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Home My WebLink About501 BIG THOMPSON AVE01 %3 pson Ae ASCE 7-10 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 WIND VELOCITY 175 MPH ALL-LITE, MCDONALDS SITE SUBMITTAL 1 BUILDING EXPOSURE C 1 TRELLIS DEAD LOAD 3.5 PSF 1 TRELLIS LIVE LOAD 0.0 PSF i GROUND SNOW LOAD 70.0 PSF 1 TRELLIS WIND LOAD DOWN 36.0 PSF SHEET DESIGNATION TRELLIS WIND LOAD UP 36.0 PSF 1 1 C-1 .... COVER SHEET ~ TRELLIS LOAD ACTING DOWN 85.4 PSF G-1 .... GENERAL VIEWS TRELLIS LOAD ACTING UP 33.9 PSF P-1 .... PLAN ~ i E-1 .... ELEVATION 1 1 D-1 .... DETAILS & SECTIONS , OWN OF ESTES PARK ~ ~ APPROVED 1 1 Building Department 1---_----------FACE-IlESE'iXED F~ P.E.--FrAM~_ 3C Date 1.~.Elf 'l 8 9y Building Official TRELLIS CORNER SECTION ANCHOR QTY & SPACING CORNER SECTION TAG ANCHOR QTY ANCHOR SPACING (ALSO SEE FOOTNOTE 1) (ALSO SEE FOOTNOTE 1) 105 School Creek Trail RICE Luxemburg, WI 54217 /efooax- Phone: (920)-617-1042 f'82<9*_ 96-LH-48-36-NC 8 5 9/16 in ENGINEERING Fax: (920)-617-1100 / Zi*45<JPTPT<'3:03>â‚¬-rERT'NU' FOOTNOTE 1: TWO ANCHORS REQUIRED AT CANTILEVERED www.rice-inc.com MITERED CORNER, SPACED 12" O.C. (REF. SHEET P-1 FOR O,ty/. 44;39 This Certification is limited to the structural design of the structural 1'Â» LOCATION) components of this Sunshade system. It does NOT include 6 45136 ) APPROVAL NECESSARY BEFORE FABRICATION CAN responsibility for: BEGIN, PLEASE FILL IN THE INFORMATION BELOW. * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between **Fiiaa( -Cr~~~ ANCHOR SCHEDULE (ASCE 7-10) dissimilar metals. APPROX. O.C. SPACING APPROX. O.C. SPACING REQUIRED TRELLIS ON SITE DATE: * Design of air and water infiltration prevention WALL WIND EIFS ALL OTHER * The manufacture, assembly, or installation of the system. CONDITION SPEED - DELIVERY CONTACT PERSON: 11/01/2018 EXTERIOR CONDITION EXTERIOR CONDITIONS * Quantities of materials or dimensional accuracy of drawings. - (ALSO SEE FOOTNOTE 1) (ALSO SEE FOOTNOTE 1) DELIVERY CONTACT PHONE#: 5115 36" 36" 140 N/A N/A SHOP DRAWING REVIEW WOOD 155 N/A N/A U REVIEWED AND APPROVED m REVISE AND RESUBMIT Review is for general compliance with contract documents. Sole responsibility for accuracy of dimensions. detail, quantities and 180 N/A N/A U NOTE MARKUPS El REJECTED safety during fabrication & erection shall remain w/the Contractor. DRAWING HAS BEEN REVIEWED FOR CONFORMITY TO THE 5115 N/A N/A GENERAL INTENT OF THE CONTRACT DOCUMENTS. THE 0 No Exception Taken URS Corporation 140 N/A N/A CUSTOMER SHALL BE RESPONSIBLE FOR VERIFYING O Revise As Noted 1255 Broad Street Suite 201 155 N/A N/A PRODUCT. ALL-LITE ASSUMES THAT THE BUILDING DIMENSIONS, ACCURACY AND QUANTITIES FOR EACH CMU O Amend & Re-submit Clifton, NJ 07013 CONDITIONS, ILLUSTRATED OR NOT, ARE CAPABLE OF O Rejected / See Remarks Phone: (973) 883-8500 180 N/A N/A SUPPORTING THE SUPPLIED PRODUCTS AT THE SPECIFIED Fax: (973) 883-8501 195 N/A N/A DESIGN LOAD. FOOTNOTE 1: ADDITIONAL ANCHORS ARE REQUIRED 6" FROM EACH BY: DATE: BY G. Andrada DATE 10/23/2018 END OF MOUNTING RAIL (MAX.) ALL-LITE ARCHITECTURAL PRODUOS - UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road ALL-LITE DRAWING DESCR: COVER SHEET DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0Â·010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *10 THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW ~ ~ COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF Pa INDUSTRIES. SHEET: 1 of 12 SCALE: N/A 271603 1737290 C-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ UPPER TIE-BACK MOUNT UPPER TIE-BACK ROD REFER TO SHEET D-1 FOR MOUNTING HARDWARE LOWER TIE-BACK ROD INFILL PANEL LOWER MOUNTING BRACKET .. .' HAIRLINE JOINT BETWEEN SECTIONS SNAP CLOSURE PLATE AT FASCIA SNAP CLOSURE PLATE ON OUTRIGGER ENDS d OWN OF ESTES pARk APPROVED Building Department By- Date-. Building Official 105 School Creek Trail RICE Phon~(920%171201472 -#DI~#~A, - Fax: (920)-617-1100 / -~t~'t~Â¥/D35Â·3*~Mj~~l'--- ENGINEERING â‚¬2-gr. /. '0,9 www.rice-inc.com This Certification is limited to the structural design of the structural 10 components of this Sunshade system. It does NOT include I 45136 j responsibility for: / * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between ti@Â£-*P UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: ALL-LITE DRAWING DESCR: TRELLIS GENERAL ASSEMBLY X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * The manufacture, assembly, or installation of the system. 11/01/2018 x.xx *0Â·015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE :i:10 ~ THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 2 of 12 SCALE: NTS 271603 1737290 G-1 I:\C ENGINEERING PROJECTS\McDONALDS - -RELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ INTERNAL GUTTER SYSTEM ALLOWING WATER TO DRAIN FROM LOWER â€¢ RIGHT SIDE OF TRELLIS. 0 - (PANEL SHOWN IN CUT VIEW) e e e e REAR OF 0 0 8 TRELLIS e e. e 0 0 0 0 OWN OF ESTES PARK APPROVED e Building Department e 0 Building Official Ely. Date........- e e 8 8 8 e e . e e e e e e e FASTENERS ATTACH PAN TO SUPPORT ANGLE (FASTENERS CAN BE REMOVED IN FIELD FOR e REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS e e OF LIGHTS) e FRONT OF TRELLIS e 105 School Creek Trail RICE Luxemburg, Wl 54217 ~0,~~:~~-~~~, > CUSTOMER IS TO: 'yv-~ Phone: (920>-617-1042 -VERIFY ALL CONDITIONS ENGINEERING Fax: (920)-617-1100 - www.rice-inc.com Â£~44:â€ž -VERIFY ALL DIMENSIONS This Certification is limited to the structural design of the structural -VERIFY ALL QUANTITIES components of this Sunshade system. It does NOT include i ' 45136 j ~ WATER TO DRAIN FROM GUTTER IN THIS AREA. -VERIFY FINISH TYPE & COLOR SELECTION responsibility for: * Structural design of glass lites, gaskets, and sealants. UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road * Design of material separation to prevent reaction between DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. ESSi~N-A-(-~G' Phone: 817-509-2300 PROJECT: SITE ID 005-0173 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: UNDERFILL PANEL * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. 11/01/2018 x.xx *0.030 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.X *0.060 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 ANGLE *1Â° THIS DRAWING AND THE DESIGN REPRESENTED ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, * U C0PIED, 0R USED F0R ANY PURPOSE OTHER 1-HAN DESIGN DATE: 11/13/2017 CHI<'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN 15% OF MATERIAL THICKNESS CONSENT OF Pa INDUSTRIES. SHEET: 3 of 12 SCALE: NTS 271603 1737290 G-2 I:\0 ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ./edD~ ENGINEERING Fax: (920)-617-1100 L.2~RC'39'171Â·9#18%~ www.rice-inc.com i &44, 7. 4436 This Certification is limited to the structural design of the structural (0 components of this Sunshade system. It does NOT include 1 45136 ) responsibility for: * Structural design of glass lites, gaskets, and sealants. FASTENERS ATTACH PAN TO SUPPORT ANGLE * Design of material separation to prevent reaction between tiiNic/ (FASTENERS CAN BE REMOVED IN FIELD FOR dissimilar metals. REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS * Design of air and water infiltration prevention OF LIGHTS) * The manufacture, assembly, or installation of the system. â€¢ * Quantities of materials or dimensional accuracy of drawings. 11/01/2018 REAR OF FASTENERS ATTACH PAN TO REAR OF TRELLIS TRELLIS (FASTENERS CAN BE REMOVED IN FIELD FOR , REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS e OF LIGHTS) -- 1 ~ - GUTTER SYSTEM f \ ' WL WILL DISCHARGE 0 ~ ~ WATER IN THIS AREA e \ I 1 / e \ / e e 6-7/8" CUT OUTS FOR LIGHTS -CUT VIEW e e FASTENERS ATTACH PAN TO SUPPORT TUBES (FASTENERS CAN BE REMOVED IN FIELD FOR ' REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS 9 OF LIGHTS) ' FRONT OF , OWN OF ESTES PARK TRELLIS e APPROVED e, Building Department FRONT SUPPORT ANGLE By Date 0 81.!ilding Official PAN SUPPORT ANGLES > CUSTOMER IS TO: 4-h ,Â·vVERIFY ALL CONDITIONS GUTTER SYSTEM -VERIFY ALL DIMENSIONS PAN SUPPORT TUBES -VERIFY ALL QUANTITIES -VERIFY FINISH TYPE & COLOR SELECTION UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: UNDERFILL PANEL DETAIL PAN SUPPORT OUTRIGGERS DIMENSION ARE IN INCHES, Fort Worth, Texas 76106 Phone: 817-509-2300 Fax: 817-831-3110 ALL-LITE PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: X.X *0.060 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.030 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 ANGLE *lÂ° THIS DRAWING AND THE DESIGN REPRESENTED ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 tt+31 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, C0PIED, 0R USED F0R ANY PURP0SE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 4 of 12 SCALE: NTS 271603 1737290 G-3 I:\0 ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ FINISH CODES TIE BACK ROD COLOR FOR ENTIRE JOB CODE COLOR CODE | MATCH TRELLIS FA APOLLO WHITE FC CHARCOAL GRAY C-Eh 145" -- BUILDING -1- 36" -4- FP PLATINUM Ce*NQFRON PROJ FG YELLOW 2"BUMPOUT--t- +/-142 field verify ~ 96" (El -Lg12!*A | SPECIAL CONSTRUCTION NOTES: | FINISH:FA -25" 1. CANOPY ATTACHMENT PLATE 1 0 - 48" TE1R-DR = CE1L -(2) ANCHORS REQUIRED AT CANTILEVERED 00 48" 56" --=-96" ~ MITERED CORNER, SPACED 12" O.C. ~ -~"'- CE 1R --- -LH-48-35-NC- / T-56-DL FINISH:FA ~ 11 | 68 D-3 ' , . i 1 1 FLASHING O 4 BETWEEN TRELLIS AND WALL (BY OTHERS)- \0 ~ (1) MELU 105 School Creek Trail L Heavy Duty Lower Shroud R c> RICE Luxemburg, WI 54217 ,-v-V--V-V--9-v-v-n r Clip and Connections ) Phone: (920*617-1042 k> AND-4 1 - ENGINEERING Fax: (920)-617-1100 ( Maximum Stiffener Spacing ) C ig 3 (5-1*.122 www.rice-inc.com 11.2" o.c. (Typ~) -< 'wk-X--â€¢k--,kj~-1.-X..7~ [0> e:51 r k Zi) +/-376 field verify This Certification is limited to the structural design of the structural (1) MF2 components of this Sunshade system. It does NOT include (2) M 144 -/* " '* * Design of material separation to prevent reaction between ~ 2 responsibility for: . * Structural design of glass lites, gaskets, and sealants. dissimilar metals. , Mitered Corner * Design of air and water infiltration prevention MaximumStiffenerSpacing -6- * The manufacture, assembly, or installation of the system. 1937 ..*- * Quantities of materials or dimensional accuracy of drawings. 12" o.c. (Typ.) C. . â‚¬2 *7- 4 )4432) -Nfu 1/4, 1 1 45136 j 30" -- PROJ 2 Â£ / - u 10 '%i}bNA-(-@9' APPRO\/ED b~ , OWN OF ESTES PARK N U. 11/01/2018 Building Department By Date SHOP DRAWING REVIEW Review is for general compliance with contract documents Sole Building Official responsibility for accuracy of dimensions, detail. quantities and safety during fabrication & erection shall remain w/the Contractor. 1. FASCIA SECTION WILL BE SHIPPED IN 12 FOOT SECTIONS. A SECTION PIECE NOTES: O No Exception Taken URS Corporation CONDITION FOR THERMAL EXPANSION. FASCIA FINISH IS PLATINUM UNLESS S Revise As Noted 1255 Broad Street Suite 201 OF THE FASCIA RUN MUST BE FIELD TRIMMED TO FIT. LEAVE 1/4" GAP AT OTHERWISE SPECIFIED. O Amend & Re-submit Clifton, NJ 07013 3. ALL INSTALLATION HARDWARE TO BE MILL FINISH UNLESS OTHERWISE 2. "Mxx" - MOUNTING RAIL TAG. O Rejected / See Remarks Phone: (973) 883-8500 SPECIFIED. Fax: (973) 883-8501 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road BY G. Andrada DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 DATE 10/23/2018 Phone: 817-509-2300 PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: ALL-LITE DRAWING DESCR: PLAN VIEW, TRELLIS & FASCIA X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.)0(X *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *1Â° -~ THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN 5 REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 5 of 12 SCALE: 3/32"=1'0" 271603 1737290 p-1 ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 9E-MI=11- NODIONOD DIII ~ B/FASCIA & TRELLIS ELEV + 10'-11" ~ T/SLAB ELEV + O'-O" DRIVE-THRU r~\ ELEVATION SCALE: 3/32" = 1, ~1~ P-1 i OWN OF ESTES PARK (2) 35" Q TO 1 - - (5) 56" i TO â‚¬ APPROVED 14" WALL TO (i- ---~ .-i Building Department By Date - - Building Official ~ B/TRELLIS ELEV + 10'-11" lili I IT 1 1 11 B/CANOPY & TRELLIS ELEV + 9'-0" 0 ~ T/SLAB ELEV + O'-O" CLEARANCE BETWEEN FACE OF WALL AND TRELLIS 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 ,--4~*77Â»V i &>2â€¢03 www.rice-inc.com '11 â‚¬ht /4:- / 'ro#.~ FRONT /*1 ELEVATION This Certification is limited to the structural design of the structural '~~ ~' components of this Sunshade system. It does NOT include Â£ 45136 j SCALE: 3/32" = 1' ~61/ P-1 NOTES: 1. FASCIA, LINE TO LINE FIT. responsibility for: , / * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between %91586 -2 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: ELEVATION VIEWS - FRONT & DRIVE THRU * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 11/01/2018 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *1Â° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 ~ PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITLALRELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 6 of 12 SCALE: AS NOTED 271603 1737290 E-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 56" Q TO Q -- -13" Q TO i 48" i TO 1 - - ~- 14" WALL TO i ~ B/FASCIA & TRELLIS FIT H lili ELEV + 9'-0" 0 T/SLAB ELEV + O'-O" _~ - 2" CLEARANCE BETWEEN " FACE OF WALL AND TRELLIS ENTRY rE-\ ELEVATION SCALE: 3/32" = 1' ~ P-1 , OWN OF ESTES PARK APPRO\/ED Building Department 'ly Date Building Official B/FASCIA ~ B/FASCIA C ELEV + 10'-11" ~ ELEV + 9'-0" ~ T/SLAB ELEV + O'-O" REAR /-El ELEVATION 105 School Creek Trail SCALE: 3/32" = 1' \11/ P-1 RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 www.rice-inc.com 61 ,,439 . 4,46 This Certification is limited to the structural design of the structural NOTES: components of this Sunshade system. It does NOT include 1 45136 ) 1. FASCIA, LINE TO LINE FIT. responsibility for: * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between 4 -----14# UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. 4/ONAL EN Fax: 817-831-3110 ALL-LITE DRAWING DESCR: ELEVATION VIEWS - ENTRY & REAR Phone: 817-509-2300 PROJECT: SITE ID 005-0173 * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 11/01/2018 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX 10.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *1Â° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER 43 g PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 7 of 12 SCALE: AS NOTED 271603 1737290 E-2 I:\C ENGINEERING PROJECTS\McDONALDS - -RELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 105 School Creek Trail RICE Luxemburg, WI 54217 -2~ Phone: (920)-617-1042 T -XZ, ENGINEERING Fax: (920)-617-1100 /.4*AfJiTI~~'Â·39020@OWÂ®' www.rice-inc.com 700//,6. /. 43. CA 8 5 3/8" - ~-STUCCO WALL ASSEMBLY BY OTHERS MINIMUM 2*8 DOUBLE STACKED This Certification is limited to the structural design of the structural 14Â» WOOD BLOCKING REQUIERED, SEE components of this Sunshade system. It does NOT include 5 45136 3 7/8" --- - 3 5/8" - ~--1 7/8" ) STRUCTURAL DRAWINGS FOR ACTUAL -3/4" SCH 40 ALUMINUM SLEEVE responsibility for: ' ---- BUILDING BLOCKING REQUIREMENTS. SEALANT BY OTHERS * Structural design of glass lites, gaskets, and sealants. 5 - (BY OTHERS) ' SUPPLIED LONGER FOR FIELD TRIM * Design of material separation to prevent reaction between -4,4(0 T / ~ / 1 WITHIN AIR SPACE AND STUCCO .-1 ' \ dissimilar metals. * Design of air and water infiltration prevention 11 \ -UPPER TIE-BACK MOUNT * The manufacture, assembly, or installation of the system. 11/01/2018 A \ < \A/2 2- FIELD INSTALLED * Quantities of materials or dimensional accuracy of drawings. ~ ~ < --~~ \ . 4 1 _ m 50 \ k ' / 5/8" DIA. GALVANIZED LAG BOLT Â¥ 3" MIN. THREAD PENETRATION AND STANDARD WASHER (1 3/4" O.D.) . / , 21/2" MIN. EDGE/END DISTANCE < 1-UPPER TIE-BACK MOUNT 1.1 ) 1 PREDRILL HOLES @ 40%-70% DIA. - (SUPPLIED BY ALL-LITE) -- -- q n i -- --- - - * (1) 3/8" DIA. SS BOLT i -TIE-BACK ROD UPPER TIE-BACK ~--R-\~ BOLT LOCATION TRELLIS ~71 TIE-BACK DETAIL - SCALE: 3" = 1' \921/~ D-1, D-2, D-4 SCALE: 2" = 1' \QI.1/ D-1, D-2, D4 --STUCCO EXTERIOR BY OTHERS , OWN OF ESTES PARK UPPER TIE-BACK ROD , - . . -METAL FLASHING APPROVED AND SEALANT ~ (BY OTHERS) Building Department / (1) #12 SS FASTENER @ 12" O.C. LOWER TIE-BACK ROD , i L,-5/8" DIA. GALVANIZED 'ly Date -ALUMINUM IN-FILL PANEL Fl -BX, LAG BOLT AND WASHER Building Officlal 0 \ Ag *3.- 3" MIN. THREAD PENETRATION / ~ ~ ON 1/4" PER 12" SLOPE ) 21/2"MIN. EDGE/END DISTANCE 0 1 6" MAX. FROM END MOUNTING RAIL -1. LJ / \ / w \ (SUPPLIED BY ALL-LITE) 1. 1 1-1 ' -'- -L- 7~-A~j)) PREDRILL HOLES @ 40%-70% DIAMETER Mi - SEE ANCHOR SCHEDULE ON SHEET C-1 I \ 2"-4 - 1 ~ ' UTRELLIS MOUNTING RAIL 1- 48" TRELLIS PROJECTION . MINIMUM 2X8 DOUBLE STACKED FIELD INSTALLED WOOD BLOCKING REQUIRED, SEE L-WOOD BLOCKING BY OTHERS STRUCTURAL DRAWINGS FOR ACTUAL TYPICAL TRELLIS /-E\ SECTION BUILDING BLOCKING REQUIREMENTS. SCALE: 1" = 1' \21/ P-1 (BY OTHERS) TRELLIS rg-\ MOUNTING DETAIL SCALE: 2" = 1' ~21/~ D-1, D-4 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 Fax: 817-831-3110 ALL-LITE PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *lÂ° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 8 of 12 SCALE: AS NOTED 271603 1737290 D-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ - 35" i WOOD BLOCK TO â‚¬ WOOD BLOCK - - 33" TOP OF TRELLIS TO i TIE-BACK- 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 00,,43' . 40 0 www.rice-inc.com 4 + 0 2, This Certification is limited to the structural design of the structural components of this Sunshade system. It does NOT include I 45136 3 responsibility for: * Structural design of glass lites, gaskets, and sealants. (10) #12 SS SHEET * Design of material separation to prevent reaction between 0%4-*P METAL SCREWS- dissimilar metals. , OWN OF ESTES PARK * Design of air and water infiltration prevention , * The manufacture, assembly, or installation of the system. 11/01/2018 * Quantities of materials or dimensional accuracy of drawings. APPROVED 1 \1 Â» Building Department Hy Date- - - Building Official D-1 D-1 \ -- / | LA~ 1/8" X4"X 29" ALUM. k%---~ CONNECTING PLATE (5052-H32) \ \ - FROM FRONT OF RUN INSTALL PLATE 2"MIN ATTACH CANOPY TO TRELLIS ~ ----- USING CONNECTING PLATE (SHIPPED LOOSE) 0\ / CANOPY ATTACHMENT DETAIL -STUCCO EXTERIOR BY OTHERS / , / '0\ 1 . -METAL FLASHING TRELLIS-CANOPY ~~ CONNECTION / SCALE: 2" = 1' ~ D-2 AND SEALANT .Â·3 (BY OTHERS) - I. UPPER TIE-BACK ROD - STANDARD , - < ~~~~2 1/2" MIN. EDGE/END DISTANCE 5/8" DIA. GALVANIZED LAG BOLT AND WASHER 3" MIN. THREAD PENETRATION (2) ANCHORS REQUIRED AT CANTILEVERED MITERED CORNER, SPACED 12" O.C. LOWER TIE-BACK ROD < i PREDRILL HOLES @ 40%-70% DIAMETER \ SECTION ANCHOR QUANTITY AND SPACING ~ SEE TABLE ON SHEET C-1 FOR CORNER 0 \ 1 \ 1 / (SUPPLIED BY ALL-LITE) 0 I / <Â¤ MINIMUM 2X8 DOUBLE STACKED --- ff WOOD BLOCKING BY OTHERS WOOD BLOCKING REQUIRED, SEE STRUCTURAL DRAWINGS FOR ACTUAL ' BUILDING BLOCKING REQUIREMENTS. --- r li.4 --i (BY OTHERS) 1. 48" TRELLIS PROJECTION . TRELLIS /12\ MOUNTING DETAIL SCALE: 2" = 1' \BI* D-2 TRELLIS ril SECTION SCALE: 1" = 1' \Bl/ P-1 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 TOLERANCE UNLESS NOTED: Fax: 817-831-3110 ALL-LITE PROJECT-: SITE ID 005-0173 X.X Â£0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE 8 REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE :ElÂ° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION Â£ 1/16 A INmAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESMN DATE: 11/13/2017 CHI<'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER + g PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 9 of 12 SCALE: AS NOTED 271603 1737290 D-2 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ - 35" i WOOD BLOCK TO Q WOOD BLOCK - - >IDÂ¥9-BI-1 3 01 SI113211 30 d01 â€žEE- I ----- -------- 1 .- 1 -P 81 1 1 1 1 1 1 B 1 \1 1 \1 1 1 -i. \ 1 -------- ------ -t I BANDING BY OTHERS L BANDING BY OTHERS 18" CANOPY 30" CANOPY --I - - PROJECTION PROJECTION CANOPY /-El SECTION CANOPY ~T~ SECTION SCALE: 1" = 1' \21/ P-1 SCALE: 1" = 1' ~ P-1 f DOUBLE WOOD BLOCKING BY OTHERS STUCCO EXTERIOR BY OTHERS 1 1 , OWN OF ESTES PARA ~:4Â«4Â© APPROVED By- Date. -- Building Department t Building Official L_____ ______ ___1 \ 98; DIA. dkv. LAGEibLT AND WASHER \-3" MIN. THREAD PENETRATION WOOD BLOCKING 21/2" MN. EDGE/END DISTANCE BY OTHERS 6" MAX. FROM END OF CANOPY FRAME PREDRILL HOLES @ 40%-70% DIAMETER SEE ANCHOR SCHEDULE ON SHEET C-1 105 School Creek Trail (SUPPLIED BY ALL-LITE) RICE Luxemburg, WI 54217 ,0,-i53~Jh Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 /-4/~<Q'UEENT.3 www.rice-inc.com CANOPY /~1 MOUNTING DETAIL This Certification is limited to the structural design of the structural SCALE: 2" = 1' ~D-3/ D-2 components of this Sunshade system. It does NOT include ~ I 45136 j g responsibility for: , fl * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between *bacair ALL-LITE DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Fax: 817-831-3110 * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. 11/01/2018 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *lÂ° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW THIS DRAWING AND THE DESIGN REPRESENTED ARE FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INmAL RELEASE 11/13/2017 LSW ~ ~ COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 10 of 12 SCALE: AS NOTED 271603 1737290 D-3 I:\C EAGINEERING PROJECTS\McDONALDS --RELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ , OWN OF ESTES PARK APPROVED Building Department By Date , Building Official ~221~~211~ l 0 . -Ir 0.160 Use 3/8" Dia. S.S. Thru Bolt to Shroud 1 1 41-) (300 Series Stainless Steel, Condition CW) Use 0.16" thick Heavy Duty Bent Angie x 12" Long Each Side Outriqqer as shown (5052-H32) 6 FUPPER TIE-BACK ROD - STANDARD Use (7) #12 S.S. Fasteners Per Heavy Duty 8 Clip attached to Outrigger a (300 Seties Stainless Steel, Condition CW) 0 ROâ€ž060 -LOWER TIE-BACK ROD ' 4 3~ / 10 V -ALUMINUM IN-FILL PANEL Ew - - / ~ ON 1/4" PER 12" SLOPE ,p,- A /19 -/fi - -r 1- \ TON / 1 .-el 17.+ Ppfu U 1 80 U 2 14 -/.4 2 4 -- 470 An - 36" TRELLIS PROJECTION - /V,/048. - Lower Shroud Clip & 105 School Creek Trail TYPICAL TRELLIS ~~\ SECTION ~/**7 Connection Detail RICE Phon~(920)~175-412014 '0'0%~ SCALE: 1" = 1' ~1/ P-1 SCALE: NTS \21/ p-1 ENGINEERING Fax: (920)-61 7-1 100 / 816471;1-livly/.3 .50'Â·ElekilloÂ·Mu www.rice-inc.com el. / 44*33> This Certification is limited to the structural design of the structural components of this Sunshade system. It does NOT include 6 45136 j responsibility for: * Structural design of glass lites, gaskets, and sealants. UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road * Design of material separation to prevent reaction between %@Â£* DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. 11/01/2018 x.xx *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * Quantities of materials or dimensional accuracy of drawings. X.XXX 3=0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *1Â° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW THIS DRAWING AND THE DESIGN REPRESENTED ARE * Cl FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 11 of 12 SCALE: AS NOTED 271603 1737290 D-4 I:\C ENGINEERING PROJECTS\McDONALDS --RELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 27 5/8" â‚¬ WOOD BLOCK TO 25 5/8" TOP OF TRELLIS TO â‚¬ TIE-BACK HOLE IN REAR FASCIA AND SNAP CLOSURE PLATE TO BE DONE IN FIELD BY OTHERS SCONCE MOUNTING BRACKET AND HARDWARE SUPPLIED BY OTHERS L-WIRING/CONDUIT FOR SCONCE THRU SCONCE MOUNTING BRACKET (SUPPLIED BY OTHERS) MUST MEET LOCAL CODE REQUIREMENTS . OWN OF ESTES PARK APPROVED Building Department By-------. Date- SCONCE BY OTHERS MOUNTED / - Budding Official TO SNAP CLOSURE PLATE--~ 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 0 ENGINEERING Fax: (920)-617-1100 +,40 Â· %24*. www.rice-inc.com 0 2 40 This Certification is limited to the structural design of the structural components of this Sunshade system. It does NOT include I 45136 j responsibility for: * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between 01&6288*(-66~~- UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: ALL-LITE DRAWING DESCR: SCONCE DETAIL X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * The manufacture, assembly, or installation of the system. 11/01/2018 X.XX 10.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *10 THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW ~ ~ COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 12 of 12 SCALE: NTS 271603 1737290 D-5 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 75- 10149 INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO EXISTING CONDITIONS IS BASED ON 3/16" THICK x 6" WIDE Im[%(#MON[EÂ© | STEEL PLATE FASTEN TO 16 GA STUD (4" MIN.) FASTE LIMITED AVAILABLE REFERENCE DOCUMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEMENTS AND IMMEDIATELY REPORT TO AND AWAIT DIRECTION FROM THE ENGINEER EACH STUD AND JOISTW/ TO JST %/ (4)-#10 TEK H oF RECORD AND/OR URS CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTIRACT DOCUMENTS ' MAR 1 8 2919 (4)-HILTI XU 0.157" DIA. SCREWS AND TO CONT. TRACK AND THE EXISTING CONDITIONS IS DISCOVERED. THESE CONSTRUCTION DOCUMENTS WERE PREPARED P.A. F. (TYP. BETWEEN W/ SIMPSON L30 CLIP WITH INFORMATION ABOUT THE EXISTING BUILDING PROVIDED BY OTHERS. NO STRUCTURAL By: ~<23 INVESTIGATION OF THE EXISTING BUILDING WAS UNDERTAKEN. IF THE CONTRACTOR DISCOVERS STUD AND JOIN) EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE DOCUMENTS, HE SHALL NOTIFY 600S1 62-54 LT. GA URS CORPORATION IMMEDIATELY FOR GUIDANCE ON THE NECESSARY CHANGES TO BE MADE. BUILT-UP HIGH PARAPET W/ 16 GA CONT. BENT PLATE 600S1 62-54 LG STUS @ 16" OC r---- 6005162-54 LT. GA JST. @ 12" OC W/ CON FASTEN TO FLANGE OF JST. @ 12" OC W/ CONT TRACK AT NEW STUD AN EXIST EACH JOIST W/ (1)-#10 TRUSS ATTCH W/ MIN. )#10 ADD BRACE @ 16" OC SCREW TEK SCREW TRUSS ATTCH W/ MIN. (2)#10 W/ CONT TRACK TOP dc BOT TRACK AT NEW STUD AND EXIST TEK SCREWS AND H6 CL TO FRMG BELOW W/(4)#10 TEK SCREWS AND H6 CLIP (3)-CONTINUOUS 2X6 W/ A TEK SCREWS @ 24" OC TOP CONT. 2X PLATE ~ -FOR FINISH SEE h" IN) SHEATHING W,/ #10 TEK , ,~ ARCH DWG 3'-4" MAX ~ (E) 2X6 TO REMAIN ~ SC WS @ 6" OC AT PANEL EDGES AND ' / J_ * T.O. PARAPELL @ 1 " OC AT INTERMEDIATE SUPPORTS (6)#10 TEK SCREWS SEE ARCH DWG'sf 3" DIA. THRU BOLT AT EA STUD @ MAX. 4' -0" O.C. 60 S162-54 LT. GA BETWEEN TRACK JST. 0 12" OC W/ CONT /011 9 --600S1 62-54 LT. GA AND EXIST. 2X6 ON TR K AT NEW STUD AND EXIST T.O. PARAPES63 THE BACK _ ~0 TR S ATTCH W/ MIN. (2)#10 ~ ~ SEE 1/S2.0 FOR ADDITIONAL INFO -Â° 1 V V V V _.22U1-Â·-~Iâ€¢f / STUD @ 12" OC W/ CONT - :1 / TRACK TOP AND BOT. SEE ARCH DWG' 16 GA CONT. TRACK ...... TEK SCREWS AND H6 CLIP A..A.T.~- i :1 /...7 Ca-rÂ»// --400S162-54 LT. GA .. CONNECT TO EACH EXIST. ~ <- 1 600 162-54 LG STUDS { L.1/1/ /1-~-f--1 STEEL MANSARD TRUSS \ > STUD @ 12" OC W/ CONT \[54 .1 TRACK TOP AND BOT. MEMBER W'/ (3)-HILTI )<1.J . i CO LOC'S (TYP). ATTACH NEW STUD ATTACH TO EXIST OVERHANG < :~~~-@1 ' OC, USE (2) STUDS @ CANOPY O.157" DIA. P.A.F. AND TO ~f ' -- 49~ ) ::~: Â·f TO IST TRUSS WHERE OCCURS W/ (6) #10 TEK SCREWS EACH FLANGE OF STUD W/ W/ IN (4)#10 TEK SCREWS AT 1/5012, ~ 1 1,1 (1)-#10 TE SC EW INTERSECTION. TYP. ---------'.---.~~- -)5" (MIN) SHEATHING W/ #10 4 ~M.*3 4/1 -i// 41 , 4 /\ 1/ 1 TEK SCREWS @ 6" OC AT PANELk I < 1 X 1 INTERMEDIATE SUPPORTS EXIST. TRUSS TO REMAIN - i | -3-#10 TEK SCREWS 6 '' ~ EDGES AND @ 12" OC AT F. 1 = /31 1 EXIST SHEATHING . 11 1 1 199% * 11 1 o EXIST. TRUSS TO REMAIN Â· 0 0: 0 TO REMAIN -L4)(4)04" X 5'-0" w /@EA CANOPY CONN ~ISRTE~AH'ENATHING ~725*SONTOBEEXASTUNOVED li (4)#10 TEK SCREWS @ EACH ~-~ -18 GA CLIP ATTACHED W/ EXIST. ROOF CONSTR 7 /lk EXIST. ROOF CONSTR - STUD 09#F 19 8 TO REMAIN . ~<0 4 V :f 4 i. 1 Z 114.10 5 47" : t.....V.r~ / flt SEE ARCH DRAWING TO REMAIN / 1 -PORTION OF EXISTING i 11 .1\<6/3. f TRUSS TO BE REMOVED F / ..ag - - AB. : / jd ..: 7- SIMPSON H6 CLIP 11 EXIST. ROOF STRC. ix - 1 =] @ EA STUD AND EXIST NAILER -pr ',i~ SEE ARCH DRAWING TO REMAIN i 131 ~ ~-1~ [~ -*- . --SIMPSON H 6 CLIP I \\ . - uh@ EA STUD AND EXIST NAILERS EXIST. ROOF EXIST. ROOF JOISTS TO REMAIN j ~~1-LCONT TRACK 600T200-54 L pÂ»Â»Â»%9>ZE |.0 (331.1 B. 0. TRACK ~ JOISTS TO REMAIN B. O. TRACK ~ e 0 0 < ATTACH NEW LG TRACK TO EXIST â‚¬ 1 4 C â€ž LO CO OR CONT TRACK 600T200-54 T&B ENâ„¢ crs NAILER W/(2) ROWS OF #10 TEK 1 J .4 - ATTACH NEW LG TRACK TO EXIST U a (D CO ~ @ 12" OC 12 i = (3 02 2 L i 11 1 13 34 I" CAP 4-. I. 9 16" 99 U W 1-i i NAILER W/(2) ROWS OF #10 TEK 8 EG%6 L4 TO id=-9-9: -- .... - . --,--- . li 1-9-9 1 k .6 It M x 4 1,1- - NO CANOPY GPA 5 2 NEW \ k /2 STUID / 78 1/ 1// H ~ OSIM, 1.1 B/CANOPY * 6" 16 GA. CONT TRACK W/ :I .t ~16 GA. CLIP ANGLE W/4-#10 a> CO & 2% TEK SCREWS INTO EA STUDS 1 7/ T&B TYP, ELEV. 9'-0" 2-@10 TEK SCREWS @ 12" & 081 -1~. O.C. INTO STEEL BEAM &}&32 AND HSS BEAM PRE-FABRICATED TRELLIS BY ++ 1 ++1 L EXIST. STEEL BEAM (01-0 0 -c ,+ 1 +41 \ t~ in 6 OR CONT. 3X8 BLKG OTHERS. SEE ARCH DWGS. 1 (VIF) - TO REMAIN W/ SIMPSON A34 ATTACH AS PER MANUF. : gbe TaB INTO EA STUD 1 RECOMMENDATIONS 16" CLIP CONNECTOR W/ ~ ~ i % 0 .%- &Â§.881 .3.% 5#1:525 VERT. SLOTTED HOLES C '19 1 31" (MIN.) SHEATHING W/ #10 -J -.Â®DE-00 TEKS @6"0.C. TO CONT TRACK -1 -3 5 25: 9 5 AND @ 12"0.C. TO JST 81 ; 3.E ov * 0 0 4. & . - 4 ~j ~ 15 1 2 5:#1 -1 oc-*-2 1 F: ~ 822:==243 ALL FASTENERS ARE SELF DRILLING SCREWS BY 12 2 M2Â°Â® O HILTI OR SIMPSON I. 0 - 0: 22 -a /9~1 SECTION L: 1:: 1 "3 62#EibL, b & g ~ 2 5 g 0 3.=Z 419,/ SCALE: 3/4" = 1'-0" | ~ 4" 16 GA. METAL JOISTS @ 4- 0 1' 2' 3' 600S1 62-54 METAL STUDS @ 16"0.C. C .2 4 2 -3 45 0 v -48"0.C. VERT. W/4-#10 0 :0%]%In:mc --4 1 \ / TEK SCREWS INTO EA STUD o f i 5 1 : 3 REMOVE EXIST. TRACK AND ATTACI I 1 / 1 0 080.-4- Ljljo STUD TO EXIST. STUD W/ 2-#10 N 9 ...1 PE:Â£2 2 ++ 1 .- 4 - 1 =e Zaf %2& SCREWS @ 6"O.C. N-1 T i J e Â«c~ 1 -gil m -m -z -w 0- C- + 4 \ /r- 4" 16 GA. CONT TRACK W,/ E ~===a # ~-~3 Â° 2 & EXIST. 6" TRACK TO REMAIN r ..1-/1 - 3/8"0 HILTI KWIK HUS EZ ~ BOLTS @ 9"0.C. W/2 76" MIN Wh 2Â§ z[/) W~ ~H- + 28 0= ul EMBED V 0 0- 20 ch 24 acw W 4 â‚¬f,Â»41 fill/114 EXIST. FDN WALL 1~ TO REMAIN 44 4 jjfjJ.. f / r 7 r rY' f /9772 1 npo -11 00 15| |-Ll I I L /31 SECTION ~.~ SCALE: 3/4" = 1'-0" 1 1 0 1' 2' 3' 005-0173.00.0 S2.0 111 AECOM PROJECT No. 60531369 18 NOUdlbl3530 31Â¥0 A323 L L908 00 'MhIVd S31S3 3AV NOSdBIOH.L DIa LOS ELLO-900 S.LN3KKOO .1-N3A1-hIVd30 ONIG-lina-V .1.N30ION30IV L L/910/l L woo'clioosin Ma/vy/:d @zuo4~n jou s! pefoid 44~UD~uo as 9-1 10# Swel.UnOO PO-Juoo @41 SS3800Â¥ 3115 01 3.LIS 3nSSI C]13I3 &13d NOISIA3@ 61/E L/Â£0 0 ......... 38Vd32ld _~071 S,pIDUO(]30~ 9 LOE(33 o D ~es 9011 Xpedoi~ 40 s i 913/ ON3931 )9 S310N 1933N39 2301331)(3 9 L 3&100 O'E dMIN L LOE N0IldIEIJS30 'ON 133HS 0 F 2, 94'804.1. 3/1 THI Kx"WIESEL 16 A ST D (4 ' MIN.) FA TEN PLATE FASTEN TO EACH STUD TO JST W/ (4)-#10 TEK (MIN.) SHEATHING 600S162-54 LT. GA JST. @ AND JOIST W/ (4)-HILTI XU SCREWS AND TO CONT. TRACK W/ #10 TEKS @ 6" 12" OC W/ CONT TRACK AT 600T200-54 CONT. TRACK ATTACH 0.157" DIA. P.A. F. (TYP. W/ SIMPSON L30 CLIP NEW STUD AND EXIST TRUSS TO BOTH STUDS W/ (1)-#10 TEK O.C. TO CONT TRACK BETWEEN STUD AND JOIST) ATTCH W/ MIN. (2)#10 TEK / SCREWS ON EACH FLANGE OF STUD 600S162-54 LT. GA AND @ 12"0.C. TO JST SCREWS AND H2.5 CLIP & BOT OF JOIST W/ (2)-#10 TEK 16 GA CONT. BENT PLATE JST. @ 12" OC W/ CONT INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO SCREWS @ 12" O.C.. FASTEN TO FLANGE OF EACH TRACK AT NEW STUD AND BUILT-UP HIGH PARAPET W/ EXISTING CONDITIONS IS BASED ON LIMITED AVAILABLE REFERENCE JOIST W/ (1)-#10 TEK SCREW EXISTTRUSS ATTCH W/ 600S1 62-54 LG STUD @ 16" OC DOCUMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 6'-0" MAX /' ' -6OOT200-54 CONT. TRACK DIMENSIONS AND ELEMENTS AND IMMEDIATELY REPORT TO AND MIN. (2)#10 TEK SCREWS W/ CONT TRACK TOP & BOT AWAIT DIRECTION FROM THE ENGINEER OF RECORD AND/OR URS ATTACH EACH FLANGE OF (3)-CONTINUOUS 2)(6 W/ A - \ ND H6 CLIP ADD BRACE @ 12" OC SCREW CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTRACT SLOPE JOIST W/ (2)-#10 TEK SEE ARC TOP CONT. 2X PLATE TO FRMG BELOW W/(4)#10 DOCUMENTS AND THE EXISTING CONDITIONS IS DISCOVERED. ft THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITH ---- SCREWS @12" O.C.. TEK SCREWS @ 24" OC INE-VITMATRN AB9411- TME EXI@TINV WVIWIMV rliFYIP69 97 F 3'-4" OTHERS. NO STRUCTURAL INVESTIGATION OF THE EXISTING - --- --- (E) 2X6 TO REMAIN , /, FOR FINISH SEE BUILDING WAS UNDERTAKEN. IF THE CONTRACTOR DISCOVERS SEE 1/S4.0 FOR - I - a , - ARCH DWG T.O. PARAPETI EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE ADDITIONAL INFO Â»EX Â· 4 H 600S 162-54 LG STUDS (ALIGN 63 DOCUMENTS, HE SHALL NOTIFY URS CORPORATION IMMEDIATELY 3" DIA. THRU BOLT @ 9=7:=ZE- (6)#10 TEK SCREWS SEE ARCH DWG'S T FOR GUIDANCE ON THE NECESSARY CHANGES TO BE MADE. 0-23=>---- BOTH STUDS DURING MAX. 4' -0" O.C. BETWEEN 11 1 // AT EA STUD : INSTALLATION) @12" OC, ATTACH F NEW STUD TO EXIST TRUSS WHERE TRACK AND EXIST. 2X6 0 44 ON THE BACK Â«/~ 1 600S200-54 LT. GA -------- OCCURS W/MIN (4)#10 TEK SCREWS STUD @ 12" OC W/ CONT 0 tÂ« 2 1 .. TRACK TOP AND BOT. 16 GA CONT. TRACK CONNECT - -- A-600S162-54 LG JOISTS TO EACH EXIST. STEEL MANSARD 400S162-54 LT. GA A (MATCH LOCATION & TRUSS MEMBER W/ (3)-HILTI - - - \\ STUD @ 12" OC W/ CONT j~ /~ SPACING W/ NEW STUDS) XU 0.157" DIA. P.A. F. AND TO /, ' A TRACK TOP AND BOT. / EACH FLANGE OF STUD W/ .5421 0 .1 1:: f/1 ATTACH TO EXIST OVERHANG // 3~ 4 s p / ~ ATTACH TO EA. STUD (BACK 5 514 'Pr Â« \ (1)-#10 TEK SCREW W/ (5) #10 TEK SCREWS PORTION OF EXIST o COL TO REMAIN ' YS \11 -4. Â« - SCREWS ~ Â» ,-- TO BACK) W/MIN (4)#10 TEK <kx 4. 72" (MIN) SHEATHING W/ #1 0 .~ ~1///' .,21 h.%\ ~ TEK SCREWS @ 6" OC AT PANEL k 14 4 ..â€¢\ IO< \ SHEATHING WRAPS 41 -1 rn rn rn r--3 rn f--1 f-n --hqn rn rn -1- hb N ' ':f..... '~9:u AROUND THE NEW H INTERMEDIATE SUPPORTS '~' ~~' ~~ ~ '~~ -'-4-1, 41 ~Â·02 \ EDGES AND @ 12" OC AT 4 5 - 1 tf~~ ~~ ~ ADDED CFS MANSARD EXIST. TRUSS TO REMAIN Â· " Â·5'.0 U' 11. h \ \ -" FRAMING z/0-~U33~ a i g y " \ EXIST SHEATHING . W 2>. 1 -18 GA CLIP ATTACHED W/ ./ 16. N \ \ TO REMAIN / (4)#10 TEK SCREWS @ EACH .7 P .4/ MA 1 . -12 44491 1 01 4 ~ f42..Â£0 -2â‚¬'Â¥'K 35: 1 1 agi, 21 88 Qi EXIST. ROOF CONSTR - STUD â€ž ---= \ \ lÂ«\ f \ 1 TO REMAIN ; /1-1/1 \431 1 / . 04 14&3*2*.:.. -ORtiv LJ. \\ h \ \ 19.. 74 \ -PORTION OF EXISTING \ i 4 1 8. \ ./ TRUSS TO BE REMOVED A 1 \ 15/ ~ .? i j /"4 :Â° 4. : ~Â°: .3 Â°~ ~*~ 4</ Â« 1/1 SEE ARCH DRAWING # SHORE EXIST JOIST & - \43 ..y, EXIST. ROOF ROOF BEFORE REMOVAL JOISTS TO REMAIN ~ '7/ 222431#4-4- - -: B.0. TRACK ~ OF EXISTING COLUMNS . E--0. E E 2 1 11 11 -SIMPSON H6 CLIP . / L4X4 ANGLE \ (SEE PLAN)~ // 1 9 9 @ EA STUD AND EXIST NAILERS TO EX. /3/16 0 / /1 1 .... - 'A m Cl /1 , \* 8 :Zg / 1 - CIO CD .EL /1 - KICKER \ /~ - l - PORTION OF EXISTING n *49 PORTION OF EXIST COL=\ 30 LA / 1 1 4 V (,3 / V L C Â®CoX 7-V TRUSS TO BE REMOVED o '5) EU- 0 *es= TO REMAIN (VIF) L4X4 KICKER - / SEE ARCH DRAWING SUPPORT OVER WS / (SEE PLAN) / 4 ' 1 191 BEAM TYP. , a 4 ATTACH BOTH MEMBERS m â‚¬ 2 z , 1 dc CONNECTION BY OTHERS EXIST COL LOCATIONS / ' SEE PART PLAN ~ (NOTCH IF REQUIRED FOR 0 If) b H .M- 8 a) 00 - PRE-FABRICATED CANOPY 9X9X 1 /2" TOP PLATE AT- \ / NEW STL BEAM / W/ (4)-#10 TEK SCREWS v = x 00 k W &3 7 04 12 ENGINEERING DESIGN OF CANOPY TYP. VERIFY EXIST COLUMN L\ 8" (VIF) / / 600T200-54 CONT. TRACK THE CONNECTION) CX 4 /Â¥ PORTION OF EXIST. < IS NOT PART OF THESE DESIGN SIZE PRIOR TO FABRICATION \\ f COL. TO BE CUT ArrACH TO STUD W/ DWGS AND SHALL BE PROVIDED / TOP PL TO BELOW W8 BEAM (1)-#10 TEK SCREWS ON 3 =2 Â® Â£.5-d EXIST. STEEL BEAM - /im 1~ 00/U 1 /41/ \ EX. COL TYP EACH FLANGE OF STUD dc TO \ (2) 800S200-68 BOX tg"8 0(8 BY OTHERS TOP PL ~ (4 / V a O i i i.1 i Â·2Â·0'5 (VIF) - TO REMAIN ~ i i TO BEAM/1 /4 0 - %. 4 BOXED HEADER W/ (2)-#10 HEADER W/ 12 GA. T& BOT (2) 800S200-68 BOX HEADER / M IN TEK SCREWS @ 12" O.C. CONT. TRACKS. SEE DTL 2 2 0 D eEc / W/ CONT. T&B 12GA. TRACKS. L4X4 KICKER,- -J 48Â®v.20-2 E 3/S4.0 FOR SUPPORT. 0 C SEE DTL 3/S4.0 FOR SUPPORT. SEE PLAN S -2 :.E \ 0 0 - 0-E=7=- C Exj~45%- 0< 16 A 1 7 LLE)(6- 160 CUP ANGLE 6 91 fko/vio / 1 X6" LONG. CONNECT TO a ~ 6 32-3-~03 / 42Â« / / JST W/ (4)-#10 TEK 22.2Â°.O SCREWS AND TO STEEL < 0 2 2 2 - 2 -0 0.3.0 KICKER \ STRONG DRIVE + + XLQ11481224-2K SCREWS /'21 SECTION EXISTING STOREFRONT TO PLATE /1/4- 0 (--5- '0 ~ --- ~5 i j ~.f:- E itit TO REMAIN (V. I.F.) /7.0 0 1' 2' 3' ( 80 -ME of.c ~.~ SCALE: 3/4" = 1 '-0" , 1 Il.2 -r .av - 582.0 (2)-3/8" STIFFENER/EACH - ------ -- 6005162-54 LG JST 0 00. vow. SIDE @ EA EXIST COL LOCATION AND KICKER WELD TO WB BEAM (TYP, 3 LOCA*)1*EL HEADER TO TRACK ~ ~ 2 ~ 9 -:Ec-E 45"0 PAF EACH SIDE 62 -./. .6 2 2 0*0-0 vA m~ CONT 400T200-54 T&B TRACK. 1 -EL 99 .t -5 : 3 -(2) 6"-18GA. CSJ FULL /C\ : 10/0% @ BOTTOM W/ 1/2"0 (MIN. ~ A. ,/ HEIGHT STUDS ~ ,& 9-%512 I f- EMBED. =4 1/2") SIMPSON ----ll~~ w~ 26~ sh 'TITEN HD' ANCHOR @32" O.C. 1~-1- 1 < 1/4" CAP PLATE . >0.4,1 1 ' i - 2-(2) 6"-18GA. CSJ STUDS W/ * 2 21=Sa U -1 4 90. V. r-: -1/1 1 2 -tlt il . U of ..Â·' . it]' I . T V 1 CL St= -6 0 / -Or BEAM W/ (2) - SIMPSON 0 O '91 -I j, +1+ f 0"-1ODA, TOC TRAOM (0- EXIST ROOF ELEVATION~ i -I GiG 12 '. 1 ...el +1+ / LEGS). TRACK IS FULL HEIGHT SEE ARCH DWG'S E< ew - _~_ -- ~ ~ FROM FDN. TO T/ARCADE. 6\\-0 STUDS ARE FULL HEIGHT TdcB .:9 4 42. 1 7-f oF HEADERÂ· 0 -401 A id_ae :R-1 I lEi 1 PLATE TO \ E-%3113311E STEEL HEADER SEE ~ BEAM TMB/3/16 ~ 4 <~ 111-1 El i tRi I PLAN & SCHEDULE EmEEITE lie Â»41 *919-19 < 1/8-xl "@12" WF BEAM SEE PLAN " | ~ -91]2% #10 SCREWS @ 12" FOR 10 [r--AN FOR LOCATION & ---4 |0 ~ TRACK TO STUD SCHEDULE FOR ATTACHMENT. DETAILS 30 1\ 1/4 P ~ ~-3/8" THRU PLATE W/ I- j I PLATE 1/4"x4 3/4'40'-6" 4-3/4"0 A325 BOLTS TkB | ~ SECTION E TO ~ HSS COLUMN SEE PLAN FOR 4 0 SCALE: 3/4" = 1'-0" ~ i i COL. N L-LOCATION & SCHEDULE FOR 0 1 ' 2' 3' TYP. /' A DETAILS I W Â¤ /33 SECTION E O 9 0 ~.~ SCALE: 3/4" = 1'-0" - 005-0173.00.0 /<21 TYP. BEAM TO COLUMN CONNECTION 0 1' 2' 3' ~419/ NOT TO SCALE ~ 54.0 I AECOM PROJECT No. 60531369 S.LN]~40!00 Ob!010]NV-1 - 3 IN]MON30IV 8 L/Z L/60 L098-Â£88 â‚¬26 699 â‚¬8 uo Iduloxe 10 eoual JJ;S UWAD.lp SlN]FIN00 1NÂ®LihIV 30 DNIall88-V 1N30ICIN30IV u.[00 d.looS]n MAAM ;n j s! 09.0** Jal.~*OUD UO @Snal 10:1 st al;~noop 1004uoo 8 SS 321(OaV 311S 3nSSI 01313 2336 NOISIA38 6 1/3 L/Â£0 18 N0IldlajOS3CI 31Va /\3b! LL909 'Â»1&1Vd S31S3 3AV NOSdMOH.1. 9:8 109 ELLO-900 UO!1eJO 2301233~~-X)d~ L Log LOE e! ejd JaM S Ue u spe1!40-'D P@SU@0 1-le old Jo s@3!Alla~ 1Â¥0 3ASSI â€žg/L L ' DN3931 1 S31ON 1V@3N39 NOlldINDS30 ASCE 7-10 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 WIND VELOCITY 175 MPH ALL-LITE, MCDONALDS SITE SUBMITTAL ~ BUILDING EXPOSURE C 1 TRELLIS DEAD LOAD 3.5 PSF TRELLIS LIVE LOAD 0.0 PSF i GROUND SNOW LOAD 70.0 PSF TRELLIS WIND LOAD DOWN 36.0 PSF ' SHEET DESIGNATION TRELLIS WIND LOAD UP 36.0 PSF 1 1 C-1 .... COVER SHEET : TRELLIS LOAD ACTING DOWN 85.4 PSF G-1 .... GENERAL VIEWS TRELLIS LOAD ACTING UP 33.9 PSF P-1 .... PLAN ~ i E-1 .... ELEVATION 1 1 D-1 .... DETAILS & SECTIONS ~_______________ _S_PACE_RESEEKED FOR P.E._STAMP__-____ ___._ _-3 TRELLIS CORNER SECTION ANCHOR QTY & SPACING CORNER SECTION TAG ANCHOR QTY ANCHOR SPACING (ALSO SEE FOOTNOTE 1) (ALSO SEE FOOTNOTE 1) 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 96-LH-48-36-NC 8 5 9/16 in FOOTNOTE 1: TWO ANCHORS REQUIRED AT CANTILEVERED ENGINEERING MITERED CORNER, SPACED 12" O.C. (REF. SHEET P-1 FOR Fe== Uf77Â¥:m- This Certification is limited to the structural design of the structural i'Â» rt LOCATION) components of this Sunshade system. It does NOT include 1 45136 j APPROVAL NECESSARY BEFORE FABRICATION CAN responsibility for: \ BEGIN. PLEASE FILL IN THE INFORMATION BELOW. *O I * Structural design of glass liles, gaskets, and sealants. * Design of material separation to prevent reaction between .#i,blic-4* ANCHOR SCHEDULE (ASCE 7-10) dissimilar metals. REQUIRED TRELLIS ON SITE DATE: APPROX. O.C. SPACING APPROX. O.C. SPACING * Design of air and water infiltration prevention WALL WIND EIFS ALL OTHER * The manufacture, assembly, or installation of the system. CONDITION SPEED - DELIVERY CONTACT PERSON: 11/01/2018 EXTERIOR CONDITION EXTERIOR CONDITIONS * Quantities of materials or dimensional accuracy of drawings. - (ALSO SEE FOOTNOTE 1) (ALSO SEE FOOTNOTE 1) DELIVERY CONTACT PHONE#: 5115 36" 36" 140 N/A N/A SHOP DRAWING REVIEW WOOD 155 N/A N/A U REVIEWED AND APPROVED m REVISE AND RESUBMIT Review is for general compliance with contract documents Sole responsibility for accuracy of dimensions. detail. quantities and 180 N/A N/A U NOTE MARKUPS ~ REJECTED safety during fabrication & erection shall remain w/the Contractor. DRAWING HAS BEEN REVIEWED FOR CONFORMITY TO THE 5115 N/A N/A GENERAL INTENT OF THE CONTRACT DOCUMENTS. THE El No Exception Taken URS Corporation 140 N/A N/A CUSTOMER SHALL BE RESPONSIBLE FOR VERIFYING O Revise As Noted 1255 Broad Street, Suite 201 CMU 155 N/A N/A PRODUCT. ALL-LITE ASSUMES THAT THE BUILDING DIMENSIONS, ACCURACY AND QUANTITIES FOR EACH O Amend & Re-submit Clifton, NJ 07013 180 N/A N/A CONDITIONS, ILLUSTRATED OR NOT, ARE CAPABLE OF O Rejected / See Remarks Phone: (973) 883-8500 SUPPORTING THE SUPPLIED PRODUCTS AT THE SPECIFIED Fax: (973) 883-8501 195 N/A N/A DESIGN LOAD. FOOTNOTE 1: ADDITIONAL ANCHORS ARE REQUIRED 6" FROM EACH BY: DATE: BY G. Andrada DATE 10/23/2018 END OF MOUNTING RAIL (MAX.) ALL-LITE ARCHITECTURAL PRODUCTS UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: COVER SHEET DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 ALL-LITE PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: X.X 80.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE ilÂ° THIS DRAWING AND THE DESIGN REPRESENTED ARE FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW 43 .63 THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW C0PIED, 0R USED F0R ANY PURP0SE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 1 of 12 SCALE: N/A 271603 1737290 C-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ UPPER TIE-BACK MOUNT UPPER TIE-BACK ROD REFER TO SHEET D-1 FOR MOUNTING HARDWARE LOWER TIE-BACK ROD INFILL PANEL LOWER MOUNTING BRACKET . .. HAIRLINE JOINT BETWEEN SECTIONS SNAP CLOSURE PLATE AT FASCIA SNAP CLOSURE PLATE ON OUTRIGGER ENDS 105 School Creek Trail RICE Ph~ne~(920)~17-41201472 '"~~~~~A~~~-~6 ENGINEERING Fax: (920)-617-1100 / www.rice-inc.com 1~~~~~~~37r~ This Certification is limited to the structural design of the structural ~4 r-I components of this Sunshade system. It does NOT include 1 45136 j responsibility for: * Structural design of glass lites, gaskets, and sealants. A~f, ~,'~~- UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road * Design of material separation to prevent reaction between 043@NA-(-9> DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: ALL-LITE DRAWING DESCR: TRELLIS GENERAL ASSEMBLY X.X 10.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * The manufacture, assembly, or installation of the system. 11/01/2018 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX 320.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE i1Â° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW + 63 FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF Pa INDUSTRIES. SHEET: 2 of 12 SCALE: NTS 271603 1737290 G-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ INTERNAL GUTTER SYSTEM ALLOWING WATER TO DRAIN FROM LOWER â€¢ RIGHT SIDE OF TRELLIS. e - (PANEL SHOWN IN CUT VIEW) G e 8 0 e REAR OF 0 8 e TRELLIS Â® e. e e e . e e e e e 8 0 e e 0 0 e e e 8 e e e e e FASTENERS ATTACH PAN TO SUPPORT ANGLE (FASTENERS CAN BE REMOVED IN FIELD FOR e e REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS . OF LIGHTS) e FRONT OF TRELLIS 105 School Creek Trail > CUSTOMER IS TO: 4.-h RICE p22 ~g~o)Yi~-41201472 -4004k~, -VERIFY ALL CONDITIONS ENGINEERING Fax: (920)-617-1100 ~ ~R~Jâ‚¬~r www.rice-inc.com G~i' Â«.<sivp~ ~>>6~2.4~t- -VERIFY ALL DIMENSIONS 2 42, ~,VERIFY ALL QUANTITIES This Certification is limited to the structural design of the structural WATER TO DRAIN FROM GUTTER IN THIS AREA. -VERIFY FINISH TYPE & COLOR SELECTION components of this Sunshade system. It does NOT include I' 45136 ) responsibility for: /' UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between ,%&-6-/ DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: UNDERFILL PANEL * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: X.X *0.060 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * The manufacture, assembly, or installation of the system. 11/01/2018 X.XX *0.030 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 ANGLE *lÂ° THIS DRAWING AND THE DESIGN REPRESENTED ARE * g C0PIED, 0R USED F0R ANY PURP0SE OTHER THAN DESIGN DATE: 11/13/2017 CHI<'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 Pa INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 3 of 12 SCALE: NTS 271603 1737290 G-2 I:\0 ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 ~*Ff#~W~il'~PgrIJA-~U www.rice-inc.com S U,/el / 42%35,8 This Certification is limited to the structural design of the structural ~ /0 r, 8 components of this Sunshade system. It does NOT include ~ ' 45136 3 ~ responsibility for: * Structural design of glass lites, gaskets, and sealants. FASTENERS ATTACH PAN TO SUPPORT ANGLE * Design of material separation to prevent reaction between ty (FASTENERS CAN BE REMOVED IN FIELD FOR dissimilar metals. REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS OF LIGHTS) * Design of air and water infiltration prevention * The manufacture, assembly, or installation of the system. â€¢ * Quantities of materials or dimensional accuracy of drawings. 11/01/2018 REAR OF FASTENERS ATTACH PAN TO REAR OF TRELLIS TRELLIS (FASTENERS CAN BE REMOVED IN FIELD FOR , REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS e OF LIGHTS) // -- 1 \ -GUTTER SYSTEM WILL DISCHARGE , WATER IN THIS AREA e \ 1 e I ... ./ e e 6-7/8" CUT OUTS FOR LIGHTS 4 CUT VIEW e FASTENERS ATTACH PAN TO SUPPORT TUBES (FASTENERS CAN BE REMOVED IN FIELD FOR ' REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS OF LIGHTS) ' FRONT OF TRELLIS e e FRONT SUPPORT ANGLE e PAN SUPPORT ANGLES > CUSTOMER IS TO: 4-h -VERIFY ALL CONDITIONS GUTTER SYSTEM -VERIFY ALL DIMENSIONS PAN SUPPORT TUBES -VERIFY ALL QUANTITIES -VERIFY FINISH TYPE & COLOR SELECTION UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: UNDERFILL PANEL DETAIL PAN SUPPORT OUTRIGGERS DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 Fax: 817-831-3110 ALL-LITE PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: X.X *0.060 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.030 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 ANGLE *10 THIS DRAWING AND THE DESIGN REPRESENTED ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 * Â·EFI C0PIED, 0R USED F0R ANY PURP0SE OTHER THAN DESIGN DATE: 11/13/2017 CHI<'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER Pa INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 4 of 12 SCALE: NTS 271603 1737290 G-3 I:\0 ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ FINISH CODES TIE BACK ROD COLOR FOR ENTIRE JOB CODE COLOR CODE | MATCH TRELLIS FA APOLLO WHITE FC CHARCOAL GRAY Cal 145" - BUILDING - 36" - PRCO FP PLATINUM APWRON FG YELLOW 2"BUMP OUT ---4- +/-142 field verify i 1 141" 41 == SPECIAL CONSTRUCTION NOTES: | FINISH:FA I 1 _ 25" 1. CANOPY ATTACHMENT PLATE 0 -. 48" -Cl TE1R-DR - -(2) ANCHORS REQUIRED AT CANTILEVERED 0 80 - - 48" _CE1L ~ - 56" CE1R 1--56-DL-96" ~ MITERED CORNER, SPACED 12" O.C. -LH-48-35-NC- / FINISH: FA . 0 J 1 I ~ ,-6-3-7 /.1\ <z U 2%!E - 1 AND WALL (BY OTHERS) V*~ -* - 11 FLASHING 0 W BETWEEN TRELLIS (1) ME12 105 School Creek Trail (. Heavy Duty Lower Shroud -2 [<> RICE Luxemburg, WI 54217 r--X--X--v--V--X--~X~--N-h r Clip and Connections J - k Phone: (920)-617-1042 AAID-4 ENGINEERING Fax: (920)-617-1100 / Maximum Stiffener Spacing h P CD> flub L EM\ +/-376 field verify www.rice-inc.com b- 11.2" o.c. (Typ.) -< LX..X_.A._A.-k.X.-A.-;/ Elf!Â§ kE 9 This Certification is limited to the structural design of the structural L.kx_xj.-Ax-,4.--x-7 (1) MFZ- - components of this Sunshade system. It does NOT include (2) M 144 \0 1 k...7/ M responsibility for: I * Structural design of glass lites, gaskets, and sealants. *2 * Design of material separation to prevent reaction between m ~ dissimilar metals. Mitered Corner * Design of air and water infiltration prevention * The manufacture, assembly, or installation of the system. Maximum StiffenerSpacing + 62 ~ 1* * Quantities of materials or dimensional accuracy of drawings. 12" o.c. (Typ.) k -1 199 L 1 11 im p' 0 1 45136 j 8 PROJ '592~- . k 1 1 1 11/01/2018 SHOP DRAWING REVIEW Review is for general compliance with contract documents Sole responsibility for accuracy of dimensions. detail, quantities and safety during fabrication & erection shall remain w/the Contractor. 1. FASCIA SECTION WILL BE SHIPPED IN 12 FOOT SECTIONS. A SECTION PIECE NOTES: O No Exception Taken URS Corporation OF THE FASCIA RUN MUST BE FIELD TRIMMED TO FIT. LEAVE 1/4" GAP AT 0 Revise As Noted 1255 Broad Street Suite 201 OTHERWISE SPECIFIED. CONDITION FOR THERMAL EXPANSION. FASCIA FINISH IS PLATINUM UNLESS O Amend & Re-submit Clifton, NJ 07013 3. ALL INSTALLATION HARDWARE TO BE MILL FINISH UNLESS OTHERWISE 2. "Mxx" - MOUNTING RAIL TAG. O Rejected / See Rernark5 Phone: (973) 883-8500 SPECIFIED. Fax: (973) 883-8501 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road BY G. Andrada DATE 10/23/2018 Phone: 817-509-2300 PROJECT: SITE ID 005-0173 DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 TOLERANCE UNLESS NOTED: ALL-LITE DRAWING DESCR: PLAN VIEW, TRELLIS & FASCIA X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX Â£0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX to.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE Â£10 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 A INITIAL RELEASE 11/13/2017 ISW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 5 of 12 SCALE: 3/32"=1'0" 271603 1737290 P-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ IONd TF1R-36 NOLLIGNOD DMI V:1: HSINI=1 ~ B/FASCIA & TRELLIS ELEV + 10'-11" ~ T/SLAB ELEV + O'-O" DRIVE-THRU ~A~ ELEVATION SCALE: 3/32" = 1' ~ P-1 (2)35" Q TO i - -(5) 56" Q TO Q 14"WALL TO (l --~ --i ~ B/TRELLIS ELEV + 10'-11" 71 1 1 I T 1 111= B/CANOPY & TRELLIS ELEV + 9'-0" ~ T/SLAB ELEV + 0'-0" -44- 2" CLEARANCE BETWEEN FACE OF WALL AND TRELLIS 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 1.1,87110 1 4 2.63 /44*\d~ FRONT riil ELEVATION www.rice-inc.com This Certification is limited to the structural design of the structural '4 1. FASCIA, LINE TO LINE FIT. components of this Sunshade system. It does NOT include 1 45136 3 SCALE: 3/32" = 1' ~ P-1 NOTES: responsibility for: ' / Ac: * Structural design of glass lites, gaskets, and sealants. UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road * Design of material separation to prevent reaction between DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. ~*SiONAL-E*' Phone: 817-509-2300 PROJECT: SITE ID 005-0173 * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: Fax: 817-831-3110 ALL-LITE DRAWING DESCR: ELEVATION VIEWS - FRONT & DRIVE THRU X.X :=0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * The manufacture, assembly, or installation of the system. 11/01/2018 X.XX 10.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX 3=0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *1Â° THIS DRAWING AND THE DESIGN REPRESENTED ARE FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW 43 EFI THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW C0PIED, 0R USED F0R ANY PURP0SE OTHER THAN DESIGN DATE: 11/13/2017 CHICD BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 6 of 12 SCALE: AS NOTED 271603 1737290 E-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 56" â‚¬ TO Q - -13" â‚¬ TO i 48" i TO 1 --- - ~- 14" WALL TO (l ~ B/FASCIA & TRELLIS , /1 1 HI 1 1 ELEV + 9'-0" ~ T/SLAB ELEV + 01-0" 2" CLEARANCE BETWEEN -FACE OF WALL AND TRELLIS ENTRY ~ ELEVATION SCALE: 3/32" = 1' \gl/ P-1 B/FASCIA ~ B/FASCIA C ELEV + 101-11" ~ ELEV + 9'-0" ~ T/SLAB ELEV + O'-O" REAR rin ELEVATION 105 School Creek Trail SCALE: 3/32" = 1' ~gl/~ P-1 RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 00,,ii'Y ~ R.46 www.rice-inc.com * NOTES: This Certification is limited to the structural design of the structural components of this Sunshade system. It does NOT include 1. FASCIA, LINE TO LINE FIT. 1~ 45136 ) responsibility for: * Structural design of glass lites, gaskets. and sealants. UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road * Design of material separation to prevent reaction between *iialiC-40 DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: ELEVATION VIEWS - ENTRY & REAR * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * The manufacture, assembly, or installation of the system. 11/01/2018 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE :ElÂ° ~'~0\ -1~~~- THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION i 1/16 ttidi Pa INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 7 of 12 SCALE: AS NOTED 271603 1737290 E-2 C I:\C ENGINEERING PROJECT-S\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 105 School Creek Trail RICE Phone~~~~17-41201472 2~~~B~f~ ENGINEERING Fax: (920)-617-1100 6~583' 12-,3~% - 5 3/8" = ~STUCCO WALL ASSEMBLY BY OTHERS www.rice-inc.com 9 MINIMUM 2XB DOUBLE STACKED This Certification is limited to the structural design of the structural ,-4 r' WOOD BLOCKING REQUIERED, SEE components of this Sunshade system. It does NOT include 1 45136 3 7/8" -- - 3 5/8" - --1 7/8" ) STRUCTURAL DRAWINGS FOR ACTUAL --3/4" SCH 40 ALUMINUM SLEEVE responsibility for: ' ---- BUILDING BLOCKING REQUIREMENTS. - - ---.~~ ~ SEALANT BY OTHERS (BY OTHERS)-- SUPPLIED LONGER FOR FIELD TRIM 4, E * Structural design of glass lites, gaskets, and sealants. - 7 WITHIN AIR SPACE AND STUCCO * Design of material separation to prevent reaction between ~i@NIC-40 v x , ) / \ I dissimilar metals. * Design of air and water infiltration prevention k r / * The manufacture, assembly, or installation of the system. 11/01/2018 / fij. -- + 1 FIELD INSTALLED * Quantities of materials or dimensional accuracy of drawings. ~ ~ 9-/ e' \ - i). Â·UPPER TIE-BACK MOUNT m %\ 1 0 l *44*26 / 5/8" DIA. GALVANIZED LAG BOLT h' / -1 \ / / AND STANDARD WASHER (1 3/4" O.D.) 1 /~ ~ 1 \\0( 3" MIN. THREAD PENETRATION ~ ~ -21/2" MIN. EDGE/END DISTANCE < 1 UPPER TIE-BACK MOUNT 1 ) PREDRILL HOLES @ 40Â°/0-70Â°/o DIA. ' (SUPPLIED BY ALL-LITE) - . 1 - CrL 1 / \ # TIE-BACK ROD L (1) 3/8" DIA. SS BOLT UPPER TIE-BACK rirl BOLT LOCATION TRELLIS r-Â« TIE-BACK DETAIL - SCALE: 3" = 1' ~ D-1, D-2, D-4 SCALE: 2" = 1' ~ D-1, D-2, 04 -STUCCO EXTERIOR BY OTHERS UPPER TIE-BACK ROD . r~ / ~ -METAL FLASHING 30<7 AND SEALANT ~ (BY OTHERS) \ (1) #12 SS FASTENER @ 12" O.C. LOWER TIE-BACK ROD ~ KiIi-7 // v-5/8" DIA. GALVANIZED /----h\ -ALUMINUM IN-FILL PANEL .0~f@ -,--5 LAG BOLT AND WASHER 0 * 1 3" MIN. THREAD PENETRATION / ON 1/4" PER 12" SLOPE i 49%- / 21/2" MIN. EDGE/END DISTANCE 1 6" MAX. FROM END MOUNTING RAIL 1 PREDRILL HOLES @ 40%-70% DIAMETER -r- ~ SEE ANCHOR SCHEDULE ON SHEET C-1 \ / bo \ (SUPPLIED BY ALL-LITE) 1-2 C / f-;1/ 7-4 ...~ 1 ~ ~ ' L-TRELLIS MOUNTING RAIL 1. 48" TRELLIS PROJECTION * MINIMUM 2X8 DOUBLE STACKED * - FIELD INSTALLED WOOD BLOCKING REQUIRED, SEE WOOD BLOCKING BY OTHERS STRUCTURAL DRAWINGS FOR ACTUAL TYPICAL TRELLIS /14 SECTION BUILDING BLOCKING REQUIREMENTS. SCALE: 1" = 1' *Ilf P-1 (BY OTHERS) TRELLIS rg-\ MOUNTING DETAIL - SCALE: 2" = 11 \221/ D-1, D-4 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 TOLERANCE UNLESS NOTED: Fax: 817-831-3110 ALL-LITE PROJECT: SITE ID 005-0173 X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX Â£0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *10 THIS DRAWING AND THE DESIGN REPRESENTED ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION =El/16 a g PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: N/ REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 8 of 12 SCALE: AS NOTED 271603 1737290 D-1 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ - 35" â‚¬ WOOD BLOCK TO â‚¬ WOOD BLOCK -- - 33" TOP OF TRELLIS TO i TIE-BACK- 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax:(920)-617-1100 www.rice-inc.com This Certification is limited to the structural design of the structural components of this Sunshade system. It does NOT include ; 45136 j responsibility for: * Structural design of glass liles, gaskets, and sealants. (10)#12 SS SHEET ~ - * Design of material separation to prevent reaction between 4~k -__ 0..i.i~beff METAL SCREWS~ ar 1 dissimilar metals. '*ONA( iNG * Design of air and water infiltration prevention * The manufacture, assembly, or installation of the system. 11/01/2018 \4/1, * Quantities of materials or dimensional accuracy of drawings. D-1 D-1 \ <.-< / I L.>Â« 1/8" X4"X 29"ALUM. \ CONNECTING PLATE (5052-H32) \ / I L - FROM FRONT OF RUN INSTALL PLATE 2"MIN ATTACH CANOPY TO TRELLIS / ----- USING CONNECTING PLATE (SHIPPED LOOSE) --1 CANOPY ATTACHMENT DETAIL -STUCCO EXTERIOR BY OTHERS / / / TRELLIS-CANOPY ~ CONNECTION / / ~ -METAL FLASHING SCALE: 2" = 1' \Bâ‚¬/ D-2 3<7 AND SEALANT 1~-/1 (BY OTHERS) UPPER TIE-BACK ROD - STANDARD , ~- 5/8" DIA. GALVANIZED LAG BOLT AND WASHER 3" MIN. THREAD PENETRATION 21/2" MIN. EDGE/END DISTANCE | (2) ANCHORS REQUIRED AT CANTILEVERED i MITERED CORNER, SPACED 12" O.C. LOWER TIE-BACK ROD < , PREDRILL HOLES @ 40%-70% DIAMETER \ XM.--N SECTION ANCHOR QUANTITY AND SPACING ~ SEE TABLE ON SHEET C-1 FOR CORNER O \ ' (SUPPLIED BY ALL-LITE) , i 1 / C k 0 / \ w MINIMUM 2XB DOUBLE STACKED WOOD BLOCKING REQUIRED, SEE WOOD BLOCKING BY OTHERS STRUCTURAL DRAWINGS FOR ACTUAL ' BUILDING BLOCKING REQUIREMENTS. 2"-4 .-- (BY OTHERS) 1 - 48" TRELLIS PROJECTION . TRELLIS fi~\ MOUNTING DETAIL SCALE: 2" = 1' ~ D-2 TRELLIS /51 SECTION SCALE: 1" = 1' \Rz&/ P-1 UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 Fax: 817-831-3110 ALL-LITE PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.XXX *0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *lÂ° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW THIS DRAWING AND THE DESIGN REPRESENTED ARE FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW ~ ~~ COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 9 of 12 SCALE: AS NOTED 271603 1737290 D-2 I:\[ ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ - 35" i WOOD BLOCK TO Q WOOD BLOCK - - >IDVE)-BI-1 1 01 SI113211 30 d01 â€žEE- NPEE \ 8. 8. 8. 1 1 1 1 1 1 1 1 8 2 I 30 1 8 bo 1 \1 L--1-------- 7-9 1 - L------------ ---4 + L.b ./ \ 1 BANDING BY OTHERS L BANDING BY OTHERS 30" CANOPY 18" CANOPY - PROJECTION PROJECTION CANOPY ~R~ SECTION CANOPY ~ SECTION SCALE: 1" = 1' \92* P-1 SCALE: 1" = 1' \~Qg/ P-1 OUBLE WOOD BLOCKING BY OTHERS STUCCO EXTERIOR BY OTHERS i--77----------------3 A/Iip -17~5 1 Ild 1 1 -13< /-9-ftÂ» --3 98;; DIA. dkv. LAG-BOLT AND WASHER \- 3" MIN. THREAD PENETRATION WOOD BLOCKING 21/2" MN. EDGE/END DISTANCE BY OTHERS 6" MAX. FROM END OF CANOPY FRAME PREDRILL HOLES @ 40%-70% DIAMETER SEE ANCHOR SCHEDULE ON SHEET C-1 105 School Creek Trail (SUPPLIED BY ALL-LITE) RICE PhoneF (920)~175-4120141 <2~%~~, ENGINEERING Fax: (920)-617-1100 /.0~~d't:*0DD www.rice-inc.com .ly et/'+W- /';3~~ CANOPY ~S~ MOUNTING DETAIL This Certification is limited to the structural design of the structural 1~ ~ ';2 SCALE: 2" = 1' ~ D-2 components of this Sunshade system. It does NOT include Â£ 45136 j responsibility for: , * Structural design of glass lites, gaskets, and sealants. * Design of material separation to prevent reaction between 4ii2892.IllilliEBir UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. 11/01/2018 x.xx 10.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE i1Â° THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW THIS DRAWING AND THE DESIGN REPRESENTED ARE FRACTION *1/16 PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW * g COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 10 of 12 SCALE: AS NOTED 271603 1737290 D-3 I:\C ENGINEERING PROJECTS\McDONALDS --RELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ dr 0.160 Use 3/8" Dia. S.S. Thru Bolt to Shroud 1 ) 9-1 F (300 Series Stainless Steel, Condition CW) Use 0.16" thick Heavy Duty Bent Ancle L \ \Y x 12" Long Each Side Outrigger 0 3 as shown (5052-H32) d 12 //--UPPER TIE-BACK ROD - STANDARD i U Use (7) #12 S.S. Fasteners Per Heavy Duty 1- 3 Clip attached to Outrigger (300 Series Stainless Steel, Condition CW) 0- 1- o Y 0.892 -L RO 060 A V /--LOWER TIE-BACK ROD , W \11 / -ALUMINUM IN-FILL PANEL [W / ON 1/4" PER 12" SLOPE i'P, \%\ , 4 ~ =L._- // Elf A/ / '2 / 2"-1 36" TRELLIS PROJECTION ./ b/-1 r --%\ Lower Shroud Clip & 105 School Creek Trail TYPICAL TRELLIS Â»6 SECTION ~ Connection Detail RICE Luxemburg, WI 54217 ~000.~~~~~~~,~~~26. Phone: (920)-617-1042 SCALE: 1" = 1' \81/ P- 1 SCALE: NTS \Elf P-1 ENGINEERING Fax: (920)-617-1100 / ll03,#Al.E/*B lE,Â·.fga~r- www.rice-inc.com This Certification is limited to the structural design of the structural '~D components of this Sunshade system. It does NOT include I 45136 responsibility for: * Structural design of glass liles, gaskets, and sealants. * Design of material separation to prevent reaction between DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 tiul-*P UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road dissimilar metals. Phone: 817-509-2300 PROJECT: SITE ID 005-0173 Fax: 817-831-3110 ALL-LITE DRAWING DESCR: TRELLIS SECTION & DETAIL VIEWS * Design of air and water infiltration prevention TOLERANCE UNLESS NOTED: * The manufacture, assembly, or installation of the system. 11/01/2018 x.xx Â£0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 THIS DRAWING AND THE DESIGN REPRESENTED ARE B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *10 THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW FRACTION *1/16 * Cl PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN DATE: 11/13/2017 CHK'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF Pa INDUSTRIES. SHEET: 11 of 12 SCALE: AS NOTED 271603 1737290 D-4 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ - 27 5/8" i WOOD BLOCK TO â‚¬ WOOD BLOCK 25 5/8" HOLE IN REAR FASCIA AND SNAP CLOSURE PLATE TO BE DONE IN FIELD BY OTHERS SCONCE MOUNTING BRACKET AND HARDWARE SUPPLIED BY OTHERS WIRING/CONDUIT FOR SCONCE THRU SCONCE MOUNTING BUCKET (SUPPLIED BY OTHERS) MUST MEET LOCAL CODE REQUIREMENTS SCONCE BY OTHERS MOUNTED / ' TO SNAP CLOSURE PLATE- 105 School Creek Trail RICE Luxemburg, WI 54217 Phone: (920)-617-1042 ENGINEERING Fax: (920)-617-1100 2*/40 1 www.rice-inc.com Th s Certification is limited to the structural design of the structural <~ --- - -- ~ components of this Sunshade system. It does NOT include ; 45136 ) responsibility for: * Structural design of glass lites, gaskets, and sealants. /' UNLESS OTHERWISE SPECIFIED 5101 Blue Mound Road 4*22221~Ition between <SFi~A-6 -AG' DIMENSION ARE IN INCHES. Fort Worth, Texas 76106 Phone: 817-509-2300 PROJECT: SITE ID 005-0173 TOLERANCE UNLESS NOTED: ALL-LITE DRAWING DESCR: SCONCE DETAIL * The manufacture, assembly, or installation of the system. X.X *0.030 LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517 11/01/2018 X.XX *0.015 THIRD ANGLE PROJECTION ARCHITECTURAL PRODUCTS CUSTOMER: MCDONALD'S USA, LLC * Quantities of materials or dimensional accuracy of drawings. X.XXX *0.010 B REVISED PER CUSTOMER MARKUPS 10/22/2018 JJQ ANGLE *10 THIS DRAWING AND THE DESIGN REPRESENTED ARE FRACTION *1/16 Pa INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED, A INITIAL RELEASE 11/13/2017 LSW ~ ~ THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF PROJ. MGR: ZAC PARKER DRAWN BY: LSW C0PIED, 0R USED F0R ANY PURP0SE OTHER THAN DESIGN DATE: 11/13/2017 CHI<'D BY: ORDER NUMBER P.O. NUMBER DRAWING NUMBER MAX HOLE BREAKOUT: REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN REV. NO. DESCRIPTION DATE DRAWN BY 15% OF MATERIAL THICKNESS CONSENT OF PCI INDUSTRIES. SHEET: 12 of 12 SCALE: NTS 271603 1737290 D-5 I:\C ENGINEERING PROJECTS\McDONALDS TRELLIS\0 - ATL Trellis Submittals\271603 ESTES PARK, CO SITE ID 005-0173\CAD Models\Approval\ 9, Received Date SEP i<2018 Town of Estes Park permit Number 13 -1 0146, Received B,1 Comrrercial Application / Building Permit ~IL._ Departmgnle[Quildir~g Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires Â¥\9< \5 General Information (970) 577-3726 â€¢ FAX (970) 586-0249 ~ www.estes.org/CommunitÂ¥Development N6te: Use this form for Non-residential and Mixed-use Buildings Permit Expires McDonald's Job Address- 501 Big Thompson Ave Lot size: 33,358 sf/ac Lot: _2_ Block:N/A Subdivision: Stanley Village parcel #: 3524439002 Owner Name: Stanley Village Shopping Center, LLC Phone: 970-352-5860 Address: 1130 38th Ave, Suite B Greeley, CO 80634 BCL-20~GgB)-594 contractor: Westec Construction Town License #: 2529* Phone: 303-684-9900 I98 Address: 11409 Business Park Circle #300 Lonqmont, CO 80504 Email Address (REQUIRED): brian@Westecconstruction.com The Following Applies to New Work Only-Complete all that apply: CINew Building MAIteration OAddition Building Use(s): Existing Fire Alarm Existing Fire Suppression New Fire Suppression Existing: Restaurant proposed: To remain Â¤ Yes ~ No O Yes M No Â¤ Yes ~ No Sewer: ~ Estes Park Sanitation Â¤ Upper Thompson Sanitation Â¤ Private Septic- Requires Applicant to first go to the Health Department. Plumbing Involved: Il No A Yes- State and Town Licenses Required Fixtures: Â¤ Add Â¤ Relocate El Replace Â¤ Demolish Water Service: XI Existing 0 New - #of Meters: Meter Size: inches Electric Involved: Â¤ No ~Yes- State & Town License Required. State Permit and Inspection Required. Service: 94 Existing O New O Overhead Il Underground; Il New Sprinkler System Line # of Meters: ; Meter Size: amps; Temp Meter: O No O Yes Phase Volts Tvpe of Heat: /1 Gas Il Furnace Fuel Gas Involved: O No Il Yes - Qualifications and System Sizing Required. Â¤ Electric O Boiler Type: Â¤ Natural Gas Il LPG # of Gas Appliances / Outlets: Building Height: # Floors Basement (sf) 1st Floor (sf) 2nd Floor (sf) Garage / Car~ort (sf) Porch w/ Roof Deck w/0 Roof Fin N/A Fin Fin N/A Attached /A (sf) (sf) 17'0" Ft, 1 unfin N/A Unfin unfin N/A Detached N/A N/A N/A Job Description: Total Valuations (Labor & Materials) $ 493,000 Interior and exterior McDonald's remodel ecD gl~ I certify this application is true and correct and agree to perform thework described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. 1 certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. O Contractor O Owner O Owner's Agent OTenant See attached owner's permission form Signature Date Print Name Office Use Only Job Description: Department Approved Disapproved Fees 1&118210 0. 4 E>Â¢r-Ezz* Acr~gu<n 0,4 Applicable Code(s) Type of Const. Occupancy Class(es): Public Works 20,5 I- Cooes ya A- 2 Water Occupant Load(s): Floor Load(s): Roof Load: Light & Power 1/ 10 PEF Planning 180.00 Varia*es. cilha@Rap 1 1 -*rkE~m System Fire Suppression System Building r.19 4058:16 Plan Review cip pÂ£2 144Â£0.08 2%29.38 Front Side Rear It*r County Tax ae 2200.CO Setbacks 1 i /#5 \5 0 Cert. of occupancy.,--, C.,pt~ las).CO Zoning Census # Hazards ~Q Wi@Â¢Â·e Fi441 e.89*1 22% l. 4 1=24 2Â®.00 CO 1 4 9684.18 Buildingfilrial _ Date Total , Jag=' t o /zw/~ a i 1 0'8238,06 PNED U:\BuildingDept\FormsandReterences_Building\Applications<Comn'fercial Building permit\Commercial Buildin**ert),itkil APPROVED.hc- 1 "v wil u 19/2015 Rf n 4 01 FOF B. C.LAY TON A 2017 REMODEL BUILDING DRAWING INDEX EXIT 1 REVISIONS EXIT 2 ]Â·Â«3+ 1 r ->-E *{ EXIT 2 CORE 16 EXTERIOR 2.0 CBA Tl.0 COVER SHEET 0 1 1 1 ly ROCKY MOUNTAIN REGION CIVIL Cl.O CIVIL SITE PLAN egÂ¥Rir7~L -,-L---2)1----99&-----,-1 ~ BUILDING INFORMATION: C2.0 CIVIL DETAILS B DS.0 DEMO SITE PLAN Le) 1|' |---aF22, ADDRESS: 8 SP.1 SITE PLAN B SP,2 DIMENSIONED SITE PLAIN STATE SITE CODE 005-0173 STREET ADDRESS 501 8IG THOMPSON AVE SD. 1 SITE DETAILS CITY ESTES PARK, SD 2 SITE DETAILS COUNTY LARIMER COUNTY ODMB DRIVE-THRU DETAILS L 10 91 1 42' t 1Â·36~IN{ STATE COLORADO, CO 80517 Fl,0 DRIVE-THRU DETAILS STRUCTURE: 38 I + VERIFY IN FIELD ARCHITECTURAL 1 T 1 71' ~ Li I CB AD 1,0 DEMOLITION - FLOOR PLAN & UTILITIES: GENERAL NOTES & KEYNOTES 70' IT *-1/ 11~14* r--+---1 VERIFY IN FIELD C B AD2.0 DEMOLITION - ELEVATIONS & NOTES 14 12'2 C B ADZ. 1 DEMOLITION - ELEVATIONS & NOTES 74' TI 63' =rÂ» 1 ED<IT 2 C B Al 0 FLOOR PLAN -J BUILDING CODE: CB Al.1 REFLECTED CEILING PLAN E- ROOF PLAN C A Al.2 ... L --1- ---1----------, 1 BUILDING CODE EDITION: INTERNATIONAL BUILDING CODE 2015 W/ LOCAL AMENDMENTS C B' A20 ELEVATIONS .9021904 IJECHANICAL CODE EDITION: ~ INTERNATIONAL- MECHANICAL CODE 2015 W/ LOCAL AMENDMENTS CB A2.1 ELEVATIONS ,-9->L f-Â»> ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2017 W/ STATE AMENDMENTS C A3.0 WALL SECTIONS & DETAILS Â· SAF TY GEN : PLUMBING CODE EDITION: INTERNATIONAL PLUMBING CODE 2015 W/ LOCAL AMENDMENTS C A3.1 WALL SECTIONS & DETAILS 07Â»-= Â»i LIFE SAFETY AND KEY PLAN 1 -' 00. ENERGY CODE EDITION: INTERNATIONAL ENERGY CODE 2015 W/ LOCAL AMENDMENTS C A3.2 WALL SECTIONS C irt- NOT AN EXIT. SIGNAGE REQUIRED 9-= EXIT SIGN NORTH 58 SEATS (EXISTING) FIRE/LIFE SAFETY CODE EDITION: INTERNATIONAL FIRE CODE 2015 W/ LOCAL AMENDMENTS A3.3 WALL SECTION DETAILS 43.-tk\\ / EXIT ACCESSIBILITY CODE EDITION: ANSI 117.1 2009 C A4.0 RESTROOM PLAN AND ELEVATION Q.700 "NO CHANGE IN OCCUPANCY LOAD PROPOSED FOR THIS PROJECT" A4.1 ENLARGED PLAN DETAIL, FINISH AND DOOR SCHEDULE > EXIT DISCHARGE Â· ~ EXIT TRAVEL BUILDING DATA: STRUCTURAL .%2 E 1XX 717~ TRAVEL DISTANCE OCCUPANCY: A-2 ASSEMBLY CONSTRUCTION TYPE: EXISTING i B A Sl.0 GENERAL NOTES & KEY PLAN NUMBER OF STORIES: 1 A S2.0 SECTIONS 0:U)a, BUILDING GROSS AREA: 4,318 S.F. C A S3.0 SECTIONS CONSTRUCTION PROJECT MANAGER: C A 84.0 SECTIONS 04%5* NAME: ADDRESS PHONE # DESIGN LOADS: MECHANICAL 1"bi A Ml.2 CEILING PLAN ~ @ 53 6 - MANAGER TREVOR PROPHET 4643 S. ULSTER ST., SUITE 1300 303-519-4001 DENVER, CO 80237 GROUND SNOW LOAD: 70 PSF A ~14.0 GENERAL NOTES & LEGEND AECOM/URS WIND LOAD: 175 MPH (EXPOSURE C) . CONTACT EVAN SCOTT 1255 BROAD STREET, SUITE 201 973-883-8590 SEISMIC DESIGN CATEGORY: B Wl. 1 MECHANICAL- SCHEDULES AND NOTES - CLIFTON NJ 07013 . -J ~03 PLUMBING 2 -1 42% DESIGNER OF RECORD: PD1,0 DEMOLITION FLOOR PLAN LIFE SAFETY SYSTEM: 2 -2 3*22~5 PO.0 NOTES AND LEGEND 1 63 pe. -DISCIPLINE:_N-AME:EMAILADDRESS: PHONE#:LICENSE EMERGENCY LIGHTING: _L YES - NO PO 1 SCHEDULES AND DETAILS EXIT SIGNS: aL YES - NO pl.o PROPOSED FLOOR PLAN 2 J Â§149:con ARCHITECTÂ· EVAN SCOTT evon scott@oecom.com (973)883-8590 403867 FIRE ALARM AND SMOKE DETECTION SYSTEM: YES -1- NO STRUCTURALÂ· MOHAMED YOUSEF mohamed yousef@oecom com (973)883-8573 47248 PANIC HARDWARE: _2_ YES - NO MECHANICAL FRANK CONSTANTINOPLE frank.constantinople@aecom.com (973)883-8601 51101 FIRE SPRINKLERS: - YES -1- NO ELECTRICAL E Hia PLUMBING FRANK CONSTANTINOPLE fronk.constantinople@oecom.com (973)883-8601 51101 El.O ELECTRICAL SPECIFICATIONS & GENERAL NOTES 9 4:5:05 .1 0 ELECTRICAL: FRANK CONSTANTINOPLE frank.constontinople@oecom,com (973)883-8601 51101 - :low-- SYMBOL LEGEND: CB El.1 ELECTRICAL SCHEDULES W "I= 5.- 03: 8 E2.0 ELECTRICAL FLOOR PLAN /21 DETAIL 1 SECTION TAG CB E2.1 ELECTRICAL LIGHTING PLAN 6 2 APHI ~3411/2-=1'-0"DETAILNUMBER C E2.2 ELECTRICAL ROOF PLAN DEFERRED SUBMITTAL NOTES: ,--0 : Â® 1115:80, rih f 1 Â¥0 1#301: s -' C C â€¢ DETAIL TAG M- EX=Ef2 -2 1. TRELLIS FRAMING AND CONNECTIONS SHALL BE A DEFERRED SUBMITTAL. CONTRACTOR SHALL SUBMIT ALL 0 ~ KEY NOTE TAG SHOP DRAWINGS TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 0---, SCOPE OF WORK: E - â‚¬ .0 0 - 0 OF- 4 U SLAB LN-22 */: I. 7-a-37- ELEVATION TAG REFERENCE POINT 1. DINING AREA; NEW CEILING AND FLOOR. DINING ROOM EXISTING PARTITION/WALL TO REMAIN 2. FINISH AND LIGHT FIXTURES. ROOM NAME & NUMBER 3 UPDATED RESTROOMS [ICI] 4. NEW MODULAR FRONT COUNTER. - EXISTING TO BE REMOVED 5. NEW FURNITURE//SEATING Err OTHERS ~ DOOR TAG RESTROOM ACCESSORY TAG - DEMOLITION HATCH ExTER,OR =.1 NEW PARTITION/WALL ASSEMBLY 1 REMOVE EXISTING MANSARD ROOF. REPLACE WITH NEW TRELLE PARTITION TAG 2. REMOVE & REPLACE EXISTFNG SIGNAGE (BY OTHERS) DRAFTSTOPPING: ...... 3. PAINT EXTERIOR SEE PLANS AND PARTITION TYPES 4 ADD NEW CANOPIES/ AWNINGS. ~ MCDONALD'S BRAND ARCHITECTURAL FINISH/ELEMENT KEY NOTE TAG 5 ADD NEW EXTERIOR LIGHT FIXTURES 0 6, NEW VESTIBULE ADDITION N CL UNDER SEPARATE PERMIT: 02 to Reilened fi,r Compliance =- 2. MECHANICAL SYSTEM IS TO BE FULLY CLEANED AND RE-BALANCED AFTER 3. SIGNAGE AND TRELLIS/ CANOPY SHOWN IN THIS CONSTRUCTION GENERAL NOTES (3 1. SIGNAGE h LU Â£ 9- '/- fut E- P.: Col.Jo ..,s~/*li,ir 1 ALL WORK MUST COMPLY WITH THE ICC/AN~ Al 17.1 2009 Â§~ANDARDS FOR 2. TRELL IS/ CANOPY FRAMING AND CONNECTIONS SHALL BE A - E -. , gral,ung'.pennit'.al,in/:t... althle ACCESSIBLE DESIGN (DEPT. OF JUSTICE), UNCE'53--61MERWÂ« NOTED ABOVE. SEPARATE SUBMITTAL. CONTRACTOR SHALL SUBMIT ALL SHOP E 00 ...... ...struiu~licumells.'ll.....1.1.!ni. be DRAWINGS TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO 2010/ 1 ~ a p'm oT or Ap"*31 of wn Violdlion 11 an, INSTALLATION --- pniusi,inuf~he~biwe:....of,nvith. 005-0173 00 0 131 011 Rossmiller 09/27/2018 COMPLETION OF ALL CONSTRUCTION ACTIVITIES, REPORT IS TO BE COMPLETED AND DOCUMENTS ARE FOR COORDINATION ONLY. DELIVERED TO STORE OWNER/OPERATOR 'Tl.0 AFCOM PROJECT No 60531369 0 COVER 18 NOIidINDS 30 314 Cl A-38 8L/ZL/60 31VU , 1./. U. ;41+ 1_11# .1/W r,UbCâ€žU,11 ..,le 'U, ...W SiNml,00 0,8 30 - 8 iN3r'I0N3W(V 91/09/1 Â¢31.*~~ 1058 Â£99 â‚¬26 Â£ 6 ew s,inbaJ . 21 LUD;_ al 9(LUm 93rl,403 IN),418Â¥330 ON,01,Al - Â¥ ill,NON]lf Z 1/FO 1 1 woo dioosin dull TZ"'.~'~ 70 s, ;001-J JaHIOUD uo es- JO' INTUÂ° ..00Â¥ .IS 00 31'5 SIN3AIOD 0801]NÂ¥1 - D illMON]INÂ¥ 21 2, 60 aJO PO 1 0/ 4 ./pOJ'/9 SJell' 7 UPID 27%Â° pasur p d 1 'sailâ€¢ia o I si"Â¥0 8Olhl31X3 NOI.I.S l~i:Ilill.1].Mj KEYED NOTES Â® m 1. EXISTING UIDONALD'S BUILDING. 2. EXISTING TRASH ENCLOSURE TO REMAIN. 6 ~ | ~ 3. EXISTING LANDSCAPING TO REMAIN. 4. EXISTING LIGHT POLE TO REMAIN. 5, EXISTING SIGN TO REMAIN. 6 - 2.- -\ 6. EXISTING TRANSFORMER TO REMAIN. 7. EXISTING PARKING STRIPES TO REMAIN. 8. EXISTING ASPHALT PAVING TO REMAIN. e1Z 9. EXISTINIG CONCRETE PAVING TO REMAIN. 4 ' .~ 10. EXISTING CONCRETE CURB TO REMAIN. 877 11. EXISTING HAND RAL TO REMAIN. ~ 12. EXISTING A.D.A. COMPLIANT RAMP AND SIDEWALK TO REMAIN. & 44 Professional of Record 13. EXISTING DRAIN TO REMAIN. 1 14. EXISTING PIPE BOLLARD TO REMAIN. 15. EXISTING C.O.D.. MENU BOARD, AND CLEARANCE BAR TO BE REMOVED. In i 'lei L ~ 6 LS' 1 I :~ n S r 16. EXISTING PORTION Of ASPHALT / CONCRETE TO BE REMOVED AS I Ill) , ~ REQUIRED FOR NEW ASPHALT / CONCRETE FOR DRIVE THRU. PM. C,ji f ~ DESIGN L 1 r,, 17. EXISTING SITE RAIL TO BE REMOVED. \ A \ 1 7 1 1 1 L.-7 Solutions Group 18. EXISTING A.D.A PARKING STRIPES ANO SYMBOLS TO BE REMOVED. Architectural 1 L 1 1 1 Fi l 5 ' 1,Â· '41 19. PORTION Of EXISÂ·TING SIDEWALK TO BE REMOVED AS REQUIRED FOR NEW 8 : / 1 1 ADA COMPLIANT RAMP. SEE DETAIL 2/SO.1 AND CIVIL DRAWINGS. IRVINE. CA 92614 i' 38 .Ecul.....,sul. 3.0 L L /-2= 20. EXISTING PARKING STRIPES TO GE REMOVED. PHONE (949) 430-70~7 0 1 1/ 1 1 1 . 'E;F UEOâ‚¬â„¢AN. ARCHITECT @ ./ 4 r-~n 'll / Le~,1. -AA..AAAÂ«AAÂ«A..- 76 EAST liTCHELL DRIVE, ' )11....lon'Im'.Ing con j , -A,YULITION-OF-221-122-3 85012 -40â€¢E (602) 457-5700 1 ; ~ GENERAL NOTES BRANDON GAGLE, PÂ»OJE..ANAGER i b......m.gll. com 4 J 0 1 ROY PEDRO, ARCMITECT /5 1 \ A. VERIFY IN FIELD ALL LOCATIONS AND DIMENSIONS AND RESOLVE ANY KE~ WCCRACKEN. ARCHI~ECT -- 9 4 i @ -I L L . / DISCREPANCIES WITH Mc DONALD'S PROJECT MANAGER PRIOR TO JESSE ~ACIAS. vICE PRESIDENT \ i COMMENCING WORK. \ , 1 . U \ ' B. MAINTAIN EXISTING DRAINAGE PATTERNS WITH NEW CONSTRUCTION. A u X.* / 1 9\ C. COORDINATE ALL DRIVE-THRU STRIPING AND MARKINGS WITH MIDONAL['S r \ PROJECT MANAGER. r'' t'f 1, S24 @tâ‚¬*t Â® I) fle ?19) t'/ ~ 1 Â® AR-yAR/'4Â·Â·31*N 1 11 /, // 1 i LIZ--1 >4'"~ 4, A X / 8. - Â·1 D. CONCRETE SHALL BE 6" MINIMUM THICKNESS AND 4000 PSI STRENGTH #0:.7 06.08 0/ 1 L \ AT 28 DAYS. PROVIDE #4 REINFORCEMENT AT 12" O.C. AND SAWCUT 6 I ARC 004030 18 i M 1,/ ,/ It 1 ,-2.1. 2-71= . I . ~ . JOINTS IN CONCRETE PAVEMENT IN ACCORDANCE WITH ACI STANDARDS. 0 . . /6 7 1 0 1 (335<:*f ~=*010' i L @ \1\~ E. COORDINATE GROUND COVER Of NEW ISLANDS WITH MIDONALD'S PROJECT MANAGER. A - 4 1 le 10'3<Dka @ --0 \ 1 It , /3.-IMI 2 4 \ SUBGRADE PREPARATION AND CAST-IN-PLACE CONCRETE SHALL BE IN / L -' ' F. ALL SITE WORK INCLUDING BUT NOT LIMITED TO ASPHALT OVERLAY, EXP 10/31/19 \ . ACCORDANCE WITH McDONALD'S CONSTRUCTION SPECIFICATIONS. 90 b . h. /* 0\ 1 111 - '1 11155~r./~1~/LA '*hil.AA 2@ 4-1 k G. -TAIN EXISTING ORAINAGE PATTERNS WITH NEW CONSTRUCTION. 4 .J 4 2,12 . ' .1 111 I : Ii es 1 1- 1 I + N ~+Â® SITE AREA C - :1==mizil \- ; /'44%44%Â®f%44ty \ 1 Lt 1 f /'/'/'//l'l,Â·'~i~li'lifiliJA ky 4 / AREA OF CHANGE 757 S.F. --\ o 1 \\ EXISTING SITE 33,358 S.F. / 0.77 ACRES 1 1@1 a D 844#.Â°' % OF AREA CHANGED 2.27% 0 0~~~~Q~ t . 67 z.-2308.d ,#4*#944*944*48--.m 1 ,)\ I . ..1. 1.1, 11 111 1 1111 1 . a \\ / 4Â« I \ ...30.Ezi 0.844 ,:i~ii!ii!i!!!':ii!!li~!il,.1 1 *AREA CHANGED Â¢NCLUDES ALL A.D.A. SITE AND SIDEWALK WORK, NEW PARKING LOT STRIPING 45 NOT INCLUDED IN THIS TOTAL. O HEEmie@ SIDE-BY- SIDE DRIVE-THRU AND NEW DRIVE-THRU CONCRETE LANE. -O :bEt:*.im.z 9 ijwk :w C Failisals \ 4@ @ 'Wl/P' 41///////11 ',t 0...: .....lou. 0 4. r \ . 2-.. G '.3 0 0, 0 \ 47* 0// 451 -â‚¬4 9.42 \1Â· 8 Â«1 , O 1 1,1/gaild ./-. (19) L Z =2-%329.=ge= + I + LK // 2 20 W.@ER. 41(. -la~-- 9,2. 0 \ 1 \ / Q. . Q. / ;3 04 93 16 , 12 30 /1 %0 6 m / *j'43) - / 8 4 M ... 0/ 20* 0 20 40' \01 Re"c.ed fil, C ompÂ«n:e 4 . SCALE: 1" = 20'-0 ~ NORTH TI.,4Jnli/&.Bia.dfil-e 11/ '=ileÂ» Imir- P,1. O,1'.*h, The .3 -M=,r I. P./grifl.*1/.ed,niheieÂ·,1,Â·,v'.* @EME:id I-nof--HI./1 -4- .I c~~~%if Â¢.'am' / Gil Rilhsmiller og 27 2018 DS.O DEMO SITE PLAN NOild!20$30 ]Ill Â·ON 133HS MN SIN]MMOD JOÂ¥O SIN]MMO) 39 Val ~ ~ #iojroWd .3.CÂ¥ Ns Â£ I M Â£ MOS '0(]n,0100 ')10Vd SIS] ']AV NOSAMOHI M IOS 8ZL0L# NOIidIND KEYED NOTES Â® . 1 r 1. EXISTING MIDONALD'S BUILDING. 2. EXISTING TRASH ENCLOSURE TO REMAIN. 3 3. EXISTING LANDSCAPING TO REMAIN. 4. EXISTING LIGHT POLE TO REMAIN. J...31...F 1 1 & C#zil#-'=rl-2-ir# -'t*4, 0 5. EXISTING SIGN TO REMAIN. \2# *j \ 6. EXISTING TRANSFORMER TO REMAIN. * D-Â». 1,3 7. EXISTING PARKING STRIPES TO BE REPAINTED WHITE, C WIDE. 1.4/ /10,01 l - p 8. EXISTING ASPHALT PAVING TO REMAIN. 4@ 9. EXISTING CONCRETE PAVING TO REMAIN. 10. EXISTING CONCRETE CURB TO REMAIN. cn - 0 0 Â® 11. EXISTING HAND RAIL TO REMAIN. ~ (13) 8 <<iIâ‚¬ 12. EXISTING A.D.A. COMPLIANT RAMP AND SIDEWALK TO REMAIN. I . 3.4:vÂ·Â·Â·Â·%2~ ~ Professioncl of Record r p" 13. EXISTING DRAIN TO REMAIN. .@ ff T .4. 15. NEW 6- THICK CONCRETE SLAB IN NEW DRIVE-THRU LANES. MATCH 14. EXISTING PIPE BOLLARD TO REMAIN. / A 1 ~ 332 @1\ 1 +G) \%\ 1\ POSSIBLE. SEE CIVIL SHEET DRAWINGS AND DETAIL 19/SDI 1/// j Â® It f Il...:...,9451 L 1 16. NEW STRIPING AND PAVEMENT MARKINGS TO BE INSTALLED AS SHOWN DESIGN -11 ..... - L /,5>,<42) -Â·5~ . ~ j\ ~ \ ON PLAN, USE YELLOW PAINT. SEE DETAILS 8. 12, 16 AND 20/SO, 1 1 1.4 I E 17. NEW 8" WIDE STRIPE PAINTED YELLOW. THIS STRIPING ALSO Architectural 1112 I'F M ) 11 REPRESENTS THE LIMIT OF THE NEW CONCRETE INSTALLATION. Solutions Group /4.01 6 : 0,2 %\ t\ 19. NEW COD - CUSTOMER ORDER DISPLAY BY OTHERS. SEE DETAIL ~ = *.~ - 6~ 18. NEW PRE-BROWSE BOARD BY OTHERS. . EXECUUVE PARK,SUITE 310 1 > 6/ 1 1 IR-E. CA 92.4 \ ... \ PHONE (940) 430-7017 a , 7/SO.1. p./IM...pm/ginc lom 1.0 /# 1 1 1 (t JEFF UEDERIAN. ARCHI'TECT 0 * Â«111 , CÂ® 2 1 1 1 - L 1 0-- -/ff 20. NEW OUTDOOR DIGITAL MENU BOARD BY OTHERS. ANGLE SHOULD BE 78 EAST WCHEU DRM .MOENIX. AZ 150. . (th /41 . 1 1 -, 1 25Â· TO 35Â· FOR MAXIMUM VISIBILITY. M~ONE (002) 437-570. 21. NEW ~PULL FORWARD" PARKING SIGNAGE BY OTHERS. SEE DETAIL .0.-p-/1./ com \ 1 1/1 21 a BRANDON GAGLE. PROJECT ~AMAGER 1/ 1 (Dll I \ 10/SD.1 FOR BOLLARD. .OY PEDRO, .CHITECT .@ KEN ~CCUCKEN, AICHITECT I .9 Xet Il 6~14- X + JESSE ~ACLAS. VICE PRESIDENT 24 , @ \.*-B Â« 22. NEW "GATEWAY" SIGN BY OTHERS. FOOTING TO BE 18- TO 24~ FROM FACE OF CURB. SEE DETAILS 2 4 AND 10/Sol . 1 I 2/SD.1 AND CIVIL DRAWINGS. .'299 l/021Â¥11 01:> 23. NEW A.D.A. COMPLIANT RAMP WITH DETECTABLE WARNING. SEE DETAIL Ad*ju"'/42~1 .wl 1 l ..% 0 h.- 18... : h \ r. \\ , fa Le..9/1 l : 24. NEW ASPHALT PAVING. SEE CIVIL DRAWINGS. Py.1,1;A L ~16 Â· 8,) Â® * 2 3 'L 25. NEW A.D.A. 4" STRIPING AND SYMBOL PER LOCAL JURISDICTIONAL h\\ REQUIREMENTS TO BE REPAINTED. SEE DETAILS 2 AND 3/SO.1 AND CIVIL ~ : ARC.LW403018 : ~ '4 Â· ~.x 1* a Â® - 1 2 1 \\ - . . P .... Lf. . 44''L,r 3 . Â· J DRAWINGS. 29 @@017 ' 0' 8Â·. Â·Â· ~~ i -:- 26. NEW 3' WHEEL STOP. (TYP.) 1472 = ~' --------- 1@ 27. NEW LOOP DETECTORS (OPTIONAL) - VERIFY WITH ACM. FXP 10/31/19 w da ~ t , 28. NEW PATH OF TRAVEL STRIPING TO BE PAINTED YELLOW. 4~ WIDE. SEE Â· c, -\. L .Â· 9/41. 7 - DETAIL 2/SD.1. )30 b 23 24 4 94%44 3' \C @ /.7/ ) 3. d 4 0 M Â»roil'/11% Â«449446 - 0,% ~ 1 F/ -2 . I ------------------------- -0 - .244... 29. NEW 6" VERTICAL CURB. SEE DETAIL 15/SD.1. 1!1111 1 1 11111111~1~1~1,111~~11~111~1~~~~1 ~ ~ 1~! i 'll~~~~~~~~~ttit: .Â·Â· ., GENERAL NOTES C -UE A. ALL CURBS ARE 6- AND SHALL BE POURED MONOUTHICALLY WITH i CONCRETE PAVEMENT. : <:c tb I le : 60 :Mi~30".9 ED :aE.Ea=.9 16 4 DISCREPANCIES WITH McDONALD'S PROJECT MANAGER PRIOR TO 0 2Â£~ 2-:wi~ B. VERIFY IN FIELD ALL LOCATIONS AND DIMENSIONS AND RESOLVE ANY N COMMENCING WORK. C. COORDINATE ALL DRIVE-THRU STRIPING AND MARKINGS WITH MIDONALD'S .0 ''18.811% PROJECT MANAGER. /1 vib:ititi 0 5 82-lit 0. 17:EJ:YrIALitz.ot" A'%'StORMCI~:%?SATW102:tn ~242Tsgt' allies I I /~~ / 1 1 \@ 1-,@ . 44 E. COORDINATE GROUND COVER OF NEW ISLANDS WITH Mc DONALD'S a 'SH!:44 1**L. \ 1 ~ 4 -71$$:5.- PROJECT MANAGER. Â§ 0 141*gati F. ALL SITE WORK INCLUDING BUT NOT LIMITED TO ASPHALT OVERLAY, SUBGRADE PREPARATION AND CAST-IN-PLACE CONCRETE SHALL BE IN . : BELER ACCORDANCE WITH MIDONALD'S CONSTRUCTION SPECIFICATIONS. . '' \ L \ 7 15:-4 1 â‚¬ Miglawli ----- G. MAINTAIN EXISTING DRAINAGE PATTERNS WITH NEW CONSTRUCTION. 1% \ k Â®Â©qr-- - ~-~-=-2- X SITE AREA .0 23 @6 li i, li %6 EXISTING SITE 33,358 S.F. / 0.77 ACRES el\ - I % OF AREA CHANGED 2.27% \ AREA OF CHANGE 757 S. F. 4-9 -.7 f.-4- f, #7 i~Â« --,~ 4/ ~~ *AREA CHANGED INCLUDES ALL A. D.A. SITE AND SIDEWALK WORK, NEW SIDE-BY-SIDE DRIVE-THRU AND NEW DRIVE-THRU CONCRETE LANE. F ~2----difilif-Â«-/, / PARKING LOT STRIPING IS NOT INCLUDED IN THIS TOTAL. 0,-0% 3, /4 PARKING U h./ 4 50 SPACES PARKING REQUIRED = 1 SPACE / 200 S.F. NEW PARKING PROVIDED (23ft*23~nnurprfÂ»/ A.D.A. PARKING REQUIRED 2 SPACES EXISTING CONCRETE (TO REMAIN) ALONG JOINT LINES AS MUCH AS MVI 1 lk-/ 1 - 2 ./1 h.- 0 O JOINTS IN CONCRETE PAVEMENT IN ACCORDANCE WITH ACI STANDARDS. A.D.A. PARKING PROVIDED 4 SPACES 1Â£ TOTAL PARKING PROVIDED 50 SPACES < 20' 0 20' 401 \~ a- ' NORTH Reileâ€¢edi,rt â€¢impliance w AU. 7 17 SCALE: 1- = 20'-0- 0 4492 ./. ' Â·+t=Mune=Â·=r=ter.n: u~ g im:-GN I[/Ii[./1.........I ~*4!E~nto'F *M!1C~OfÂ¢tle~,~Nd,~lin ISP.1 th (,11 Roy.mitter 09 27 2018 _ SITE PLAN NOildIHOS]0 MN S1N3MM00 00Â¥0 8ZLOL# SC1VNOO N SIN]MMOO 09 0Â·,Â£~:~~~ 4,909 'O(]n,0100 *lMÂ¥d 531S] 'll NOSdMOHille Il C SS~00Â¥ .IS NOUdIN S GENERAL NOTES . 1 m z A. DIMENSIONS AND RADII SHOWN ARE TO FLOWLINE UNLESS NOTED OTHERWISE. B. ALL CURBS ARE 6" AND SHALL BE POURED MONOLITHICALLY WITH : CONCRETE PAVEMENT. ~ -/~ 1\ ~ 1 1~ 1-- - DISCREPANCIES WITH McDONALD'S PROJECT MANAGER PRIOR TO U C. VERIFY IN FIELD ALL LOCATIONS AND DIMENSIONS AND RESOLVE ANY k ---% i q. COMMENCING WORK. .Ill \127577- - 1 2* 4.\ \1\ i E ./ ./// 11 1, \3. D. COORDINATE ALL DRIVE-THRU STRIPING AND MARKINGS WITH Mc DONALD'S A ./ PROJECT MANAGER. 44 . Â£:4 E. CONCRETE SHALL BE 6' MINIMUM THICKNESS AND 4000 PSI STRENGTH 1 1 1 4 - AT 28 DAYS. PROVIDE #4 REINFORCEMENT AT 12" O.C. AND SAWCUT & 94, JOINTS IN CONCRETE PAVEMENT IN ACCORDANCE WITH ACI STANDARDS. 11\ 4\., i F. COORDINATE GROUND COVER OF NEW ISLANDS WITH 61c DONALD'S 8 2 - \ 37 0 PROJECT MANAGER. - 1 1 0 0 ,~ G. ALL SITE WORK INCLUDING BUT NOT LIMITED TO ASPHALT OVERLAY. -,/41 1 SUBGRADE PREPARATION AND CAST-IN-PLACE CONCRETE SHALL BE IN 84<4 /><. \~~ ~ __ ACCORDANCE WITH McDONALD'S CONSTRUCTION SPECIFICATIONS. /j Professional of Record H. MAINTAIN EXISTING DRAINAGE PATTERNS WITH NEW CONSTRUCTION. 'll 1 E 4 *21933 1 V \ \ DESIGN \ ~y ,/~ ~1~ ~\ ~0@~~~ 1 ' Solutions Group Architectural 1 i~ 1 3 0 '3 Y) - (-. \0 1 1 OF . EXECUTI~ PARK.SUITE 3~0 0 1 J : / PHONE (~41) 430-7017 : .4...417111\ \ , 1!/1 1 1 ........,....CT 1 1 1 D , 7. EAST 'ITCHELL DRIVE. PWOEâ€¢Ix. AZ 15012 ~1*d,mon*O,Inc.com bâ€ž--091.-+C- I. Â»/ PHONE (602) 457-5706 / =ON GAOLE. PROJECT -â€¢AGER a â€¢ /1 ROY PEDRO. AMCHIT~CT /0 \\Ji / / KEN UCCRACKEN. ANCHITECT , p ./ / il 111-2/ 1 1 I JESSE 'AC-/ VÂ·CE PRESIDENT r '1Â«4140Â« -,1.1.- 4 -1 u -163-53"~ - --/1/.. -fff- a.8.a- 11 â€¢.-1 f *i: /1 i .AR(Â·00403018 i / 2 i 1 /6 I.,O . O. %- ---ili . I \ 1 4436'TE6 \:54. & 4. â‚¬ \X 9,6 FXP 10/31/19 /' .9 1 u W . 1 L---/ / , \ - y . / 111 \Â«'. M J :A *b '40.' ' .-Â·:;~:~~~tii:~~11~~tit~111:~t~UP:iL \ 3,90/55/ , f**58/W*Â§ 1 4 11011!ic .. 2 I X -xb / 55/, U) CIAbiDIEWâ€¢ 6'-2" , - Â·d 1.11 .ti~i;.Iâ€¢tilill~~ilill{~t~...:b*auiR,.,i~ 9/ i D Ausikpi.f / A 16 %35~ i!4:lilitti~i:MDDic:ili" ,. L 9 M ,1 xM bp,14*1944 - 0 L .W 0 :101'!311 0 u::4:11,}11111 In -6/ . / 0 gli:Mil g die //7 i. r tr 0 W O 14% 1 ~11.'-' 7 1 %\ 1 Â· -s :*EN-Es-* r N' Â· , P /1 49 jÂ» 97 \ IN / 2 EN J 4 4 \-3 33-9* -~ ~ G. 85' FROM COD 4/ TO CASH BOOTH Â« ) 2./. 4,7 E milmil 1 1/ \ 44 \\4% f / -- / // 1 D: 25 h . ..\// 99,v - 1 'W I \/ . U. 86 - i 1 â€¢ 2. a : -7 61 7 1 0. I - .0 .m as :Â¥ 1 , 64 /9.-5, Â·45/ AÂ¢?S I \\ ... t.2-1 1 I \7\1// 1 \ d , 11 1. th \ Â»u--,Â» .~ 5 /..0. 44/ 00 ~ ,, *- . -2--2-111~ /1/ .42 1 1 - , 0 // i ./ I.255 7/ 4%6-#2:---- C 20' 0 20' 40' gl Rele.ved bir c i,m,]11'nie lili NORTH {.....le ( â€¢insulling, 1.1.( - rhe.c 0.,it, 11.n, bÂ¢,1,1,~1Â¢1,Â¢.1 1.. -e 9&. SCALE: 1" = 20'-0" '.al/%,i/*I.hl....1/11|~I. . . ~6.* G. /!ei P....... I. /.i.... I rililli*,4 ~ ,-1~ ~.alm i~ ie,i- Â·4'J-Â¢ 90 ES:m min.i n...'m... &,1 -â€¢ I .illin'd .i ~ ' p~imd. I ./.L.I|.. ..~ ~ I....~ i~~ ~I Illi~,i,]flh:lile:$.I i./*Il- *moill.'i*/ilt 111 0,1 Rlissmiller 9 27 21)1 8 SP.2 DIMENSIONED SITE PLAN MN SlN]100 00Â¥0 LI- 31Â¥0 3/ 82101# S01Â¥NOD SIN]MMOJ 39 et- NOW,00530 31YO :Â¥03 030Â¥/ld / 1111 ON 133HS Â¥1 l ly 04 943 '3~Oj* OÂ·gmt Â£ 1 GO@ 'OOVIO-100 'lald S]LS] '3AV NOSdMO141 918 10'9 Â£Â£10-500 319Â¥08 >INVd 531 , 1, . ~~ ,~~~ lb~ ./ I. . I -1/4" * 2 1/4" BOLT. ~ TWO (2) REQUIRED. NEW ACCESSIBLE RAMP. 1 1/2" STEEL PIPE. SEE CIVIL DRAWINGS.~ -2/0- im = 1'-2 -2" K 1 |11 {f 51-go.,Je..f .Iri -,fr .Â·-Â°:f/ Â«~ af\: 1..fil lim=mn LABS PANEL PROVIDED :* 1 1 ,-2211 1 k. 9% . PARKING|R/-8 BY SUPERIOR. PARKING,7-8, 2 k. (TYP) 1 OUT OF 3.*lk F t~ ~ Â®PLAN 1 i 1 7, 1 ~ 12" * 18 112 i, 1 NEW ACCESSIBLE PARKING SIGN' ! : F | -ABS PANEL PROVIDED ABS PANEL PROVIDED -~- fa : 7 .4 . 2 0 , CD SEE DETAIL 18/SO. 1. \ LO In 1 - 3 6 9 a BY SUPERIOR. BY SUPERIOR. T L . liN R7-8/ I 1 0 1 -=-11-11-~~11~ W k h Â«f 0.~A~~~7 03y-~0 t L21 1Â°" 9 '2.- 9 ~~02.. . Professional of Record / 4 - INNER PIPE (SUPPLIED INNER PPE (SUPPLIED 1/ 15*/ N\ 9/ PM â„¢ CRAL<to. 6 -- -1 1/2* GALVANIZED 1 1/2" GALVANIZED t. \\ . / / BY SUPERIOR AND BY SUPERIOR AND 8 NI N SHIPPED TO THE SITE). SHIPPED TO THE SITE). 71 ~ â€ž ''/ DESIGN / F/A\V/ZIV.g 7/'IV/l\U.,/A\ Architectural 11Â· E Â·11. z Solutions Group 111. I .1 1. I '~ 43Â» ~f 1% Â»4~ re 3 t, U . - r 41\07 9 .' A 38 EXECUnvE PARK.SUITE .0 r Â·u. -I Â·u. -' IRVINE, CA 9261/ 4 9 1 PMONE (949) 430-7017 -Â· - -18"0 CONCRETE--~ 18"0 CONCRETE- --' ~-PIER BY GENERAL ~ 7 X PIER BY GENERAL -4 \\ JEFF UEOEâ„¢AN. ARCHITECT - ' .G CONTRACTOR. CONTRACTOR. ' ' .. ilied~r....pm.gll' com 19.1 . - ~ N 75 {Ast ....0.El T 80 -,x.. 830,2 I PHONE (602) 4â€ž 5706 ACCESSIBLE PARKING SIGN VAN ACCESSIBLE PARKING SIGN .. \1 BRANDON CAGLE. PROJECT "ANAGER 4 - .. 'com -.41 . 2 0 KEN WCCRACKEN. ARCHITECT ' â€¢~ ACCESSIBLE PARKING SYMBOL. ROY PEDRO. ARCHITECT ASECTION Â· SEE DETAIL 3 SO.1. JESSE WACIAS, V~CE PRES+DE. 2 4 . to . A. . .. . 21'-9" 7 1'-6' 1'-6 . C //1 NORTH SCALE: K AN ACCESSIBLE PARKING SIGNS 1/2-=1Â·-0- "PULL FORWARD" BOLLARD 3/4"=iÂ·-0- ~ Lp ACCESSIBLE PARKING SPACES AND PATH OF TRAVEL 3/llc"-LE.-0. (2p 3-0" E ~itz . 0 -1 03Â§ Milb 1 1/2.. CONDUIT To--, t.... . aL.-st*88 BUILDING FOR REMOTE \ 4-w ,::=Â©L _.....-A. B.S. ELECTRONICS HOUSING. ~ i DETECTOR, COO AUDIO = AND DATA CAGLES .-i : I 1 ------LIGHT SENSOR - Â· 3/ZZ iT. "Ffi& 1 Ul 22% 28315 ~ ~ALVANIZED DOUILE 8- HEX NUT JOINT SEALANT.- rCONCRETE. EXPANSION JOINT FILLER-~~ . 1 - [0 10 I -FLAT WASHER. ---PAINT WHITE. I - 32 23%-EZZNS IN ./ .. . .7 z X EPOXY #10 BAR 18"Â·-1 - . lA 2,5 7 ~9~Â¥\4Â»-2 4 2 &925=t 30" C.T.C. SPACING. ' Â· * v' 2 b: - 7 ~---Â«-8~ HEX NUT. 0 ....%:RES -10 : GE.EI:%: ;C~~------SIGN SHROUD. --472 24 Uz -------1- J r .1 --ANCHOR BOLT SHROUO :0 1 .0 . 120V PRIMARIES 1 1/2 3-6*Â£ ~-6- CONCRETE CURB. 6:!60-3 ~ SEALTITE. ~ CONDUIT. GRADE . ~ J 00 NOTES: ., 9" .. 9â€ž ., 4-jd,r- A. .:T-\ \ 11 lilli.11 LBLUE LPAINT WHITE. E '81253% 9 0 - â€¢ OPENING IN BASE PLArE - CONDUIT MUST BE LOCATED LG. BACKGROUND. WITHIN THIS OPENING GOLTS. EXISTING CONCRETE. / 2'-0 411.i N - --(4) 8"â€¢ x W ANCHOR ' ' CARE MUST BE TAKEN TO AVOÂ¢D GETTING ANY CONCRETE ; e. - EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS . O 12,510: 1 -11 - ON THREADS OF ANCHOR BOLTS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN NEW CONCRETE. i $ 1%;; S:20 AFTER SIGN IS LEVELED AND BOLTED INTO PLACE. FILL A VEHICLE IS PROPERLY PARKED IN THE SPACE. Q en- 1@*Gal ..IE ENTIRE AREA UNDER PLATE WITH EMBECO #636 . /E23 ..8, td NON-SHRINK METALLIC NON-RUST GROUT. SECTION SURFACE IDENTIFICATION CONCRETE PAVING JOINT 1.=1-0" 9 4/~ (C.O.D.) "CUSTOMER ORDER DISPLAY" (FOR REFERENCE) iR#to- <7j) ACCESSIBLE PARKING SYMBOL 3/FNio- (3) : ti 11 ~5 @ ~ SCALE: CONCRETE CURB AT GUTTER Im'LIO. q 51,) 13 Ki 11 ZE 8'-2" 6'-8" THANKI 0 w 6 YELLOW VERIFY WITH MCDONALD'S 1 5' 3 3 TUBE STEEL 6"0 1 3/16" WITH ~ ~ CONCRETE AND PAINT SAFETY WELDED STEEL TOP. FILL WITH i , PROJECT MANAGER. 14 ENTER f yout DR/VE< 11 LI F C 1 1 1/2" FOAM WRAP WITH SEALANT [ I,+18 8,Â¥/ 7-N ' 1 1/~INISH GRADE. NOTE: NOTE: 01 THRUi ALL TEXT SHALL BE PAINTED ALL TEXT SHALL BE PAINTED 0 ONLY 1 ' - YELLOW (PMS 123). YELLOW (PMS 123). ~ 6'-0' ~ NOTE: b Â· + M /1 LAX\- #30 FELT SLIP SHEET. 0 0 ARROWS AND WORDS CAN BE N a||~ 04 Rn-**alnâ‚¬e NOTE: ARRANGED IN OTHER COMBINATIONS j O- 'ts.21'Ii'w: '14 ALL TEXT SHALL BE PAINTED THAN THOSE ILLUSTRATED HERE TO 18"0 CONCRETE FOOTING. . 01 - n ow -6 3 -[-1 2 - < - 1~ E-Â·M - T~i-g-,~ . YELLOW (PMS 123). ACHIEVE DESIRED RESULT. N , 6 6- 0 . 64 0 01 -I= ....MI' .8 Km/'. ;W Q. -Â° 2 Plon-=01-I# ..,i./ * r~= ' b> '311 Rul=ilter 09 27.. ' 6" 6" 6" "DO NOT ENTER" MARKING 1,4"=1'-O" (20) " THAN KYOU" MAR KING "DRIVE THRU" MARKING 1/4"=1'-O" ~f) TYPICAL ARROW MARKING I/8,Â·=1.-0. <~) BOLLARD 3/QP~E SCALE: SCALE: SCALE: SCALE: <-1 .o- (43 SD.1 / SITE DETAILS 18 NOildES-30 31Â¥0 A38 60" ABOVE PAVEMENT 1113 38133/S S Hl ]Oss, NO{13Nnr 1Â¥11!FlenS At 0 â€ž &:=161 03= SSICOÂ¥ 311$ I IS 0'9Â£0Â£2-olA L I~09 '00Â¥a01O0 'md 531S] '3/ NOS/MOHi DIB Il #10*ONd NOI.I. 1 U ON 133 HS NOTES: 1. GENERAL CONTRACTOR TO COORDÂ¢NATE THE RESPONSIBILITIES Of THE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER. 2. GENERAL CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIRED VEHICLE DETECTOR LOOP. 3. #12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALLOWED. ,-12~ x 48" FLUORESCENT 5. DIRECTIONAL SIGN FOOTING DETAIL TO BE USED FOR ALL ENTER / LIGHT FIXTURE. EXIT / WELCOME SIGNS AND DRIVE THRU DIRECTIONAL SIGNAGE, 8'-0" 9,-0 COORDINATE WITH THE SITE PLANS AND MIDONALD'S PROJECT MANAGER FOR THE EXACT LOCATION. ORIENTATION AND NUMBER OF f / f f SIGNS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE Â· 01 _____--~~~Z~Z~ ~3~ 12 COORDINATED WITH THE OTHER TRADES. 9 1 '. to/i-~ 6. ALL GALVANIZED ANCHOR BOLTS TO 8E SUPPLIED BY THE â€¢ CONTRACTOR. ' 5- REii 6'-5 3/4 7. MAINTAIN 2 1/2" MINIUUM CONCRETE COVER Of ALL CONDUIT, ff * REBAR, ETC. Professional of Record 0[der He-F~--3~ 8. SLOPED 1:48 TOP FROM CENTER TO EDGES AND USE NON-SHRINK . GROUT UNDER BASE P. ~ LCHANNEL LETTERS PAINTED . 13 2 r ~MIDONAL['S YELLOW. PWI NOT USED SCUE: ~t NOT USED SCALE: ~i) GENERAL NOTES SCALE: <9~ N ./ . WHITE ACM Ulpar// i -- - 6" *6" PAINTED METAI 2'-6" bl TUBE WITH BREAK AWAY - -I __3L FEATURE. COLOR: SILVER DESIGN < WHITE ACM (TYP.). CUSTOMER ORDER -/.----ED Architectural DISPLAY UNIT ENCASED 2'-3 Solutions Group 3/4" CONDUIT FROW-1 r 4 1/8" BOLT IN CANOPY BASE. f---Â¢ BUILDING FOR POWER \ ~ PROJECTION. 38 [XECUTI~ PARK,SUITE 110 -36"0 x 60" DEEP JEFF UE.#AN, ARCMITECT < GRADE ~ , . uu IRVINE. c* 9261' -MPHONE (949) 430-701 7 Â· . 10 . CONCRETE FOUNDATION. I'led......Pm.1.~ Com 0.&,9 Â«-7 ...L 76 EAST liTCHE. DmVE ;4 - PHOENIX. AZ 83012 ~*1 t >--3/4" CONDUIT AND .! '-(4) 1-0 GALVANIZED -* (602) 457-3700 - . TERMINATE (2) #12 : 3 7' ANCHOR BOLTS BRANDON CAGLE. PROJECT.ANAGER -* . .., Â·' WIRES. FURNISHED . 4449,-,01* com SY ELECTRICAL -1-2 ROY PEDRO. ARCMITECT L.â€¢ CONTRACTOR AND - - < b / 2'-0"0 \ .1 CONNECTED BY SIGN '. m ~ 4 '. CONTRACTOR. JESSE WACIAS. VICE PREs,DENT (4) 1"0 x 36" ANCHOR BOLTS-~ : (PARTIALLY GALVANIZED) (4) 1 " GALVANIZED HEAVY HEX TOP , NUT. (4) 1" ID GALVANIZED LOCK WASHER, - BQTIQM__0Â£Â£_ FOOTING .9 (8) 1" ID, 2" OD GALVANIZED FLAT , 2 . WASHER AND (4) 1" HEAVY HEX ' ' LEVELING NUT. OR (4) 1'0 x 42 ANCHOR BOLTS WITHOUT BOND PLATE NOT USED SCALE: ~ 8~ NOT USED SCALE: ~i GATEWAY SIGN FOOTING 1/Rzo" a Â¢ "ORDER HERE" CANOPY (FOR REFERENCE) 17:ZoÂ· (2) 90 5. h. 0 3 4 242 ONE WAâ‚¬> : 9:1=minal 15"4419 (LORR) R6 - 1 [36" X 12"] (3 S,F.) : 3 ria:92 1 9 %45 :8 5 Z .PE... i WRONG =5 0. '11. WAY O 38% :961 r-CHANNEL LETTERS 3. 2 PAINTED McDONALD'S ~ YELLOW. R5 - l A [36" X 24"] 1'-0.' ~7'-0 1/2" ~ O& I (6 S.F.) , , r ':%562 R5 - l A (S) [30" X Â·~ - ~ , 12 2 w -1 rive- I hn i 1. .X%20Â»'- 18.1 0.8 S.F.) 1 / nÂ· b ~CLEARANCE BAR. -~ NOT USED SCALE: ~t NOT USED SCALE: q Â¢ ONE WAY SIGNAGE 11~'~~E-0" ~ ~ . 5" x 5" PAINTED METAL - :3 -1 1 7 1, 6 1 TUBE WITH BREAK AWAY b FEATURE. - im me em 36 EM - COLOR: SILVER i & ~~WHITE ACM -WHITE ACM (TYP.). .5",- EACH -1/2" CONDUIT & TERMINATE (2) #12 (TYP.). TT WAY/ WIRES. FURNISHED 8Y ELECTRICAL .UÂ· / CONTRACTOR AND CONNECTED BY SIGN - _41..1 0 , 4 11 1 1 j-,CONTRACTOR. 1/2" OR 3/4" CONDUIT-1 B"JACH ---(4) 1/2"0 X 2'-0" 2 w 1 0 -LL ..-36"0 x 72" DEEP COORDINATE WITH SITE . WAY I ANCHOR BOLTS BY 1 ELECTRICAL DRAWINGS. \ 111 / < GENERAL CONTRACTOR ~~.1 * 1 .1 ./- CONCRETE FOUNDATION. AE .... =71 ~ -(4) 1 1/4"0 GALVANIZED i, r =4 O 2 62 2 RD* .- ANCHOR BOLTS. i Jew/ 1 /2" *N@ '**Â· - 17* ' -<~ - -i ANCHOR BOLTS C] N --1 4 -_(4) 1/2"0 * 24- ANCHOR 80LTS WITH 3 . -L {N :W: 1 I HK FURNISHED AND INSTALLED BY NOTE: ANCHOR BOLT AND FOUNDATION PLAN REFER TO SHOP DRAWINGS. GENERAL CONTRACTOR (8Y OTHERS) w .'\ I NOTE: \-POURED CONCRETE BASE BY GENERAL Reile-:d for C miplinnce 0/ 2'-0- L CONTRACTOR (24" x 10") , ...di.( .de' ./sultin' Lt.' 92 TH IS DETAIL TO BE U SED ' " ~ n . c p 11 c,L iÂ· - i,6.ill . Auin... wili....... ./ WITH SITE SIGNS FROM: 22.inN Z in TENCON tl. / 4rili~uâ€ž~I~.mi'ba=.m'.--I'le,2 EVERBRITE ..... i,~Mail . ./.1,4 m.......Iny OW YESCO 28 ENE:Ng Il#/Th.n,~6,/i ~,i[./.,1- th Gl Ro,smiller 09 27 2018 NOT USED SCALE: 40 DIRECTIONAL SIGN FOOTING Joto" 2 22 "DRIVE THRU" CANOPY (FOR REFERENCE) iRÂ·Efto" (43 SD.2 SITE DETAILS 18 NOildIMOS30 I 3 03/Â¥d]/d 311ll 'ON 133HS ~sl"1 3Sn Â¥0~~~Â¥d],d 103CONd LI-OZ- N Â·InNION] ONÂ¥ 111HOMÂ¥ SSIKOOÂ¥ 31" 01 *r NÂ¥ ltvo ]ASSI 1Â¥11llens Allo 4, on jo Z#t/n~a~~ NOlldi80 03ZIHOHinV m ONÂ¥ Soil/AÂ¥80 3S3H1 U a 0141 'UU 31,0 inss 98101# S 0-5..t- Â£ 1509 '00Â¥10-100 '# Ill ']AV NOWMOI Die ~05 EL,O-9 SIDE BY SIDE DRIVE-THRU STANDARD 1.0 3. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT POSITIONING FOR PRIMARY LANE: SIDE BY SIDE DRIVE-THRU 1. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 CURBING DETAILS: ~ MIN. 60'-0" (+5', 60'-65') LINEAR DISTANCE BETWEEN THE CENTER LINE Of ~ DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE THE COD FACE AND THE CENTER LINE Of THE OPEN ORDER 800TH WINDOW AS STANDARD 1.0 FEATURES: MEASURED ALONG THE CENTER LINE OF THE LANE. THIS Â»LAY ONLY BE INCREASED 12'-0". LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING THE LAYOUT OF THE DRIVE-THRU LANES SHOWN IN THIS ON THE OTHER SIDE ARE TO BE A MIN. OF 10'-O". IN 20'-0" FNCREMENTS (*5' FOR 80'. 100'. AND 1203 TO A MAX OF 120'. 1. SIDE BY SIDE DRIVE-THRU STANDARD 1,0 EQUIPMENT: DETAIL ILLUSTRATES DRIVE-THRU DESIGN PRINCIPLES. 100'-0- IS OPTIMAL. ~ THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING Â® THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 5'-3" (5'-0" ~ PRE-BROWSE BOARD MUST BE 18"-24" FROM FACE OF CURB. THE DISTANCE BETWEEN THE PRIMARY COD AND PRE-8ROWSE BOARD IS TO BE ES 20'-0". MIN. AND 6'-0" MAX.) FROM THE CENTER OF THE COD FOUNDATION. 15' AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS IS MEASURED FROM THE CENTER OF THE PRE-BROWSE BOARD FOUNDATION TO ~ PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. ~ THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 29 TO THE CENTER OF THE COD FOUNDATION. THE ANGLE (APPROXIMATELY 50') OF (LESS CURVING, THE BETTER). 35Â· ANGLE (35Â· PREFERRED) FROM A CAR POSITIONED AT THE COD AND WITH THE PRE-BROWSE BOARD SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR Q 100% VISIBILITY. FROM COD. ri-il THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE ~ AUGER "McDONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION THE LENGTH Of THE ISLAND FROM THE COD ALLOWS TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS DÂ¢STANCE BETWEEN THE SECONDARY COD AND PRE-BROWSE BOARD IS TO FOR THREE CARS IN THE SECONDARY LANE, TWO ]N THE PRIMARY A PRE-BROWSE BOARD MUST BE MIN. 12" FROM FACE OF CURB. THE FOR DETAILS. BE 15' AS MEASURED ALONG FACE OF THE CURB. THIS IS MEASURED FROM LANE AND ONE AT THE COMMITMENT POINT. THE POINT PERPENDICULAR TO THE CENTER OF THE PRE-BROWSE BOARD ~ A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE FOUNDATION TO THE POINT PERPENDICULAR TO THE CENTER OF THE COD ~ ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14'-0" BUILDING ON THE DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE FOUNDATION. THE ANGLE Of THE PRE-GROWSE BOARD SHOULD MAXIMIZE MIN. BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK VISIBILITY TO THE SECOND CAR FROM COD (PREFERRED 35Â·). OF THE CURB. ~ THE RADIUS FOR THE ISLAND TIP SHALL BE 1'-6". ~ AUGER "MIDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CONCRETE CURBING ONLY- CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. REQUIRED WHEN PREVENTING LIMIT OF CONCRETE 2. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 PAVEMENT MARKINGS: DIRECT ACCESS FROM SITE PAD ~ 6- WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE ~ THE DISTANCE BETWEEN THE TIP OF THE CUR8ED ISLAND AND THE CENTER LINE Professionol of Record INGRESS. re. DRIVE-THRU LANE. LANE STARTS AT DRIVE-THRU ENTRANCE WHERE "MIDONALD'S Of THE PRIMARY COD MUST BE 15'-0". THIS MEASUREMENT IS TAKEN PARALLEL . TO THE INSIDE CURB FACE OF THE PRIMARY LANE. GENERAL NOTES STRIPING/LANDS C~A<~~ GATEWAY" SIGN IS LOCATED. 3F QÂ® THE PRIMARY LANE DETECTOR LOOP SHOULD 8E PERPENDICULAR TO ~ DOUBLE-HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE THE CENTER OF THE PRIMARY COO. 7'-0" SHAFT, 7'-0" ARROW STEM AND 3'-0" FOR THE ARROW HEAD. TIP OF i, DRIVE-THRU ELEMENTS: 9 ARROW HEAD TO BE LOCATED AT CENTER OF EACH LANE. 4. SÂ¢DE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT POSITIONING FOR SECONDARY LANE: COD, DRIVE-THRU PYLON/CLEARANCE POLE AND BOLLARD SIGN Pivl 'E SHALL BE CONSISTENT WITH THE STANDARD BUILDING DESIGN ~ MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD ~ TO POSITION THE SECONDARY COO, DRAW AN ARC WITH A 14' RADIUS SIMULTANEOUSLY MEET. THE MERGE POINT STRIPING IS TO BE LOCATED BY THAT IS CENTERED FROM THE MIDPOINT OF THE ISLAND TIP. THEN DRIVE-THRU ELEMENTS. DESIGN 18 OFFSETTING THE INNER PRIMARY LANE BACK OF CURB 9'-0" AND OFFSETTING OFFSET THE FACE OF THE CURB BY 24" TO DETERMINE THE LOCATION OF OTHER DESIGNS MAY NOT BE USED. THE OUTER LANE STRIPING 8'-0". AT THE INTERSECTION OF THESE OFFSETS, A CENTER OF FOUNDATION OF THE SECONDARY COD. Architectural It 6" YELLOW STRIPE IS TO BE MARKED PERPENDICULAR TO THE OUTER LANE AS ~ WHEN THE SECONDARY COD IS LOCATED AT 14'-0" FROM THE TIP OF THE 2. CONTRACTOR SHALL COORDINATE WITH APPLICA8LE PLANS, hlcDONAL)'S AREA CONSTRUCTION Solutions Group WELL AS THE INNER PRIMARY LANE. CURBED ISLAND, THE LOOP DETECTOR LS TO BE 2'-0" FORWARD OF THE MANAGER, CONTENT SUPPLIER AND SIGNAGE SUPPLIER TO DETERMINE EXACT LOCATION. Z LANDSCAPING7 COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR ORIENTATION. MOUNTING HEIGHTS, AND NUMBER OF BOARDS AND OTHER DRIVE-THRU ELEMENTS 38 EXECUIVE PARK.SUITE 3,0 @Â® THE WORDS "THANK YOU" ARE TO BE PLACED 8" FROM THE EDGE Of THE LOOP PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH OTHER TRADES. IRVINE. C. 92.4 /9/ YELLOW STRIPE TO THE BOTTOM OF THE WORD "YOU". PMON{ (949) 430-7017 JECf UEDERMAN~ ARCMITECÂ¥ Â® THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHALL BE 3. CONTACT MIDONALD'S AREA CONSTRUCTION MANAGER FOR DRIVE-THRU ELEMENT FOOTING .*rm-.pld.Inc.com 1 C ~ THE 8" YELLOW STRIPE IS TO BE PLACED 40'-0" FROM THE CENTER LINE OF 5'-3" (5'-0" MIN. AND 6'-0" MAX.) FROM CENTER OF THE COO AND WIRING REQUIREMENTS NOT SHOWN. (INFORMATION ALSO AVAILABLE THROUGH VENDOR 76 EAST WITCHELL DAÂ¢VE. THE OPEN PRESENT WINDOW AND IS FOR PARKING CARS THAT ARE WAITING FOR FOUNDATION WITH THE END CAP OF THE SECONDARY MENU BOARD NOT WEBSITES) SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS & TEMPLATES TO G.C. PHOENIX, AZ 85012 ORDERS. P~ONE (602) *S7-5706 BE LESS THAN 12" FROM FACE OF CURB. PRIOR TO FOUNDATION POURING. ~ - BRANDON GAGLE. PROJECT MANAGER ' Â® A CIRCLE DIRECTIONAL ARROW CENTERED ABOVE THE WORD "DR+VE THRU" USED ~ AUGER "MIDONALD'S ORDER HERE CANOPY" COO/CANOPY FOUNDATION TIGHT 4. SEE DETAIL 2/ODMB FOR DETECTOR LOOP INFORMATION. DETAIL 3/00618 FOR LOW VOLTAGE -pâ€¢â€¢dolâ€¢c.co,â€¢ PR,MAR ~ -zil 1(â‚¬14 WCCRACKEN. .CHITEC~ TO INDICATE THE DRIVE THRU ENTRY POINT. AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR CONDUIT DIAGRAM AND DETAIL 4/ODMB FOR DRIVE THRU POWER DIAGRAM: VENDOR'S ROY PEDRO. ARCHITECT . LANE DETAILS. SPECIFICATIONS SHALL GOVERN UPON ANY DISCREPANCIES. JESSE â€¢â€¢ACIAS. VICE PRESIDENT <3302 1 ~ THE SECONDARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY .CONOARÂ¥ L= 25. FROM A VEHICLE POSITIONED AT THE COD AND WITH 100% VISIBILTY. 5. CONTRACTOR TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR, LANE E CONTENT SUPPLIER AND THE SIGN SUPPLIER. ' S. E G~ -ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF 1'-6" FROM FACE 6 2 PANEL OUTDOOR OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO 6. CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIRED VEHICLE DETECTOR LOOP. 30 -DIGITAL MENU BOARD BE ORIENTED AT AN ANGLE OF 90' FROM THE CURB. ,s-1-~NDSCAPIN - TYP. OF 2 7. CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP DETECTOR SUPPLIER. 5. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 DETECTOR LOOP: 4 - -11.- 8 DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING -/ '11//jilli r \ WINDOW AT THE CASH AND PRESENTER BOOTHS. ,\ St 14. \ 1/7 - DETECTOR LOOP OUTLINE OF- BUELDING ~ ~ 6 1 /9.z 1 p'' 4C 0 91:Z <1 - 3 g Niab 3444. 3 0/ /8<11 Â·milli ~ LIMIT OF CONCRETE PAD (EXTEND 10'-O" / 522: -70Â«4zw PAST CENTER OF 3RD *}j \Pr 01 hhizE. WINDOW OPENING -1 030-t=,-. V l F LaÂ»-F Â®-= 42.0'-45.0' WAX. [SA WHEN UTILIZED.) - 5/.b- g 0 :0=:.11% WINDOW SPACING Him (40'-45' FOR EXISTING BUILDINGS) 40'-0" MINIMUM - My,MÂ°O . -O %2â€¢03â€¢â€¢ ri~ DRIVE THRU LAYOUT GUIDELINES ** 1" = 10'-0" O iliianie C @b..055. -1-1/2" PVC CONDUITS TO BUILDING FOR: - BUILDING WALL 25 .Eum#Ce, NOTES Â· LOOP DETECTOR & AUDIO -CONCRETE CURB Cd :EN 22. â€¢ DATA CABLE 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR / ~ r--1 1/2" PVc SLEEVE FOR Imrak,G) IPANEL LP~ LOOP MANUFACTURER. - 1/7 STEEL CONDUIT TO BUILDING FOR COD ~ ~ DETECTOR LOOP NOTE: POWER ~ PULLBOX FOR | 2. CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU / v (2)1-1/2-C. OPO CONTROLLER ~ COD POST FOUNDATION â€¢ VERIFY EXACT CIRCUITS & QUANNIES OF VERIFY EXACT LANE. INSTALL PER )AFR. RECOMMENDATIONS. /' ONE FOR COO CABLING - CIRCUITS WITH PANEL SCHEDULES AND ~1 1/2" PVC SLEEVE FOR DETECTOR LOOP ~~~0" TO 2'-6" ONE FOR LOOP DETECTOR MANUFACTURERS INSTALLATION INSTRUCTIONS. LOCATIN IN FIELD. w %*Â§Â§511Â£8~ PULLBOX AT 3. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE : CASHIERs Ioow FOR FXISTING 1 OCATION'Â· INSIDE A DETECTOR T [vii INSIDE â€¢ VERIFY EXISTING CP PANEL HAS AMPACITY AND pe USED WITHIN 2' OF LOOP. v ~ LOOP -1 4 OUTSIDE SUFFICIENT SPARES/SPACE FOR TWO (2) NEW t \V \ oUTSIDE ~ - 2'-0" TO 2'-6 4-u , .1 2 20A/1P CIRCUITS. UPGRADE CP PANEL TO 42 4. DETECTOR LOOP MANUFACTURERS: ~. Â·Â· 1 +Ac- 2"C. FOR CAT6 DATA DETECTOR LOOPS MAY BE BY ONE OF THE [#*t'Wi~95m L--rj I $ 5.-0. . 1-BBB-1.-/ ~ CABLES CIRCUITS IF NECESSARY. L DELI:81(11 f . 1.0.0 1 6 DETECTO~ \ . .0 ...0 FOLLOWÂ¢NGS COMPANIES OR EQUAL. CONDUIT ROUTING. MODIFY PULLBOXES If |BOARD I tic]\ 7 ~ TRAFFIC ~ LOOP /\ â€¢ vER,/Â¥ ExllfNG PULLBOXES ARE SIZED FOR NEW RtBROWSE Â© PE)%Â® 1 W T :W 39 g=*%g@i 3M: 1-800-328-0033 e=jin 4 2%Â· FLOW | NECESSARY. % HUE: 1-800-848-4468 5'-O. , v - MENU BOARD #1 | (2)1-1/2"C. 1 ONE FOR COD CABLING * 5, DETECTOR LOOP MATERIAL: , WIDTH OF DRIVE-THRU LANE , 1-C. FOR CAT6 DATA ~ ;,/ ONE FOR LOOP DETECTOR Â® 2#12 & 1#12 GNO TO LP-1 FOR COO CANOPY \ NIMENU 8OARD #1 PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM TRAFFIC ~ â€¢ Â·. CABLES LIGHTING. - ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED FLOW | .Al 1 1/4"C. FOR CAT64 PRIMARY OT Â® 4#12 & 1/12 GND & 0012 ISOLATED GNO., TO WERE. LEAD-IN IS PRE-TWISTED AT FACTORY. 1 1/2" PVC SLEEVE IN 0/T SLAB DATA CABLES LANE CP FOR ISOLATED GROUND POWER TO MENUSOARDS -CONCRETE CURE ------30/----- ~_ 1 --- arr OT p- FOR VEHICLE DETECTOR LOOP AND MEOIA PLAYERS. C 6. DETECTOR LOOP CONSTRUCTION: v FORMED WITH ONE CONTINUOUS LENGTH OF PVC rED-V Â© 2#12 & 1/12 GNO & 1#12 ISOLATED GND. TO WITH NO SHARP CORNERS AS DETAILED. WIRE ELAM , WIDTH OF DRIVE-THRU LANE , CP FOR ISOLATED GROUND POWER TO CIO'S. EACH . ~. -7 PAVEMENT [FRIBEWSE 4-TL COD SHALL K ON ITS OWN SEPARATE CIRCUIT. LOOPED, FORMED, & PIGTAILED AS DETAILED. . LBOARD | LOOP -LEAD IN WIRES DETECTORD Â® 2#12 & 1#12 GNO & 1#12 ISOLATED IND., TO - %6*-----Z~~AXi - CP FOR ISOLATED GROUND POWER TO â€¢ENUBOARDS 8/1/1/"//5 000 -1 AND MEDIA PLAYERS. 18OARD I - - COD POST AND FOUNDATION - MENU BOARD /2 ~ SECONDARY OT PO LANE ~ 2/12 & 1#12 GND & 1#12 ISOLATED GND., TO -1 r ~ ~--CONCRETE CURB - _11 121- CAIi DAIA _______ U CP FOR ISOLATED GROUND POWER TO FOR PRESELL CABLES BOARDS AND MEDIA PLAYER. IN, 1, I ~ MENU 8OARD /21 M W 1 1 PAVE.ENT - ~- CONCRETE CURB FOUNDATION WALL SECONDARY OT 4 2" MAX j SECTION ort/* 1 - - - - - - - - - - - - - LANE [1 Z 0 1-1 1/2" PVC SLEEVE FOR E W L_] VEHICLE DETECTOR LOOP Revic-ed f,ir ' i,mpliance . tn Adir.d,i (ude Â£ un'ul,ing, LLC i W ./0.,il~k. 1-*Im,7.ed- ./ 1....2 --Ile -hlhe .... le'.2 #Â£2!Qi *eâ€¢ PNk Ok,1-, Th~ 11==c . ~~h DETECTOR LOOP DETAILS ~3~ DT LOW VOLTAGE CONDUIT DIAGRAM ri> DRIVE THRU POWER DIAGRAM ~ &=* .a#Nrni,w I â€¢-. A - C.O.D. DETECTOR LOOP B - DT WINDOW DETECTOR LOOP ,â€¢r- r. i. 4-â€¢I Lâ€¢L ~le ii./Ill & 11,Â·â€¢r,1.~i,4 Â·1â€¢.1-' -h~1 ~* I.i-r-,1,Â· . ** NOT TO SCALE ** NOT TO SCALE ** NOT TO SCALE 0,41,-.el .ir' 11,1,JI~IL. R ODMB B,(/IR,/sm,Hed//72()1N ~ DRIVE-THRU DETAILS Ae 31Â¥0 A]H '* O BÂ¥-/ Ae NAtÂ¥BC 311ll MN SiN]MMOO 00Â¥0 LI-9Z-60 ~ 2016 Mclonold'= USA. LLC ON W 10~84 IBH10 NÂ¥ NO ]Sn38 40.1 Sl,43Mn #103rOHd 'SNINI~] INV ]SNion SSIOCÂ¥ 3#S (]I 3IS HUMAN vii,Mens Ail ,â€¢I vv I. Jns 0Â·5Â£0Â£1-00â€¢ Â£ I 509 '00Â¥HO-103 'll S]lS] '3*Â¥ NOS,IMOHi Dle Il R,0-900 8EL0I# SalÂ¥ NOU,lf#J53C 50' Â£1-91-60 58.9" . . 55.9" NOTES: HEAVY 1- HEX ~~ lZy~z TOP NUT (GALVANIZED), o z 2 PLS NOTES: â€¢ TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE â€¢ PÂ¢ER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH . ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AS DETERMINED BY LOCAL JURISDICTION. AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER â€¢ TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUWULATE. 1 \-2"x2"xi" PLATES ELECTRICAL: FIRST CIRCUIT: 120/1/60. 15 . MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH ~ (GALVANIZED), 2 PLS AMP SECOND CIRCUIT: 120/1/60, (X2) 10 AMP â€¢ ALL REINFORCING STEEL BY GENERAL CONTRACTOR. \ HEAVY HEX SHIP WEIGHT: 1,200 LBS. \-LEVELING NUT /, 4" I 8" 4* \ MEDIA PLAYER: STRATACACHE t_ f \,A" sLOTS (TYP.) 8 f (GALVANIZED) 1,1*~las itiht SLOPE TOP TO SHED WATER \.. W \ g / ,-FINISHED GRADE < | _---~-- ~ ~ 16 4 1/2" ~ 5 \ r HOT DIPPED Â·GALVANIZED T/FOUNDATION. 4 AT/CURB - - - - ~ EL. +0'-3" (REF) V ANCHOR RODS U VEL. +0 -0~ ~ ~-~~333-Of-* < 1 W UNDISTURBED SOIL I - DIA. ANCHOR RODS Professional of Record EL =*. LBASE PLATE 2"xy'Xt" STEEL PLATE -2"X 2"Xi" PLATE r.Â¥. 1 - 892220 CODES WERE USED IN DESIGN: 959iINGS SHALL BEAR ON FIRM UNDISTURBED SLECLi ICATION SECTION 3.11 NO. 3 TIES. to" C/C (B )ANCHOR BOLT PATTERN v L._-_-HEADED ROD DESIGN -IBC 201 2 RESÂ¢DUAL SOIL AND/OR ENGINEERED EARTH FILL -STEEL PIPE SECTION: ASâ„¢ *53 OR A252 TYPE E GRADE (3 IN TOP 5 INCHES) -ASCE 7-10 COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER B (Fy=35 KSI) r ,/SUPPLIED BY GENERAL -ACI 318-11 ASTM 0 698-70 (STANDARD PROCTOR) UNLESS NOTED -HSS ROUND SECTION: ASTM A500 GRADE B (Fy= 42 KSI) / / CONTRACTOR). Archilectura -AISC 360-10 & AISC 341-10 OTHERWISE -HSS SOUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE , / NOTES: Solutions Group -AWS DI.1 -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED B (Fy= 46 KSt) . TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE -WIND SPEED 105 IPH (ULTIWATE WIND SPEED) BY LOCAL JURISDICTION -HEADED ANCHOR RODS ASTM F1554 GR 55, AN 9 8, -EXPOSURE C CANNOT ACCUMULATE 38 EXECUTIVE PARK.SUITE 310 -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, Sl WHEN . ANCHOR RODS. NUTS, AND WASHERS SHALL BE SHIPPED IRVINE, CA 92614 . -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES CANNOT ACCUMULATE THE EMBEDDED END OF THE ROD IS THREADED AND THE I ~ PMON[ (9491 430-70,7 -AXIAL- XXX # -MINIMUM CONCRETE STRENGTH (F'C=3000 PS') SHALL NUT TACK WELDED PRIOR TO GALVANIZATION. ;f (4) /5 BARS â€¢ DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE ELECTRICAL CONDUITS FED THROUGH HOLE AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER -SHEAR- X.XXX # CONFORM WITH MCDONALD'S CAST-IN-PLACE CONCRETE -STEEL ANGLES. CHANNELS. STRUCTURAL SHAPES AND JEFF UEDERÂ¥AN, ARCHITECT Ild-â€¢câ€¢/pld.1./.com -AOMENT- X,XXX # SPECIFFCATIONS SECTION 2.13-A PLATES: ASTM A36 (EO. SPACED) SUPPLIED /IN BASE PLATE -ALL FOOTING EXCAVATiONS ARE TO BE CLEAR OF WATER BY GENERAL CONTRACTOR. i" NUTS 76 EAST /1... DRIVE. -USE Of ADMITURES SHALL CONFORM TO MCDONALD'S -REINFORCEMENT: ASTM A515 GRADE 60- BY GENERAL PWOENIX. AZ 550~2 AND fOREIGN MATTER BEFORE PLACING CONCRETE CASTN-PLACE CONCRETE SPECIFICATION SECTION 2.6 CONTRACTOR HOG (2 FLS) .40/E (602) 457-5706 -MINIMUM ALLOWABLE LATERAL SOIL 8EARING PRESSURE Of -AIR ENTERTAINWENT SHALL CONFORM WITH MCOONALO'S -NUTS: ASTM A563A, HEAVY HEX 100 PSF/FT (*2) CAST IN-PLACE CONCRETE SPECIFICATIONS 2.6-A AND -WASHERS: ASTM F844 *36 bgog!*-dg!*com LLELLL<,1,1 PLATE IRANDON GAOLE. PROJECT WANAGER -SITE SOIL CONDITIONS TO BE CONFIRMED BY -USE ASTI A133 CLASS C OT DIPPED CALVANIZED BOLTS -ONCRETE FOUNDATION ROÂ¥ PEDRO, ARCMITECÂ¥ 2.13-A GEOTECHNICAL ENGINEER, IF ASSUMED SOIL- CONDITIONS AND FASTENERS. â€¢EM KCRACKEN, ARCH, rECT ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A ~--IN-~N CCAT?H:PECI'ACI~TIONS ~E~TION~t.13-A -ANCHOR RODS. NUTS. AND WASHERS SHALL BE SHIPPED JESSE<AS. VICE PRESIDENT LICENSED STRUCTURAL ENGINEER TAKING IN TO ACCOUNT \1==-==-~-k- IT-, LEVELING PLATE ACTUAL SITE SOIL CONDITIONS -FOUNDATION CONCRETE TO BE TESTED PER MCDONALD'S AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER 4 ~ -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CAST-~N-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -NO FIELD HEATING TO 8END STEEL SHALL BE ALLOWED ~ CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM -PROVIDE A 641Â»NIMUM 3" Of CONCRETE COVER OVER ALL WITHOUT ENGINEER'S APPROVAL Â£[Izzl- =~I]R | ~N- NUT HDG -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE GRADE) +REINeE~ENT PLACEMENT SHALL CONFORM TO -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION 3" COVER/'' f CONDUIT AND ELECTRICAL REQUIREMENTS -ANY FIELD WIELDING SHALL FIRST BE VERIFIED BY SECTIONS 3.2 & 3.5 PERFORMED BY GENERAL CONTRACTOR ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS 01.1 2 -ANCHOR RODS TO BE SET IN ACCORDANCE WOH AISC -REFER TO SIGN MANUFACTURER DRAWINGS AND - CODE OF STANDARD PRACTICE INSTRUCTIONS FOR ADDITIONAL INFORMATION ~) FOUNDATION Â°'A. (13 CONNECTION DETAILS -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALD'S CAST-IN-PLACE CONCRETE .-D /7% DIGITAL MENU BOARD SCALE: NONE 30.9" NOTES: -,- - HEAVY r HEX â€¢ TOP Of PIERS SHALL BE SLOPED SUCH THAT MOISTURE 27.9" NOTES: â€¢ ANCHOR ROOS, NUTS, AND WASHERS SHALL BE SHIPPED AS v CANNOT ACCUMULATE 0-<x-TOP NUT (GALVANIZED), 0 23 .M #b 2 PLS â€¢ PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO fROST : ELECIRICALL FIRST CIRCUIT: 120/1/60. 15 DEFH AS DETERMINED BY LOCAL JURISDICTION. AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER =b 1 AMP SECOND CIRCUIT: 120/1/60, â€¢ TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ~ :_|" WASHERS 0 <E- 1%4:12* 10 AMP ACCUMULATE. ~ (GALVANIZED), 2 PLS C /5820â€¢'2 â€¢ MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/Fl OF SHIP WEIGHT: 350 LBS. DEPTH ((2) 8- â€¢ ALL REINFORCING STEEL BY GENERAL CONTRACTOR. \ HEAVY HEX MEDIA PLAYER: STRATACACHE 4 \..EVELING NUT '6 2 id'Â·09" 1 SLOPE TOP TO SHED WATER I (GALVANIZED) 0 -0 :SEW :503 co , - 01Â».WZE:: ~- < ~ ~~MSHED GRADE 0 @ima:,59 T/ FOUNDATION , HOT DIPPED 4 1/2- ~ 111 k, C ~5805:ES ~ T/CURB - ----1 0 EL. +0'-3" (REF)' - I ALVANIZED . A =Â£852.20: EL. +0'-0" (REF) z ANCHOR RODS 7 *â€¢i:@88 1 Â« 0 11 .:%5 & W 8 6 B a 2 ./2 Mignal I 1 E NE Zimia \-UNDISTUREED SOIL \N\ ..0 00./0. â‚¬4 ~ fl 25 4 @C ~\<4) i" DIA. ANCHOR RODS /2"X2")4" PLATE Sw l' 4- M' 2 ex GENERAL_NQIES CQNCRELL SPECIFICATION SECTION 3.1 1 -E /2~*2"Xi" STEEL PLATE -THE FOLLOWING CODES WERE USED IN DESIGN: -ALL FOOTINGS SHALL 8EAR ON FIRM UNDISTURBED SIE[U E ('~')ANCHOR BOLT PATTERN 4-EADED ROD :2 *8 :2 3: z. -IBC 2012 RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL -STEEL IPE SECTION: ASTM A53 OR A252 TYPE E GRADE a -ASCE 7-10 COMPACTED TO 98% OF ITS MAXIUUM DRY DENSITY AS PER 0 (fy=35 KS/) I id WE W -' O - 0 W -ACÂ¢ 318-11 ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED -HSS ROUND SECTION: ASTI A 500 GRADE 8 (Fy= 42 KS,) w ./ NO, 3 TIES, 10" C/C -AISC 360-10 & AISC 341-10 OTHERWISE -HSS SQUARE/RECTANGULAR SECTIONS: ASTM *500 GRADE ~ _(3 IN TOP 5 INCHES) NOTES: -AWS Dl.1 -ALL MRS TO EXTEND TO FROST DEPTH AS DETERMINED B (fy= 46 KSI) - SUPPLIED BY GENERAL â€¢ TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE -WIND SPEED 105 MPH (ULTIMATE WIND SPEED) BY LOCAL JURISDICION -HEADED ANCHOR RODS ASTM F1554 GR SS, AN 0 â€¢r,9 *3'~- CONTRACTOR). CANNOT ACCUMULATE -EXPOSURE C -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE ACCEPTABLE ALTERNATIVE IS ASTI F,554 GR 55. Sl WHEN w â€¢ ANCHOR RODS. NUTS, AND WASHERS SHALL BE SHIPPED Z -DESIGN LOADS DERIVED FROU THESE CODES ANO FORCES CANNOT ACCUMULATE THE EMBEDDED END OF THE ROD IS THREADED AND THE AS AN ASSEMBLY FROM THE ENCLOSURE hMANUFACTURER ELECTRICAL CONDUITS FED THROUGH HOLE -AXIAL- XXX # -WINIMUM CONCRETE STRENGTH (F'C=3000 PSI) SHALL NUT TACK WELDED PRIOR TO GALVANIZATION. w (4) #5 BARS â€¢ 00 NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 'IN BASE PLATE -SHEAR- X,XXX # CONFORM WITH MCDONALD'S CAST-IN-PLACE CONCRETE -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND a Mx-(EQ. SPACED) SUPPLIED -MOMENT- X.XXX # SPECIFICATIONS SECTION 2.13-A PLATES: ASTM A36 ~,-Â·Â·Â·Â·~ BY GENERAL CONTRACTOR. i" NUTS -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE -USE OF AOMIXTURES SHALL CONFORM TO MCDONALD'S -REINFORCEMENT: ASTM *615 GRADE 60- 2 GENERAL ..MMK HDG (2 PLS) CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 CONTRACTOR -6414Â»JUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF ---- -- 100 PSI/FT (xz) -AIR ENTERTAINMENT SHALL CONFORM WITH MCDONALD'S -NUTS: ASTM ASUA, HEAVY HEX -- --Â·Â· 'Â· -Â· -f' FLAT WASHER HDG CAST-IN-PLACE CONCRETE SPECIFICATIONS 2.6-A AND -WASHERS: ASTM F844 A36 -CONCRETE FOUNDATION -SITE SOIL COND{TIONS TO BE CONFIRMED BY -USE ASTM A153 CLASS C OT DIPPED GALVANIZED BOLTS 2.13-A GEOTECHNICAL ENGINEER, IF ASSUMED SOIL CONDETIONS ARE NOT PRESENT. FOUNDATION SHALL 8E DESIGNED BY A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALD'S AND FASTENERS. LICENSED STRUCTURAL ENGINEER TAKING IN TO ACCOUNT CAST-IN-PLACE CONCRETE SPECIFCATIONS SECTION 2.13-A -ANCHOR ROOS. NUTS. AND WASHERS SHALL BE SHIPPED ~ 4- r==Â· '1 Â·1- -- 11{fE[-r' FLAT WASHER HDG ACTUAL SITE SOIL CONDITIONS -FOUNDATION CONCRETE TO BE TESTED PER MCDONALD'S AS AN ASSEMBLY f ROM THE SIGN/LIGHTING MANUFACTURER -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.4 -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED ' CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL WITHOUT ENGINEER'S APPROVAL ~ fl| _ I,[I [ 7- NUT HOG 1, 4 tr} 05 C -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE ~~ EMBEDDED STEEL. J O. s GRADE) -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE ~) FOUNDATION 2' DIA. ~ ~~ CONNECTION DETAILS 14,111#r,1 fur (â€¢in/,11'nir -REINFORCEMENT PLACEMENT SHALL CONFORM TO -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE 0< 2 -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON MCDONALD'S CAST-IN-PLACE CONCRETE SPECIFICATIONS PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION < 0. CONDUIT AND ELECTRICAL REQUIREMENTS -ANY FIELD WIELDING SHALL FIRST BE VERIFIED BY 3" COVER' z (/1 - 7 SECTIONS 3.2 & 3.5 PERFORMED BY GENERAL CONTRACTOR ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS 01.1 OW 89 -ANCHOR RIOS TO BE SET IN ACCORDANCE WiTH AISC -REFER TO SIGN MANUFACTURER DRAWINGS AND CODE OF STANDARD PRACTICE â‚¬ 0 1,0 1. m . I _ 0 INSTRUCTIONS FOR AODITIONAL INFORMATION C 01Â¢â€¢r/,1â€ž C â€¢/ e 4 â€¢insul/n/. [.[.4 HAS CURED PER MCDONALD'S CAST-IN-PLACE CONCRETE T.9!SI&.-%,6. fii, ~~d 6- ;,1-â€¢e iii -I.~ â€¢Â·.....kt.. **&1-01â€ž~ n=~1-~ei, - dr~irl,Â»~ilf',~IT,u,~M,01-,hel,U~. 4,h /31 DIGITAL PRE-BROWSE BOARD , I 4,JI,/11,/1 L. 1-:11/ ./'i I . ui,Â»in.1 1... 'ilifil'ir........'ill'.*ally ~ ' Fl.0 Pi.u~,i~ifil~,heM#I.*#Â·& : SCALE: NONE ..h--'...i/+Ii 3 DRIVE-THRU DETAILS 131 Gil R.,%,miller 2,} 27 31!M NOild#NOS30 31Â¥0 A]H S1N3MM00 00Â¥0 Z L -9Z-60 '\~~/ yELOL# ENCLOSURE PROVIDER J hIV ~03SN]01-1 SS3BOOÂ¥ 31IS I N 1.M S.1~43" 8 110 031,0 0Â·SLOtt -00 Â£ 1509 '0040100 'INVd 5315 3 '3AV NOSdloll Die 89 fÂ£,0 NOtldtHOS -1 -1/2 PVC CONDUITS TO BUILDING FOR --BUILDING WALL NOTES â€¢ LOOP DETECTOR & AUDIO ~ - CONCRETE CURB 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR â€¢ OATA CABLE LOOP MANUFACTURER. 4 / /-11/2" PVC SLEEVE FOR 0 1/2 STEEL CONDUIT TO BUILDING FOR COD POWER 4 41 DETECTOR LOOP 2. CENTER VEHICLE DETECTOR LOOP (ITEM # COD POST FOUNDATION - SEE CIVIL 21 7.11Â£1) IN DRIVE THRU LANE. INSTALL PER w ~~-1 _'iic 'UEX)Ii- FriR bETEGITA \3~P ~ ~1~%~ N-6 MER. RECOMMENDATIONS. 3. SEE CIVIL FOR DIMENSIONS OF DRIVE-THRU LANE VETECTOR LOOP T CONCRETE PAD FOR DETECTOR LOOP. ~- 2'-0" TO 2'-6 4-11Â· - __ I . 4. NO STEEL (RE8AR OR ELECTRICAL WIRE) SHALL BE -DETECTOR LOOP T ,1 - USED WITHIN 2' OF LOOP. 5'-0 ~ TRAFFIC ~ FLOW 5. DETECTOR LOOP MANUFACTURERS: 5'-0" , v~ DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. ~ TRAFFIC ~ - WIDTH OF DRIVE-THRU LANE . HME: 1-800-848-4468 31,1: 1-800-328-0033 < .1 '1 | FLOW Â£15 Professional of Record -CONCRETE CURB SEE CEVIL 1 1/2. PVC SLEEVE IN D/T SLAB FOR 6. DETECTOR LOOP MATERIAL: ||| r- VEHICLE DETECTOR LOOP PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED 21&/ ~ WIDTH Of- DRIVE-THRU LANE . WIR[. LEAD-IN IS PRE-TWISTED AT FACTORY. Ll / PAVEMENT ~ LEAD IN WRES 2" MAX 7. DETECTOR LOOP CONSTRUCTION: COD POST AND FOUNDATION - SEE 6#4.-2â‚¬-aÂ» - r.Â¥1 FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE -CÂ¢VIL LOOPED, FORMED, & PIGTAILED AS DETAILED, DESIGN L -~~ CONCRETE CURB SEE Dvic Architectural lili,, t LCONCRETE CURB Solutions Group 1 PAVEMENT -qux--- 2" MAx FOUNDATION WALL 38 EXECUDVE PARK,S.H. 3,0 IAVINE. CA 92614 1Â£.CLIQN Pâ€¢Â¢ONE (949) 430+7017 JEFF UEDE-A~, ARCMITECT ~-1 1/2 PVC SLEEVE FOR VEHICLE 111~d~.mon~pmd,In= com DETECTOR LOOP 76 EAST 'ITCHELL DRIVE, Q. PHOENIX+ AZ '3012 /40â€¢NE (602) 4S7-5706 8 - DT WINDOW DETECTOR LOOP IRANDON CAGLE. PROJECT MANAGER A - C.O.D. DETECTOR LOOP bgagl-*com ROY PEDRO. ARCHITECT ,(EN WCCRACKE~. ARCHITECt JESSE 'ACIAS. VICE PRESIDENT /Th DETECTOR LooP DETAILS NOT TO SCALE j-PULLBOX FOR OPO CONTROLLER (TYP. 215.06E 2) *E-231-2 4-9=-3] 28 = 0 5 law T 7 GENERAL NOTES: KEY: 3 PULL80X -i (TYP. 21502E,2) INSIDE ~ I 55 FRI INSIDE Fil Fil Fil 1. COORDINATE ALL CONDUIT AND CIRCUITING - CONDUIT W g OUTSIDE OUTSIDE REQUIREMENTS WITH MANUFACTURER'S INSTALL - IC>- 2.C. FOR OPO INSTRUCTIONS. - - CONDUIT TO PULLED IN CONTROLLER OR Â© FUTURE (ONCE 4 -4 lOOP FUTURE CAT6 CABLES 2. ALL PULLBOXES/HANDHOLES SHOWN SHALL BE A Â¢NSTALLED) DETECTORD % 111 - FOUNDATIONS ARE 07 53 /. MINIMUM OF TIER 8 QUAZTITE OR EQUAL. D oux ONE FOR COO CABLING ~ PULLBOX 8 6 ONE FOR LOOP DETECTOR 3. EC SHALL REUSE EXISTING CIRCUITS WHENEVER ci. . . XX POSSIBLE. A 0 .z %0Â§ 0 -1 -C. FOR OPO -I...IPT i- CONTROLLER LOOP Â® . .WOo fFWEmID VENUBOARD #il Â£-2 DETECTOR~ 2Â® INDICATES RELATIVE -O -b".Ium Z 7-'3c ELECTRICAL POWER NOTES: LOCATION. REFER 1"C. FOR CAT6 - ,-FUTURE 1 1/4-C. FOR TO ODIB DRAWING. C.LES / CAT6 CABLES 1. PROVIDE TWO (2) SPARE 20A/1P BREAKERS WITHIN FOR CATS ~'URE DIC,TAL) ENU80ARD A- -44] Â® COMPUTER PANEL FOR FUTURE OUTDOOR DIGITAL FUTURE 1-C. -a OUNDATION #1| El 1/4-C. FOR FUTURE LfENUBOARD #11 ~ ~ Fil PREBROWSE. CATS CABLES 1 I| 1 PIC 2. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR CABLES \ 1.C. FOR FUTURE -~ \ CAT6 CABLES Â® 1 :ilji [FOTORr---3 ~~WSE~ 30 ~ENUBOARD ~ -J - PRIMARY DT DEDÂ¢CATED NEUTRALS ARE PROVIDED TO MENU BOARD AND hUTURE DIGITALI I TRADITIONAL OPO MENUBOARDS REQUIRES SEPARATE INE KOUNDATION /1~ Â® PRESELL BOARD FOR EACH CIRCUIT (PLC AND LIGHTING) = emr 1 1/2,-I [ruronr-1 Â© r- 0 E-260-1 : ~DIGITAL k EQI PRIMARY OT POWER DIAGRAMS TAGS: â‚¬ ..~1 38 LANE LOOP Â© Â® 2#12 & 1#12 GND., TO LIGHTING PANEL FOR COD DETECTORD -(2)1-1/2-C. c ONE FOR COD CABLING 14 CANOPY LIGHTING 2 2 - 5 3 I L_r-771 Irul o 4.5 0R ONE FOR LOOP DETECTOR Â® 4#12 & 1,012 GNO.,3/4"C TO LIGHTING PANEL FOR BE :2 28 OPO MENU BOARD #1 LIGHTING AND PLC. AB~St __ --- --- - 4*gst ~ENUBOARD #21 DETECTORD Â® Â® 2#12 & 1#12 GNO 8 1#12 ISOLATED GND., TO COMPUTER PANEL f-OR ISOLATED GROUND POWER TO COD'S. EACH COD SHALL BE ON ITS OWN SEPARATE hUTURE DIGITAL Â®=a CIRCUIT. kENUBOARD 4 - . -E ~OUNDATION ~ / IC ~ FUTURE 1"C. - FUTURE 1 1/4-C. FOR-' Â® 2#12 & 1#12 GNO.. TO LIGHTING PANEL FOR OPO ~ENUBOARD #21 11; r~i~ MENU BOARD #2 AND PRESELL BOARD LIGHTING. fOR CATG CAT6 CABLES 1 11 -r'C CABLES \ 1-C. FOR FUTURE 7 Â® 3/4" CONDUIT FOR OUTDOOR DIGITAL MENUBOARD OR ~ CAT6 CABLES FUTURE DIGITAL , PRE8ROWSE POWER. Ip,&'~lwsE[- 6-- /748 ~OUNDIRON #4 Â© #ENUBOARD E- - 1 SECONDARY DT 0 3/4" CONDUIT WITH PULL STRINGS FOR MENUBOARD OR PREBROWSE BOARD POWER. LAME Â© 49 SECONDARY OT _UNE_ - jl ~~h DT LOW VOLTAGE CONDUIT DIAGRAM (OPTION 1.0) /71 DT POWER DIAGRAM (OPTION 1.0) 92 Rniewed fur C tinipliance lâ‚¬* NOT TO SCALE ~. NOT TO SCALE , i,hin,iii ( i,de , iâ€¢n,ultin" LLC 3 t}leSÂ¢ pll/ Ilin i I~.Ti I. iÂ¢u~~1 //4 I 5 0 L~6 (Li, F,~ P,k 4 'i,huk, Tlk ,sjuuen, **nil W*v #c W NE.E [BREBROwSE:1 ,ilinplid,Ke 1,1 4,:,* w~,h Thc .1,1â€ž=11 1â€¢.,Mu . .........../. ..U ....1....il. ..rn,1./. I.M....10U1./... 0.~~,iâ€ž/~fil,~ab~~t~(;SI .~,if:.,,;â€¢hc. /1.....,4,11â‚¬ Jll-/.1./ 131 (ill Rmeller 09 27 21]1 M 2 â€¢ 0i DRIVE THRU DETAILS SUN]MIO) 00Â¥0 11-91-60 31/0 3/ss, 31Â¥0 Ald 0-11 Â·/sn â€¢ plouoopâ€¢ 9,02(~1 :Boj 0]HÂ¥~Bd .(0 N~~C 30 1ON 11Â¥ 131NdOM :81 0 NOIi,IINOS' S]DIAN]S ]Hl 938IO034 103 ndMÂ¥*3 &10 30N3M Â£1_gll ~ ON'Â¥ 1Â¥1114 013140 31(13W1Â¥ HollÂ¥01dtoldS ONÂ¥ SON Â¥80 RH Noj SO) IÂ¥*] ]S]Hl 30 2 3.LIS OU10]d~ SIA N 3 Â¥03 033Â¥4344 34 80 310Â¥/AS lON 1Â¥11*MenS Al,0 *St JO NOLLOAKON,08 'SHINION] IN 11Â»HONÂ¥ C]SN3311 SSJNCOV .IS 9 3 11)43..300 03rOad 310'98 82101# S '9 -2*21--7--rEZ-31~13.Z:ZZ_.,1..5 04 r. GRADING LEGEND: 444/04 00/CL~R 0 00 (E) EXISTING SPOT ELEVATION O 0.00 PROPOSED ELEVATION 13_L-)CONFORM, , ~~ * - 7,-n ~45 ; / iÂ« 0.-cg)TS 16~.59,y17 â‚¬P â€¢ DIRECTION OF DRAINAGE FLOW A. 1/2/7. ill#'7*6).2,3/Il , ~ CONFORM - .dep lp- 69* - 1713)) f,07 ~J 4 ~ 1 ----- LIMIT OF PROPOSED WORK/CONFORM (nI)COCONFORMEn. 4 <7 423 0 7 . I , b *4~ ~ 13*1151_Ig] 8.33% /Op -~litiil --b!~~ lic 1 SiDEWALK . . Jek, . . 4- 1 ) 1. 7. 949, 9 9 - - - - - - - - GRADE BREAK ' 1Ltnit-j~4 ~CX?4~. CONFORM $ - CONCRETE SIDEWALK \ 07 55Â» \ 44(Â«f I f \Â« PLANTERÂ« /AX - 1007001 Fr~1 CONCRETE PAVING I 7 CONFORM Lli.t- /Zi \19 ----4 1 . 2432 1 \ .27#4~ , 'Out' 42 4 4 1 4%<Â»Â©4 A - p 7 DOJ 1 49 1 (E) UP 99.38 \1 A 1 1% k. TC~,PrleaCV AC,drw UACI - AC PAVING (IF OCCURS) TOP OF PLANTER TC TOP OF CURB BACK OF WALK FF FINISHED FLOOR , â‚¬ ~1Â«-~39-f<~ f F FINISHED SURFACE TP TOP OF PAVEMENT Professlonol of Record \ - CONFORM ~ . 'd?g a, / @848? / FL FLOW UNE Ts TOP OF SLAB /903}C~ il------,---4--l~l-----ll---------Â»- GB GRADE BREAK (E) EXISTING :2 30 . ' 844 " 744 - 18 E<.5- PAVING (TO REW'. ' )~51- _- Â·IrÂ»L <a, LIP EDGE OF SWALE OR GUTTER MEC MATCH EXISTING CURB - C,>D -01<LA-_/4 0 (I>\ 7 1 9 /07 ExIST PAVING (TO REMAIN) (E) UP 98.47 , m~.&Â§7 6lt CONFORM / tÂ·+cf TOP TOP OF RAISED PLANTER CURB MEP MATCH EXISTING PAVEMENT -m 3 7Lr 3. 0~ / \ ~1 /1/ rpfÂ¢ KEY NOTES O a. D . I - T9 99 08+ CONFORMI~~ // ~ \ .9 . jCD .-Â· . ./.J. ...f. , t.1 2%. 1 k , 92; 54-- . , I GRADES IN THE AREA OF PROPOSED NEW WORK PRIOR TO ANY NEW 38 EXECUTIVE PARK.SUITE 310 & 04 vt, -tfIE=-2-1-___- 4 - .Â· r-5-3 ===-5.JJ'Cd<~9 1 rits? IR~NE. CA 9'614 2} N./ '3 3 \--2 1.. > 1-7.--Â«-=41-_? Â· fÂ«I) - (Â«42 /08'-"Opmagi" com 1 002, f 0 7Â® r 1 k TS 100.14* CONFORM 1 EXISTING GRADES TO BE VERIFIED: CONTRACTOR SHALL VERIFY EXIST)NG V Ottf - NOTIFY PUDG IMMEDIATELY JEFF UEDENMAN ARCHITECT 4 Â· 4.~ u TS 99 87+ CONFORM Â· 2'Rf r 11 Â· 112.44 : b.//4 1 11 0 /1 .41 ,- f Afr/(99.74*) (==/TC \ 3/ u,oool ,~ZlilÂ»44' ~.1"43 \09 4-~ h~ 2 APPROmATE UM~T OF WOR\< UNE. 76 EAST ImELL DRIVE. PHOENLX. AZ 85012 P~ONE (602) 457-5706 ~ CiD~Â·\$-au~j:Â· Â·/Tili i g 3 SAWCUT EXISTING AC OR CONCRETE TO FACILITATE NEW CONSTRUCTION. gRANDON GAGLE. PROJECT ~ANAGER bgogi~Oprndginc corn 4 6 4. f v uf</4"-~*:01~.,21...7 9\%.naL</ 00%02) i-1_3~737 c--i--)/ost)ff<ZE) f~t-T ~ (CONFORM PROPOSED NEW WORK TO EXISTING IMPROVEMENTS) SEE NOTE 13 ROY PEDRO. ARCH~ECT 4 ' KEN WCCRACkEN. ARC*,ITEC~ # N 1 / fCir-~ZID /?1'6828WfJA,K \ bl,5 1 TS 98.76 . 4/1/1 . '41 1 Ne-/CONFORM Jj 4 CONCRETE PAVEMENT PER DETAIL ON SHEET 02. JESSE MACIAS VICE PRESIDENT 4.4.j ~Â·'I~ 1~~777Â· 7 7 k><Â«11,491 TS/TC 5 ACCESSIBLE PATH, MAXIMUM 2% CROSS SLOPE, 5% IN DIRECTION OF TRAVEL, :f / -Â·, h;e;.94%< -1 , ' 9.4 -Â·, 11 6 CONCRETE SIDEWALK PER DETAIL ON SHEET (2. Q> Fru. 1.29.21--15~ *47A 7 pht *Ak -I] --.1.4*:K]D 1)\ 7. CONCRETE PLANTER CURB PER DETAIL ON SHEET C2 W ' TS 99.24/eW 100 00~ ~ A 2 0- Te na =4 R (OFF 100.00 /- -p.t -5* - 1- .<*C-25)9/ li- 8 LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FOR DETAILS AND Fi f ~ CE) FF 100.00 (CONFORM) TS/TW 99.13 / 121 /14# PLANTINGS, ARCHITECTS PLANS FOR MODIFICATIONS TO EXISTING 11 1 D 1,Lnm-/Aâ‚¬0 57#9 \2-&-<1 / / TS 99.54 .f ' -Â°<04;* (PER SURVEY) EI2$3Â£31,110)l \(44Â· *2~993~ j ~-C-s-~41~ 9 ADA COMPLIANT ACCESSIBIF PARKING STALLS AND UNLOADING ZONE: SLOPE SHALL BE 2% MAX. IN ANY DIRECTION. SEE ARCHITECTURAL DRAVAANGS 1 0 , /6-1-20 (CONFORM) m.1 t,yfr*1:Â·,464. I FOR SIGNAGE AND STRIPING, AS WELL AS SPECIFICATIONS AND DETAILS 10 2 CONTRACTOR SHALL VERIFY THE (E) F.F. *TS 99.59 / -_h-----~rc --70'29 â„¢47% 10 THICKENED SLAB EDGE PER DETAILS ON SHEET C2 BW 99.17 ' " (> n Â·6> ELEVATION AT THE DOORS PRIOR TO Â»a 11. RAISED CONCRETE SIDEWALK AND CURB PER DETAIL ON SHEET C2 ANY WORK ON THIS SITE. IF IN ;TS 99.61 p (CONFORM) - _==.9 17/34(De=~ : 2 !2 z : 95 ~ : 'TC 99.61 . I f~3Â©ft<> N 2%43 '019 9 12 EXISTING CONDITIONS TO REMAIN. 6. CONFLICT WITH PROPOSED GRADES -1.nTW 99.93* .(CONFORM) NOTIFY MCDONALDS CONSTRUCTION L.2.-*ONFORM) ~ ,~477* 99.633=1: C*>3, M~ ' ~0~Â·~*t;~4 ; 13 DOWEL NEW CONCRETE TO EXISTING CONCRETE WITH 1/2" X 8" LONG STEEL i r Hz:NP' . (38156 ' 1 ~l'\ i~ Pftb ~ NPÂ»<CONFORM) \ i[ DOWELS AT 24" O C MAX. 0/:.1 rÂ«> MANAGER IMMEDIATELY. - \LI\~' 1 2.-2 /dtzip 4 <1 ZE':125. '' 299 ~ ~cr------<40 LIE ~~, 14 ACCESSIBLE RAMP. SEE ARCHITECTURAL PLANS FOR DETAILS AND 1 ~ Z#ir \il 622 rT3-'TW 99.96* : Z) 8358&SE:0 1 L--*ONFORM/ \~1 i 1 ' | ' O - SPECIFICATIONS. TW 99.64 ' 6 9 :i:i wo=t:i 15 RAILING AS REQUIRED ALONG RAMP. SEE ARCHITECTURAL PLANS FOR DETAILS .- . P.....Z: I ~~Ck TS 98.35 AT DOOR) MAX ~C[-~,=~ag:~â€¢<4.- 3~ Tr OR Al AND SPECIFICATIONS U, ..0..891: 44 1 1 46-4 b,PDF;;1 ' %// 2-U'-=- - : A.:AS.: W. . I .Hofo L -] 1 -3 TS 98.29 *CD 0-2 TS 98.42 (END CURB) 16. CONCRETE SIDEWALK TO CONFORM TO EXISTING WALK AND BUILDING FINISH -0 NSE. 4-0 0. .w.ZZ I )- FLOOR MAXIMUM 2% CROSS SLOPE , AND MAXIMUM 2% ANY DIRECTION IN ... 3.8%4 ~I TC 98.69 FRONT OF DOORS PER ACCESSIBILITY REQUIREMENTS ..Â»W 6 1 F O . I -IWI. 0 1 4 P I -9-â‚¬18 CONCRETE SWALE, SEE DETAIL SHEET C2 0200 o .fbeo.2 4~4, 1-,-,0 1 9 19 AC PAVING. SEE DETAIL SHEET (2 Â»7 70\\1 FÂ·:Â« NV~44> 3 /1,26 @Blism O 2Â¥:21:z:= C w.* 5 t. 17 ACCESSIBLE CURB RAMP. SEE ARCHITECTURAL PLANS FOR ACCESSFILITY - fÂ°422 94:of. -7 - -- - - h < /9 \OP; - f J. 1-Yw 99.96* ~~~*~*EE)TS 98 29* . 0 . 0 â‚¬4 DETAILS AND SPECIFICATIONS EW 24':2 r ~ -CONFORM~ 1 - 9 *ieit b--lcONFORM) . 2 = 51.5:CMEd 20. VERIFY CONFORM TO EXISTING PAVEMENT 0 (3+10/f N ity \ (99 %O// 1 <#COM 2 CTRIC a- 5*SEPÂ» -4, 82=125= E Sj 9/Ner h .,%30 (%0 \<24* EXIST *N~JNE- ~ 21. NEW RAILING, SEE ARCHITECTURAL PLANS FOR DETAILING a E Â£888*W:81 99 v Â»20 ~ 44-> _7iE--2~~ ~<971X 19 ) c 22 CONCRETE PATIO SIMILAR TO RAISED SIDEWALK AND CURB. SEE DETABL ON E SHEET C2 STAMPED CONCRETE PATTERN TO MATCH EXISTING PATTERN SEE 91~p e :w Y' 8- 01 7 t.--------------al---------/34 \44 \ 0.2--r' 1\ \ ARCHITECTURAL PLANS FOR DEMOLITION PLAN z .! 26 .0 US O 23 EXISTING PATIO, CONTRACTOR TO CONFIRM MAXIMUM( CROSS SLOPE IN ANY \1~44 Â»>r Â» 1 1 \ \ , CLX.10>-,V\ 10/ DIRECTION OF 2% IF OVER 2% CONTACT L rELECTRI. 0 1 24 NEW PLANTER, SEE ARCHITECTURAL PLANS REGARDING DEWOLITION OF x f-â‚¬F> \1 \264 0..4 1 0 X/Vt@â‚¬0\%*e i \ EXISTING PATIO IN THIS AREA. rb>R<S/%) . 9%'0 (13**pch Â»Â«1 \04/1 25 EXISTING RAMP, CONTRACTOR TO CONFIRM IT MEETS ACCESSFILITY 1 074 1 / ~ 1-1Â«~~~ 26 'LEVEL LANDING", MAXIMUM 2% SLOPE IN ANY DIRECTION 9 01/ i >62*LL)..< rk, 1 1 Ts/TP 96.85 .~* REQUIREMENTS -0933 00 -7/1/3*- ~ 4~ ~1.lllF. ' 1 ' 0 1 / . ~ / '7 \ 604 4 - / P - V,A * 62~% 7 27 REMOVE EXISTING WALL, REGRADE LANDSCAPE AREA AS REQUIRED j Â£ 4. C700 1593) u*43? , Â»9 /426 4 ~im~iÂ®_ Â¤1 5.92 -T GRASS LS*- ...40......Â·- ~~ MI 4-9-2Ii -Â», j TOPOGRAPHIC AND BOUNDARY INFORMATION hÂ« g Â·99411-2--Â· Â·49(1 C t.~ ras ~ : 76 - I y i :.eli =r- . t.- I " v-- U* / 5 Vae/446:4822 : . F#ppj' ITR/&#7-4- bit** 4~0, ' c~ 80Â» 2 1 SIDEVIA~K, SURVEY INFORMATION AS SHOWN ON THE TOPOGRAPHIC SURVEY PREPARED BY ALTURA O 4 I 01 BENCHMARK AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON THE U, '21 J , 9 r . '32 r I V. \42 I L .. ..1- / . I Ck: I W 42 , 1. . f <. / TO 97.33*4-13 /-7-hTC 97.42* / TS 96.83* BASIS OF BEARINGS i z G 11:cs...f. b~, re.icâ€¢.eii ft I LI]'. : / I Re,icâ€¢,ed flir {,impli~nuy L_dE)ew 96.92* (CONFORM) d.@ :97 4~41' Â° Wad ude (i-din- 1.11Â· 2-~ (CONFORM) SURVEY DOES NOT INCLUDE A BOUNDARY O LU Q ../- '00009\0096?3990, rge Â· Â·35>f~ ; 424%2 inplia. u~ Ance W. 4. *.cd *1/M Â£- PML Â·Joi~a~ The iuu~,e . 0.7 \\*0) ' .4-/A> 51 k 862,D~) Y 4/A~ prn,-,nof,hâ€ž-Aeâ€ž*il Â·I#eÂ·,â€¢IW 10, 0 10' C-1.0 'ral~ul '4 I Inn' b.. [4% I....w ii[ Ial O Url 41 m W m k . 0,9 -UY BENCHMARK 2 11,1 4 / w 0 0 8 ~~ 8,0,1 Ross,niller 09 27 2018 NORTH 1 1 1 ap.inil,for Iq~,~.1/Jn)Â·11,~inon.re Ild,IW:/ .....Ill.I 20 BENCH MARK FINISH FLOOR = 100.00 FEET (ASSUMED) SCALE: 1" = 10'-0" St : Â®Ed I li -- -- . ' CONSTRUCTION. EF CONFLICTS ARE FOUND IN THE FIELD. CONTRACTOR SHALL PHONE (949) 430-7017 l l // I j . J I /rt W f ./f<ff .1 f 12 1/\ 4,Â·t F r/, CONFORM AT RAMPS, MAX 8 332 SLOPE IN DIRECTION OF TRAVEL. 1 i1 R /- r- 41- 1 I 67 2@4/%/. C p Â«/ \ J~<4* (0198-2*1[ Lj b I 5 - ' \ A / \ \* TS/TP 96.78 ~ \C CO \ A LAND CONSULTANTS DATED AUGUST 31. 2017. C Q 4.1, 1 9 O + 2.8?21 LOCATED AT THE BUILDING ENTRANCE ON THE NORTHWEST SIDE OF THE BUILDING n GRADING PLAN NOIidIHOS30 31(11 ON '33HS 00151/\3' 333HD NÂ¥ld Z 1 /0 olutions Group 10Â¥ll Â»1 0 0000 EXIST PAVING (TO REM,WN) St 10]r03/ 83 3rOMd Bldld iN]M 05;LOZL-0 M LI509 '00Â¥"100 'Nald 53153 ']A. NOSdMIll 0. '05 . 0 A C PAVING OR CONC PAVING WITH ISOLATION JOINT. AS DIAL COAT PER SPECIFICATION OCCURS ASTIIALTIC CONCRETE IN 2 CONCRETE CURB MATCH I OR MORE LIFTS MIN TYPICAL CONCRETE EXISTING CURB COLOR WHEN A Â· SLAB W/ FIBERMESH REQ'D #4 REBAR AT 18" REINFORCING OCEW O CLASS 11 AGGREGATE BASE w COMPACTED TO MINIMUM 95% . I 1 Cr- 1/4" TOOL_ED EDGES (TIP ) \ 1 RELATIVE COMPACTBON : fiti L --L CONCRETE SLA8 4121<- 61 / 1. g 46Â·5444'Â·~21*.Z ::.. SCARIFY & RECOMPACT TOP :1~ 6**'.*4.. .Ji- 1 =~3~~ -' " 1~' - OF SUB-GRADE TO A MIN :=FEEP/6669 ' (2) #3 BARS. CONT. DOWEL BASE COMPACTED TO CLASS 11 AGGREGATE 2â€ž . :~ %~~-~~"'.*~~'~.A/&'~~-2, 6|A~/P#Ttl& PB|LMIN : INTO EXISTING CURB WHERE -â€¢--- - - . - .. Â· .,:,â€¢ ~ . Â·. MINIMUM 95% RELATIVE OF 90% RELATIVE 2 \Â·Â»)/549Â»,A'Â·Â· OCCURS .: /-/ 94-:Â· yv./42 COMPACTION 90% RELATIVE DENSITY >El- 7Â£1 I APPLY A "TACK COAT" OF ASPHALT TO VERTICAL FACE OF ALL :0 -17-+I - - Sj 4%0'Â·'33Â·@'4*9.Q~'***- SCARIFY & RECOMPACT ~ CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE . .. NOTE: ~in fÂ«f>.Â»VER:AÂ·4 IOCI,7-07~6#RADE TO 2 BASE COURSE: THE MAXIMUM AGGREGATE ES 3/4" AND THE MINIMUM 1 1 - 1 EXPANSION JOINTS @ 30'-0- oc RELATÂ¢VE LIFT SHALL BE 2". | MAX ,. ) f EQ +4=Â·'EO AND . Â« 3. FINISH COURSE THE MAXIMUM AGGREGATE IS 1/2" AND THE MINIMUM ; 6- . CONTROL JOINTS @ 10'-0" 0 C Professionot of Record LIFT SHALL BE 2 ' MAX. L-APPLY A "TACK COAT- OF ASPHALT TO VERTICAL FACE OF ALL CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE 1 ASPHALT PAVING 2 CONCRETE SDEWALK 3 CONCRETE CURB 4 CONCRETE PAV1NG SECTION 4. NO SCALE NO SCALE NO SCALE NO SCALE 6" CONC. SLAB OR DECORATIVE CONCRETE WALK OVER EXPANSION JOINT WHEN COMPACTED FILL ADJACENT TO CONCRETE 38 EXECUnvE PARK.3*E 31. YARD PHONE (949) 430-7017 #4 STEEL REINFORCING BARS AT 18" ON -#4 EARS 0 14" O.C. MAX. 11-#dgi~C Cal JEF~ UEOER~AN. ARCHITECT CENTER EACH WAY CENTERED IN SLAB A C PAVING (MINIMUM - SEE NOTE BELOW) SLOPE CONCRETE %/ FIBERMESH _a~ . . BRANDON GA #4'0 - 76 EAST 'ITCHEU DRIVE. AWAY FROM BUILDING AS SHOWN ON 1/4-TO 3/8 ~--- CONCRETE SLAB PMOENtx~ AZ ./. PHONE (602) 457-5706 GRADING PLAN (1% MIN 2% MAX ). ~ ~ ~-- TOOLED EDGES ly<P\CAL) TOOLED SCORE LINE )mi,1 . . 3 ./4 3.1 4 bg~-pmoginâ‚¬ com / /lilli. I 1 TOOLED EDGE r ASPHALT CONC. . 111'lili ROY PEDRO. ANCJâ€¢i.CT 1 , PER PLAN/ 1 ' CONDITION AS OCCURS * PER GEOTECHNICAL KEN WCCRACKEN. ARCHITECT 2.-0 ~ ~_~ RECOMMENDATIONS. 6" OR AS SHOWIN ON PLAN -'-Â·Â·lm)-3,o~,=r COMPACTED GRADE JESSE *CIAS VICE PRES~DENT EXPANSION JOINT. AS OCCURS A C PAVING OR CONC PAVING WITH ~ COMPACTED BASE MATERIAL 1 - f-OV-Â» PR PER GEOTECHNICAL 1 #4 CONT TOP AND BOTTOM 1- i[- 4 ME \L RECOMMENDATIONS 1-, #4 BARS 0 18" 0-C MAX 1, 5'-0" OR PER PLAN ~ ~ NOTES: 1 1 EXPANSION JOINTS 0 40'-0" MAX NOTE: 2 CONTROL JOINTS O 10*-0- MAX EXPANSION JOINTS 0 40'-0" O C. MAX dc CONTROL JOINTS O 10'-O" 3 WHEN ADJACENT TO CONCRETE SLAB CONTINUE SLAB JOINTS O.C. MAX. WHEN ADJACENT TO THROUGH RAISED CONCRETE WALK. CONCRETE YARD CONTINUE JOHNTS THROUGH SWALE U ; :1 4 ISOLATION JOINT AND THICKENED SLAB EDGE MAY BE 3 SUBSTITUTED FOR EXPANSION JOINT : ~ Mip 5 REFER TO ARCHITECTURAL PLANS FOR COLOR AND TEx TURE .Â· 91.583Â¢2 5 CONCRETE WALK AND CURB 7 CONCRETE SWALE (VALLEY GUTTER) 7 TYPICAL EDGE OF CONCRETE SLAB 8 NOT USED NO SCALE NO SCALE NO SCALE THICKENED SLAB EDGE NO SCALE * 1 / a. 33120 g D 22@.2.-Cm 4 i *14:jit -0 518@01=. Ellm=Â¥g= Sis.:3,6. : 00 Ze QM2 9.2.98Â¤11 i.::am:%* . 52~EWEU 2 -"'a ........... 39 11 gum; 0- 04-lk,8,%1 a: 58 wE ag z: RiÂ·,iewed fur { rimplticc 1 < i,toradin C ude imultin, 1.1.4 m 1 - - Ir,Illu'ilipi,mill.-aiL.I.T.ti,W;]~Il,0, pan'Irni.r,he ibme,-61 i ..f.m .- ~dui,iwes,~fli~c~i.n*hilic,i H Gil R.mmiller 09 27 201 8 DETAILS NOIidIHOS]0 Â·M 03 ~38Â¥d38d lili 'ON 133/5 SNOiSIA33 ID//3 N/ld , log/â€¢Z/01 AJ,Ili~O Hi 10~,SP. NO ./ 553#00Â¥ .15 ./. At y .79 .-20-60 I PIDIJOC|301 RZ[Ol# S Â¥NOODYN ~_~ Â·03~0Hln 0Â·51;t Â£1 508 *00]Â¥80100 '18Â¥d 531Sl' ]AÂ¥ ....0.1 'le I05l Il 0-900 0 38~ S31S3 i.8/530 I .11118. All, 0,100]S (04 2 02 DEMOLITION GENFRAI NOTFS. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION OBTAINED FROM SITE OBSERVATIONS. CONTRACTOR TO f-<29 f-tip ,229", 29-1 ~ IVERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR To DEMOUTION & NOTIFY A/E IN CASE OF DISCREPANCIES ~ ABOVE ~ ABOVE 1(Dg,1 \ 1 <092 ABOVE ~ IASAP. DEMOLITION IS TO BE EXECUTED SO AS NOT TO 1 1-1 1 1// /</7* ' / ' ' â€¢ DISTURB EXISTING FOUNDATION AND STRUCTURE. lily /J /U / / / / / / h. A. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE ' ARCHITECTURAL. PLUMBING. ELECTRICAL & HVAC WORK VESTIBULE Â· CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS ri-Tri Â· AS SHOWN AND REQUIRED BY THE CONTRACT Â· DOCUMENTS, INCLUDING BUT NOT LIMITED TO 14 5 /5554- 1 //rilifil//i \ 4 % 2â‚¬ 4 4 '3 IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS 51" 1 . MATERIALS DURING DEMOUTION OR CONSTRUCTION, , ME SHALL IMMEDIATELY SUSPEND WORK & NOTIFY THE ~~'~~010 J~J~1,;;,, 10'-3" iT.-9 \Â»L lil /1 ' MCDONALD'S AREA CONSTRUCTION MANAGER BEFORE ' PROCEEDING 1l1ft, 1-1111 407â€¢6'77 A/// Â«.3 1//// 0 .t. DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER /UY '7 + A/, / STRICT ACCORDANCE WITH OSHA REGULATIONS ' Hy /Â»MULI m.1 I l fs .. CONTRACTORS RESPONSIBILIPA 11///1 . SAFETY MEASURES AND PROCEDURES ARE THE .Itl'lll' U-Ttl 7-7-l - ' D. DIMENSIONS AND CONFIGURATIONS OF EXISTING fREEZER (Dtl).I willl ra. CONDITIONS SHALL BE VERIFIED IN THE FIELD AND ANY ~ ~/ - m ~~///2. ' DISCREPANCIES OR CONFLICTS SHALL BE BROUGHT TO *7//2 .- THE ATTENTION OF THE MIDONALD'S ACM FOR DINING *5Â«34 Â· RESOLUTION 1 1 42<LU 1 1 1 '4' DEMOLITION CONTRACTOR TO COORDINATE & REVIEW ALL 8'-7-~ f f 1 / / / A. I CONSTRUCTION DOCUMENTS & DETERMINE THE EXTENT I//NRUmÂ»///9Â»/t////f//I ~ , oF DEMOLITION WORK & BECOME FAMILIAR WITH THEM . BEFORE PERFORMING ANY DEMOLITION WORK. BY THE . SUPPORT ~' 1 - '''',-''' 77///,0 0 0. STARTING DEMOLTION, THE CONTRACTOR WILL- - lili Ililli Ill - I %2 DEEMED TO HAVE COMPLIED WITH THE Jl'111 AFOREMENTIONED, TO HAVE ACCEPTED SUCH CONDITIONS, . AND TO HAVE MADE THE NECESSARY ALLOWANCES IN I lilli-... PREPARING HIS BID foy*.21'A i Ik.'..,2 -- Z. S -: r-74///- r /(81.4/940*I F ELECTRICAL DEMOLITION NOTE REFER TO ELECTRICAL # 4 34 1 tÂ»~2 3 -E but / 1 h . DRAWINGS FOR DETAILED ELECTRICAL DEMOUTION NOTES ~< ~ 90 172\ ABOVE / /p- 2, S 112 . C VERIFY WITH OWNER THE DISPOSITION OF ALL \\ - SCULLERY . ~ ~~I FURNISHINGS. MILLWORK, LIGHANG FIXTURES, INTERIOR K . 904 5 ~/~/,/-- *. . ELEMENTS, ETC. TO BE REMOVED. ALL ITEMS TO BE \ 04 \U h, ; .4 -2 CUSTOMER ~ / ~>Clt-13 DISPOSED OFF-SITE AND IN AN LEGAL MANNER. 8 k 2 ~ I SERVICE 1 /////39>t H SAWCUT & REMOVE EXISTING SLABS AS REQUIRED FOR 2 2 -2 [3-68-1 _=] Illl/1 UNDERGROUND ELECTRICAL & PLUMBING LINES. REFER -. -- 1//////- TO PLUMBING. ELECTRICAL & KITCHEN DRAWINGS FOR COOLER - | SAWCUTS & TRENCHING WORK REQUIRED. CONCRETE 4~//// -. FLOOR WORK TO BE FINISHED FLUSH WITH EXISTING F-113-1 - KITCHEN FLOOR. DOWEL NEW SLABS TO EXISTING W/ #4 REBAR C â‚¬ ria-1 O 24" O.C. EACH SIDE (STAGGERED) REBAR TO EXTEND 0 lg////. ' 6" INTO EXISTING SLAB & ACROSS CUT OPENIING. = 1 $ CO / 0 . I. - # g/ / / A- c SECURE REBAR INTO EXISTING SLAB W/ EPOXY GROUT * - .1////1 REPLACE OR REPAIR ANY VAPOR BARRIERS DISTURBED 2>5405 . DURING EXCAVATIONS. Â° g B Â¢ z- I-- 4 %9 till n: , 1- CONTRACTOR SHALL PROVIDE ALL TEMPORARY 23 0 <854 .///. BRACING/SHORING AS REQUIRED TO MAINTAIN : C//032 , STRUCTURAL STABIUTY OF THE EXISTING STRUCTURE a -- 0 - 20 // J DURING ALL PHASES OF CONSTRUCTION -2/Ic P-no L CREW ROOM .7 . - ri39-1 2 .' %16) vuj// f / 1 PROTECT EXISTING CONSTRUCTION TO REMAIN FROM., * ~ ~ N 8 & 2 \ DAMAGE DURING CONSTRUCTION. CONTRACTOR TO PATCH ' - OFFICE ~ & REPAIR ANY PORTIONS OF THE ExISTING BUILDING 6 ff =S: AFFECTED BY NEW WORK AS REQUIRED TO MATCH THE -2 EXISTING ADJACENT CONSTRUCTION & FINISHES. - ' ' i.i,-54 1 0 2, K. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED -J -~ ~ [41505: ~ TO THE DEMOUTION AND REMOVAL OF ANY WALLS, - - 404) 77 V////n c COUNTERS. FURNITURE. BULKHEADS, DOORS, PLUMBING, z ~ :lDp- 8 4*44/76Â«1 MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS 1 - L.. 1 1 PRESENTER / v~ 34////2 1 Â« AND DUCTWORK AS SHOWN ON THE DRAWINGS OR AS 5 < . . WORK FOR A COMPLETE JOB N-/ / / 7-, REQUIRED TO COMPLETE THE INSTALLATION OF THE NEW Al~- VESTIBULE r:='2~~ 4 .' 2:C L REMOVE ANY SINKS. WATER CLOSETS, URINALS, ~ 5.Â§Â·F3 0 ~ r- , LAVATORIES. FLOOR DRAINS, NOTED ON DRAWINGS AS 11 1 r----11 4 1,/'', , 2- ~ WELL AS ALL ASSOCIATED PLUMEING ACCESSORIES. b Ove 9 1 4- i KÂ«4Â·34.464+'_'_'LLE~ 2 CAP, PLUG ALL ABANDONED SUPPLY & WASTE LINES â‚¬ MECHANICAL & PLUMBING DRAWINGS FOR DETAÂ¢LEE) 40 .83 PATCH & SEAL ALL FLOOR PEN ETRATIONS. SEE 1 \ DEMOLITION NOTES C 431.Â§1 1 ..2/of: ABOVE I I ABOVE M WHEN UTILITIES ARE REMOVED, CAP & SEAL A MINIMUMI ~ 4 OF 8" BELOW FINISH FLOOR OR A MIN. OF 1 - BEHIND .3263. WALL FINISH AND A MINIMUM OF 6" ABOVE FINISH ' CEILING \--48> â‚¬ N COORDINATE PLUMBING DEMOLITION WORKS WITH NEW Â® ABOVE TOILET LAYOUT, REFER PLUMBING DRAWINGS. *:.&72%2 O CUT ALL EXISTING PLUMBING RISERS AND EXTEND gi~ DEMOLITION: FLOOR PLAN UNDERSLAB PIPING TO NEW PLUMBING CHASE LOCATION , AS REQUIRED. ~. SCALE 1 /4" = i'-O- : 35 . r - P SEE DEMOLITION ELEVATIONS FOR MORE INFORMATION. 0 \ Z I 9 ) - lf) . ~- - (10 0) 1 - r 1 - 3 - E: L 0 . C D- ./ U C - E I I . Q Ex ISTING BUILDING SIGNAGE - CONTRACTOR TO SELECTIVELY REMOVE AND COORDINATE le:Wh .QEMQUI!2.61_MELNQIa DEMQUILQLLEGENQ: TRANSFER/DISPOSAL OF WITH MCDONALDS A.C.M. . 4 COORDINATE DE-ENERGIZING OF CONNECTIONS PRIOR TO REFER TO 01.0 FOR DEMOLITION GENERAL. NOTES DEMOLITION. COORDINATE RE-USE OR ABANDONMENT O, x' DENOTES KEY NOTE NUMBER BELOW BACK TO PANEL/BREAKER. CONDUIT MAY REMAIN. OF UTILITIES. ABANDONED POWER SHALL BE REMOVED EXISTING TO BE REMOVED 1 REMOVE PROJECTION OF EXISTING MANSARD FRAMÂ¢NG AND 8 REMOVE EXTER)OR STOREFRONT ASSEMBLY AND 14 EXISTING DIGITAL MENU BOARD TO REMAIN. R CONTRACTOR SHALL VERIFY ALL CRITICAL EXISTING SHEATHING AS REQUIRED TO SUIT NEW WORK; PROVIDE RE-FRAME AS REQUIRED TO MATCH ExISTING. ELEVATION HEIGHTS ABOVE FINISH SLAB, INCLUDING, BUT SUPPLEMENTAL FRAMING TO MAINTAIN THE INTEGRITY OF THE 15. REMOVE EXISTING COUNTERTOP ASSEMGLY TO SUIT NEW NOT LIMITED TO: WINDOW SILL, WINDOW HEADS, TOPS OF MANSARD STRUCTURE AND TO SUIT NEW WORK. REFER TO 9. REMOVE EXISTING EXTERIOR FINISH IN INDICATED AREA WORK, REFER TO CONSTRUCTION DRAWING Al.0 WALL, BOTTOM OF MANSARD ROOF SOFFITS, TOPS OF STRUCTURAL DRAWINGS INCLUDING SHEATHING PREPARE EXPOSED SHEATHING TO COORDINATE WITH DECOR DRAWING ~ AREA NOT IN SCOPE PARAPETS. ETC RECIEVE NEW WALL FINISH TO SUIT NEW WORK 2 REMOVE ALL EXISTING MANSARD LIGHT BEAMS, ASSOCIATED 16 EXISTING CBB WALL - REK,IOVE EXISTING FINISH AT DINING S REMOVE ALL MANSARD ROOFING CONDUIT AND FOXES CUT BACK AND SECURE WIRING 10. EXISTING BRICK FINISH TO REMAIN ROOM SIDE ONLY EXISTING/SHEATHING TO REMAIN EXISTING PARTITION/ WALL TO REMAIN T REMOVE ALL ExTERIOR CAMERAS AND OTHER ExTERIOR 0 0 P>/toi r 3 REMOVE EXISTING BUILDING SIGNIAGE CUT BACK AND SECURE 11 , REMOVE EXISTING INTERIOR PARTITIONS. DOORS, STOREFRONT/ 17. FOR FURNITURE DEMOLITION SEE INTERIOR DECOR DRAWINGS MOUNTED SECURITY EQUIPMENT AS NECESSARY TO ANY ELECTRICAL WIRING TO BEHIND PLYWOOD SHEATHING. WINDOW ASSEMBLY. MAINTAIN OR PROVIDE STRUCTURAL 132 - 1 REMOVE EXISTING SLAB AND PREPARE FOR PERFORM WORK. SUPPORT AS REQUIRED. (V I F.) 18. EXISTING STONE FINISH TO REMAIN 1 -%3>: vj Â·'i:gil NEW FOOTING ADDITION CR 4. EXISTING SELF-SERVE BEVERAGE BAR (SSBB) TO REMAIN 12. REMOVE WINDOW DECALS THROUGHOUT. 19. EXISTING COPING TO BE REMOVED CN X 5 EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING liu DIFFUSERS TO BE REMOVED & REPLACED 13 TOILET DEMOLITION SCOPE. 20. EXISTING GRID WINDOW GLASS TO BE REMOVED /Al a Of (D â€¢ REMOVE PLUMBING FIXTURES 2 - 6. EXISTING ROOF LADDER TO REMAIN. . REMOVE ALL ACCESSORIES. ( 21 REMOVE EXISTING ROOF SHINGLES AND SHEATHING AT 1 A RMicned f,ir { Iimpli-ce â€¢ REMOVE TOILET PARTITION DOORS, FRAMES, AND MANSARD PROJEC TION. MANSARD FRAMING TO REMAIN. SEEQâ‚¬1 C â€žlor/di, C ild, C linwlling. LLC 1\ LU 7. REMOVE ALL EXISTING INTERIOR FINISHES,WALLS, FLOORS AND ASSOCIATED HARDWARE. NEW ELEVATIONS TI,r,0 pl,1,15 1,~~ t.:ei, ra ie~e~i ~i, Likle rk CEILINGS COORDINATE THE EXTENT OF DEMOUTION WITH THE â€¢ REMOVE FLOOR AND WALL FINISHES, 3 00 DECOR DRAWINGS FOR NEW SCHEDULED FINISHES â€¢ REMOVE PARTITIONS AS NOTED 22 REMOVE EXTERIOR GRADE AND CURES AS REQUIRED FOR Krail,liE â€¢.r J pe~n IT U-1 ~ 11=,~1~ ofthe~ E (Nu li~n.L.~e 11141-Gi~.1,r~ W.......11,~~ â€¢ REMOVE LIGHT FIXTURES. NEW BUILDING EXPANSION, SEE Al.0 FOR ADDITIONAL ., 4â€¢tnâ€¢Ilin ik~un,r~. 4~0 - .,-1,- 1.. â€¢ REMOVE DIFFUSERS, REGISTERS INFORMATION , prnnil ./. i........1Â¥ VI,]Illion ... 005-0173000 pri~~lillof~he~kj./..lit cluf .,Â·clhe. .ill-/#af/lill.~wt,~*~ MAD 1.0 " R'ip.millcr 09 27 201% / DEMO FLOOR PLAN AECOM PROJECT No 60531369 18 NOIid IN DS 3(] 31Â¥0 A33 WEL39 .3140 ..6 00 'Illd S 31S 3 31 NOSdrIOHI DIB 109 R IO-GOD \\\\\\\\ Slill,40) 0,8 39 - 8 iN3r,ON31NÂ¥ gi/Og/' 8 11100 d.loOSJO MMAÂ¥7 OU .1 ' @IOJ' ..ou. u @sna' Jo; 5~uaulnoop ' 553800/ # 01 311S 51 NIFIAOD (]8010NI - 3 iN31'ION3Â»rIV /1/62/9 0 L098 â‚¬88 EL6 xe; 0699 Â£98 Â£ ~41 ..1 nba sjauu eld 109.16.8- *8 03M]IA]a NOI.IMOS3/ 02 0 J@' S UainOOp Ihese drawings o. speliticotion ore the confident,/1 ond propriet rr 61021 03/Vd]I 03OS51 31Â¥0 Nola3 V'~V~~V~-V~~V~~V V %~ V V V V'-V--V--V-~V~~V~V~V~~V .. .. I. I. V V V V V A riE di> / / 1 777> 1 1 Y/////i lilli||||t| 1 J <)AMUG?E* 41*fllillill'llliilli /0 INETR TiTi///i1.. ///F//P--TL-Â»3+4zp - *, <:2- _u - ___3*(L./1.-l ~ /blj 1 1 iM K///////7///....51 1% Vy / . +77, v 0777 X/i~~--~-'~'~~-~---'-~'~'-"YX'777777727777 fi> 4 7441&*Al,i 1/,i f h. Z / 4,70/97 92/ / .ik'40 Ill l.,i#/40lf ~liiÂ·itt#,6;,60;i. 'lljh)/it!11!4' lf!.4 + H MN{ 141 H !- - -6141#11Nklill. 1- 1 n ..ill'111,1,11,1, < Â·Â·Â© .Ii; tiIiliti. 5 j , ., . uxÂ»xz*>50*_-3 ~ 4 5~50000>5050*kilil x. <29 -L- T . .CE=.7,1. - 43 43 L-<23> /424% m A r-13 DEMOLITION: FRONT ELEVATION \ADZ.0/SCALE 1 /4" = 1-0 C 1 0 45 & 0% 1-(4 ~-<021> rti> r<021> r-929 - - 0 9 CO 7 / 1 / / 1 8 / 2 / / 1 :42\ 1 1 1 j 4 = A 1 1 If m#21 a. 1 1 1 1 ro - 0..c I J I I 5 z L L , 1 111111!11111[l IT! 111111111111111111111, - 11f 9////////////i-k - - v - rf *Ti r-<019) ~ /J .2 b 1 '11 !*11 1%1;,i 11 Ill 11,% riL 1 1,1 1 'i k l,14 14# l,Â·; j, bi f I. i f bly:j,/ 1 l'i/ ' i /14 1 /4 1 bi # 1'Lf / --'llÂ¢.ill.#114,14!, f.* w/ M.( / F / ..: 1 .~I k.-. %- '1Â¢111/,1 1 1\\\1 4 , S \ u--a ~ \-43> L<E> Lt.9 0 f I - C /21 DEMOLITION: NON DRIVE-THRU ELEVATION 9 ~ * 5 4933~ SCALE i /4" = 1'-0 i %.-. ig /8 1. 02 DEMOLITION KEY NOTES: DEMOLITION LEGEND: REFER TO 01.0 FOR DEMOLITION GENERAL NOTES ~ 'x' DENOTES KEY NOTE NUMBER BELOW ''' ''' '' ''' ''' ' EXISTING TO BE REMOVED 1 REMOVE PROJECTION OF EXISTING MANSARD FRAMING AND 8 REMOVE EXTERIOR STOREFRONT ASSEMBLY AND 14 EXISTING DIGITAL MENU BOARD TO REMAIN. SHEATHÂ¢NG AS REQUIRED TO SUIT NEW WORK; PROVIDE RE-FRAME AS REQUIRED TO MATCH EXISTING. SUPPLEMENTAL FRAMING TO MAINTAIN THE INTEGRITY OF THE 15 REMOVE EXISTING COUNTERTOP ASSEMBLY TO SUIT NEW MANSARD STRUCTURE AND TO SUIT NEW WORK REFER TO 9 REMOVE EXISTING EXTERIOR FINISH IN INDICATED AREA WORK, REFER TO CONSTRUCTION DRAWING Al 0 STRUCTURAL DRAWINGS INCLUDING SHEATHING PREPARE EXPOSED SHEATHING TO COORDINATE WITH DECOR DRAWING ~ AREA NOT IN SCOPE RECIEVE NEW WALL FINISH TO SUIT NEW WORK. 2 REMOVE ALL EXISTING MANSARD LIGHT BEAMS. ASSOCIATED 16 EXISTING CBB WALL - REMOVE EXISTING FINISH AT DINING CONDUIT AND BOXES CUT BACK AND SECURE WIRING. 10, EXISTING BRICK FINISH TO REMAIN. ROOM SIDE ONLY EXISTING/SHEATHING TO REMAIN. EXISTING PARTITION/ WALL TO REMAIN 3 REMOVE EXISTING BUILDING SIGNAGE. CUT BACK AND SECURE 1 1 REMOVE EXISTING INTERIOR PARTITIONS. DOORS. STOREFRONT/ 17 FOR FURNITURE DEMOLITION SEE INTERIOR DECOR DRAWINGS ANY ELECTRICAL WIRING TO BEHIND PLYWOOD SHEATHINC. WINDOW ASSEMBLY. MAINTAIN OR PROVIDE STRUCTURAL pv - tv REMOVE EXISTING SLAB AND PREPARE FOR SUPPORT AS REQUIRED. (V. I.F.) 18. EXISTING STONE FINISH TO REMAIN NEW FOOTING ADDITION 4 EXISTING SELF-SERVE BEVERAGE BAR (SSBB) TO REMAIN 12. REMOVE WINDOW DECALS THROUGHOUT. 19 EXISTING COPING TO BE REMOIED 5 EXISTING MECHANICAL DUCTWORK TO REMAIN EXISTING DIFFUSERS TO BE REMOVED & REPLACED 13. TOILET DEMOLITION SCOPE: 20. EXISTING GRID WINDOW GLASS TO BE REMOVED ZE â€¢ REMOVE PLUMBING FIxTURES 6. EXISTING ROOF LADDER TO REMAIN â€¢ REMOVE ALL ACCESSORIES f 21 REMOVE EXISTING ROOF SHINGLES AND SHEATHING AT 7 A â€¢ REMOVE TOILET PARTITION DOORS. FRAMES, AND ~ MANSARD PROJECTION MANSARD FRAMING TO REMAIN SEEVC\ 14Â·,irn ed fi,r { .â€¢rn pli,Ince 7. REMOVE ALL EXISTING INTERIOR FINISHES,WALLS, FLOORS AND ASSOCIATED HARDWARE. NEW ELEVATIONS â‚¬ ill,}r~diâ€¢ C ,/e An*ulnnz. LLCÂ· 0 CL PÂ»Â»1 H CEILINGS COORDINATE THE EXTENT Of DEMOLITION WITH THE â€¢ REMOVE FLOOR AND WALL FINISHES, . 0/p,4,1.11/ :11â€ž,r- 1/w,d:/:lie DECOR DRAWINGS FOR NEW SCHEDULED FINISHES. â€¢ REMOVE PARTITIONS AS NOTED 22. REMOVE EXTERIOR GRADE AND CURBS AS REQUIRED FOR i#imiâ€ž*I.ke d.hc di.1 w.k â€¢ REMOVE LIGHT FIXTURES NEW BUILDING EXPANSION, SEE Al O FOR ADDITIONAL ~ E c\10 â€¢ REMOVE DIFFUSERS. REGISTERS IINFORMATION ,-.Inâ€¢Ilin ik. me,0, 4-|1 r,0 10 .r,~ted le ~ 4pm,1 ft, Irl.,0Â¥,I.=~V~OUIKnK,f~~ 005-0173 000 pr-IL'Ir.lile-k.I 1/â€žfâ€žv /= -W=#4,-h~.-i: 131 Gil Râ€ž,.miller 09 27 201 X w AD2.0 w DEMO ELEVATIONS AECOM PROJECT No 6053!369 /8 NOildlt!363(] 31Â¥0 A3&1 .GOG 03 '>18Â¢d S31S 3 3/,V NOSd)NOHI Ole IO~ ..-500 LA\\\Y\\~14 SIN]MIO) OHO,ONÂ¥1 - D 1 N31'(0N3 r~Â¥ 9,/6E/8 0 1099 Â£88 ELe xe, 0698 EW @14; %,nba '047/ uo @~du,px' ~0 ~3~i@J@;aJ Jo' 56/I.DJ' @5/41 SiN=InMOD 018 00 - 8 1 N3'ON 3~'IV 01/004 0 UlooÂ·dJOOS.n p'ZIJO/'no 10/ 54 33@foid ./oul UO .sn. 30' swawnoop I.;uo~ I. 553800/ 31!S Ol Jil' sJauueld - Sieeu15Ue - SloallwoJ 9214 1 6 10 9@'d" 1// 11045 PUD 1 '/SCI 5,P|ouoomil jo 4, do NOI.180S3O LOZ a JIns 'laa.Ils pEOJ @JaM S}ue. ~0p 'DJ~UOO 841 '0402 JO4Ino ua;;'J 'r~4'i LUOal 4,\\\N\\\\1 . 0 3*1Â¥d 'Md Imal,doid pu 44" aln @10 9 40'14'3@dis put, 96/,9/1/ 0/94 ' ~Â·'1';" ~'~Q//-00 ulai -'#'0/ds 241 @s- 1 I O. PO s.,eali.Â£ pul GIN@'141.1/ peSW@04 4//doid 1/ sa),/ 1/5 0 /,IS ..awl O WO ... JO' 0.,4/9 .u 210I@31)<3 9 l 3@0 06 8801 00 1 1 - In 1 1 /L 7 I I 1 j - 0 2 -1 ii-ii,,,,filifiLiffififfii-i,i-i-.11,-fii 'Â©1~fl -- % - 4. CriathR..)*4&~L 9 .' A .22 2 ..2 2. ., 4 )cy lar ?cy 49 LE.5 L.<85 429 4*> De 1- 11 /91 DEMOLITION: REAR ELEVATION CO; SCALE 1,4' = Â· -3 44 0 N 2 3% E a. I res> HE> f-tiP r-<02 Â¢ E-<23 riE f-<E> f-<29 r-<021) /-129 f--<E> r-67> 771'-1 5- TYP. 7- rip. U 7 TYP. ~ 1 U 1 / :02 1 i y i 0 0 1 1 1 1 1 I 1 L / / *f. / / .-O- 1 1 f) j 7 7 , 7 Â·1 - _ i~~- - _ _ Ill..B 1 Et 1 Y///////////29 J i:45 .."'". .....: .1 4 ~.jf 1 7 4[14+ 7 7 4%VLUD/,/ tx' i J 9. t L ' Â©%40<.45841,< --/- Â·441;Â«â‚¬444 . 2 2 8 f 1 . 51Â·Mse -'f UN k 4 4 Â¢!*,1,61Â·,ilA, i U) .: E 4 4 /4/4 21 4 A /9 4 . J M _I_, I 'i FAN/1 A, 3 - - 11 - - i i , ..1 =a' ' Â· - 'mE#AC,}36 1 I . 1 1 1 1 Â·t 11Â·'h 1 43 .25 Am> 020 ~-El> D20 /21 DEMOLITION:DRIVE-THRU ELEVATION 1 1 CA02.1/ SCALE 1/4" = 1 -0 . SA 0 0 . 0 Ei 0 01 . . N 8 Sk DEMOLITION KEY NOTES: DEMOLITION LEGENDÂ· 24 w 00 REFER TO 01 0 FOR DEMOLITION GENERAL NOTES ~ 'x DENOTES KEY NOTE NUMBER BELOW EXISTING TO BE REMOVED 1 REMOVE PROJECTION OF EXISTING MANSARD FRAMING AND 8 REMOVE EXTERIOR STOREFRONT ASSEMBLY AND 14. EXISTING DIGITAL MENU BOARD TO REMAIN SHEATHING AS REQUIRED TO SUIT NEW WORK. PROVIDE RE-FRAME AS REQUIRED TO MATCH Ex ISTING SUPPLEMENTAL FRAMING TO MAINTAIN THE INTEGRITY OF THE 15 REMOVE EXISTING COUNTERTOP ASSEMBLY TO SUIT NEW MANSARD STRUCTURE AND TO SUIT NEW WORK. REFER TO 9 REMOVE EXISTING EXTERIOR FINISH IN INDICATED AREA WORK, REFER TO CONSTRUCTION DRAWING Al 0 STRUCTURAL DRAWINGS. INCLUDING SHEATHING PREPARE EXPOSED SHEATHING TO COORDINATE WITH DECOR DRAWING | AREA NOT IN SCOPE RECIEVE NEW WALL FINISH TO SUIT NEW WORK 2 REMOVE ALL EXISTING MANSARD LIGHT BEAMS, ASSOCIATED 16 EXISTING CBB WALL - REMOVE EXISTING FINISH AT DINING CONDUIT AND BOXES CUT BACK AND SECURE WIRING 10 EXISTING BRICK FINISH TO REMAIN ROOM SIDE ONLY EXISTING/SHEATHING TO REMAIN EXISTING PARTITION, WALL TO REMAIN 3. REMOVE EXISTING BUILDING SIGNAGE CUT BACK AND SECURE 1 1 REMOVE EXISTING INTERIOR PARTITIONS, DOORS. STOREFRONT/ 17 FOR FURNITURE DEMOLITION SEE INTERIOR DECOR DRAWINGS. ANY ELECTRICAL WIRING TO BEHIND PLYWOOD SHEATHING. WINDOW ASSEMBLY. MAINTAIN OR PROVIDE STRUCTURAL SUPPORT AS REQUIRED. (V.I.F.) 18 EXISTING STONE FINISH TO REMAIN H. tÂ·.1- 1 NEW FOOTING ADDITION 4. EXISTING SELF-SERVE BEVERAGE BAR (SSBE) TO REMAIN. 12 REMOVE WINDOW DECALS THROUGHOUT. 19 EXISTING COPING TO BE REMOVED, 0 5 EXISTING MECHANICAL DUCTWORK TO REMAIN EXISTING WN OFFUSERS TO EE REMOVED & REPLACED 13 TOILET DEMOLITION SCOPE. 20 EXISTING GRID WINDOW GLASS TO BE REMOVED ~ L.L.1 â€¢ REMOVE PLUMEING FIXTURES 6 EXISTING ROOF LADDER TO REMAIN. â€¢ REMOVE ALL ACCESSORIES f 21 REMOVE EXISTING ROOF SHINGLES AND SHEATHING AT 1 A (D â€¢ REMOVE TOILET PARTITION DOORS. FRAMES. AND \~ MANSARD PROJECTION MANSARD FRAMING TO REMAIN. SEE VC\ 14Â·â€¢icned bir C i.mplian~r 7. REMOVE ALL EXISTING INTERIOR FINISHES,WALLS, FLOORS AND ASSOCIATED HARDWARE. NEW ELEVATIONS , iII(ir..' ill , i.lulling, ILLâ‚¬ LU CEILINGS. COORDINATE THE EXTENT OF DEMOLITION WITH THE . REMOVE FLOOR AND ~LL FINISHES ~ Thrse pl.,11. lu.2 breli le, L,wed r,Li~C CK V////A 1 REMOVE EXISTING SLAB AND PREPARE FOR DECOR DRAWINGS FOR NEW SCHEDULED FINISHES. â€¢ REMOVE PARTITIONS AS NOTED. 22 REMOVE EXTERIOR GRADE AND CURBS AS REQUIRED FOR ....k. w~ ..L'.'llk.. ..h 'Ir ..... I,LILIU. I. O -bfu~F-re.P,k E-~1~k, 11~~â€žiw,~e,/ I â€¢ REMOVE LIGHT FIXTURES. NEW BUILDING EXPANSION, SEE Alt FOR ADDITIONAL - â€¢,imÂ¢11'll,~.miÂ¢k-edâ€¢~11=.dil-Â·i,fâ€¢1%~e - â€¢ REMOVE DIFFUSERS, REGISTERS. INFORMATION -Ill.ihi~i /%/.*. I ill I c.-1.=1,0 I ape,in,IF~N 4di[,mÂ·,1,~1~10iJ~~ 005-0173 00 0 Ii#k-"*.*. ~lk,rkdâ€¢ if~Ile],i~h~11~~ 'AD2.1 Bi (}11 Rossmiller 09 27 201 8 ~ DEMO ELEVATiONS AECOM PROJECT No 60531369 *8 NO,ldla)S3(] 31Â¥0 A38 Â£ LGOR 00 '>leÂ¢d S31S 3 3/ NOS#0+41 DIO 10â‚¬ u.-gOD 14\10\\11\\\:N SiN3MOD 0/010]Â£ - 3 iN3AON )rlÂ¥ ./66/8 0 1098 â‚¬88 EL 6 /4 0698 Â£98 EL 4, sa int,â€ž 0, d -H#*a @ou@ia~@J Jo, sbulâ€¢rup @sati, L l,/t SIN]MOO 0,8 00 - 8 1N301(]N31,Â¥ 91/0&/t 8 , / d)14 "Zi,04;no jou â€ž pafo,d ,@taouc> UO @Sn, 4 Swauin,op )004â€že aln SS3800/ 3US 0]I 31IS slauuel - sia@Ut 2 W / ONF U,021 v uoneiodoo NO'83 .03*/382 111 -Â· !101 03@Â¥/3*ad .8 N...0 I loi~,npoJ.y s.,aauibul pul Gtoa},4 pas///i Kijadoid '0 se/,A,as s, 91 XZ UOI;*f. 79<FS (3 3 ES *8 03AgIA]I 0,1D 1],I./.9 pon #/ *0 0 W 'ig WOJ lip o U. @sn Joi Ii#ing WI' 03/.1 31Â¥0 3 dan LLOZ NOildIHOS3O 12'-1 0 V .2-0.1 [ 8'-0"~ ~'-0 ------------------ . -37*--"N#*015<J - C 1 f LJ ./ ra ill-----31 1 ~ 1 1 : 1 -1 --2.1 111 1 , r--fr---- ----1 i Il T WOMEN'S / I-1 I 'Lir. 11 \419, 11 1 YESTIBULÂ© li r 11 1 1 L_20! 1~' 1 ~ ( O-1 0 741 -=-2- 3115]L_-__4~LIL_____ JL__-L--02 -_-- 1 11 'I -i/1 1 11' " '11 $ pld_ 11 / 1 -I . Ill 12: 4 - - 1 - ~~.t-~41-1$<L-laul,) A A A A LA - O-Lj~~~7- 6 6'-4" 1 ~ I -- g'-8- L Â·43-KbrA,1 1 - - 1 \--/ --*-- r----*x#----,0--â€žil Y I 7'-4" ~ 41- 9 9 -~L.-+-.,.ZZY. -- 11 J .. -1 9 .=au - E E F Ir--7,1 ~mt 60-8" lEO I. 44 Â·Â·,--[i] 11'-2. FREE ER 1 4==44[49 4-afÂ©40--1 1 W 1 ===== 11 1 ~/l-3-4 -~\ 1 3 -1--1 DINING /71 .11---1 i 8'-7 r-iii-1 V------=3 Umt 1 33F------7371\ I MEN'S It---1 1 1 VII j Eji] \ I LIU SUPPORT 1 \41 1 \ 1 9 1, i i 1- r- 0 1 - =[r---2-*- I =--d_ _i V ERT i 141 1'1 --t----- ---- -fW c 1 1 i lilli i 1 :i - 1 - 4 - 110 1 2-,EN )<1 ------------------* %Â°XE /#/ 112 1 1 1 SCULLERY 4~Ock 2 Nny1 1 [ 1 *I ----1 1 1 1) 1 1 i CUSTOMER i , SERVICE 1 - E-i86-1 41<r CO LER _ W - ~ 13 KITCHEN ~OK ri-65-1 -L -1-I - 111 1 1 IY ,. - 1 1 1 1 -1 1 1 lin 1 1 1 L--L r - 7=. 1 L __ 1 li -2-J j-1 - 0-1.2-4 ~ i L CE&#COM . 11 -14 ~ --arl Di.% g 1. 2 itt tc> 1--IE 2 OF-ACE ' 1% 2 1 Ny. 3 0 Hil* 0 1 2 I v F ful 1 4-4 -1 00 L. 6 C J fiil 3 4 4 12 -17~.7=27=DPRESENTER2~V-/--1 =9 ---- 1 ./2 2:. 1 ORDER - - 11 2 fA ..- 4 .:gob .'* 1 7 1 1 DGE-1 1 ~ VESTIBULE 51b @*8-26- NEW SLAB REFER TO .. 04#* 1 1.---1 ! 9 1 02 3~2 m ge:m STRUCTURAL DRAWINGS |~'--b" ~ ALIG~ - -~ -~ riÂ·~ EP 6 1 0 :.0 3â‚¬ E. 1 1 1-F .1 1 9 411.-1" A Â»y ~ ~ EQUAL 6 EQUAL I Â°~ ~ il h.= /3-1 FLOOR PLAN y LU -J' 9 1 1 00*88 E ...32 Z i 22Â£ ... U -LINE OF MANSARD NO'-0" CENTERLINE TO CENTERLINE OF OPERABLE SASHES (EXISTING) PROJECTION ABOVE, TYP SIMPSON STRONG-TIE '*HTCI- TÂ«Â»19 0 48'0.C- A S L STRUCT MEMBER OR STUD SPAN.1/ CONT. TOP PLATE - -Â«/~- z BOTTOM CHORD @ 4'-0" OC - CONT 2X FIRESTOPPING AT EXTENT LATERAL , . 6- / OF BACKUP (TYP) BRACÂ¢NG TO ~~4 '. . l METAL STUD PARTITION TYPE: STRUCT ABOVE O "MA" = 3 5/8" SYMBOL LEGEND KEY NOTES GENERAL NOTES 4-0" 0 C. : g SPACING 16" 0 C 1/2- GYP BO. - STUD GUAGE LINIES AND EXTERIOR FACE OF FINISH UNLESS THRESHOLD AT ENTRY DOORS OR 1/2" CEUENT CLG AS LOAD BEARING: CIIJ RE-GROUT KITCHEN FLOOR TILE ~ BRAND WALL E FoR FSRNETRURE31(1[ETEERF~NIJ?TLOCATIONC~ITINGDECOR) 1. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE 7, GC TO PROVIDE A.D.A. COMPLIANT ALUMINUM 18 OTHERWISE NOTED INTERIOR DIMENSIONS ARE TO FACE BOARD EACH SIDE. SCHEDULED NON-LOAD BEARING: 20 rEl ALUMINUM CANOPY SYSTEM ABOVE - SEE 6/A3 0 FOR 0-1 NEW TRELLIS SYSTEM ABOVE - SEE 6/A3 0 FOR OF INTERIOR WALL BOARD 8, GC TO PROVIDE A.D.A. COMPLIANT KICK PLATE 10- -- -- DRAFT STOPPING - SEE 2/Al O U NOTES - SEE ROOF PLAN FOR DIMENSIONS U NOTES - SEE ROOF PLAN FOR DIMENSIONS MINIMUM AT ADA ROUT ENTRY DOORS PLYWOOD BACKUP - -- 2 SEE 6/AJ O FOR EXTERIOR WALL ASSEMBLY TYPES SEE AS INDICATED ON - L WOOD STUD PARTITION TYPEÂ· v ~- PARTITION TYPE TAG SEE 2/Al.0 [4] FRONT COUNTER - NEW MODULAR FRONT n NEW ALUMINUM TRELLIS 2*8 WALL FASCIA BY 2/Al.0 FOR INTERIOR PARTITION TYPES. INTERIOR 9 FINISH SCHED ALL PARTITIONS TYPE 'A' UNLESS LL COUNTER LE.1 OTHERS. SEE ELEVATIONS PARTITIONS ARE TYPE 'A' UNLESS NOTED OTHERWISE. EN NOTED OTHERWISE nA-- BOTTOM 1 2~- 'A- = 2,4 ~ DOOR TAG - SEE DOOR SCHEDULE ON A6.0 r~11 MENU BOARDS - EXISTING DIGITAL MENU BOARD Â£-1 DROPPED SOFFIT ABOVE - SEE REFLECTED CEIUNG 3. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES [1 U TO REMAIN. LJ PLAN 4. SEE SHEET Ae FOR DOOR AND ROOM FINISH SCHEDULES of (D OF BACKUP ~ - "AT "= 2%4 W/BATT INS 2- TO BE ~ KEY NOTE 51 ROOF LADDER (EXISTING) 5. SEE SITE PLAN FOR SIDEWALKS. RAMPS. ETC 8" = 2x6 PACKAGE OR AS REQUIRED BY STATE CODES SIGNAGE .........6/,c~u.,_-6.cul.......1,~ SOO CEMENT , FLOOR AS "81"= 2*6 W/BATT INS 6 GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL - 5 W 14Â·,iewed kir (implti" BOARD - I (,il,iridi,( â€¢/r (,insulnnÂ£. I.I.C MIN 1/2 Â«-2-2 Of_RZ~ â€žSÂ·: 2:8 W/BAn INS 2~ EXISTING PARTITION/ WALL TO REMAIN Eii ~tE--2ERVE BEVERAGE BAR - EXISTING TO SIGNS AT LOCATIONS AND POSITIONS INDICATED IN T!,e,=pllf.-Iw,Ic.Lit.ci=Ic ABOVE SLAB ~ PACKAGE SUPPLIED BYÂ· FORREST PERMA-SIGN Lill- ./ "*!.l.....,1./.|.I'.m.-ll.'Bl 2 (NO: 1-800-214-8765 9292 1ST ST.. BOX 588 - I _i....lirn....I/,0.-'ll' be -indto I 005-0173 00.0 www.forrestpermasigns.com NEW ROCHELLE. NY 10802 - .ip<,mil f'/ Â£/ Ipprmal,lf ~ny.lol,0,%/m ril INTERIOR PARTITION STUD SPACING 16" 0.C. ./MI.-'L*/1 L.L.#- MAXIMUM OCCUPANCY SIGN TO BE POSTED PER STATE I,dinaliceirifÂ¢.'...# : Al.0 CONTRACTOR M FLOOR PLAN CODE. SIGN FURNISHED AND INSTALLED BY GENERAL Hi { 11: Ri 'smiller I )9 27 24)I X AECOM PROJECT No 60531369 Al NOILdlaDS)(] 6 31Â¥0 LIG09 00 '>Ibid //3 ]AV NOS/MOHI 1 109 ..-soo ..3.'03 0.010'Â¥1 - 0 1 NJWION3)'IÂ¥ .1/6,/60 LO98 Â£898â‚¬~6 xe, %7323 t~Ji: ic Lk/1 zi:t SIN]MOD) M JO - 8 1NJI0NJAÂ¥ 9,/0[/1 u.100 dioosjn wAM//.duu ~7711900=51 l:CLOUÂ° Cl 3701 2/ m Pdponuo>D eul 553aCCÂ¥ 31,S O' 31'5 SJâ‚¬%32 w ns., sil 'il u lion u. j 03./.38/ Al . ,<volsldls 8 03* 3!A38 NOI.1805 030SSI AECOM Team 210831X] 9 9 & vvvvvvvvv'---~ ||~ || || '>-Â·Â·~~ED , EQ F EQ ]6 14i] 1 1.1 1 91-0â€ž 4-91' 6 , EQ. 9 0" 1 9'-0 uk , vt, CZJ 4 . 2'-5" , 0 4'-10" 4'-10" , 2'-5",2'-5" 2'-7" -O 1 8 1. 6 + 6 0%3 6 0 4 .~ 14:J) 1 CENTER- OÂ» 6 1 4 )2 2 n G ~ OVER ~*~ W 4-9 ~ AWINDOW W ' 9 1[ 1,0 Ga_,A~~- -- 64- -fty - - 1 -452.- Al A A Ij~ A - A A' A A 1 A--11 Ld 1 11 . 1 11 - " ~ | VESTIBULE /1 u. b 1 - T ..EO. 26-1[23..EQ..,EÂ©;2679- W 96- 3.7==5'-78.71.-7 ---9--1.-7~---1.7--7- 1 61 , p . - 1 6/6 %-0 w. o fl. ~ 6 <=Â·.6 6 1 %7 -3 p 6 .p 0 0(X) wk-U -- O 4 m .. 610.40 2-0.36 EQ. f am W B 0 - W .1 1 1 1 11.71 .it-FEQ., G O 90 0 8'-4* 0 10 AFL 1 FREZER UINING 0 . VERIFY WITH _ ~ - DECOR I FyI-1 .-0 E- 0 ' , 1 1 b , 0-0 - I /-- h MEN'S A. F.F. 1 O .%. b u . r Emj--1 VERIFY WÂ¢-,4 ~ b;1 7~-- 3 0[Con el SUPPORT Â·"* . 30, EQ ..Â·2'-0~ ,~C~7-9 g" ~ 4Â·-O- L'.- ~. crih 0 0 O 0 0, , 9 r)6Â£ O : . 4,123 - 14 4 8'-8 DINING ki -_ p . ~ . - 00 A.F. F. VERIFY WITH ,-' -T-O ,-. : rTE-1 2 DECOR y:<JiI~b ~ 1 1]2{ 00 0 : 10 9 1 -- 112 . Â· .'00 Â° 4 SCULLERY ..i Â·/ i 0 -0, r--% / AA.. e # EQ ... r112 /19' â€¢ 8Â·-ic" O AFF O O 0 0 1 Pir. VITIMI --O - Â° -Aill IK-1 DECOR UUbTUMV W COOLER - SERVICE . _ 13 . . KITCHEN --.,~ O , /-2] @ at Â©o , E- Lhi 1-i65-1 ..-- 1 0 0 n f . 00 5 3-/: '. 0 - ' ' 7 -- O 093 - CREW ROOM LI 4-0 - 2 ri3Â§-7 - VE 0 0 -al- , M *01 - 4 'LIT-74Et i jilim/n . - 0 0, 0 0 0 0- 0 ~-4 LIU , 1 %' L r~-Â·v-Â»r-n 3 KEY NOTES 1 1.1 -~-]~-~~,- ~ | 2-1 1 .2 1.3 .. ~ ACOUSTICAL CEILING TILE - VERIFY FINISHES WITH DECOR COMPANY || | ORDER 2 -0 - 1 1-187 . 4 I. ~ ACOUSTICAL CEILING TILE: VINYL FACED USG 24"*24" PREMIER HI-LITE - 0 â€¢E- CLIMAPLUS KAPOK PANELS UNPERFORATED 1 w k ~ t---- 1 i El' : 1 2 4 -1 or[,2 1 -- u) 3 0 COLOR+FLAT 8LACK 205 13/ Â¥ . EQ L EQ .0 GRID. EXISTING TO REMAIN A. 1 VESTIBULE Â® BREAK METAL SOFFIT - SEE WALL SECTIONS FOR , 5'-5" 0[ 91-0- 8 1 1:UÂ«/,1 , 1 1 - Ir Â·w 0 - :.2 . 0 #32 t:.2 CONSTRUCTION AND FINISHES , 2 ~ & 82 . 5!U: [7| CANOPY SYSTEM - SEE 6/A3.0 FOR NOTES SEE ROOF PLAN U FOR DIMENSIONS E-1 CERAMIC WALL T{LE. EUROWEST C .1.4. 2 0 Zil LELI COLOR. TASTE COLLECTION PER DECOR OWGS SIZE 10")(30" ~ c .0 E c GROUT MAPE* 27 SILVER -JOINT TO BE X," MAX. ~ 3' C" m g'-0" 9'-0" EQ 3' '" ~ EQ EQ - - COORDINATE WITH THE MIDONALD'S AREA CONSTRUCTION MANAGER , 4 1 , 0 0.- 0 - 0 0 U N-C 91 L -J O g. m PORCELAIN WALL TILE. DAL-TILE, FOREST PARK TIMBERLAND ~ u lE] COLOR WOOD PLANK SIZE 6"*36 PATTERN: STACK BOND :EZ.:I:% .0 . 6 n I I O D GROUT MAPEI 79 COCOA -JOINT TO EE Jis" MAX .0 COORDINATE WITH THE MIDONALD'S AREA CONSTRUCTION MANAGER E &*2Â°E E ~~ ~~~~~OIDAELC~~~~fRIING TREATMENT - SEE DECOR DRAWINGS /71 REFLECTED CEILING PLAN E E ~ DROPPED SOFFIT .. . N O e - DC-WH 3/ E. . ~ - BOTTOM TO ALIGN WITH GYP 80 AT EXTERIOR WINDOW HEAD . 2% .8 5 0 \ ~-- MAY BE REPLACED BY ELEMENT BY DECOR SUPPLIER - E-- EXISTING ROOF ASSEMBLY .. CONFIRM WITH AREA CONSTRUCTION MANAGER 18 GA. METAL STUDS @ 24 O C. TIED TO BOTTOM ~-7 DIGITAL MENU BOARD WITH BEZELS BY OTHERS UNDER -------' CHORD OF MIN 3 ROOF lillie 1 3-5/8" METAL STUDS HANCER Lt SEPARATE PERMIT - SEE ELEC PLANS -----1-'=Ill;==5n= // 4% ~EXISTING ROOF JOISTS /4.r-EXIST--- ~ O 24" O.C. TIE TO [Ji-1 CEILING MOUNTED MONITOR: A) VERIFY MONITOR LOCATIONS WITH ~ ASSEMBLY '~ J J STEEL ~ CONTINUOUS METAL TRACK J McDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. B) SEE /7 /Â·Â·Â·Â·Â·Â· 0 Â·Â·Â·Â·Â·Â·Â·Â· Â· Â· CEILING AS -f- f ## DETAIL 6/Al.2 FOR INSTALLATION METHOD /7 r-UNISTRUT y SCHEDULET-1 -R-19 GATT INSULATION \ i ~ ROOF LADDER - ExISTING TO REMAIN ~FOR THREADED ~ '1 ~ rl TRELUS SYSTEM - SEE 6Â»3.0 FOR NOTES SEE ROOF PLAN FOR CONNECTION // -\ /r, i 1 1 1 JOIST TYP. | . - / - 6" STUD FRAMING @ ' iROD ~ f/ 1// 7/ STEEL ' ' ~ EXIST - - O C02 ROOM [_LJ DiMENSIONS AND ELEVATIONS FOR COLOR. / / 16" O. C. 1 Af rn NEW ALUMINUM TRELLIS 24 WALL FASCIA BY OTHERS, SEE 1.2.1 ELEVATIONS FOR COLOR COUNG AS I : f~ 4-0â€ž1 / 3-5/8" CON-t~~~ *-*-.J / STUD | .,8/ DROP SOFFIT /SEE CLNG, PLAN : 4 fi ~:EDI~ED ' 2 -2999906 GENERAL NOTES LIGHT FIXTURE -SEE- STUD BLOCKING - LF r. -/26.- A-Â«-04 Â« 1 ELECTRICAL DRAWINGS ~ THREADED ROD Il 1 11 8/ DROP SOFFIT / PARTIT,ON TYPE AS -_L \ - GYPSUM BOARD 1 SEE SHT A4 1 FOR CEILING FINISHES. _J 2 SEE SHT Al.0 FOR MENU BOARD DROPPED SOFFIT LOCATION DIMENSIONS 23-3/4"X23-3/4"*3/4- PLYWOOD LCORNER PLAN 1{ti"'Â·d fâ€¢ir C 'irnpli"" 5 8ACKER ABOVE CEILING TILES WITH BRACKET. MIN L1/2" THI GYPSUM 80. ON SEE CLNG. PLAN W SHOWN ON FLOOR ~ CEILING 3. GENERAL CONTRACTOR SHALL COORDINATE HVAC DIFFUSER LOCATION WITH THREADED ROD CONNECTION 1" OF ROD 3-5/8" MTL FRAMING 0 16 -14,11,1..,ir.i##illâ€¢k . - ssi "U" HANGER , Iihiradi, C ,/c (,inating, 1.1.C - DECOR & MECHANICAL PLAINS AND REPORT ANY DISCREPANCIES TO ~I~~~|hll~'ll~ 'U(/1-VI~|~1...0/11|â€¢~Ul PPER E ARCHITECT SEATING AND DECOR PROVIDED LAMINATED THROUGH CEILING AS O.C. - EXTEND GYB 80 6- ~i,AÂ·~ faible'l'/ ti4t,Â·i,6. Tl~c,i.i.:.en, SOFFIT G C. TO COORDINATE BRACKET SCHEDULED ABOVE SURROUNDING CEILING .1 Lrili,~i if ~.Imllk.Id...r. le.Vil ... 4 REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR DIFFUSER AND ELECTRICAL/LIeÂ«TNG 005-017300.0 LIGHTING INFORMATION IMVL= 5. PROVIDE USG V15 CEILING TILE RETENTION CLIPS IN ALL VESTIBULE 23% CEILING TRANSITION w/ SOFFIT /33 CEILING TRANSITION w/ SOFFIT ril GYP BD CEILING DETAIL .r'lle#......#. : Al.1 Ii.Ii['.........1 i.tif,i,â€¢h~ AREAS COORDINATE ./ DECOR ~. 1 /2+'=1'-O" ~ 1 1/2"=1'-0 ~. 1/2'=1'-0' B~ (;il Ri,Â·,sinillcr {~9 27 MH CEILING PLAN AECOM PROJECT No 60531369 SIN3ly'!03 IilaNÂ¥1 - 3 1Nll"IONJrlÂ¥ 8//62/6 3 L098 Â£ 8 EL6 xe# 0698 â‚¬88 4; b 1 /0/ / ou o aidu, 4 10 /2//,ep, 10; sbu N0IldIM0S30 31'00 A]M gl./21Â·/60-3140 M508 00'MalÂ¥d S31S3 ]AÂ¥ NOS/,10* 0,9 109 ~ rio-too SLIJAr,00 0,8 33 - 8 IN3,NONJAV 01/004 8 woo djoom -4 dAW ap@~4*94'S, la~.:@ - s oa,i~ D u- I 41@ded 3S SlaULE[ - skeeu!6u paw,poid/j j Paidoo .*8 03M31/0 886â‚¬-E LOZO I'N 'u dID pUD 'Op =S'uP| *|' uoi,oun L< Uns 'le@Jls peOJ8 pe'Ddi 803 038Â¥d]H *8 5 3 9 03'SS, 31Â¥0 210Ibl31)(3 9 1 3N 0'Ed@01 L .3800/ Il. C--ji-1<-lf--1Ilt--)Flilr-il-VIlf)*---7<-lf*7<-7<-1I-1Cli--1C-1<-1<-'1<-lf-)C-7<-1<--1C-1<--1<--1*)C)F-~C--1I-1<-1<-li-7<-1<1<--3t-1I-)C-1<-7<-lf-7<--1C-7<--11--1t--1<)C-1*-~c-~C-)F-1 A M , V ) \40' E 1 B 11 , 14'-11 4 4 1 + .11 13 .' 4 5'-1 1%3 5.-l" 1{-9.- 3'-O". Al'Ii' 'I' Ill Al'1'I' Al'I'l I'l'1' H UM N'Il lnl l'I' HI I'l' I Al IIN DI'll' LI N IFI'A'I' FIN'i Il l'I' 'I' FN I I'lll' DJATU~HI II [I N NI'll' I'l'I' '1'd, 1 24 I '- H i HI Il Ill-I it !1 lili 1-111' 111'111 1 11 lilli lili 11 1 lili !1111111 1 111 11 I lili 11111,1 11 1 1 IN 11 111 1 11 - â‚¬0 I 1 EQ.9 f 1-1 l illi 111 1 11 1 lili 11 11 lili 11111 111 11Â· 11-lilli I HI 1111 ':El 1 11 ~1 Eli 1 111- lili lili 1 11 11 PIll lili L., -- i iii ) ---E\, | | M I |i| I| H| 11 11.-1| HEI 111 II I li u III- 11.11.11 HI,li lli 11 'll li l i Il l 11 11 111 111'll li lli, 1111111111' lll, 111 HIll 1111 11.11 111 lil i l ili %1% 1 .* _AP-t f 0 0 ) C) - 1 2 2. A ,Â¥ -2 J = Iia. 2 EXISTING ROOF TO REMA)N J ~fill .Â« U 1 Â·ezr' . I. aAWR<4 m: MIN 81'k A 4 l.al 22.9 , ~ 4* \*Â»/ 1 -- 6 Ap I 1--1 - - ) 8 18 : ~ ~ ) 1~3~E O EXISTING MECHANICAL / - EQUIPMENT TO REMAIN --1 ) 8- 2~ ~ i LÂ·Â· 1 1~ . 0 51 I 0 0 0 ENDS OF MANSARD ROOF . ~ - 2 6 -. i R mi TO BE FINISHED WITH EFIS. U -1 /7\ PAINTED TO WATCH BA Hh-- 1 0 BUILDING COLOR. TYP, 1 â€¢10 m--G . 4---1.3 ) o fii.:id -1 .:El - 8 \ ./vo tz . . b.2 0 4 KEY NOTES ..11 glil; 1.5 A .1:40 C Â®4-4 / i Mi El NEW ALUMINUM CANOPY BY OTHERS, Â· 06,9-0 L-J SEE ELEVATIONS FOR COLOR iÂ·w- 1 . 4.Ililil lilli 11 lili '141Â» ( -_I HHIi lilli Ililll tlll I 1111II Ill'1'111]4=,7 -- 4 2- r..i< .4'rz "1" 11'111111 11 IN=_r 3 3 ifiliffi ) g Â«5 :% ~ ROOF LADDER (EXISTING) I lilli lilli HI 111 1 lili lili /=42 W- Â»1111 111 11.111111 fl*=1 1 -Ill N'll i.1 11 111 ]11 1,kf-~--rÂ«Â·Â·Â·l Â· Â· ~ -'=41 L lili I Il I I NÂ¥ ( ~ NEW Mc DONALD'S SIGNAGE BY OTHERS, SEE ELEVATIONS~ / 11 lili 11 1 1 11 lili I I Ill 11 Il ] Il Ill Il 11 Il i Il A ll 11-41- 11 1(Il'I-I i I li lli n flI NT[Il fl]Ill -Il-Il-[l illi- ilifil Ji-1-11110111-1- lili i 11 lill-NT} 11 3431=4Â» HI " Ill 1' 11- 11 "\ - '-6%0:E =k=-fril lili Ullhlll LI I li lli Il llilli I l ili lilll Illl!) Il l I lili Illl. I HHII Il U lili.i Il I Ill Il IllIlllili Il]*443 LENDS OFMANSARD - NEW ALUMINUM TRELLIS BY OTHERS, i ROOF TO BE 3 11 441: LUJ SEE ELEVATIONS FOR COLOR ( 21Â«Illll I Illilll}Il A I mil ll-lilli I I Il Illilll INVI Il lilli Illl : DITIIN[IlllII lili-lili I]lITIHI Illl'le- FINISHED WITH ERS, &:31'Ell =94 Ull Ill-li lli Il lIlll] HI U HEUII I I.I Ill Il lilll) Ill'U lll'I) Ill U I lili lll li l i li lli Il Ill Il Ill Il Ill Il 'll li lli Il Ill'll I|il~13% PAINTED TO MATCH / k/ 70 - NEW ALUMINUM TRELLIS TIE-BACK BY OTHERS, /1!1111111111!1 111h 11 lili 11 11 11 11 1 1 11 1!1,/ MI 1, 1]liii 111111 1 Ill 11 11 11 L ENDS OF MANSARD ROOF 11 11 11 11 11 11 BASE BUILDING 7 4, .:8...eis ll| SEE ELEVATIONS FOR COLOR ~ PAINTED TO MATCH BASE COLOR, TYP TO BE FINISHED WITH EFFS. 1 0 Ii.. *_c ci i g ~~6-1 NEW ALUMINUM TRELLIS 2*8 WALL FASCIA BY OTHERS, BUILDING COLOR, TYP. L SEE ELEVATIONS FOR COLOR ~ ~0\ ROOF PLAN * 1*114) ~ ACCENT LIGHTING - SEE ELECTRICAL ( 419 1/4" = 1,-0 41/ -&:2 2Â£ NE U C. 3' C ) I ) / <3 L.. ~' t..1 I. ) 2) d ) C. -' C.) C ) C. -' L )' L.1' C 1' L.) c .1 c.) / .< ' i.)' E ) 1 3' c. 3 L 1' C. i l.) C..1 L..3' C..) t..1' C..3 L</'- l LEGEND r- SINGLE-PLY TPO ROOFING SYSTEM ROOFING NOTES fuvvvvv -,ig * E 3% | MEMBRANE F METAL FASTENER 1 MANUFACTURERS AND PRODUCTS AP E. .: 0Â° X~. ~ PERIMETER SHEET / PLATE W/ FASTENERS A SINGLE-PLY ROOFING SYSTEM WITH BASE FLASHING SHEET EXTENDING UP < _ TRELLIS/CANOPY SYSTEM WITH ALUMINUM INFILL ~ 012" OC JOHNS MANVILLE PARAPET AND TERMINATED UNDER COPING HOT WELDED TO SEALING STRIP PANELS. SLOPE TO EDGE @1/4" PER FT. / ULTRAGARD #-TPO SECURED TO WOOD BLOCKING REPLACE EXISTING ROOFING WITH NEW EXISTING DECK -~ F- A. i SINGLE-PLY ROOFING AND FLASHING. EXISTING INSULATION SHALL REMAIN. / r--- PARAPET NO SURSITUTIONS .11 OWED REPAIR AND/OR MODIFY AS REQUIRED TO MAINTAIN EXISTING DRAINAGE ~ ~ NEW METAL SHINGLE AT MANSARD PROJECTION ~ PATTERN. 2 SPECIFIED ROOFING SYSTEMS (AS SHOWN)Â· 1 7%9x I r- PRE-FABRICATED EXISTING RIGID INSUL -~ ~-+~tx' f Nkd43\ 1 ANCHOR-TITE FASCIA A HEAT-WELDABLE SINGLE-PLY 60 MIL TPO ROOFING SYSTEM. INSTALLED B INSTALLATION OF ROOANG SHALL BE IN ACCORDANCE WITH /c\.97&0-510 INSULATION ON METAL ROOF DECK HAVING A SLOPE OF MANUFACTURER'S SPECICATIONS AND PER DETAIL 2 OF THIS SHEET. l ~ 3.---- -# ~f~I~GIBL~E~~~~P~TwI 1Â£25) MATERIALS SHALL BE AS FOLLOWS NEW ROOF AT PARAPET C PROVIDE PREFABRICATED METAL CURBS COORDINATE SIZE. LOCATION AND ~ A TPO ROOFING SYSTEM AS MANUFACTURED BY ONE OF THE TWO INSTALLATION REQUIREMENTS Â¥/ M. E.PdcS SHEETS PROVIDE CURB 5-1/2" OVERLAP W/ MANUFACTORS LISTED ABOVE TO COMPLY WITH ASTM D-6878. A LEVELER IN AREAS WHERE ROOF DECK IS PITCHED MIN. 1-1/2" HOT AIR AND FUG 1-90 FOR WIND UPLIFT Â£81 -MUM 12" HIGH CURBS ARE REQUIRED u-Â·A-.A-.A..A A.A..A_A_A_/~ 14<Cy WELD OR AS REQ'D. 8 FASTENERS METAL FASTENERS AND PLATES AS PER MANUFACTURER ,â‚¬32' \2~~ -- PER MANUFACTURER D EXACT LOCATIONS OF EXHAUST FANS, HVAC UNITS, AND ROOF HATCH ARE 3 WALKWAYS (EXISTING TO REMAIN) TO BE V.I.F. :/7 4 RIGID INSULATION. E. CRICKETS MUST BE INSTALLED AT ALL HVAC UNITS EXHAUST FANS AND COMPRESSOR RAILS, BY GENERAL CONTRACTOR TO MANTAIN DRANAGE CN PROVIDE REQUIRED LAYERS OF POLYISOCYANURATE PATTERN TO EXISTING DRAIN 0- A INSULATION W/ COVER BOARD TO MEET A MINIMUM Ir (D EXISTING ROOF DECK ZE CONTINUOUS R-27 VALUE - THICKNIESS AS REQUIRED. F ALL WOOD USED ON ROOF DECK TO BE PRESSURE TREATED. PROVIDE POSITIVE SLOPE TO ALL ROOF DRAINS (SEE ROOF Re, iewed fi,r C â€¢impliarke PLAN). PROVIDE TOP LAYER PROTECTION MATERIAL AS PER G MECHANICAL EQUIPMENT AND ROOF PENETRATIONS ARE SHOWN -- 0 52 .r*uÂ¥ n[ I ,m!â„¢11! b,ied l. 1. le, IC- U[ '#C MANUFACTURERS RECOMMENDATIONS BOTTOM LAYER OF DAGRAMMATICAL G C TO VERIFY IN FIELD LOCATION OF ALL MECHANICAL ..... Tl~le........fire, I.,11 f.~I INSULATION OVER 5/8" TYPE "X" EXTERIOR GRADE GYPSUM UNIT CUBS AND ROOF PENETRATIONS I../ in..1,1./mato,4mccuil......... : 00 BOARD ASSEMBLY SHALL COMPLY WITH UL 1256 OR 1 ~I ...11â€¢ f- E,1- F.1-IL e.,1-~11- 1-1=nce r 5 01 0 : FUG 4450 Li*N*.imÂ¢- *.| 1/*M~im,alti, ~.e Ip,nniT f~ â€¢.--.I ./..... Il> 005-0173.00 0 5 TAPERED INSULATIONÂ· .-Ili....'IWI-, -/~rn ... /73 ROOFING SYSTEM ..n,/,he,9.rn : Al.2 PROVIDE TAPERED INSULATION AS REQUIRED FOR POSITIVE N.T.6. DRAINAGE TO ROOF DRAINS AS INDICATED PER ROOF PLAN Bi (1,1 Ruismir t:r 09 27 20:8 ABOVE h- PER FOOT MIN REQUIRED v ROOF PLAN AECOM PROJECT No. 60531369 51N 3r~AOD 0801(]N,01 - D 1NlriOllm 9 I/6Z/8 3 Â«87924 Lose Â£9 Sl/3 rlr'IOJ IN),NllÂ¥/30 ON,01,08 - V 1â€¢30,043,4Â¥ L Vi-0/4 1 V ulooÂ·dioosinÂ·AUUM#:d414 SSJMOOV 3115 al Jils NOUdÂ®OS]O ]M 9 1 --301 -31Â¥0 ..9 00 'Illd S]1S3 3AV NOS/AOH, 08 IOS fl 0-soo nd are l s.0 23 0'23 3 1x 3 NOUdIMOS TYP C2 C2 / 2 /2 (2 N2 1 C2 e LI U le Q 1 11'-0. E WI LE S LJ TZ N 72 L LE LE C LE L S IF T/BRAND WALL ELEV + 17'-9 .8 '-4" LE L 2 ELEv + 16'-4" ~ ~ ELBUILDINGSIGNAGESCHEDULE T PARAPET .' METAL TRIM / FLASHÂ¢NG N FACADE SIGN ELEMENT S.F. BETWEEN PARAPET AND . N2 SHINGLED ROOF-. MIDONALDSMARCHLOGO D e 0 0 T2 FRONT ~|(3'-6"H X 4-0"W) 14 40 . -UÂ»9211)33 8/STANDING SEAM TOTAL 47 METAL ROOF ELEV + 9'-6" [-CON-ORIVE-46-1-33tff-1352)RCH-LOG014 THRU SIDE - 9 ton ELEV. + g'-0" TOTAL: 14 4 4 1~ 1 Â¤E THRU ~*LI-223-LELYZ),4 E TOTAL: 14 51 U \ 8/SILL .th 37 4 1\\ \ \[3111 DJ 4 ELE777-2-7- Al T/SLAB t' *Jit nct<42% L--=12-131> 992 9040*ZOQO' T/SLAB 4 -FEar76'-0 -FEE.I-67-7- 1. Ek 4-----73Eurl----1-1-1 . Ex 7'-6" Sl Ex STU E 9- 9 9â€ž 9 4944 2 1 CS (77*42*- . 1 0Â»VZ J<e .. n /71 FRONT ELEVATION 4- 49 * E C EQ. EO. 2 w TYP C2 C C2 N2 .. '3 1 I (2 2 El RE g T2 N L LE C LE Â¥f *WITIl S 83 ~3 |~-S MR E 8 j) L _ILBRAND-_BALL_ INSTALL METAL FLASHING AT TILE METAL TRIM / FLASHENG 11 T ~ _ ~ 4 FINISH WALL AND ROOF SHBNGLE BETWEEN PARAPET AND 9/ ELEV + 17'-8" - rh T/PARAPET 4 INTERSECTION (COLOR TO MATCH) SHINGLED ROOF ~ ELM - ~ ~~m- 2 72 BEÂ·~NO N2 1 4 em,5 Â£02 Q i f WL N MF -d & 4.2 Cl /6 8/CANOPY/TRELLIS BEYOND v A VIETEET:-MIN 2 4 :4;12 k 3'-0" 1 1% WEM 1 \ \ \lEI Wl .1 â‚¬ m iM;5% 31 /j B/SILL 5 . ' O 6 C Â«Cl 0 0 Â»1 CDGED 4 83 jok-~~IlÂ«3438Ilf0#D %-u f ity 1 T/SLAB i>*40 9390 092 7 1 T .42 0 .oc4hf2<229UGQ . 44 i?*9092% (i, I)<Â»CÂ©<2*)<2~>CÂ©QE>Â» 42 -32.32 â‚¬44 92% 900*2 30 0 6- -2,E 0: ST STI ~ gl LE * STI ST N ST 88 8# gl Â° 8 51 9 EX 51 51 I O SI SI EX N2 EX Sl EX EX 0 C2 . 11.:I 9999 2'-0 8'-0" 2'- 12-0- CS I TL m 0- /71 NON DRIVE-THRU ELEVATION ~ un - ix .â„¢ a 4201/4-1-0 //m 07 : I I . 5 O 1 KEY NOTES: COLOR LEGEND (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, UNO) Â® FACE BRICK ~ LIGHT FIXTURE - SEE ELECTRICAL |;;| METAL ROOF SHINGLE SYSTEW EXISTING STOREFRONT ANO CLAZING TO g-1 EXTEIOR INSULATION FWSH SYSTEM (E I F.S.) CRAFTSMAN BASE BUILDING FAIRVIEW TAUPE BM HC-85 BRAND WALLS IRON MOUNTAIN 84# 2134-30 L_J CONFBRI COLOR WITH MCDONALD'S PROJECT REMAIN X. - COLOR x. INSH HYDROPHOPIC TEITURE: SAN0PE88LE DRIVE THRU SURROUND IRON MOUNTAIN IM 2134-30 E LEI ' ~ ALUMINUM TREWS SYSTEM OUTSULATION PLUS MD' BY ORn,IT OR EQUAL X.- IXEE MANAGER SCHEME EX = EXISTING TO REMAIN XX Ll =UP AND DOWN SCONCE A = APPLY SPANDREL FILM AT THE EXISTING C 1 - CITYSCAPE ~ (ONLY USED 9'-0" MIN A80VE GRADE) MATCH = MATCH EXISTING BICK a - DOWN ONLY SCONCE ~~ NICHIHA FIBER CEMENT PANEL GLAZING - BY SMARTFILIS OR C2 - WH~TE COLOR. STATOTONE HIGH PERFORMANCE COLORANT - ~LJ z RECESSED DOWN FIXTURE APPROVED EQUAL FILy FISH TO BE C3 = CHARCOAL MATCH TO BENJAMIN MOORE OR EQUAL ~ BRAND WALL COJW Nx-r,PE SELECTED BY ACM (4 .. GOLD El = FAIRVIEW TAUPE HC-85 8Y BENJAMIN MOORE QIE 1 .. ILLU'INATION SERIES. PAINTED IRON CT = SILVER C2 = WHITE MOUNTAIN 2134-30 BY BENJAMIN MOORE 2 = VITAGE WOOD SERIES, COLOR: CEDAR ~ SPANDREL GLAZING TO REVIN ~ ALUMINUM TREWS TIE-BACK SYSTEI - SHADED REGIONS DENOTE LOCATIONS WHERE NEW STUCCO B ALUM~NUM CANOPY FASCIA SYSTEM IS TO BE APPLIED DUE TO THE REMOVAL OF OLD OBJECTS COLOR WHITE Â® ACCENT LIGHTING - SEE ELECTRICAL ON THE EXISTING BUILDING'S FACADE COORDINATE WITH x. - COLOR: xx - LED LIGHT 11 PANT FINISH C 1 = CITYSCAPE EB %2'*4~(snro &*r*BC:zfj SCREEN E STONE (2 ..WHITE L____3 EXTERIOR WALL ASSEMBLY TYPES ON SHEET Al.0 Ll = NOT USED Pl-TYPE: (COLOR-SEE COLOR LEGEND) u = CHARCOAL O L2 = DOWN ONLY FIXTURE Pl = PAINTED COLOR 8ASE BUILDING EX = EXISTING TO REMAIN C4 = GOLD U = INTEGRAL CANOPY FIXTURE PJ = PINTED COLOR BRAND WALL CN L4 = FLOOD LIGHT f-21 OUTSIDE CORNER STRIPS 1 T3 I ALUMINUM TRELLIS 2' * 8" WALL FASCiA SYSTEM LEJ RONDEC R0100TSDA BY SCHLUTER SYSTEMS ~ pIPE BOLLARD - EXISTING - PAINTED YELLOW ~ STUCCO U COLOR. OTISCAPE 0 ALUMINUM: HEIGHT.1OMy COLORÂ· DARK ANTHRACITE Sl- r/PE (COLOR-SEE COLOR LEGEND) 02 to COMIERCIALSUPPORTOSCHLUTER.COM. (800) 267-0817 [;j'| NEW EXTERIOR WINDOW ASSEMeLY - TEMPERED CLASS 2-z m (RMIC) COIN COUECTOR Sl = PAINTED COLOR BASE BUILDING Ld -SEE ASSEMBLY NOTES Rei inâ€¢ed fr t â€¢in,1,11:,nce S2 = PAINTED COLOR DRIVE-THRU SURROOUND _ ~ 1.ZLI UNIT #~WPT DT2000 STD &-1 HOLLOW METAL DOOR - PAINT TO MATCH [2~ METAL LETTERING - BY OTHERS (COLOR: I Coluridi, C ,/e C â€¢in.ul"/, 1.11 LLI COLOR of SURROUNDING VATERIAL LJ SILVER) CALL 1-888-743-7435 TO ORDER 53 = PAINTED COLOR BRANO WALL g |~| DRIVE-THRU WINDOW 0, READY ACCESS 600 SERIES, 36 SERVICE liLLIK' 1.1,| r~. 1,610*| ~illil I /7 ROOF LADDER (Ex,5TING): PAINT TO 7 TILE * Il '-0,Il f. eirn,1-ed .'ll./.i./.â€¢hol T DOWNSPOUT - PAINT TO MATCH E-1 METAL FASCIA - COLOR TO MATCH CORRUGATED ~ MATCH ADJACENT SURROUNDING FACADE Ll~ EUROWEST E-WOOD COLLECTION LJ HEIGHT WITH TRANSOM - MANUAL OPEN: ELECTRONIC RELEASE ~ - co.le...'IP- ' 'il./lill.e.**t... 2 28% 5 LZ.1 METAL PANEL COLOR. R9 BLACK SIZE 6Â»*36Â» 1/4 RUNNING BOND = .....~..... 1 -TYPE WATERPROOFING SETTING MATERIAL AND GROUT BY VAPE ... . pe.mil for ir ippio,~1(.Â£ ,!y violdli~, 0~ ~m 005-0173 00.0 E-3 ROOF DRAiN LEADER 0,â€¢~s#.,u-H.. Ily Nh ~EL.~ EXPANSION JOINT, SEE DETAL 1 = PRE- FAB ANCHOR -TITE FASCIA U PaNT TO MATCH SURROUNDING MATERIAL LR = .['.-/4 imp.k,kn RO GROUT COLOR ULTRA COLOR PLUS - 47 CHARCOAL L SUDE DIRECTION RL = RIGHT TO LEFT 2 = PRE-FAB CUSTOM ARCADE FASCIA GROUT WIDTH 1/8" TO 3/16 LEFT TO RIGHT : A2.0 Nl McDONALD'S SIGNAGE BY OTHERS - CONTACT: JAN DETER. (714) 937-7500 [38 GUARD RAIL -SEE SITE PLAN r-1 MOVEMENT JOINT - DLEX 8w8100GS 1131 Gil Rir,.11 ler 09 27 311 8 U FOR EXACT LOCAION AND LENGTH LE-1 8Â¥ SCHLUTER SYSTEMS LEI UNDER SEPARATE PERMIT COLOR BLACK . ELEVATIONS AECOM PROJECT No 60531369 18 NOI19:83930 31Â¥0 AJ@ EL/66~'' :3110 ..8 ID >Â¢lid ..3 ]AÂ¥ NOSdrIOHIDIG I. ,Â£10-900 Sll)KEOD OMO,ONÂ¥1 - D 1N]MON31'IV It/Z,/60 0 wooÂ·d-loosin AAMM//,duu .'04+ID 'ou Ouo uo asneJ &;Ua noop ~3[1J~UO~ al4' SS 3aOCV 31 IS 1099 Â£8~~L6 xei 0 9 Â£88 Â£16 e ; .0,~' Pof S.le@Ul wili gdoid #0 5/1,/1/5 LOZ 01!ns 'Jeans P 018 99Z 0 1 Il.s pul 012;'fly %6' 5 1 ~NOI)3V .7::s j Jpl:Wp 05all LK/,29 80Ihl31X3 ASS! 31/ 9 NOI1dO -SNOI1VA313 /-V-V-'V-V'-V'-VÂ·'-V-V--V-V-V'-V-'V--v--1/-7F1,<-7Arlr-v-V--1Clry--V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-V-Â«1 El 1 E 1 2 / T ae~}No ~ E~fl IEI |UF||LE||Sk|TL| IMFI r INSTALL METAL FLASHNG AT < 4-4- T T TILE FINISH WALL Alt\ROOF METAL TRIM / FLASHING SHINGLE INTERSECIUIT 2**E#jEÂ«*i#Â«LiffILLILL 1 < T/BRAND WALL BETWEEN PARAPET AND I I / (COLOR TO MATCH) Â£ -,71UEE-73-7--r Â¥a r 1 1 SHINGLED ROOF - ~ FACADE ~ SIGN ELEMENT ~ S.F. ~ T/PARAPET<BLOCKING ~ ELEV +116'-4" 9 MIDONALD'S "M" ARCH LOGO 67*64 1- I FRONT ~ | (3'-6"H X 4'-0-W~ 14 AAgEâ‚¬ 411 N El E ll I Lhj--12=/MIFI\MIl 2-13 ~421211-lue)33 El -.L4.L ~r=rfrif7~mrml:=Fn~mTTT19rnmf771mmiTTmm:Fl:~ F-' IN 8 1 85' "'4- 1 1' H 846.29 2**thu TOTAL: 47 8EYOND \ 8/STAN~ING SEAM -MIDONAEOSMARCHLOGE----~ MrkAL ROOF ~h 1 NS:J[*22 ~121tl-1-112-3)14 4993*ay=- Ltâ‚¬LOud "77-9 ELEV+9-6 TOTAU 14 TOTAL: 14 cf79...29 8 1-ORNETHRUPiE-1-#)?tfttt/?Jtf----LOGE14 SIDE 4--1--~ 002&.0.Rg E E r..4 I r-1--1----1----1 4 (93 ~ < T/SLAB -Lugpo,92*29%3GL#0099QWMQÂ£,Q,L)994~243099 L___-_773=21_____1_1 ts.M 2 Ell A 1321 I EX /2 ST | 7 1 REAR ELEVAT ON *___12- A2.1 1/4" = 1'-0 URL & Ul~@z . 7 El El El i BEYOND ~ INI t IEI lEi ISI 1 El 15.1 =71 \ fi// 1-3-1 2 T /BRAND WALL A E ~ METAL TRIM / FLASHING BETWEEN PARAPET AND SHINGLED ROOF- 4 2 Fg 2Â»717Â¥9.86 ~ fYU G < T/PARAPET BLOCKING 9/ ELEV. + 17'-g" PARAPET BLOCKING 3 7 ELEV. + 16'-4" ~ 2 2 c S El 1 0 jil BEYOND . I .5 V 71:%62 8/STANDING SEAM . 4-'E.s. METAL ROOF 3 J NUL,0 ELEV. + 9'-6 E 21Â§1.2 m 35'-laoÂ¥. 177' - EQ EQ BEYOND C :dic.1 M f Wl O ingu 0 :14 Â«EE 080fu LjÂ» , L J L -0 k-33 <93*34;4 <47 6 243 ~dittELI?27 ' 1 3~IR <ftlk) - <43 L 1 (fi? 0 0 g 5:52 0 r--1 Â»J rhT/SLAB <39 0(21 47 49(2113<ki? a.~ c*244 03(:2~ O% -jolt OC:*, CÂ®*10%2tjtâ‚¬3013 4j9OAN OC:32) C)(:Z*Dc:~RjqAo RF#oker,ATWQL c*D OCÂ» Cht:~ r/SLAB h s 2 :0 9.1 ELEV. + O'-O 846 3"50,1, ST STU ST STU No IhTÂ·U ST a EX ST Ex 51 N2 EX EX /2 /2 51 EX 40*-0- CENTERONE TO CENTERLINE OF OPERABLE SASHES & Z. 371 DRIVE-THRU ELEVATION ~ 421174-2-1--0 KEY NOTES: COLOR LEGEND (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O ) ~ METAL ROOF SHINGLE SYSTEM r71 EXISTING STOREFRONT AND GLAZENC TO g-1 EXTERFOR INSULATION FINISH SYSTEM (ElfS) CRAFTSMAN BRAND WALLS IRON MOUNTAIN BM# 2134-30 ~-21~ FACE 8 R]CK Ll_.1 uGHT FIXTURE - SEE ELECTRICAL Â·S ~ ALUMINUM TRELDS SYSTEM |..~j 'OUTSULATION PLUS UD' IY DRMT OR EQUAL BASE BUILDING FAIRVIEW TAUPE BM HC-85 U CONFIRM COLOR WITH MCDONALD'S PROJECT L REMAIN xx FINISH: HYDROPHOPE TEXTURE SANDPEBBLE DRIVE THRU SURROUND IRON MOUNTAIN BM 2134-30 Ex- IED .X- IXEE MANAGER . u - COLOR SCHEME EX = EXISTING TO REMAIN XX LI = UP ANO DOWN SCONCE A * APPLY SPANDREL FILI AT THE EXISTING (1 = ClrISCAPE ~ (ONLY USED 9'-0" MIN AeOVE GRADE) MATCH = MATCH EXISTING BRICK ~ l2 = DOWN ONLY SCONCE ~ NICHIHA FIBER CEMENT PANEL GLAZING - BY SMARTFILMS- OR (2 - WHITE L COLOR STATOTONE *H PERFORMANCE COLORANT LI - RECESSED DOWN FIXTURE APPROVED EQUAL FILM FINISH TO BE , i CHARCIAL MATCH TO BENJAMIN MOORE OR EQUAL NX-TYPE: = GOLD E L,92 SELECTED SY ACM 1 El = FAIRVIEW TAUPE E-85 BY BENJAMIN MOORE NQLE BRAND WALL = SILVER MOUNTAIN 2134-30 BY BENJAMIN MOORE - SHADED REGIONS DENOTE LOCATIONS WHERE NEW STUCCO 1 = ILLUMINATION SERIES, PAINTED IRON (2 - WHITE 2 = VINTAGE WOOD SERIES. COLOR: CEDAR LE] SPANOREL GLAZING TO REMAIN ~ ALUMINUM TREWS TIEICK ISTEM E-1 ALUMINUM CANOPY FASCIA SYSTEM | IS TO BE APPLIED DUE TO THE REMOVAL OF OLD OBJECTS COLORÂ· WHITE ~ ACCENT LIGHTING - SEE ELECTRICAL xx - COLOR: CE IX-LED LIGHT. 1.11 PAINT FINISH Cl = CIrISCAPE | ON THE EXISTING BUILDING'S FACADE COORDINATE WITH C E STO~ C2 = WHITE LI__1 ExTERIOR WALL ASSEMBLY TYPES ON SHEET A3.0 E-1 COMPOSITE DECKINC PRIVACY SCREEN I = NOT USED .1-TYPE (COLOR-SEE COLOR LEGEND) I = CHARCOAL |2.J PAINTED TO MATCH BUILDING U * DOWN ONLY FIXTURE Pl = PINTED COLOR EASE 8UILDING Ex = EXISTING TO REMAIN C4 = GOLD Oke L3 = INTEGRAL CANOPY FIXTURE M . PA}NTED COLOR BRAND WAI (NI X El OUTSIDE CORNER STRIPS ll = FLOOD LIGHT Gll IUM]NUM TRELUS h 8" WALL FASCIA SYSTEM l.j [8] RONDEC R01 OOTSDA BY SCHLUTER SYSTEMS ~ PIPE BOLLARD - EXISTING - PAINTED YELLOW 2% srucco U COLOR: CITYSCAPE [1 ALUMINUM. HEIGHT.1Ohly COLOR OARK ANTHRACIE Sl-TYPE (COLOR-SEE COLOR LEGEND) QI O COMMERCIALSUPPORTOSCHLUTER COM. (800) 267-081 7 2 - n (RMHC) COIN COLLECTOR Sl = PAINTED COLOR BASE BUILDING 171 NEW EXTERiOR WINDOW ASSEMBLY - TEMPERED GLASS Reticwed f.,1 C i,inplial, c S2 = PAINTED COLOR DRIVE-THRU SURROOUND L:LI -SEE ASSEMBLY NOTES |7| HOLLOW METAL DOOR - PAINT TO MATCH L~| SILVER) CALL 1 -888-743-7435 TO ORDER 53 = PAINTED COLOR BRAND WALL 71 METAL LETTERING - BY OTHERS (COLOR: Â® UNIT ,â€žPT Di200 STO ~ n~â‚¬~ ~1-T-Lk~ D E -*. ' 0,1,Â· {,inâ€¢ulline. 1.1.' ELI COOR OF SURROUNDING MATER,AL VA ill -lu#1|~ ~~/CL~~Rll~,~U~ F-1 DRIVE-neu W,!DOW er READY ACCESS 600 SERIES. 36 SERVICE iode.fi,}r E.râ€žI)~11 1 .4-,IL~ n,e~,-- WATERPROOFING SETTiNG /ATERIAL ANO GROUT: er MAPEI I.11'/ lilli#.f .: I.Ii,â€¢1 In 005-0173 000 /1 ROOF IDC)ER (EXISING): PAINT TO [Zil HEIGHT W+TH TRANSOM - MANUAL OPEN, ELECTRONIC RELEASE GC-1 riiÂ£ ~ mNSPouT - PAJNT TO MATCH E-1 METAL FASCIA - COLOR TO MATCH CORRUGATED ~ MATCH A~JACENT SURROUNDÂ¢NG FACADE U EUROWEST E-WOOD COLLECTION 2 28% dll METAL PANEL COLOR RI BICK SIZE 6"X36 1/4 RUNhoNG 80NO XX ti.Lâ‚¬l~:liqi â€¢k<,meT'* 46,11 ni~ 1~ eK~,1,â„¢dhi i. 1 -TYPE: Â£1 ROOF DRAIN LEADER LE EXPANSION JOINT. SEE DETAIL 1 = PRE-FAI ANCHOR-ITE FASCIA U PNNT TO MATCH SURROUNDINC MATERIAL LR = LEFT TO RIGHT *k~U*"*Iâ„¢'heâ€ž. A2.1 GROUT COLOR ULTRA COLOR PLUS - 47 CHARCOAL L SLIDE [)+RECTION RL = RIGHT TO LEFT I./1,/1......W., iÂ¥,4,. â€¢Ii., 2 = PRE-FAW CUSTOM ARCADE FASCIA GROUT WIDTH. 1/8" TO 3/16 r-1 IcDONALD'S SIGNAGE BY OTHERS - CONTACT: JAN DETER, (714) 937-7500 fal GUARD RAK -SEE SITE PiAN ri~ ~OVEVENT JOINT - DILEx BWBIOOGS 81 (,il R.MNml||Cr 419 27 2(I!, L_J FOR EXACT LOCATION AND LENGTH ~ BY SCHLUTER SYSTEMS LLI UNDER SEPARATE PERMIT COLOR BLACK ELEVATIONS AECOM PROJECT No 60531369 Ae NOILdINDS 30 31Â¥0 Ala 60 3140 ..9 ID '.Ild S31S 3 3AV NOS.d,041 9,8 10' U ID-%00 SlN3r,~OD 0801(]Nll - 0 INJINON]lÂ¥ 9,/LI/60 0 wooÂ·djoosinÂ·Nvwâ€¢// duL 'rz'r tou s, 10/0/d jaw'OUO U~ @Sn J JO; /09,112 '7'WYO /1 SS 3'00V 31,6 1 3115 008Â¥ 02%6 1098 â‚¬88 â‚¬~~ xe~1~01098 Â£89 d; 122 07&, 6%764 uoqeiodioo Â£ E sl~ smuueld - SJ@au! Loz el. S '100~~P ul[>21 MOOJV B Z 'u 11 0'ops .4.1 :.wi in : 7 51 0]n 5 M Â£ NOI180 -SNOI1Â¥A]13 O U 1 3 J A . .0,03 EL:'Enas ZI~L Z/Li' m P. J /8 03/31.I NOildIBIJ g . 19 PROVIDE SLEEVES ON ALL FASTENERS - NEW DRAINAGE TRACK OF TRELLIS AND/OR CANOPY NEW EXTERIOR WINDOW ASSEMBLY EXTERIOR WALL ASSEMBLY 1 / I NEW CONDNUOUS FLASHING CONNECTIONS TO PROVIDE CONSISTENT 1 TO EXTEND 2" ABOVE AND UNIFORM ATTACHMENT THROUGH (STOREFRONT & ENTRANCE SYSTEM ) FROM EXTERIOR TO INTERIOR BOTTOM EDGE OF EIFS AND BUÂ¢LDING EXTERIOR WALL FINISH r PRE-FAB CUSTOM ARCADE FASCIA 1A STUCCO/ METAL TERMINATE WITH DRIP EDGE WITH 24 GA PRE-FINISHED COVER 1. CLEAR ANODIZED ALUMINUM FRAME. THERMALLY BELOW TRELUS BLOCKING | TRELLIS INSTALL PER BY METAL-ERA BROKEN WITH HEAD RECEIVER CHANNEL. 1 3-PART EXTERIOR STUCCO SYSTEM OVER EXPANDED SEE ELEVATIONS FOR COLOR OF ALL ~MANUFACTURER SHOP DRAWINGS CALL 1-800-558-2162 TO ORDER METAL LATH MECHANICALLY FASTENED OVER NEW TRELLIS TIE-BACK CANOPY FASCIA, TRELLIS AND TIE-BACK (SEE ELEVATIONS FOR COLOR). OVER 2 1" INSULATED GLAZING - SET EXT ELEVATIONS FOR PERMEABLE MEMBRANE OVER EXTERIOR GRADE COMPONENTS TPO ROOF MEMBRANE LAP Tpo LOCATION Of SAFETY GLASS. PLYWOOD. PROVIDE FOUNDATION WEEP SCREED AT 1 FLOOD LIGHT -NON-CORROSIVE 3 PROVIDE FLASHING AT HEAD & SILL - CONTINUOUS BOTTOM OF THE WALL AND RELIEVING SCREEDS AT SEE ELECTRICAL PIPE SLEEVE SLOPE DOW BLOCKING OVER FASCIA. NEW TRELLIS SYSTEM - *.1.-I---#&, . SEALANT ALL CORNERS INSTALL PER LOCAL CODES AND L SEE EXTERIOR ASSEMBLY / - NEOPRENE ~ ti O .1 5 1/2- CORIAN SILL AT INTERIOR 2 PERMEABLE BUILDING WRAP OVER 1 /2" EXTER,OR Z 4. PROVIDE METAL CAP O ExTER+OR BRICK SILL MANUFACTURERS SPECIFICATIONS 2" 6 NOTES ON 7/AJ.0 1 4' L/'2 3 WASHERS _ ./ BOTH SIDES j 1 j v,r 11-M GRADE PLYWOOD INSTALL PER LOCAL CODES AND o - 1 17 /2-4 \ MER'S SPEC'S. a 1 0 1 0,4 L LED FIXTURE - SEE ~ I pA~-72 NEW ALUMINUM CANOPY TRA A IS & CANOPY INFORMATION SHOWN IN CONSTRUCTION 3 6" 18 GAUGE METAL STUD FRAMING 0 16" 0 C MAX ~ FASCIA W/ INTEGRATED LED i j Â·11 4 V \ DOCUMENTS IS FOR DESIGN INTENT ONLY. APPROVFD AT FINISH CEILING LEVEL). ~ ELECTRICAL. (WITH CONTINUOUS DRAFTSTOP/ FIRESTOP BLOCKING M *.C: FIXTURE - SEE EXTER'OR MANUFACTURFRS SHALL PROVIDE A COUPI FTF AND Conf . ASSEMBLY NOTES ON 7/AJ 0 ~'~~~ 1 WOOD BLOCKING COMPLIANT FINAL DESIGN. k ,l/ty L 4. UNFACED BAN INSULATION (R VALUE = 19) ___23=Â»~ NEW TRELLIS CONNECTION TO EXISTING 9 l' 5 'CERTAINTEED MEMBRAIN" SMART VAPOR RETARDER STRUCTURE TO BE DESIGNED AS REQUIF ED - 1 1. FASCIA (TRELDS): CONT. 2"x8" ANODIZED ALUM. TUBE. (SEMI-VAPOR PERMEABLE) BY CERTAINTEED OR EQUAL INFILL PANEL O 1 /4-/FT - P(31 BY MANUFACTURER AND/OR EOR , SLOPE W/ LED DOWN-LIGHT FIXTURE OVER 2"XS" PAINTED LOCATIONS (TYP ) NON TILE LOCATIONS: 1/2" GYPSUM 1 Â«: 99-- 1-1-3 FASCIA (CANOPY)Â· CONT. 16"H WHETE PAINTED ALUM 6. 1/2" CEMENT 8OARD SUBSTRATE FOR ALL TILE /1 1 At -COMPATIBLE ALUM TUBE BOARD TO EXTEND TO DECK ABOVE. UNLESS NOTED 6 93' Y ' OTHERWISE. 3'-" . 2. OUTRIGGERS (TRELLIS) ANODIZED 2")(8" ALUMINUM All GYP. BOARD MUST SCORE 10 PER ASTM 03273. SEALANT AND BOND / VARIES @ SIMILAR 1 BREAKER TAPE RFFFRENCF CURRENT PRO.jECT MANt}Al. TUBE OUTRIGGERS (CANOPY): PAINTED 2-XB" ALUMINUM 7 SEE Al.0 & ROOM FINISH SCHEDULE FOR ADDITIONAL rih TIEBACK DETAIL 5 LED FIXTURE DETAIL TUBE TIEBACKS (TRELLIS). ANODIZED ALUM THREADED SUBSTRATE INFORMATION. RODS BY IvIFR 3 DETAIL - TRELLIS SYSTEM w/ CANOPY FASCIA ~. 3 = 1-0,1 ~. 1 1/2" = 1'-0 18EUJ) ~419/ 1 1/z' = E-0" 3. TIEBACKS (CANOPY): PAINTED ALUM. THREADED RODS ~ 1. DRAINAGE E.I.F.S. SYSTEM (NOT BARRIER) CONSISTING w BY MER. LOCATIONS AS INDICATED ON ROOF PLAN. 5 0 ----- FINAL LOCATIONS AND QUALIâ„¢ SHALL BE AS INDICATEr> OF FINISH AND BASE COAT IMBEDDED WITH OPEN WEAVE HIGH IMPACT FIBER REINFORCING MESH OVER < TOP OF PARAPET ON TRELUS INSTALLATION DRAWINGS J STANDARD MESH AND CORNER MESH REINFORCING ':1 OVER 1 " INSULATION, MECHANICAL FASTENED OVER < $ 16 X 16" X 4" ROOF VENT AT - ELEV. 18'-4" 4 WHERE INDICATED ON ROOF PLAN, PROVIDE ANODIZED ~ 16 X 16" X 4" ROOF VENT AT - DRAINAGE MAT AND IMPERMABLE VAPOR BARRIER 20'-0" O.C MIN FLASH AND SEAL \ PROVIDE CORRUGATED PLASTIC DRAINAGE STRIP AT ALUM PANEL INFILL (TRELLIS) WHITE PAINTED ALUM 20'-0" O.C. MIN. FLASH AND SEAL FOR DRAINAGE. WEEP HOLES PER LOCAL CODES AND MANUFACTURERS PANEL INFILL (CANOPY) TO PROVIDE POSITIVE SLOPE BOTTOM OF THE PANEL WITH PVC J CHANNELS AND C-%43) NEW ROOFING ASSEMBLY -1 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION SPECIFICATIONS NEW ROOFING ASSEMBLY (SEE -1 JOINTS AND FOR MOVEMENT OF EXTERIOR WALL 2. ANCHORED TO WALL SIMILAR TO EXTERIOR WALL ASSEMBLY 1 SHEET Al,3) 1-, C--'.1 TOP OF PARAPET (SEE SHEET Al.3) ~ SYSTEM ON WHICH THE TRELLIS OR CANOPY IS Mc DONALD'S SIGNAGE BY MOUNTED ANCHORAGE DETAILS (NOTES #2 THRU 7)- SEE STRUCTURAL DRAWINGS FOR OTHERS & UNDER SEPARATE PERMIT (COORDINATE 6 STRUCTURAL ATTACHMENTS & LOAD CALCULATIONS 1/Ell j ITON+Arl- SHALL BE FURNISHED BY TRELUS OR CANOPY SYSTEM 1C AE c -NEW EXTERIOR WALL DESIGNER OF RECORD. SUPPLIER'S DESIGNER OF FROM EXTERIOR TO INTERIOR STRUCTURAL AND ELECTRICAL CUT NEW 6"*9" VENT HOLES IN --n-~~ ! j 114 - f /Â¥ - ASSEMBLY l E SEE , _Uer -44 REQUIREMENTS) RECORD SHALL DESIGN PER PREVAILING CODES. REFERENCE 2011 TCNA HANDBOOK - EXTERIOR WALLS W244E- 11 4 ASSEMBLY NOTES ON C CUT NEW 6"x9" VENT HOLES IN- 1. '. 6/A3-0 SHEATHING BETWEEN TRUSSES 7. TRELUS SYSTEM MAY BE SELECTED FROM ONE OF THE 6" x 36" x 33/8" E-WOOD TILE, SET INA THINSET UORTAR SHEATHING BETWEEN TRUSSES 744 / SUPPLIERS LISTED BELOW EQUIVALENT SYSTEIAS FROW WORTAR T&8 @ 48" 0-C- T&8 @ 48" O.C. 20'-O" MAX. (TYP.) (WAPEI GRANI/RAPID SYSTEM CONSISTING oF GRANI / RAPID POWDER NON -APPROVED SUPPLIERS SHALL BE SUBMITTED TO WATERPROOFING MEMBRANE FLEXIBLE, CEMENT-EASED NEW DRAFT STOPPING AS WATERPROOFING MEMBRANE- REQUIRED: 5/8- TYPE "X" GYP. MIDONALD'S US RESTAURANT DESIGN FOR REVIEW AND MAPEI. MAPELASTIC AQUA DEFENSE BD. OVER WOOD STUDS EVERY REQUIRED: 5/8" TYPE "X" GYP. APPROVAL OF DESIGN INTENT ALL NON-APPROVED MAPEI, MAPELASTIC FIBERCLASS MESH BD. OVER WOOD STUDS EVERY SUPPLIERS SHALL MEET ALL OF THE REQUIREMENTS 20'-0" MAX. (TYP.) EXISTING ROOF - 8. MANUFACTURER SHALL PROVIDE INSTALLER WITH AND LATEZ ADDITIVE - FOR FREEZE THAW CLIMATE) FAST SETTING, POLY/ER-MODIFIED GROUT OF THIS SECTÂ¢ON, QUICK-SETTING THIN-SET MORTAR: EXISTING ROOF ASSEMBLY TO REMAIN INSTALLATION INSTRUCTIONS MANUFACTURER SHALL (MAPEI ULTRA FLEX 3- fOR MODERATE CLIMATE) ASSEMBLY TO REM EXISTING MANSARD ROOF DESIGN TRELUS IN ACCORDANCE WITH THE WALL 1 - 0i TRUSSES SYSTEM AND BLOCKING AS INDICTED IN THE MAPEI, ULTRACOLOR PLUS FA. FAST-SETTING. POLYMER-MODIFIEO, I /7 0-119 NQI-El CONSTRUCTION DOCUMENTS. COLOR-CONSISTENT, NONSHRINKING, EFFLORESCENCE-FREE GROUT u - REMOVE EXISTING METAL COPING GROUT: MAPEI ULTRA COLOR (SEE ELEVATIONS FOR CROUT COLOR) 9 INSTALLER SHALL NOTIFY TRELUS & CANOPY DESIGNER (SEE ELEVATIONS FOR ADDITIONAL INFORMATION RELATED TO TILE AT UPPER PORTION OF MANSARD -TRELLIS SYSTEM (SEE . OF RECORD. McDONALD'S ACM, G C AND ARCHITECT PATTERN, COLOR. GROUT, CORNERS, AND MOVEMENT JOINT A ASSEMBLY NOTES) 1 ,~ - ROOF AS REQUIRED TO INSTALL OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR LOCATIONS) 1-- 4.J // NEW FASCIA SYSTEM THE PROPER INSTALLATION oF THE TRELUS TRELLIS OVER MAPE, MAPELASTIC AQUA DEFENSE WATERPROOFING SHALL NOT BE Â¢NSTALLED UNTIL DEFICIENCIES HAVE OVER 1 /2- THICK. 3' WIDE. EXTERIOR CEMENTITIOUS eACKER UNIT /71 1 - BEEN CORRECTED IN ACCORDANCE WITH THE TAPE & FASTENER TYPE AND SPACING PER MANUFACTURER'S I- - . &Â»9 --- f/-3237 -> CONSTRUCTION DOCUMENTS AND THE TRELLIS INSTRUCTIONS J ~, Â· ~- 1 BASIS OF DESIGN MANUFACTURER'S INSTALLATION INSTRUCTIONS i LE 1 11 c. CUSTOM BUILDING PRODUCTS, WONDERBOARD i i b. F ..... 1//0 UTL-A-CRETE CONCRETE BACKER BOARD 3 q C kig~ 3, 1 OVER PERMABLE BUILDING WRAP. TAPE & FASTNER â„¢PE AND c USG CORPORATION. DUROCK CEMENT 80ARD &832-3 FOUNDATION AND PERIMETER ISULATION d NATIONAL CYPSUM: PERMABASE 1 1-443; ~ - 1 SEE STRUCTURAL DRAWINGS FOR FOUNDATION SPACING 3 1- fftifffi 9, 1 -19 -1 AND SLAB DETAILS PER MANU/ACTURER S INSTRUCTIONS 8/CANOPY * c DuPont 'TYVEK COMMERCIAL WRAP 0 -I BASIS OF DESIGN: ~ wh,, ELEV. 9'-0" ~ 8/CANOPY * t.r-nÂ·- f Â· OVER 1/2 EXTERIOR GRADE PLYWOOD SHEATHING - 6 METAL STUD FRAMING O 16" O.C (FRONT ARCADE) ANCHORED 3- 3/2/5 1 /*0=.5â€¢2 â‚¬2 TO EXTERIOR WALL ASSEMBLY 1 - SEE STRUCTURAL DRAWINGS FOR M 424;4Â° ANCHORAGE DETAILS I /.0/ GE NEW CEILING SEE INTERIOR 1 -13 1 D BRICK VFNFFR Q NEW CEILING SEE < DECOR DRAWINGS LIGHT FIXTURE MOUNTED ON INTERIOR DECOR -4-- 1. 9' 4" BRICK VENEER W/NON-CORROSIVE METAL TIES TRELLIS FRAMING DRAWINGS --1.J 10" HIGH MESH DOVETAIL CAVITY DRAINAGE SYSTEM VERTICALLY & HORIZONTALLY PER STRUCTURAL. PROVIDE .. (SEE ELECTRICAL DRAWINGS) PROVIDE MESH WEEP VENTS 24" 0 C. AT ALL FLASHING LOCATIONS MORTAR COLOR TO BE STANDARD GRAY < 2 ANCHORED TO WALL SIMILAR TO EXTERIOR WALL ASSEMBLY 1 : 1 2?D@ (NOTES #2 THRU 7)- SEE STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS 1 NEW EXTERIOR WALL ASSEMBLY le SEE IE NICHIHA PANELS ASSEMBLY NOTES ON .L-0 FROM EXTERIOR TO INTERIOR 6/A3.0 1 18" x6'x NICHIHA PANELS m *E FOLLOW ALL APPLICABLE MANUFACTURER INSTALLATION r.9 W 0 NEW DRAFT ST PP G AS T - 0 11 PANELS WILL BE INSTALLED IN A STAGGER PATTERN. E. INSTRUCTIONS. . 9 2- NEW EXTERIOR WALL ASSEMBLY l A INSTALL PANELS AT LEAST 3/8" OFF OF SUBSTRATE. -0 28 E-SEE ASSEMBLY NOTES ON 6/A3.0 4 2. 'w 2. PERMEABLE BUILDING WRAP OVER 1/2" EXTERIOR . 4 EXTEND NEW MEMBRANE GRADE PLYWOOD INSTALL PER LOCAL CODES AND MFR'S SPEC'S. EXTEND NEW MEMBRANE ~-FLASHING UP SHEATHING MIN N 3, 2x6 WOOD STUD FRAMING 0 16" O.C. (WITH ~ FLASHING UP SHEATHING MIN A 8", SECURED TO SHEATHING 8". SECURED TO SHEATHING < AND EXTEND OVER TO CONTINUOUS DRAFTSTOP/FIRESTOP BLOCKING AT FINISH AND EXTEND OVER TO STAINLESS DRIP EDGE = 3- STAINLESS DRIP EDGE <3 4 UNFACED BATT INSULATION (R VALUE = 19) 5 "CERTAINTEED MEMBRAIN" SMART VAPOR RETARDER / NEW STAINLESS STEEL DRIP NEW STAINLESS STEEL ORIP - 6 1/2" CEMENT BOARD SUBSTRATE FOR Al L TILE (SEMI-VAPOR PERMEABLE) BY CERTAINTEED OR EQUAL / EXISTING EXTERIOR LOCATIONS. (TYP.) NON TILE LOCATIONSÂ· 1/2- GYPSUM EXISTING EXTERIOR ~ ~SIDEWALK SEE CIVIL BOARD TO EXTEND TO DECK ABOVE. UNLESS NOTED DRAWINGS FOR DETAILS DRAWINGS FOR DETAILS ,\ All GYP, BOARD MUST SCORF 10 PFR ASTM D3273, , â‚¬ REFERENCE CURRENT PROJECT MANUALâ€ž, 1 1 ' TOP OF SLAB 0~ 7. SEE Al O & ROOM FINISH SCHEDULE FOR ADDITIONAL TOP OF SLAB 4 ' - - -- '- =- SUBSTRATE INFORMATION ELEV. O-0" M ELEV. O'-O" T 1 -""-r- 2 Cistzi *.11--1" "' i 74*63 c I E-- I ., C -- 23is C *215 14Â·,irned fur' 1-pli,in~e C â€žIi.r,di, C â€¢,de C â€¢â€¢11,/1/11/. 1.1.â‚¬ ff / ~--SIDEWALK SEE CIVIL OTHERwISE .Lil:EfiiBUâ‚¬â‚¬EE i 1-' ** Lkoolme,0. ~Il nof E n-110 I ....1 fr' .~,-1....,1......9 005-0173.00 0 ~*int**1[if 1. **M...i,hr, /3-1 SECTION - TRELLIS SYSTEM 071 SECTION - NON DRIVE-THRU BRAND WALL /21 WALL ASSEMBLY TYPES di-.te. Ir,1* r,â€¢.ihii- ; A3.0 ~. 3/4" = 1'-0 ~. 14% Gil RA,mille, 09 27 20111 0 SECTIONS AECOM PROJECT No 60531369 SINmhOO 08010]NÂ¥1 830 SV - 0 1N3,N0N3rIÂ¥ 8,/ZL/6 u.loo dioos.In Nuav/.duu Tz,rir 1 oaf. .41000 uo ~sna' ' 0, ~}u@wn,op /*K. aw' mOV .S Ol 31!S Ag Uu/ Elle 00 'Alid S 31S3 38 NOS/Mel 028 106 NO-gOO 0 Or N uoile,odioo MOI@31)(23 9 1 32500 Broad Street, Suite 201 0 tog@ =U~'~ aqI Sul .: :1' 10; 55ul t~lf'as@~,9 LL%[ZJZO d /8 NA'll/(1 31Â¥/ 3 ~, s ou 03/SSI 31,0 0'z dBA LLOZ s.leuueld - s,@eueue - s 09,1 *Jt>,a doid NOIidIMOS 30 Paonpo a ' p su '11 4,14,do.id 30 5"'Jas %%. I Imin /- CONTINUOUS 21 WOOD 8LOCKING '~ WIlll -EXTERIOR WALL ~ SLOPED BACK TOWARDS ROOF -~ ||~|U- ~' ASSEMBLY IC (SEE ASSEMBLY NOTES) , ~ r PRE-FAB ANCHOR-TETE FASCIA / WITH 24 GA PRE-FINISHED COVER 1~|~| ~-8" BARRIER MEMBRANE MODEL# AF-55 BY METAL-ERA, CALL 1-800-558-2162 TO ORDER (SEE ELEVATIONS FOR COLOR). OVER TPO ROOF MEMBRANE LAP /DR\p EDGE //--METAL WEEP SCREED TPO DOWN BLOCKING UNDER FASCIA 11 ]11111 I><r,=118 iÂ«UÂ«-'AN C 4 NOT USED al FASCIA DETAIL r-n TERMINATION DETAIL A3.1 ~. SCALE 3" = 1'-O ~27 1 -1/2.Â· = 1 '-0 ~ TOP OF PARAPET 404.4\ 16 X 16" X 4" ROOF VENT AT - 16 X 16" X 4" ROOF VENT AT - ELEV. 18'-4" 16 X 16" X 4' ROOF VENT AT - 20'-0" O.C MIN FLASH AND SEAL 20'--0" O.C. MIN. FLASH AND SEAL 20'-O- O.C. MIN FLASH AND SEAL ~ NEW ROOFING ASSEMBLY (SEE n < 419 *69 'ra NEW ROOFING ASSEMBLY (SEE -~ TOP OF PARAPET TOP OF PARAPET NEW ROOFING ASSEMBLY (SEE 3 /533 64.=21 22-- C SHEET Al .3) (04.61 1 ELEV 17'-0" 1 -9<h/ r~ 9 W I ELEV. 17'-0" SHEET Al.3) , . - x i. L. // SHEET Al 3) â€¢ McDONALD'S SIGNAGE BY alâ€ž.333 OTHERS &UNDER SEPARATE --NEW EXTERIOR WALL ASSEMBLY 18 ) STRUCTURAL AND ELECTRICAL SEE ASSEMBLY NOTES ON 6/A3.0 1 44 F ///i//1-T % -3 1 PERMIT (COORDINATE NEW EXTERIOR WALL ASSEMBLY 18 / 0 Â»<NL~/9 SEE ASSEMBLY NOTES ON 6/A3,0 REQUIREMENTS) 'NX. 94%4#*39 I CUT NEW 6"*9" VENT HOLES IN - i ~~Â»~4A~AM-AAA....~~ CUT NEW 6"*9" VENT HOLES IN - .59 CUT NEW 6"*9" VENT HOLES IN - t. :*r----UIRMU-Is= a SHEATHING BETWEEN TRUSSES 1- 91 1 T&B @ 48" O.C REQUIRED: 5/8" TYPE "x" GYP T&8 0 48" O.C r Ny T&8 @ 48" O.C REQUIRED: 5/8" TYPE 'X" GYP i Â»tfl Nt* ORA, 1 STOPPING AS til SHEATHING BETWEEN TRUSSES ~4- ' /5/ 30 SHEATHING BETWEEN TRUSSES &~ BD. OVER WOOD STUDS EVERY NEW DRAFT STOPPING AS .//. REQUIRED. 5/8" TYPE "X" GYP. \I / 5/512 11 20-0" MAX. (TYP ) BD. OVER WOOD STUDS EVERY 80. OVER WOOD STUDS EVERY -' *R -METAL FLASHING WITH DRIP 20'-0- MAX. (TYP.) ~- ~7~VÂ»EMETALFWSHPNGWITHORIP EXISTING ROOF - 11\ EXISTING ROOF Mt? f<ic. 1 EDGE TO EXTEND 6- MIN EXISTING ROOF - \- n- 2Â»1- L ASSEMBLY TO REMAIN . . l .'t UNDER EIFS AND 4" WIN OVER ASSEMBLY TO REA METAL SHINGLES oc .02 11 220.fit, to;. b d38 1 41 -cÂ»i ASSEMBLY TO REM 76 3 i .. UNDER EIFS AND 4" MIN OVER a a> e . ci 0 m -- - Z 1 0 33 METAL SHINGLES - -C NEW METAL SHINGLE SYSTEM . - 1 / NEW METAL SHINGLE SYSTEM . 0. (0 7 -2-1 11 r-EXTERIOR GRADE PLYWOOD < 3 gÂ£:92 1 Â· C j OVER 2*4 PURUNS "~Â£X F-- EXISTING MANSARD 4 * -- - ~~ 1 r-EXISTING IvIANSARD ... ~REMAIN -> ~ F.,â€¢,9~f'~h./ METAL FRAME TO J ----6 ' r-EXTERIOR GRADE PLYWOOD ... , - --- - AN j OVER 2X4 PURLINS f ./:SNO E T / 1 - 1 1Â«-I- M B . 2 . 'L 1 Â· Â· - e.><rÂ« METAL FRAME TO ,) q ' Â·~ - ..)*1 REMAIN b ' 1 3 i 2 - ffi-/ 7 , ./16'k) Â·- : - 39@L I /1 -0 ~ 8/ ~ANSARD * L.2=L *k T Â¢03Â» =e '1 I ~ NEW DRAFT STOPPING AS ELEV. 9'-6" ' ' 1 TrT.13 1 Â£ IL-NEW DRAFT STOPPING AS ELEV 9'-6" f =] DIr REQUIRED: 5/8" TYPE "X" GYP. REQUIRED: 5/83" TYPE "X" GYP. . 0 1 BD. OVER METAL FRAME EVERY , BD. OVER METAL FRAME EVERY U). NEW CEILING SEE INTERIOR 9 L2O'-O" MAX (TYP ) NEW CEILING SEE INTERIOR ~ 3 NEW CEILING ~ ~ ~20~_0" MAX. (TYP.) DECOR DRAWINGS 3" LINEAR VENT, TERMINATE DECOR DRAWINGS SEE INTERIOR DECOR 3" LINEAR VENT, TERMINATE DRAWINGS 6" AWAY FROM EACH SIDE OF FIRE BLOCKING 6" AWAY FROM EACH SIDE C28 OF FIRE BLOCKING O VINYL SOFFIT -VINYL SOFFIT -METAL FLASHING DRIP EDGE 2--METAL FLASHING DRIP EDGE O 143: c C ..0 0 0 421 REMOVED EXISTING STOREFRONT .:il TO SUIT NEW WORK REMOVED EXISTING STOREFRONT TO SUIT NEW WORK 5:Â¤8 NEW EXTERIOR WALL ASSEMBLY l A MEW EXTERIOR WALL ASSEMBLY le ~ - ~ NEW EXTERIOR WALL ASSEMBLY l A m 0 . w E EDGE TO EXTEND 6" MIN W . . ..0 Ila. IFic-'Â« 2.24'*FLA~~'ik'Meg .. 27// 2=- 1 1-7-4 5,54~57247 L -- ii-EF----'-----=9-2%ANSARD 4 2 011 SEE ASSEMBLY NOTES ON 6/A3.0 SEE ASSEMBLY NOTES ON 6/A3.0 SEE ASSEMBLY NOTES ON 6/A3.0 . .O 4\ i-* EXTEND NEW MEMBRANE ExTEND NEW MEMBRANE EXTEND NEW MEMBRANE FLASHING UP SHEATHING MIN ~FLASHING UP SHEATHING MIN ~FLASHING UP SHEATHING MIN f 1 8-. SECURED TO SHEATHING 8", SECURED TO SHEATHING 8", SECURED TO SHEATHING AND EXTEND OVER TO AND EXTEND OVER TO -0 4 / AND EXTEND OVER TO < 1 STAINLESS DRIP EDGE STAINLESS DRIP EDGE Â»1 1 ~ STAINLESS DRIP EDGE r) 4 / 1 NEW STAINLESS STEEL DRIP **5 2 NEW STAINLESS STEEL DRIP 4 1 /- NEW STAINLESS STEEL DRIP 6 >: - 1 1 EXISTING EXTERIOR 422/ \ / EXISTING EXTERIOR . n i / / -EXISTING EXTERIOR SIDEWALK SEE CIVIL ~- Ii-~~.- / /"SIDEWALK SEE CIVIL / / / SIDEWALK SEE CIVIL , DRAWINGS FOR DETAILS DRAWINGS FOR DETAILS >1 71/ / / DRAWINGS FOR DETAILS - TOP OF SLAB ~ TOP OF SLAB ~ : i.~m // TOP OF SLAB ,~ __ \ -I k H7 ELEV. O'-O" ' 0 ELEV. O'-O- 1. . 1 ELEV. O'-O - 9.-:4...-.-...El Skkabl Eurl&4 01 02 (D Rnity.ed fur C i.phome E I J j C /undâ€ž C ilde C Â¢inNulting, LLC 52= 411pll=n ~~* %V#*1~*11|Â£luÂ¥ Â·Â· . c,â€¢6â€¢ 6,rE.1- P,k. Cilklr; 11,2 ~.,un,~Â·,r % 00 m $ Chi L - .-....M'll~1SC~4/1....Ill.... ~_ m# on ikulnewi 411!1 nul ~ 1,11.i ~ - ' ~ permil fir. or 4]Prowl ....Ill- l.* 005-0173.00 0 SECTION - TRELLIS BAND ~33 SECTION - FRONT BRAND WALL /33 SECTION - WINDOW INFILL ixi~.M,~eg~.f,1,31'Uk,d,1.,len ; A3.1 *in.fr,~~,~ec-Ic,or~y~!~ 41.1/ 3/4" = 1'-0" ~. 3/ 4" = 1'-D" 9% Gll Rosimiller 09 27 21)18 0 SECTIONS AECOM PROJECT No 60531369 Aa N0Ildla 0S30 319(] A3@ 8 L/Zi/66- Â·3 , 1909 00 'whid S 31. 3/e, NOSdrIOH, 0,8 10)g I LO--900 SiN]MOO 0801(]NÂ¥-1 - 0 IN]10'ION]M QUI/60 0 paz,~041no ;00 5, Fld '04}oUD UO aS,h.J JO; Il,aWn->op pe.,WOJ .1 SS3MOOÂ¥ 31!S 0 31 IS va or l O 80lb!31X3 gauueld LOE allns 'Jaans P 038 pajodgid DJ~U01 R l 1098 Â£88 698 Â£89 EL6 @41 sannbu wakid Jew;ous w aidu,Dx@ 30 eou@Ja,DI .,0, stu,~Dip @5@qi L L p.->r,poid@' '0 /,doÂ·~ aq 10 11DMIS pwo :11 vs,r, splou NOI1 dIBOS 30 @S aUJI' Ja~ID ;D JO IIS 'U.J.;;Ip I /0 'SI JO; 10 /09/npo/da' 51"u,bua puD Sp@;14010 /SU@31 ,(i.edwd / saoi~,@5 s, s, Ii' uot'un/o. ui .is 04!00 j ..... .8 N.Â¥80 31. 3nSS, 0. .- NEW TYPICAL PARAPET ~e WALL ASSEMBLY PROVIDE SLEEVES ON ALL FASTENERS OF TRELLIS AND/OR CANOPY 1 11 1, AND UNIFORM ATTACHMENT THROUGH CONNECTIONS TO PROVIDE CONSISTENT D 1 1 1.1 BUILDING EXTERIOR WALL FINISH | - NEW CONTINUOUS FLASHING 1 * TERMINATE FOR / TO EXTEND 2 ABOVE BOTTOM f- DRAINAGE PER / EDGE OF EIFS AND MANUFACTURER / TERMINATE VATH DRIP EDGE BELOW TRELLIS 8LOCKING - LED LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS) OFf- 1 En . Irâ€¢' IT - -7- NEW CANOPY SYSTEM - 41 11 r[JI - ' SEE EXTERIOR ASSEMBLY NOTES ON 6/A,3 0 -1~"r~L--11 ........=7--+ L -NEW CANOPY CONNECTION TO EXISTING L 1-5 STRUCTURE TO BE DESIGNED AS REQUIRED 7 BY MANUFACTURER AND/OR EOR /C\/ (/3) NOT USED /73 CANOPY SYSTEM DETAIL ~. 1 1/2" = 1'-0" TOP OF PARAPET 16 X 16" X 4" ROOF VENT AT - 16 X 16" X 4" ROOF VENT AT - Â»Li /Th ELEV 18'-4" /4Â¤3%%, 2 20'-O- O.C. MIN. FLASH AND SEAL - 20'-0" O.C. MIN. FLASH AND SEAL . NEW ROOFING ASSEMBLY (SEE n TOP OF PARAPET NEW ROOFING ASSEMBLY (SEE n SHEET Al.3) SHEET Al.3) ELEV. 17'-0" Â«15 Mc DONALD'S SIGNAGE BY 13\ iTt- f ,Â·0 / ~- OTHERS dc UNDER SEPARATE NEW TYPICAL PARAPET WALL SYSTEM. PERMIT (COORDINATE ./-/0.4O~TR&I.j--4t r Â· j0522*5=27**:977 REFER TO STRUCTURAL DRAWINGS f- STRUCTURAL AND ELECTRICAL \'.-J.U.4,7/-1//PV' N = . ---- NEW EXTERIOR WALL ASSEMBLY 18 REQUIREMENTS) CUT NEW 6"*9" VENT HOLES IN-, '{ 1 ~Â· ~~~: - SEE ASSEMBLY NOTES ON 6/A3.0 CUT NEW 6"*9" VENT HOLES IN - SHEATHING BETWEEN TRUSSES I 1~Q ' â€¢ F w T&83 0 48" O.C : 1 T&BO 48" O.C. 1 ~0/ lit 5 SHEATHING eETWEEN TRUSSES 4% NEW DRAFT STOPPING AS aÂ® i / , /f t;-7.3* - REQUIRED: 5/8- TYPE "X" GYP, BD. OVER WOOD STUDS EVERY 2~3%2 L METAL FLASHING WITH DRIP 4/. 1 4 - r 1 1 . ift i 20'-0" MAX. Crm.) 52Â®A EXISTING ROOF - EDGE TO EXTEND 6" MIN EXISTING ROOF ASSEMGLY TO REMAIN -1 mt Â¢ . 1 I.-i . I 0 UNDER Elf-S ~NG'~RD ROOFING, ~ ASSEMBLY TO REMAIN 11\\ EXTERIOR GRADE PLYWOOD ,---NEW METAL SHINGLE SYSTEM ... : E i METAL SHINGLES j - OVER 2*6 METAL STUDS I . 0 OVERALL MANSARD SIZE AND CONFIGURATION TO MATCH =U 1. id 1 5 Tf 2 1 "' â€¢' c'* 1 4 117-*'H A JI~,C, ;, , ,<- ~~~ - _ _ _ - 0 : ~~ p ./.0 '17'>y,Pry.,prY> j. U j .2 ./7/4/.4/f/.f/ :402'j:,43.(flff~ B/MANSARD ~ ELEV. 9'-6" 4 Â° i U) 0 a f 111 T- -LI' B/CANOPY * 1 3 1- E. 4 4-NEW DRAFT STOPPING AS ELEV 9'-0" 0 g 1 1 REQUIRED: 5/8" TYPE "x" GYP b 1-E- BD. OVER METAL FRAME EVERY 20'-0" MAX. (TYP.) NEW CEILING SEE INTERIOR , 3" LINEAR VENT, TERMINATE NEW CEILING SEEC-1.IEE/ 9 401/GIC: DECOR DRAWINGS* DECOR DRAWINGS i, 2 \ ~ 6" AWAY FROM EACH SIDE . - U OF FIRE BLOCKING 0 "2 1% ~ L-VINYL- SOFFIT -METAL FLASHING DRIP EDGE 1 1 NO 0C / a U. ' C \\ C. k I - - 1 /2 c E 1 1 EXISTING STOREFRONT DRIVE-THRU WINDOW UNIT (SEE ~ ~ *TE &~ %2 GLAZING TO REMAIN. EXTERIOR ELEVATIONS) 1 1 15 12 i: 82 NEW EXTERIOR WALL ASSEMBLY 1C NEW EXTERIOR WALL ASSEMBLY JA | ~-SEE ASSEMBLY NOTES ON 6/A3.0 ESEE ASSEMBLY NOTES ON 6/A3.0 EXTEND NEW MEMBRANE EXTEND NEW MEMBRANE FLASHING 1 ~FLASHING UP SHEATHING MIN Eup SHEATHING MIN 8-, SECURED 8". SECURED TO SHEATHING TO SHEATHING AND EXTEND OVER AND EXTEND OVER TO TO STAINLESS DRIP EDGE STAINLESS DRIP EDGE NEW STAINLESS STEEL DRIP NEW STAINLESS STEEL DRIP / EXISTING EXTERIOR -42 / EXISTING EXTERIOR SIDEWALK SEE CIVIL / /-SIDEWALK SEE CIVIL DRAWINGS FOR DETAILS ~ / / DRAWjNGS FOR DETAILS TOP OF SLAB e~ , TOP OF SLAB ~ ELEV O'-O ELEV 00-0" L._ __ 421%.41 R. i* ed f'ir (,impilince < .1(ir/dil ' i,de { i.lultin' [.1/ n.2â€¢.|b hle [=U Ta [CWIL| 1,11 'Ll~k 9:11-t~Irt.,7/.4:1.. t d.or'pelÂ·rnlikesed.~1.reÂ¥,-44- E * i 1~curn~ii* 4.i! i.* be c.-,u.,1 I . 1 SECTION - ORDER WINDOW ~~ 3/4' = 1 -0' dke, ofi.#i'[T,in : 3.2 SECTION - SIDE BRAND WALL ./ Ilâ‚¬ln .he /0./ u,~r,1, i], ilf .... 'perilt.il LI'll/|â‚¬1[din:,0.:~0[Il 005-0173 00.0 ~ 3/4 = 1'-0 M Cill R,issiniller 09 27 20!8 0 SECTIONS AECOM PROJECT No 60531369 SIN]rl,(00 08010NVI - 0 1N]tll]01Â¥ al/ZI/60 0 utooÂ·dioosinÂ·,Avâ€¢VA# dlll.1 , /4,0/D /O @SI'J .01 swawn.op p.4/0. /4; ..00/ 31!S Il 31!S *8 NOilcila)530 31Â¥0 A38 MGOR 03 'MUNd S31S3 3AV NOS/r,IOHi OF ~09 ~ ft 10-900 SJ@U Uoll NOI@31)<3 91 23@03 1099â‚¬89 6 xei 0691?J:2426 @41 %2â‚¬fptro,d Jaw)'our pEOJE SSEL d Ja' sque'uniop ;004000 01 ~ li'ZIJOLI)" the confidential and proprielor' 4 4"dold 30 sa/,Iia' 463Â£6626536886/222 O'Z dMIN LLOZ NOI 1dIHO530 NEW EXTERIOR WALL NEW EXTER,OR WALL--A VERIFY DEPTH OF STEEL--n NEW EXTERIOR WALL-7 ASSEMBLY IC SEE ASSEMBLY 1C STUDS REQUIRED TO AUGN \ ASSEMBLY le ASSEMBLY NOTES ON 7/A3.0 SEE ASSEMBLY FACES Of INFILL PARTIT1ON ~ SEE ASSEMBLY NOTES ON 7/A3.0 NOTES ON 7/A3.0 VERIFY DEPTH OF STEEL STUDS REQUIRED TO ALIGN FACES OF - NEW STOREFRONT INFILL PARTITION EXISTING EXTERIOR - EXISTING EXTERIOR -r \ WALL ASSEMBLY TO 1 1 . lilli WALL ASSEMBLY TO REWAIN, FIELD VERIFY REMAIN. FIELD SYSTEM VERIFY DEPTH OF STEEL=-n VERIFY STUDS REQUIRED TO ALIGN \ EXISTING STOREFRONT [ik r--,-~ ~~ ~-Â·if ~ - -- -- -- Â· FACES OF INFILL PARTITION ~ SYSTEM TO REMAIN. 1 1 1 ' - - '. . 1 1 EXISTING STOREFRONT /~ ~. ~ .. -.~. SYSTEM TO REMAIN. NEW EXTERIOR WALL ASSEMBLY le SEE ASSEMBLY NOTES ON 7/A3.0 EXISTING EXTERIOR 0 WALL ASSEMBLY TO REMAIN. FIELD VERIFY /~ih WALL DETAIL /71 WALL DETAIL /31 WALL DETAIL ~. 1 -1/2" = 1-0" ~. 1-1/2" = 1'-0 423\ ~. 1-1/2" = 1'-0 #679- X 13' NEW STOREFRONT %3\ *T SYSTEM 8 e> \Cb\\\ / VERIFY DEPTH OF STEEL STUDS 11=/ REQUIRED TO AtIGN FACES OF INFILL PARTITION ~T~ NEW EXTERIOR WALL ~ %I ASSEMBLY K SEE ASSEMBLY NOTES ON 7/A3 0 C 02 ~ 91 0 â‚¬0 - EXISTING EXTERIOR WALL g J 2/: : ASSEMBLY TO REMAIN. FIELD) c.* I VERIFY . IC C .. .0 .2 -5 9 13 r-Th WALL DETAIL ~ 1-1 24= 1 -01 I I Re,ir-ed bit â‚¬ limpli,ncr (â€¢ili,rid:.C ,/e C 'infulting. 1.1.C L. -%'W''& 005-0173.00 0 T IlÂ¢Â·. F.Ii' Ii- c bÂ¢:,1 re i....":..0,1/ .npliul,Â¢ 1,1 ,-,.,i~n.Â¢ w h'he Ii,~AA. &â€¢,Eald,P,k l'i~k-k. n,--i,- t 2 gr'll ./.Im.*.1.1.....4/le 4#*.U- b. ce-â„¢di.~ I rr,AiN,~i.,fil~-*cirldef.i ,...., ..h. *IlLes (1Â£,1. i.,~"b,f". , A3.3 11, Gil Rimnill ler 1/9 27 2018 M SECTIONS DETAILS AECOM PROJECT No 60531369 *8 N0IldIH JS30 3140 /\3,1 ''11.L /91== 31Â¥(] ISOW 0 D '>13Â¥d S353 3AV NOSdrIOH, Cle IOS ..SOO ~~31.2~ Logg.Â£88'Â£26 xeJ 0698 Â£88 ELB @41 Salinba., 4/ n wo @iduox . @ou@32#21 JOJ sbui,MOJp @sall uoiieJodio Â£[06 adV MOI831)(3 9 1 3800 sJ@uu eld LOZ @;Ins 1@81)S pe038 99ZL pe edie d "00 041 Moz,JOW;ne Ua~,17~744 woal IAIOJ3V Uloo dJOOSJn AAMM// dUL' Paz,304~no ~00 5,1,010, mIWI uo asna' Jo; siuauinoop '7.% 041 ..0Â¥ 31,5 lilli ELOZO rN uoulID ;D Jo a;Ii ~uaJai~,p o uo asn Jo; aiqD;ins )0,J 03nss'2112 4 a 'do t~01 aui M suâ‚¬]Iwmlid' pu[, 5/10).rp aSA 41 PI.npo' aJD pU P uoipunfu" u, 01/ 31#lyds '41 uo asn ic I ....... si ~au,bue pu' slia'~o.,0 pasuaoi, X, Ado.,d ; 98,1- 80j 038Vd]Md .8 N./.0 UC CION W '00.. WS 0 3 8801 Z LOE n pii,Jocpl j p doid *8 0]ilill NOHdl80S30 25'-4"(EXISTING) V.I.F. -PARTITION AS INDICATED ./-'- CORIAN VANITY TOP - ON FLOOR PLAN C â€¢ A WITH TURNED-DOWN -4Â»/ EDGES AS SHOWN , 1" ADX PLYWOOD < â€¢ 5'-6- SUBSTRATE - VERIFY < ' MIN. FINISH TO FiNÂ¢SH t / E-1 FlooR MT[. "PRO Ser-\ 1 1, WITH COUNTER TOP A- 54"*60" CLEX~ LAVATORY SUPPORT BY \, 24" j MANUFACTURER. 36"x48" CLEAR --1 ~ 54-*60" CLEAR ff | WOMEN'S ' JAY R. SMITH MFG CO e ~ r~ 1 FLOOR AREA / FLOOR AREA L 3 6'-4Â·Â· FLOOR AREA Edi~. fLIE 1 - 4 ~ONCE~D AR~s AND ~ \,-- ~ 1.~ ~ TOILET ESCUTCHEON PLATE. Ir--_- 1.- .. ~~;;*~ ~ C~~ 60" DIA. CLEAR MODEL 0700 FOR SINGLE SIDED, MODEL.-L| | 07000 FOR 1Â·Inl 1,1~1 F , /~ < iL*R. CAULK--~ 1~/b / 11 - SINK Q G a 1 -UNDER MOUNT Â· - 4 -1-1 lIt=1- - - .f--li~ 12 1 /) I N 1 OUTLINE OF--+---__ (SEE PLUMBING ~ - 60 DIA. CLEAR 1 4#A E k u ADA KNEE g | -- # DRAWINGS) 4 FLOOR AREA < CLEARANCE 2 (TYp.) I IX l ADA-COMPLIANT â€¢* -t------47- fl/ - _- x- -1-1-1 - - - UNDERSINK PIPING $ ~IN~~~~21 _1 4 FLOOR AREA E~36"*48" CLEAR / 1 ~J v PROTECTION OVER -/ ~'~~14'5~ -~-\ 1 \-ADA SIGNAGE ~ ZI $ PIPES (SEE W__1 '9 SEE GEN NOTE PLUMBING ~ *__-E -9~~_f_- J -60NAU | b, DRAWINGS) '' T :- , 4.Â® 6i'MAK, 8" MIN. L 17" MIN. /21 SECTION @ LAVATORY ~(D~ el 0 4 .61 LE./ 0 A 1 5 40_A4 , A - h A -A , 00 .Â° / vit r 4 - : 4-6 -] [o il L.-1 1-11-11-~j 11 - ' /GGÂ«\ >gl /'t -3 -1 - -3-H 68~ -ADA SIGNAGE 1 ~-07 SEE GEN NOTE | - fpi 1 _ __i,i~ --** t - LL/ c I (1 6 C RE**60 ~ '36548* CLEAR | 6 ON Al.0 -|FLOOR AREA 1-1 r-'----- y < 42",58" CLEAR J , /!2 -951 - -7 \Â» - 60" DIA CLEAR-/ ~ , 0 ) ~ ( FLOOR AREA j ~ -\ 22-Twy 1~f~qi FtCR AREA \ g 4 / -i~<310===U-~re..~ 1-1- --3 1 11 MEN'S ~~Â·-60" DIA CLEAR ~ ~ ~ | 11'b 1 /01 0113 < 842 R AREA ~ ~ ~ .- C TOILET O M | | 36".48- CLEAR .1 NOTES 16.58 40. / f 3.-91 8 I \ FLOOR AREA ~. 1. ALL DIMENSIONS SHOWN ARE TAKEN TO CEMENT 80. 9 -102231 4 6 8 -f 54"*60" CLEAR 2 SEE SHEET Al 0 FOR PARTITION TYPES R %98 5Â·-6" MIN. FINISH TO FINISH 1 1 *11 22'-10"*STING) V.1. f~ ~ -- FLOOR AREA < 3 SEE SHEETS AI j FOR DOOR AND C;NISH SCHEDULES 4 SEE 4/A4.0 FOR FIXTURE MOUNTING HEIGHTS = RESTROOM ACCESSORY - SEE 3/AI.0 ' ~ ENLARGED RESTROOM PLAN C) A4 0 1/2" = 1'-0" U -1 ITEM MANUF BACKUP SUPPORT SUPPUER (SEE NOTE 2) (SEE NOTE 3) BROADD~~# 01 32%22 FINISHED WALL--Â·-N~ 54" MIN. ~ GRAB BAR 42" 812-001-42 HUGHES SUPPLY (02,6 4'-0" LONG 6 , (866) 310-3576 CENTER MOUNTED ~ - ~ - AUTOMATIC 42" MIN. 12" MAX ~ GRAB BAR 36 812-001-36 MCDCOORD@HAJOCA.COM â€ž~ STALL FLUSH CONTROL . 4 DOOR â‚¬ ~ GRAB BAR 24" 812-001-24 VALVE LOCK BY HARDERn , 36" MIN. L - VALVE LOCK BY , 40" .. MOUNTED HUGHES SUPPLY FRAME WALL OPENING ~ CLOTHES LOCK (OPTIONAL - J ' HARDER LOCK + TOILET TISSUE DISPENSER, BRADLEY (866) 310-3576 PER MANUFACTURERTS C HOOK VERIFY WITH . 24" MIN . 121|~ 1 (OPTIONAL - VERIFY .4 (=) ~ JUMBO. SURFACE MOUNTED (oPT.) CONSTRUCTION MANAGER) ~ - MIN â€¢' j WITH CONSTRICTION 5424 MCDCOORD@HAJOCA COM RECOMMENDATIONS Â£ 2 MANAGER) HUGHES SUPPLY FINISHED AUTOMATIC FLUSH , WALL RECEPTACLE. RECESSED (866) 310-3576 ~ SANITARY NAPK IN BRADLEY Â¤ CONTROL N *PRONAL) 4731-15 MCDCOORD@HAJOCA.COM URINAL A HAND DRYER. WORLD DRYER HUGHES SUPPLY FRAME WALL OPENING . - ADA. ALUMINUM BRUSHED SlimDri MCDCOORD@HAJOCA COM RECOMMENDATIONS 2 -c== 4. r ~ 29 ENERGY EFFICIENT MODEL. L-971 (866) 310-3576 PER MANUFACTURER'S :a 9 / 1: J 03 : h/4-\, A HAND DRYER. BRADLEY HUGHES SUPPLY 04 7 : 1 . 10 lt) ENERGY EFFICIENT MODEL, 2902-287400 (866) 310-3576 \Z R id .1 447 -- 1 .. 0 .. 0 0 OPTION ADA. STAINLESS STEEL MCDCOORD@HAJOCA.COM S ' Z '4-0 - TOWEL DISPENSER & WASTE HUGHES SUPPLY ~ ~~ - . 9Â¥ 4. --7 TOWEL DISPENSER & WASTE BRADLEY HUGHES SUPPLY 47: - (~) RECEPTACLE, INDIVIDUAL, 2441 (866) 310-3576 O & 23' FINISHED FLOOR - 7 -- w . 24" MIN. RECESSED (OPTIONAL) 3251 MCDCOORD@HAJOCA COM . I O I . 0 - I W -c. W wk ... ... 4 (9 RECEPTACLE. COMBINATION. BRADLEY O - a. W .- (866) 310-3576 2. . 00 I 10 4. I ''I RECESSED (OPTIONAL) 2291 MCDCOORD@HAJOCA.COM -FINISHED WALL BRADLEY HUGHES SUPPLY Â® 8 , , G MIRROR, CHANNEL FRAME #781 (866) 310-3576 24-*36 MCOCOORD@HAJOCA.COM ALL LAVATORIES MUST HAVE -- ~ 7 Cl SOAP DISPENSER. BRADLEY HUGHES SUPPLY SANITARY ELECTRIC ELECTRIC ELECTRIC TOWEL WASTE TOWEL A FAUCET CAPABLE OF NAPKIN HAND HAND HAND DISPENSER RECEPTACLE DISPENSER SUPPLYING WARM WATER ev WALL-MOUNTED 6542 (866) 310-3576 RECEPTACLE DRYER DRYER DRYER (OPT.) (OPT.) & WASTE FOR A MIN OF 10 SEC TABLE MCDCOORD@HAJOCA.COM (OPT.) (OPT. "81 (OPT. "Al RECEPTACLE BABY CHANGING TABLE, HUGHES SUPPLY FRAME WALL OPENING (OPT) rn HORIZONTAL,RECESSED, ADA KOALA KARE FINISHED WALL- L./ COMPLIANT MCOCOORD@HAJOCA.COM RECOMMENDATIONS KB1OO-MDTA (866) 310-3576 PER MANUFACTURER'S 7 BABY CHANGING TABLE, FRAME WALL OPENING 0-5Â»â€¢ COMPLIANT. ALL STAINLESS K8110-MORA (866) 310-3576 PER MANUFACTURER-S CT WALL-MTO /h 1.2 1.68 ~/~~~| A MCDCOORD@HAJOCA.COM RECOMMENDATIONS HORIZONTAL,RECESSED. ADA KOALA KARE HUGHES SUPPLY SOAP DISP - U Ell - I t-_Sny 1 0 ~ DIAPER CONTAINER (OPTIONAL) _ BY OWNER O LU ..- 2/ - BRADLEY HUGHES SUPPLY NX .. D 917 14.in Â·Al fur t â€¢impli.in' 1 2 0 .w Z MCDCOORDÂ©HAJOCA.COM TI~Â¢,L,ilh. 1 i.- ..il,L ~ CLOTHES HOOK (866) 310-3576 u . -k 'e,~ wi~ce r im 4/4 -2 NOTES: - 0 35 493 23 2,1 53 k O C 1,1.,radi. C ,/c C ./sult,ng, I.1.C - Â·9 5 4 ~2 ki LU *. if. ptin111 h,.eL~ /1. * 10Â¥ Il' ~1~.4 i'W /~a~nei,t~ 4~Il ri~ hi~ ci~,~ri.,1,0 I~ FINISHED FLOOR - 0 0 CK 11.m' . orÂ·IMJ-Â·,1 4 ~/ ri,illili 'f ili' . ~ , . , , , , ...,%.1....&.~ l.,if ,iv .. 1) SEE 6/A4.0 FOR ACCESSORY MOUNTING HEIGHTS E O I I , C r 6-04 - t -Â· 0 22 'Â£'i-,Ils if â€¢he.edid,i., --1 45, 'A4.0 2) SELECT ONE ITEM FROW ]TEM GROUPS 4 & 6, VERIFY WITH AREA CONSTRUCTION MANAGER ADA-COMPLIANT 3) CUT BACK-UP SUPPORTS BETWEEN STUBS SO FACE OF SUPPORT IS FLUSH W/WALL STUD 131 Gil Rimmillet 0927 22)IM /71 RESTROOM FIXTURE AND ACCESSORY ELEVATIONS UNDERSINK PIPING 005-0173 00 0 ~. 1/2" = 1'-0" SN,~21414?Nos kil RESTROOM ACCESSORY SCHEDULE 439 r V, RESTROOM PLAN AECOM PROJECT No 60531369 NO:ldla)530 3100 A)M g'Litt/60 Â·3140 â€ž909 00 'whiÂ¥d S 3153 3AV NOSAOI 0% log U le-900 V3aÂ¥ 210013 SiN)/(Â£0 0/010/Â¥1 - 0 IN3I0N]INÂ¥ 91/ZL/60 0 Uloo CljoiSJn AVAM// dull .ZIJO,4.[) iou si ./0~d â„¢,;ouD 00 @sna' ~0; sw@Ulnoop 'Diwoo @14 SS.oov .S o, 3/S 09; Â°Â© (1-4Â»~ c-x- 3 *60' CLEAR sieuureld - sleauibue LOE 01'nS 'leaj}S pew . BJ%.1 U 40ZMO #I IM'I /04'r tuoal ~4033V LOS@ Â£99-EZ6 xe; 0698 Â£89 â‚¬26 4 #Inbi 13@90'd 'alqoun /0 aid/ox' 10 'ou@J//1 101 sbul,AD'p as@4~ L L ...... pWS I 01 AU' .1) Suli....S /. sfunMOJp *SIiI p@-poJ.J Jo paido~ O 11 45 PUD 311 VS' s p,Duon" 40 Xpadoi NOÂ¢ldl@OS. .%2393Â°Zty' Â£1/0#0 u /~ 0//s // ijo An i p log:)....8 sia~u,bua puo FUDID paSU@~11 611@dol jo sao,ws I I. @Ull' Ja JO ./ lue*. o Uo agn JOI al... I 03/ 44~ MAX TO TOP OF HOOK ME~ANE'M 30Â¥JBAS 3N1) M Z LOZ MAIRE ROOM NAME FLCOR BASE VAL_S CE!.ING Â· REMARKS 8'-7 f : â€¢ SEE CEILING PLAN FOR HGTS & LAYOUTS , m: 6 1 .a Â· Z 0 6 1 .' Wi 5. - O 0% E . 2 r Z [r Q w M 8 Â£ - MODULAR FRONT COUNTER E :51 i ul:/ FURNISHED & INSTALLED BY ISI g 4.:4 mew NEW PARTITION VERIFY 00 54> .1-1-1 :2Â¥ FINISHES WITH DECOR 100 CUSTOMER SERVICE 0 0 0 VERIFY FINISHES WITH DECOR COMPANY DRAWINGS '01 DINING O 0 0 VERIFY FINISHES WITH DECOR COMPANY ~~~ ~~NMENTSOTO~ET 0 0 VERIFY FINISHES WITH DECOR COMPANY I VERIFY FINISHES WITH DECOR COMPANY â€¢ - MODULAR FRONT COUNTER 105 KITCHEN .. .. .. AT NEW PARTITIONS VERIFY FINISHES WITH DECOR COMPANY -L_--f~ - FURNISHED & INSTALLED - BY ISI 108 CASH BOOTH . O 0 0 VERIFY FINISHES WITH DECOR COMPANY - MODULAR FRONT COUNTER GENERAL FINISH NOTES BY Isl - FURNISHED & INSTALLED 1. ALL FINISH SURFACES OF WALL AND CEILING MATERIALS SHALL BE CLASS B AND SHALL HAVE A FLAME SPREAD RATING OF 26 TO 75 AND A SMOKE DENSITY OF 450 MAX. (PER IEC TABLE 803.5) DOOR SCHEDULE - I 2. DECORATIVE MATERIALS SHALL BE FLAME RETARDANT AND MEET THE 000' FRAVE GENERAL DOOR NOTES CRITERIA OF NIPA 701 MARK MATERIAL SIZE TYPE MAIL SIZE 1 GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE -3 DECORATIVE MATERIAL SHALL NOT CONCEAL EXITS, EXIT LIGHTS, ALARM 1 ALUM 3'-0"*7'-07 3/4 A ALUM (NOTE 5) REQ'D BY LOCAL CODES - SEE GENERAL NOTE 6. . CUSTOMER . STATIONS, HOSE CABINETS. AND EXTINGUISHER LOCATIONS 2 ALUU. 60-0,7'-0'*1 3/4 B ALUM (NOTE 5) SHEET AT.O 3 NOT USED 2 DETEX ALARM CONTACT SWTCHES SHALL BE 7 SERVICE p, 0335-1 4 QUARRY TH F. RECESSED INTO THE TOP OF THE DOOR & JA NOT USED DAL-TILE D+ABLO RED 616 ABRASIVE TILE WITH BLACK GROUT HOLLOW METAL FRAME ABOvE ,*5334 4 NOT USED 3 DOORS. DOOR FRAMES, & HARDWARE FOR DOORS El=QQLT 5 S.C. W000 W,/ lAM. 3'-0 x6'-8,1 3/4 C H.M. 2"JAMB & HEAD 3, JA. 4, 5, 6. BA, 7, 8, SA, 10,11,12,14,15.: -~ EUROWEST BRUSISTROKE APPROVED COLORS. WALNUT, 8EIGE OR 6 S.C WOOD W/ LAM. 3'-0 x4'-8,1 3/4 D H M. 2"JAMB & HEAD 16 SUPPLIED BY, UNIVERSAL MANUFACTURING NÂ¢CKEL. SA S.C. WOOD W/ LAW 2'-6,4*-8,1 3/4 D H.M. 2-JIAMB & HEAD 1-800-821-1414 A) MUST BE APPROVED BY MIDONALD'S U. S RESTAURANT DESIGN - 4 DOOR 9 SUPPOED BY FREEZER/COOLER Af*4 B) MUST BE NO LARGER THAN 1 2-X 24 MANUFACTURER C) MUST MEET THE FOLLOWING: STATIC COEFFICIENT OF FRICTION (PER 5 SEE ELEVATIONS AND WALL SECTIONS 2,4 9 4, Qu ASTM F1677-05): LEVEL SURFACES, MINIMUM 0 50 DRY AND WET 6 ALL INTERIOR SOLID CORE WOOD DOORS TO HAVE - PUCK-uP SHELF 93\ 41( /y f D) TILE BASE. SCHLUTER DILEX-EHK, SERIES EBHKU1 1/01 1 MS A LAMINATED FINISH, AS INDCATED PER DECOR E- E) TILE EDGE PROTECTION: SCHLUTER-QUADEC. SERIES 01 25EB DWGS F) POST INSTALLATION CLEANER IS REQUIRED ON ALL FLOOR TILE \4Â» 7.DOOR 8 & BA - LAMINATED FINISH - "WILSONART APPLICATIONS VERIFY CLEANING SOLUTION PRODUCT AND DOVE GREY" D92-60 INSTRUCTIONS WITH MANUFACTURER. SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION 5. WHEN BUILDING TYPE IS A NON-COMBUSTIBLE CATEGORY, ALL " PLYWOOD SHALL BE FIRE RETARDANT TREATED. .5 -ne 6 A FRP OVER CEMENT BD BEHIND 3-COMP SINK TO HGT Of BACK SPLASH B FRP OvER CEMENT BD. OVER EXT GRADE PLYWOOD (NOTE 5) AT M f a m MOP SINKS 7 PROVIDE CEMENT BOARD BACKER OR EQUIVALENT AT ALL CERAMIC TILE LOCATIONS , U]o GENERAL NOT S lit 1 ALL EXIT DOORS SHALL 8E KEYLESS IN THE DIRECTION OF EGRESS 2. THE OPENING FORCE OF ALL EXT PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 LBS, ~ A23'225&1No:'201%51%20~:SNYCLotÂ°IrCEEDOR 5 LBS. ...0 SCHEDULE. A4 1 1/2" = 1'-0 o PED 5 ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASING, TIGHT PINCHING OR Â© FRONT COUNTER PLAN TWISTING Of THE WRIST TO OPERATE hs. DOOR #1 - ENTRY MR Â¥ J 02â‚¬d 1 1 EA CLOSER LCN 4021 x 181 ~ --, c a , EO. % EO. , .- 2 3 EA HINGES OFFSET PIVOT ANSI -A-156 4 GRADE 1: PROVIDE EXPOSED PARTS OF OPTIONAL: CAST ALUMINUM ALLOY, AS SUPPLIED) 8< DOOR MANUFACTURER fe:2 1/2- TEMPERED GLASS W/ 5 8 ..3. 241& 3 1 EA PUSH/PULL HANDLE eWNEER #CO-9 OR HAGER PUSH/PULL SET 1 640/V/8 ETCHED UCCAFE LOGO ON 4 1 EA PANIC HARDWARE ADAMS RITE ME. CO 8800 SERIES WITH OUTSIDE CYLINDER FRONT SIDE OF GLASS MITER U) (FINISH TO MATCH STOREFRONT DOOR) CORNER, CENTER IN LOW WALL-, 6 3 024 Ng 5. 1 EA THRESHOLD NAPONAL GUARD PRODUCTS, INC SADD LE TYPE THRESHOLD 325. -CLO 36- WIDE x 1/2 RISE (ADA ACCESSIBLE). O 5 1 EA WEATHER STRIPPING PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN , :6:220 ADJUSTA8LE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR WNYL CASKET NEW SOLID SURFACE WALL CAP WEATHER STRIPPING IN BOTTOU DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD . 7 1 EA SIGN MOUNT ONTO DOOR. TO READ 7HIS DOOR MUST REMAIN UNLOCKED WHENEVER Z ~ E i h g 0 9 P .5..Ef THE BUILDING G OCCUPIED/DURING BUSINESS HOURS. 1/4" SHIM SPACE FOR GLASS. ~~~ ._. 1 9 13.81 DOOR 12 - VE5TI@UIE .--ANOD ALUM -ANOD, BLOCKING TO SUPPORT SOLID o g .2 5 t 1 ) DOOR SURFACE Tor +1 1 1 EA CLOSER LON 4041 X 18 0/ DOOR , Â¤ 0- . 2. 3 EA HINGES OFFSET PIVOT ANSÂ¢-A- 156 4 GRADE 1: BY DOOR MANUFACTURER -7-.-1/41' LAMINATED ~I--~- -1/4- 0 10* 3 1 EA PUSH/PULL HANDLE HAGER PUSH/PULL SET 1640/.78. 5*,/ SAFETY GLAZING *; .* SAFED CBB RETURN WALL & GLASS --~~ 85,2*. DOOR #5 - RESTROOM ENTRY Z a. 313 :14 . 1. 3EA HINGE 881279 4 3 X4% US260 HAGER \ 11 1. 2. 1 EA CLOSER LDPA4031 SN8 ALUM LCN 3. 1 EA PUSH PLATE JOS 4 X 16 US28 HAGER =7 4 NEW SouD SURFACE --L--4/ 5 2 2â‚¬â‚¬72 i 4. 1 EA PULLPLATE 13UE 4 X 16 US28 HAGER "RICE PAPER" CORIAN ON 5 2 EA KCKPLATE 190S 8 x 34 US28 HAGER 6 1 EA DOOR STOP 236W US32D HAGER ~ f> 1 0. DINING ROOM SIDE OF WALL TO MATCH MODULAR 7 2 EA TOE GUARD 202NA 36' N.GUARD 5 & 5 &5 85 8. 1 EA FINGER GRO IKIA PUSH 90Â£ BRN F.SAFE W A ~' STILE ~~ ~ wzz FRONT COUNTER (MFC) 9 1 EA FINGER GRD MKIB PULL SIDE BRN F.SAFE B U 1 0 OVER NEW SHEATING - is ~ QC I AT BOTTOM 7 0 Â§% 3~ 19 DOOR 15 - ADA STA L I EXISTING FINISH ON 1. 2EA HINCE 1250 4%X414 US26D HAGER - IZ I-~-IR KITCHEN SIDE Of WALL 2. 1 EA HENCE 881279 4 % X 4 6 uS26D HAGER ul - TO REMAIN 3 1 EA DEADBOLT 3215 MODIFIED 626 HAGER 4. 2 EA PULL PLATE CA09 CFC 2 1/8 u5320 HAGER -4-Trm C 5. 1 EA CLOTHES HOOK 917 BRADLEY s 6 1 a DOOR STOP 236W US32D HAGER - I ii 1 ~ |F- EXISTING FRAMING TO REMAIN MODULAR FRONT COUNTER DOOR 16A - STANDARD STAI I FURNISHED & INSTALLED 1. 2EA HINGE 1250 4%X4'4 US26D HAGER FLOOR FINISH 2 1 EA HINGE 881279 4 M X 4 3 US26D HAGER.~-8- 1 \N/ BY ISJ ~ ~ 2 p63Btâ€¢~~9071'7 1,/~ IS~~~HAGER - - ' '~ | ~~ ~ || 5. 1 EA CLOTHES HOOK 917 BRADLEY 0 C 6. 1 EA DOOR STOP 236W US320 HAGER ~ r- TIMBER TILE CUT TO DOOR TYPES | COVEDQU~RRY 1 4" & USED AS BASE TILE MOUNTED TO - | 7 111 /- DINING ROOM TILE PLYWC)00 N~~1111 / AS SCHEDULED QUARRY TILE ReÂ·newed fiâ€¢r C â€¢imphince -# 7,1111/ l ....r... 0,1. C (Insultin' 1.IE< Thoep,~1-,be~re.!e.ved fi,.i' H : 'i[,4- u, ..u.nli.n,wo rh, *4/ 1.4 1,111~. : ec .. flr p,i. pal I-/.raw n. 1.i=. .,illat .. /1,1 ... ij,1 ~I m,Â· .ir t~Â»I ~it,id,iâ€ži ~li~ncnb.h~1 $ be.i-4./ 4. b, 2 8 H ki IF+IliÂ¢[il ./'.Ir~~IL.1 41,y:.Inall~.fdn> riAMODIFIED EXISTING CBB WALL SECTION 005-0173 00 0 Ii-/.,frhe~bove.*.i uril# i'l~ /21 MODULAR FRONT COUNTER SECTION *Wkes i.*-.n ~. NTS ~. NTS 131 /il Rossm,Iler 09 272018 : A4.1 0 DETAILS & SCHEDULES AFCOM PROJECT Nn 60531369 ROOM FIN SH SCHEDULE ... FLOOR TILE (NOTE 4) QUARRY TILE (NOTE 4) IMPACT FLOORING OVER GYP BD OVED QUARRY TILE 0,00 TILE (NOTE GYPSUM FRP OVER ,/2- PWD (NOTE 5) F OVER CEMENT BD (NOTE 6) 0 0 CEMENT BOARD O 0 SEE DECOR DRAWINGS DOOR HARDWARE 0 0 CERAMIC TILE (NOTE 7) I CER. TILE-AS NOTED ON Al PRE-FAB METAL SKIN PANEL 2'*2' VINYL-FACED lAY-IN PAINT ON STRUCTURE ABV STAINLESS STEEL (22 CA MIN ) â€¢ 2'*2' ACOUST. LAY-IN NUildle}JbdU 31VU Aj/ LL/in/n Â·jivil L 1/0/ UJ ./.d /31/j jAV NOSdrIOHi :Il IO' I hE , s.euue 1098 â‚¬98 UB xe; 0698 â‚¬99'Â£26 â„¢, se, baJ 00 dIOOS.In MAuv/.duu 0@ZIJ04,no F s, 10@foid ,@41 2Sn@J JO; mw@u~noo~ Fuoo a. SS.OCV .IS '8 03/8389 111 Â·" p urpojd@90 . I lul p pao 0.1 al I paido, @q ' DVS Up 0 1 Â¥Sn s piD,00 doid p /quep,ju J *4~ M SUOiwouloads /00 1:ju *'g O'Z dbIA LLOZ 80I@31)<3 9 1 38 16 STRUCTURAL GENERAL NOTES 1.-2,LLL21.21QQES 5. COLD+FORMED LIGHT GAGE STEEL : DUTIES AND RESPONSIOILIES OF THE CONTRACTOR A. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE -LIGHT GAGE 1. FOR INSPECTION OF WELDING, NOTIFY THE SPECIAL INSPECTOR FROM THE LEGEND AND ABBRIEVATIONS A THESE GENERAL NOTES APPLY TO ALL STRUCTURAL DRAWINGS. THIS PROJECT IS COLD FORMED STEEL DESIGN MANUAL" LATEST EDITION AND THE Aa RESPONSIBLE MATERIALS TESTING LAB THAT WORK IS READY FOR INSPECTION AT DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORE SUCH INSPECTION IS EDITION. THE 'MINIMUM DESIGN LOADS FOR BUÂ¢LDINGS AND OTHER STRUCTURES" REQUIRED. ~ - DETAIL # OR LETTER CONTR CONTRACTOR LATEST EDITION (ASCE 7 10). 8. LIGHT GAGE FRAMING SHALL BE 600S1 62-54 STUDS AND JOISTS. UNLESS NOTED 2 ALL WORK REQUIRING SPECIAL STRUCTURAL INSPECTION SHALL REMAIN ACCESSIBLE B ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH OTHERWISE, FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF AND EXPOSED UNTIL IT IS OBSERVED BY THE SPECIAL STRUCTURAL INSPECTOR, CONN CONNECTION ~89~ - SHEET DETAIL IS ON APPLICABLE PROVISIONS OF THE CODES SPECIFIED ABOVE ASTM A611, GRADE-C MINIMUM YIELD OF 33.000 PSI PROVIDE LATERAL STUD DWGS DRAWINGS 7 OFSIGN I OADS. BRACING PER MANUFACTURER'S RECOMMENDATIONS DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR (BY OWNER) (APPROVED BY BULL DING DEPT) EA EACH C. STRUCTURAL STUDS JOIST, BRIDGING AND ACCESSORIES SHALL HAVE A MINIMUM EXIST FOUNDATION AND FOOTING A LIVE LOAD REDUCTIONS SHALL BE COMPUTED IN ACCORDANCE WITH THE 1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECÂ¢AL INSPECTION EMBED EMBEDMENT YIELD STRENGTH OF 50,000 PS] FOR 16 GAGE AND THICKER MATERIALS AND INTERNATIONAL BUILDING CODE. ROOF LIVE LOADS ARE NON-REDUCIBLE. EOR ENGINEER OF RECORD 33,000 PSI FOR MATERIALS THÂ¢NNER THAN 16 GAGE. FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIACATIONS. B ROOF SNOW LOADÂ· D. PROVIDE CONNECTIONS, BRACES AND BRIDGING TO DEVELOP THE FULL CAPACITY 2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING EXIST WALL ExIST ExISTING GROUND SNOW LOAD (PG) 70 PSF OF THE MEMBERS PROVIDE CLIPS. CONNECTIONS, STRAPPING FOR TEMPORARY EXP EXPANSION OFFICIAL AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL FLAT-ROOF SNOW LOAD(PF). ............ 59 PSF LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. (AND/OR DRIFT PROvISIONS ASCE 710. SECTIONI) E. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS "STRUCTURAL WELDING CODE-. THE IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDÂ¢NG OFFICIAL. NEW FOUNDATION AND FOOTING FDN FOUNDATION 3. UPON COMPLITION OF THE ASSIGNED WORK. THE SPECÂ¢AL INSPECTOR SHALL COMPLETE SNOW LOAD EXPOSURE FACTOR (CE) . 10 LATEST EDITION AND PERFORMED BY CERTIFIED. LICENSED WELDER. AND SON A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE FF FINISH FLOOR SNOW LOAD IMPORTANCE FACTOR (Is) 10 F DETAILING AND FABRICATION OF ALL COLD-FORMED STRUCTURAL MEMBERS SHALL WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AND THE FRMG FRAMING SNOW LOAD THERMAL FACTOR (CT) . 1.2 CONFORM TO THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL- APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE 0~~ NEW 21 STUD WALL C. ROOF LIVE LOAD: . .20 PSF STRUCTURAL MEMBERS. LATEST EDITION. FTG FOOTING D. ROOF DEAD LOADÂ· . 20 PSF G TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. WALL EXIST STEEL BEAM GB GRADE BEAM E. WIND LOAD: BASIC WIND SPEED M . 175 MPH (ULT) STUD BRIDGING SHALL BE INSTALLED IN A MANNER AS TO PREVENT ROTATION GYP GYPSUM BOARD WIND EXPOSURE CATERGORY C AND ALSO IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING - STEEL BEAM OR CHANNEL HDR HEADER BC BUILDING CATEGORY ........ 1: AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED AT 4'-0" ON CENTER INTERNAL PRESSURE COEFFICIENT, GCPI *0.18 PSF MAXIMUM. UNLESS APPROVED OTHERWISE. NEW 2. WOOD HEADER HGT HEIGHT F. SEISMIC LOAD: H. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL LIGHT HSS HOLLOW STRUCTURAL SECTION SEISMIC OCCUPANCY CATEGORY *1 GAGE FRAMING LOCATIONS AND REQUIREMENTS COORDINATE LOCATIONS AND EXIST HSS COLUMN INT INTERIOR SOIL SITE CLASS .. ., . D (ASSUMED) DESIGN FOR ALL WALL HUNG EQUIPMENT. JST JOIST OR JOISTS SPECTRAL RESPONSE COEFFICIENTS 1 PROVIDE CONNECTIONS, BRACES, BRIDGING AND RUNNER TRACKS (MINIMUM 14 CJ NEW HSS COLUMN SHORT PERIOD (Ss) . 0.2129 LLH LONG LEG HORIZONTAL GAGE, BUT NOT LESS THAN GAGE OF SUPPORTED STUD) TO DEVELOP THE FULL JT JOINT CAPACITY OF THE OF THE MEMBERS. PROVIDE CLIPS, CONNECTIONS, STRAPPING 1 SECOND PERIOD (SO ..,..... 0.063g FOR TEMPORARY LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE 11 WOOD POST DESIGN SPECTRAL RESPONSE ACCELERATION: LLV LONG LEG VERTICAL INSTALLATION SHORT PERIOD (Sos) 0 227g J PROVIDE AND COORDINATE VERTICAL SLIP CONNECTIONS TO STRUCTURAL STEEL Â£ PLUS OR MINUS LOC LOCATION 1 SECOND PERIOD (SD,) . . 0101g MEMBERS WHERE REQUIRED. Q CENTER LINE MAT MATERIAL SEISMIC IMPORTANCE FACTOR (IE) . 1 0 K WINDOW AND DOOR HEADS SHALL BE FRAMED WITH JOIST SECTIONS SUFFICIENT 0 DIAMETER MAX MAXIMUM SEISMIC DESIGN CATEGORY .... B TO CARRY THE WEBHT OF THE WALL ABOVE AND TRANSFER WINDOW AND WALL SEISMIC FORCE RESISTING SYSTEM . EXISTING LATERAL FORCES TO THE JAMBS. JAMB SECTIONS SHALL CONSIST OF HEAVIER MIN MINIMUM E PLATE 3 FXISTING CONDITION!$ GAGE STUDS MULTIPLE STUDS OR BOTH AS REQUIRED TO PROVIDE LATERAL SUPPORT FOR WINDOW AND DOOR OPENINGS AB ANCHOR BOLT MPH MILES PER HOUR A ALL EXISTING STRUCTURAL ELEMENTS (SLABS, BEAMS. WALLS, COLUMNS. ADJ ADJACENT MTL METAL 4 FOUNDATIONS,.) SHALL REMAIN INTACT UNLESS SPECIFICALLY NOTED TO BE . . REMOVED BY THE MOST RECENT DEMOLITION DOCUMENTS OR OTHERWISE NOTED MINIMUM DESIGN REQUIREMENTS AND SECTION PROPERTIES A/E ARCHITECT OR ENGINEER Oc ON CENTER ~ ON THE STRUCTURAL DRAWINGS. (MAX[WVW SPACING - 16" ON CENTER) ARCH ARCHITECTURAL PS' POUND PER SQUARE INCH . 8. INFORMATION PROVIDED ON THESE DRAWINGS RElATED TO EXISTING CONDITIONS BLKG BLOCKING PT PRESSURE TREADED IS BASED ON AVAILABLE REFERENCE DOCUMENTS. THE CONTRACTOR SHALL 6- FXTERIOR WAI ! 5 4" EXTER,OR WAI I S IND I OIl)ING BLW BELOW REINF REINFORCING OR REINFORCEMET N IMMEDIATELY REPORT TO AND AWAIT DIRECTION FROM THE ARCHITECT AND/OR GAGE = 16 GAGE = 16 DESIGN FOR 115 MPH WIND REQD REQUIRED URS CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS DEPTH = 5 DEPTH = 4 ACCORDING TO 183( AND ASCE 7 BM BEAM AND THE EXISTING CONDITIONS IS DISCOVERED THESE CONSTRUCTION DOCUMENTS I x-x = 2.316 .-x = 1.098 MINIMUM WIND = 36 PSF AT BOT BOTTOM REV REVERSE WERE PREPARED WITH INFORMATION ABOUT THE EXISTING BUILDING PROVIDED BY S x-x = 0.767 S x-x = 0 533 TYPICAL AREA BRG BEARING SHM SIMILAR OTHERS. NO STRUCTURAL INVESTIGATION OF THE EXISTING BUILDING WAS MINIMUM WIND = 40 PSF AT UNDERTAKEN IF THE CONTRACTOR DISCOVERS EXISTING CONDITIONS WHICH VARY BUILDING CORNERS BTWN BETWEEN SQR SQUARE w : FROM THOSE SHOWN ON THESE DOCUMENTS. HE SHALL NOTIFY URS ALLOWABLE DEFLECTION = 180 CANT CANTILEVER STL STEEL C- CORPORATION IMMEDIATELY FOR GUIDANCE ON THE NECESSARY CHANGES TO BE SPAN/600 CLR CLEAR OR CLEARANCE STRUCT STRUCTURAL OR STRUCTURE .:2 MADE. .2 E- S 1 IGHT GAGE DFS,GNATIONS CONTINUOUS C THIS PROJECT REQUIRES DRILLING INTO THE EXISTING REINFORCED CONCRETE CONT TO TOP OF STRUCTURE THE CONTRACTOR WILL NOT RECEIVE ADDITIONAL PAYMENT FOR COL COLUMN TYP TYPICAL 26= DIFFICULTIES ENCOUNTERED IN DRILLING DUE TO HARDNESS OF MATERIALS, 600S 162-43 CONSTR CONSTRUCTION VIF vERIFY IN FIELD HITTING OF EXISTING REINFORCING, ETC. ALL COSTS ASSOCIATED WITH RE-DRILLING OF HOLES DUE TO HITTING EXISTING REINFORCING STEEL SHALL BE ,/ 4\ di. BORNE BY THE CONTRACTOR THIS INCLUDES FILLING UNNECESSARY AND UNUSED STUD W}DTH IN / ~ - THICKNESS Of W / WITH 22Â¥ HOLES WITH EPOXY GROUT 00 NOT CUT REINFORCING STEEL DURING CONCRETE 10]Oth's OF AN INCH / ~ \ MATERIAL IN MILLS ~ DRILLING OR CORING OPERATIONS LOCATE REINFORCING WITH A PACHOMETER OR ... OTHER NON-DESTRUCTIVE TESTING DEVICE PRIOR TO DRUING AND CORING (ie: 600 - 61 -~~~,/ Oe: 43 MILE = 18ga) 23 i/'Sm OPERATIONS. SECTION TYPE ~- FLANGE WIDTH IN i ~Eug D. EXISTING CONCRETE SURFACE PREPARATION: Â¢NTENTIONALLY ROUGHEN EXISTING CONCRETE SURFACES WHERE NEW CONCRETE IS BEING PLACED AGAINST THE (S = STUD/T = TRACK) TOOth's OF AN INCH F EXISTING CONCRETE AND CONNECTED BY DRILLING AND EPOXY GROUTING. THE ENTIRE COMMON SURFACE WHERE THE EXISTING CONCRETE ABUTS THE NEW J SHALL BE COATED WITH AN EPOXY BONDING AGENT FOLLOW ALL ADDITIONAL 6.INSPECTIONS: d REQUIREMENTS OF SURFACE REPARATION AS REQUIRED BY THE BONDING AGENT 4 f O zi[.:e MANUFACTURER. AS BELOW (U.N.O) E 'YEREITET?lst'&252% :22&12&~COCkE:flrtESips)122 A. SPECIAL INSPECTIONS REQUIRED SHALL BE AS PER 2015 IBC, SECTION 1704 ) 0 A . 1 22~33'i: EX~ST#NG STRUCTURES DURFNG CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY & 1705 ALL EXISTING DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION PRIOR TO ~ Sllul Sll'~'I~ - - g Â¥ 1 ~ r 5 STEEL: BOLTS AND WELD T &. : 52 I. I. â‚¬ -J .02".10-2 F. TIMPCÂ©ANORAN~HAYBERE~NSIBLE FORUTHERDES~NE, ~NSTALLATION AND COLD FORM METAL: ERECTION AND CONNECTIONS (INCLUDING WELD) , t |11"-L- 11-11 FINAL CLEARANCE Of ANY REQUIRED NEEDLING, UNDERPINNING, SHORING OR CONCRETE POST NSTALLED ANCHORS ~ -!- -73-7-- ~ | 1 ~ BRACING OF EXISTING STRUCTURES SOIL Â· FOUNDATION 11 , AS~LSTEEL. INCLUDING CAST IN ANGLES, PLATES OR OTHER SECTIONS SHALL BE f~b ~ 7, UND IONS 4 >1 - 2= Hilit DETAILED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION A. ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN: 1 (VIF). b Â°~ 8 23 & B. FOOTING SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOIL OR (AISC) SPECIFICATIONS AND CODE OF STANDARD PRACTICE, LATEST EDITION WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING COMPACTED STRUCTURAL FILL. SOCIETY. AWS Dll. LATEST EDITION 8, CAST-IN-PLACE CONCRETE ~ - 8 STRUCTURAL STEEL, A CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE PROJECT MANUAL AND O O #132:rf ASTI,11 A992 (Fy=50 KSI) - ROLLED STEEL SHAPES. WIDE FLANGE. UON LATEST AMERICAN CONCRETE INSTITUTE CODES AND STANDARDS, INCLUDING, BUT NOT LIMITED TO. ACI 301, ACI 315 AND ACI 318. A---1/\ 9 31*11 ASTM A500 GRADE B (Fy=46 KSI) - HSS TUBE. UON B CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 ASTM A36 (Fy-36 KSI) - ROLLED STEEL PLATES. DAYS: 4000 PSI FOR ALL CONCRETE UNLESS SPECIFICALLY NOTED OTHERWISE | SIM42:~ : / 244. ANGLES, BARS, RODS AND CHANNELS AS NOTED ON THE DRAWINGS 1500 PSI FOR LEAN CONCRETE FILL. ' -~ L. c 0 $ 0 0 E C ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL o G ~ ~ eg 2 W - C ,% . I ADHESIVE ANCHORS - SIMPSON SET XP ADHESIVE ANCHORING CONFORMING TO ASTM A615. GRADE 60 SYSTEU OR APPROVED EQUAL, D THE CONTRACTOR SHALL REVIEW ALL DRAWINGS FOR SIZE AND LOCATION OF ALL w e.- .1-=02=If EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, OPENINGS, ETC REQUIRED BY OTHER TRADES. RECONCILE THEIR ExACT SIZES AND LOCATIONS BEFORE C. SHOP CONNECTIONS SHALL BE WELDED WITH E70XX ELECTRODES AND GROUND SMOOTH WHERE PROCEEDING WITH THE WORK ALL ITEMS SHALL BE FURNISHED AND INSTALLED - 02 r- & ~ 8. EXPOSED FIELD CONNECTIONS SHALL BE MADE WITH BOLTS CONFORMING TO ASTM A325N PRIOR TO PLACEMENT OF CONCRETE. DO NOT CORE DRILL THROUGH WALLS NO 5 3- 0/ ai 0 Â· UNLESS OTHERWISE NOTED. FIELD WELDS SHALL BE MADE WITH E70xx ELECTRODES ALL CONDUIT SHALL BE PLACED IN CONCRETE SLABS OR BEAMS UNLESS SPECIFICALLY WELDING SHALL BE IN ACCORDANCE WITH AWS "STRUCTURAL WELDING CODE". LATEST EDITION SHOWN ON THE STRUCTURAL DRAWINGS. O 2. =. 2: Gi AND PERFORMED BY CERTIFIED. LICENSED WELDERS. E WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS. THE LENGTH OF ANY HOOK, 0 ~ ..O â‚¬ 0 < . L.J 0 0 D WELDING ELECTRODES SHALL BE E 70 XX (LOW HYDROGEN) OR BETTER. FOR WELDING SYM80LS IF REQUIRED, IS NOT INCLUDED USE STANDARD 90' BAR HOOK UNLESS NOTED , G I OTHERWISE.. - WITH NO LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT CHANGES IN DIRECTION WELDS NOT OTHERWISE NOTED SHALL BE 1/4" IN SIZE F. PROVIDE HORIZONTAL CONTROL/CONSTRUCTION JOINTS IN SLABS AND VERTICAL CONTROL/CONSTRUCTION JOINTS IN WALLS AS SHOWN ON THE DRAWINGS. ALL --IN <h E ALL STEEL EXPOSED TO WEATHER OR DENOTED ON THE DRAWINGS TO BE GALVANIZED BEAMS. SPANDRELS AND SLA8S SHALL BE CAST MONOUTHICALLY, EXCEPT FOR 1 1 1 1, F. FIELD QUALITY CONTROL: INSPECT IN ACCORDANCE WITH AISC SPECIFICATIONS MATERIALS REQUIRED CONTROL/CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS ENGINEER SHALL BE AWS CERTIFIED AND SHALL VISUALLY INSPECT ALL FIELD WELDED CONTRACTOR SHALL SUBMIT ALTERNATE AND ADDITIONAL CONSTRUCTION JOINT CONNECTIONS (100%) AND VISUALLY INSPECT ALL BOLTED CONNECTIONS (100%) TO LOCATIONS AND DETAILS TO THE A/E FOR APPROVAL PRIOR TO CONSTRUCTION AT ~~,0/~ ASCERTAIN THAT ALL WELOS. BOLTS. NUTS AND REQUIRED WASHERS HAVE BEEN LEAST 48 HOURS SHALL ELAPSE 8ETWEEN CASTING OF ADJOINING UNITS. INSTALLED AND ARE OF PROPER TYPE AND THAT ALL FACING SURFACES HAVE BEEN REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS UNLESS 7 CO r 07 -v BROUGHT INTO SNUG CONTACT. MATERIALS ENGINEER SHALL INSPECT 10% OF THE BOLTS DETAILED OTHERWISE ON THE DRAWINGS SUBMIT ALL CONSTRUCTION JOINT (MINIMUM OF 2) IN EACH HIGH STRENGTH BOLTED AND SLIP CRITICAL (SC) LOCATIONS WITH THE REINFORCING STEEL SHOP DRAWINGS CONNECTIONS. PROVIDE 10% MAGNETIC PARTICLE TESTING OF ALL PENETRATION WELDS G. THE CONTRACTOR SHALL PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CORNERS OF - - AND MOMENT FRAME CONNECTIONS. COLUMNS, BEAMS AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. MINIMUM CLEARANCES FOR REINFORCING STEEL SHALL CONFORM WITH THE TYPICAL REINFORCING BAR CLEARANCE TABLE. H THE HARDENED CONCRETE OF CONSTRUCTION JOINTS SHALL BE THOROUGHLY COATED WITH A BONDING AGENT (SIKA ARMATEC 110 OR EQUAL). 1. WELDING OF REINFORCING STEEL IS NOT PERMITTED. 19_ J - 1- 1 11 0 J COMPLY WITH THE ARCHITECTURAL DRAWINGS F OR LOCATION AND EXTENT OF EXISTING ROOF FRAMING KEY PLAN m SPECIAL FINISHES OR TREATMENTS TO EXPOSED CONCRETE 419/ K REINFORCING BAR LAP SPLICES AND ANCHORAGE LENGTHS SHALL CONFORM WITH t ACI FOR MINIMUM LAP SPLICE AND ANCHORAGE DIMENSION ~ NOTESÂ· Z - 1- VERIFY ALL SECTION CUTS WITH ARCHITECTURAL DRAWINGS Â¤ R. icled ftÂ¢ir ' M../.r 2- EXISTING FRAMING SHOWN IS ASSUMED ESTIMATE, c â€ž1.rÂ»dâ€žOâ€žle I...ulting, LLC CONTRACTOR SHALL VERIFY EXISTING FRAMING IN THE FIELD PRIOR TO STARTING WORK n./1,1~1/ lidie ./11/,11* L~~i|e EnIUM O linpli.liw ili .1.1,Mill'K ,%'1111 'he i,6,1...lilifili, .le, f.. E.ic. P.,1. Ail..i.,6. Ni. i.Ii.,iâ€že I 005-0173 00 0 M. i.f i Ic,miÂ¢ 1-edâ€¢,i *~ - i# Il rh~. **l il & 1 11,~ bt 1.# c[~ â€¢,1 Ile tn' k,I./Ln~| il' ./ 1,~|~Ill.I i./.tiltlâ€ž~6././.ril NIT 'Sl.0 18. Gll R..Iner '19 27 2(DIR AFCOM PROjECT No 60531369 SIN 3,41,03 1N3MlHVd30 0/,01,/8-v iN3 ri]N3r,Â¥ LUro/1 i I u,103 0-loos.rl NVAw/Â·C]Ull pdZ'/04/ eyÂ£ peo ' 3 3% 0N3931 19 531 ON 1921 1098'â‚¬8%:t:-2 0%981:7 Â£Â£6 4 ,~DJP @5 2 tue p t~m N d @01 L L 0 u 14 "doj #0 "3' ~V'V~V~V~VYVV~V~V~V~V~V~V~V~V~V~V VVvvv V~~V.-V~V~V~.Yl INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO Ex ISTING CONDITIONS IS 8ASED ON LIMITED AVAILABLE REFERENCE DOCUMENTS THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTiNG DIMENSIONS AND ELEMENTS AND IMMEDIATELY REPORT TO AND AWAIT DIRECTION FROM THE ENGINEER OF RECORD AND/OR URS CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS IS DISCOVERED THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITH INFORMATION ABOUT THE EXISTING BUILDING PROVIDED BY OTHERS. NO STRUCTURAL INVESTÂ¢GATION OF THE EXISTING BUILDING WAS UNDERTAKEN. IF THE CONTRACTOR DISCOVERS EXISTÂ¢NG CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE DOCUMENTS, HE SHALL NOTIFY URS CORPORATION IMMEDIATELY FOR GUIDANCE ON THE NECESSARY CHANGES TO BE MADE UILT-UP HÂ¢GH PARAPET W/ 005162-54 LG STUS @ 16" OC W/ CONTTRACK TOP & BOT A ADD BRACE @ 16" OC SCREW ~S;621-~9*GU WYCONT \~.Â· 3'-4" WAX ~ 10///- FOR FINISH SEE -)5" (MINI) SHEATHING W/ #10 TEK SCREWS O 6" OC AT PANEL EDGES AND , TO. PARAFED, TO FRMG BELOW W/(4)#10 TEK SCREWS @ 24" OC ARCH DWG TRACK AT NEW STUD AND EXIST . @ 12" OC AT INTERMEDIATE SUPPORTS TRUSS ATTCH W/ MIN. (2)#10 r-\-1,6 /-(6)#10 TEK SCREWS SEE ARCH rble'I 3'-0" â€ž TEK SCREWS AND HS CLIP ~ AT EA STUD ./ -6005162-54 LE GA MAX SIMPSON H6 CONN AT EA ---n JST. 0 12" 00 W// CONT SIMPSON H6 CONN. AT EAr-n ./1/ / ,=6005162-54 LT. GA END OF JOISTS TYP TRACK AT NEW STUD AND EXIST ,~ T O. PARAPE~ END OF JOISTS TYP _,bi-_,Â·' ~ STUD 0 12" OC W/ CONT TRUSS ATTCH W/ MIN. (2)#10 SEE ARCH DHe 9 CONT. 600T150-54 W/#10- 1 .Â·1 TRACK TOP AND BOT CONT 600T150-54 BENT - 4 TEK SCREWS AND H6 CLIP 0 8"OC TEK SCREWS TO STUD * 12" OC */ CONT w W/#10 @ 8"OC TEK SCREWS BY EXIST TOP PLATE TO EXIST TOP PLATE / 11 ,-600S 162-54 LG STUDS D--4005162-54 LT GA ~ 012" OC, USE (2) STUDS O CANOPY SIMPSON L30 Cup - CONN LOC'S (TYP). ATTACH NEW STUD SIMPSON LJO CLIP '1 TRACK TOP AND BOT. ATTACH TO EXIST OVERHANG W/ (6) #10 TEK SCREWS I TO EXIST TRUSS WHERE OCCURS , Â· i> 1 EXISTING TOP TRACK ~Â·/C Â· W/MIN (4)#10 TEK SCREWS AT AfiN -7-7 X Ck: TO REMAIN(V I.F) , EA INTERSECTION. TYP. EXISTING TOP TRACK - ~-41: : F-YS" (MIN) SHEATHING W,/ #10 EXIST. TRUSS TO REMAIN ~ ~ TO REMAIN(V. 1.F) , / TEK SCREWS @ 6" OC AT PANEL;j) EDGES AND 0 12" OC AT h ~-3-#10 TEK SCREWS , . #22...22OA A ~ ~ ~, ~ INTERMEDIATE SUPPORTS o EXIST. TRUSS TO REMAIN 4 EXIST SHEATHING . 2. Â«1 1 ON - TO REMAIN 1--L-4X 4)04" X 5'-0" 10 A:Â·Â·-- 1 IFM /0 . r-'. n r i ,/ O EA CANOPY CONN EXIST SHEATHING . 1 *,h TO REMAIN (4)#10 TEK SCREWS @ EACH /-18 GA CLIP ATTACHED W/ It 3 c a -1 Eli -: > , !:Â·, -~5- j / -PORTION OF EXISTING $ . ~ *.2 W EXIST. ROOF CONSTR 2 / / TRUSS TO BE REMOVED EXIST. ROOF CONSTR rj STUD TO REMAIN ~ TRUSS TO BE REMOVED SEE ARCH DRAWING TO REMAIN r-PORTION OF EXISTING 4 -, ,<: SIMPSON H 6 CLIP ---- EXIST. ROOF STRC. --=-77Â·-Â·~ : . 1~-- ~ .~--SIMPSON H6 CLIP EXIST. ROOF 47=24 EA STUD AND EXIST NAILER SEE ARCH DRAWING TO REMAIN .- - 2 30 EA STUD AND EXIST NAILERS EXIST. ROOF e.0 TRACK ~ JOISTS TO REMAIN 8.0. TRACK ~ C JOISTS TO REMAIN 77-27'37- 7 In - â€¢ E, ~ --CONT TRACK 600T200-54 T&8 * 0 ATTACH NEW LG TRACK TO EXIST - 1 -- -- NAILER W/(2) ROWS OF #10 TEK CONT TRACK SO0T200-54 7&8 8 0 12" OC : \ Lae - ATTACH NEW LG TRACK TO EXIST ~ NAILER W/(2) ROWS OF #10 TEK 8 O 12" OC O L4 TO 35" GAP =b30 \ NEW NO CANOPY : 14 STUD )61 .%1 @SIM. 1 1 8/CANOPY * 6- 16 GA. CONT TRACK W/ : M. ~_16 CA. CLIP ANGLE W/4-#10 T&B TYP ELEV 9'-0" 2-@10 TEK SCREWS @ 12" TEK SCREWS INTO EA STUDS % a FA-Â·Â·Â· =.tuÂ·nunv -*~ O.C. INTO STEEL BEAM ~\~ AND HSS BEAM mp PRE-FABRICATED TRELLIS BY =L EXIST. STEEL BEAM CONT. 3X8 BLKG OTHERS. SEE ARCH DWGS. (VIF) - TO REMAIN W/ SIMPSON A34 ATTACH AS PER MANUF. JU a T&) INTO EA STUD ' RECOMMENDATIONS 16" CLIP CONNECTOR */ / i , -1 2 VERT. SLOTTED HOLES - E J 2- 37 (MIN.) SHEATHING W/ #10 TEKS @6"O.C TO CONT TRACK 2 ~ - AND 0 12-0.C. TO JST - 1 - M ALL FASTENERS ARE SELF DRILLING SCREWS BY I HILTi OR SIMPSON I == 54- /Th SECTION 1. C *685 Mit,/ SCALE 3/4' = 1'-0 O ... 11 0 0 1 2 3 600S 162-54 METAL STUDS 0 16"0.C 4" 16 GA. METAL JOISTS @ Â¤ F O U 1,, -48"0.C. VERT. W/4-#lo c Z~~~2' TEK SCREWS INTO EA STUD REMOVE EXIST. TRACK AND ATTACH - 20.8 O Â® O STUD TO EXIST. STUD W,/ 2-#10 50 2 : SCREWS @ 6"0.C. - t-1 1 r..1< 1 . 0 - 4" 16 GA. CONT TRACK W/ . I EXIST. 6" TRACK TO REMAIN - 3/8"0 HILTI KWIK HUS EZ 31 12 J W . j..11 BOLTS 0 9-0.C. W/2 Â¥ MIN . I. EMBED . 2% I EXIST. FON WALL - TO REMAIN /31 SECTION Ren iewed hir C limpliance Â£S2.0 j SCALE .-I {,iliâ€¢radi,C,/e{,in//Ilin' I.Lt 0 1 2 3' ..2..pul.|Bli.:,ITI......LI: ./ E 4,~,Â¢11* ,~f J pel- Wi. Â¢hÂ¢ r~% 1- i.f thM .rl .k-il..N.Il i.. I. ...11.-1â€¢. Ip~mi'lil Â·I '1,]Im~I~,f I-.I.,1.4 0/ 005-017300 0 lillii,i.4'.Ill/*.,I ,/+IP& ~|1-,Le,o~Iri~~ikflili 1 S2.0 M WRi.Mwh impal AECOM PROJECT No 60531369 18 NOUd IW OS30 ..8 00 billd S 31S 3 3AV NOSd~'IOH1 DIS ~0% ..-soo SiNJ-03 1N3â€¢18Â¥d30 ON,01,AE-Â¥ iN],NONJrlÂ¥ Z JU)/LI uloo dboownÂ·/Mvâ€¢# di,41 Flmip F I, ~Dabd '*4;OUD UD ~sne, ~0, Slu@nUnOOp ;JDJWOO '11 SS~00Â¥ 31!S I /S gauueid - siaeu,Due - s p PI.P.e .T . d'J J paido. ag - 1 4,ado, . 03/3.A" NOIHIWOS 30 L098 Â£88 â‚¬L6 xei 0699 â‚¬88'Â£26 aw swinbaJ pafoid Jet,ou o lidwoll Jo ..Ull' J S~ul.â€¢tup @Sal# Lt/tz//L~ LOE @;Ins lawls peOJ8 99EL , ded 1@,11, swau~ 986Â£-CLOZO FN 'uou!10 as' 0.9 Jawl D ./.'p o /0 an Jo aile;Ins '011 03ASSI 3/ 0N3931 9 S 310N 1V@3N39 GJ~~D @20 @nss; s'i r~111 uoi,unfue' u ,0 /0,/npold// sleaul/~/up/D /7 /!40.1/ pas/@/11 Xi ado,d / 5/11/P ./. 'now@ U.,O/1 Ji'!IOOJ 80lb!31)(3 9 1 3800 0 7. dan LLOE 6' MAX (VIF) 6' MAX (VIF) 6' MAX (VIF) f f t, CUT EXISTING COL BELOW / \ f \ W8 BEAM V.I.F. SHORE /- h / C HSS 6X6)(% POST W/ BASE L4x4*5/16 EXIST CONSTRUCTION L4*4*5/163 , - , 0--- 1 > _ BEFORE CUTTING THE COL :1 / / W 0 0 1 I.--/ Z: Url Â£ 1 EXIST - - 0 L4)(4)(5/16 6 5 0 $.. r PLATE TYP. (2 LOC'S.) --\~~~~~~~tz~~~ ~ * 0 1/4 K / FOUNDATION ~ L ~ 22 .0 . . - :3 - : 31 J a /1 6 ---- -U Z . / t:12 82 -1 0 / 1 M \ 0 + \ u \/ 9 - 4 ' y /1 :8 +big 3 FIIIJ J - W& W -i246 , a 41 + / 1 +U < 47/ W I 10 # S \ly . W iD x / 7 - 1 41 / O5 -: . 9---6- E V tw \ NX \ 1 (-1 1 . W8X24 -1 4--71 c 0 EQ 6 1 ED ' 4 1 W 1 7 9 --Arr-. 7 1 4 L . .-1-/ d: 1 11 N 4 - 1 4{41 1 1 71 i 0 6 - - 6"- 16GA. MIETAL CSJ STUDS -2// .U, 0 0 k.-LL// 1 1. . . .A - , 1 , '234 /4 1 t 0 16- 0-C. PROVIDE U-CHANNEL 4 ' ' BRIDGING PER MANUFACTURER'S ~/ ~ ~ / L4 TO HSS . RECOMMENDATIONS S L - I CLOUMN 1 1 INP ~ ~-8005200-68 2 *---- -- - 6" JOIST (ROOF- LEVEL) - BOX HEADER I O. 016" 0-C TIE TO EXIST TRUSS 5" CONCRETE SLAB W/ FIBERMESH OR - 419/ (SEE 3/Slo) 4'-0"(MAX) 6x6-Wl 4xW1.4 WWF OVER 6- CONIPACTED I 6Â¥ GRANULAR BASE COURSE. T/SLAB O El. O.-0- PROVIDE 10 MIL VAPOR BARRIER UNDER,Â· : UÂ·* Â·Â·NA '' SLAB SEE ARCH. DWGS, FOR DETAILS SEE 7'-7 1/2"(COORDINATE~ W/ ARCH.DWGS.) 7'-7 1/2"(SFE ARCH,DWGS.) .. SOILS REPORT FOR ADDITIONAL INFORMATION. METAL TRELLIS SYSTEM BY - OTHERS SEE ARCH DRAWINGS /Zi , 4%9, rih PARTIAL FOUNDATION PLAN 419,/ S' ALE 34=1-0 /23 PARTIAL ROOF PLAN 0 1 2 3 \413/ SCALE: 3/4" = 1Â·-0 CONCENTRATED LOAD 0 1 3 /1 / L< TO EXIST NOTES NOTE: VERIFY EXIST COLUMNS A -794 \\ N'\ JOIST TYP 1, TOP OF CONCRETE SLAB ON GRADE TO MATCH EXISTING. PLACE AT 6'-0" MAX -M-L 2 TOP OF FOUNDATION WALL TO MATCH EXISTING. :06 3. A PREVENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL FOOTING AND -1-K--1~[r~~Â¥77 , 'U SLAB ON GRADE BEARING MATERIAL PRIOR TO PLACEMENT OF CONCRETE. -'2 Z \1--1 l# --U 9,2 5 tifft â‚¬ ./6 - O - INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO EXISTING CONDITIONS IS BASED ON LIMITED AVAILABLE REFERENCE DOCUMENTS THE CONTRACTOR SHALL FIELD VERIFY All EXISTING DIMENSIONS AND ELEMENTS AND IMMEDIATELY REPORT TO AND AWAIT DIRECTION FROM THE ENGINEER OF RECORD AND/OR URS CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS IS DISCOVERED THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITH INFORMATION ABOUT THE EXISTING BUILDING PROVIDED BY OTHERS. NO STRUCTURAL -1 .52 INVESTIGATION OF THE EXISTING BUILDING WAS UNDERTAKEN. LF THE CONTRACTOR DSCOVERS EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE DOCUMENTS, HE SHALL NOTIFY C.L. COLUMN & PLATE - ~4_FIELD INSTALLED L2.2*1/4 - W IRS CORPORATION IMMEDIATELY FOR GUIDANCE ON THE NECESSARY CHANGES TO 8E MADE @l4 LOCATION CNI - 0 /. \ ' /33 JOIST DETAIL @ POINT LOADS 0 :: 21 EXIST. . NEW, , TO rNEW FDN ~ 1 ~LI HSS COLUMN 0 53.8-~7 NOT TO SCALE . 2,8306. \ REMAIN ~ / \ \ - YE| 1 |7Y 6005200-54 LT. METAL CSJ STUDS @ e ' a ROUGHEN THE SURFACE. / j ___ CIL I 'r CLEAN AND REMOVE ALL 1" BASE PLATE \ -16" 0.C. PROVIDE U-CHANNEL BRIDGING ~ ..03 & 8 14., d , 4 'DIRTS. APPLY SIKA LATEX / - 0 ' U E | | | TY~ 5/16 L/ < CO~ TO PLATE ~ PER MANUFACTURER'S RECOMMENDATIONS : g 3/0\ 4Â» BONDING AGENT TO EXIST. , f>~ .: SURFACE I WASHERS AT ALL ANCHOR ~~7~~ .a :.?.5 P ~" Â· 7 Â· 1-#4Xt-0" DWLS I ~- '. BOLTS r -UNISTRUT "P1000SL" 5'-0" CHANNEL O Â®00 4 . ~14==4,7 EXIST. FON--/ / 32" 0.0. W/ 3-3/8 BOLTS TO REMAIN Â· ' .// W/4" MIN EMBED | 11/2" NON-SHRINK 2 1 j'ti z , #4@18"OC SLAB DWLS _..1 _ 1/4"*3"*3" STEEL PLATE n / & EPOXY GROUTED W/ 1~ NON-METTALLIC GROUT 1 1 *7 # , W/4 MIN EMBED FEXTERIOR FINISH SEE .a /1 SIMPSON SET XP t:{ 13 - . .' i . INTO EXIST FON. # / W// SIMPSON SET XP ARCH DRAWINGS N - 2: A . . \ 0*0900*. 2.9 0 INTO EXIST FDN. 22 0 1 22 0 3:.4 \ CONT. 600T200-54 T&B TRACK. - '' > ~ ~ ~-O BOTTOM W/ 1/20'0 (MIN. . cl w o I 1- -C=- C= 3 < Â· S 7~' 4 MIN / EMBED. =4 1/21 SIMPSON 2. I w .0 . \ / 'TITEN HD' ANCHOR @32" O.C (2) #4X2 SIMPSON SET-xe EPMâ‚¬r - 1 ~ , W/4" MINI-~OMBED~~1 ' / EPOXY GROUTED W/ SIMPSON 0 ' , I -Qi' -1 -#4 CONT. SET XP INTO EXIST FON. -- 0 t___ t - I 121' FND ----/. .//.1. 6 --ClÂ» i 2-#4 TkB. CONT. /41 SECTION CONC. WALL (VIF) 1 ~*~~,0/ SCALE 3/4 Â· = 1Â·-0. - 5 -#4212'-0 0 1 2 3 C L COLUMN & PLATE - it Il . 018"OC DWLS 6. 6 6 / COL TO HSS COLUM 5/16 L ' \ BASE PLATE .t--Hmec 1 . .Â· 125 1'- 10 -rM[ 0---6 EXISTING FOUNDATION 4- COMPACTED a ~ N 949.7 iÂ«Pcl WALL TO REMAIN (VIF) GRANULAR BASE Â· ' 0 W : \1 COURSE. ..,6- ---.7 (1 05 0 _.1 1' BASE PLATE ~1'-4 ~ - ANCHO-RIRODS.GOEBED W/ ~~ 5 - 4 2-#5 BOT. -~ 2'-0" , CONT , . Re, irned f,ir{,impli~nuÂ· thi- % 0 U 1 0 C â€¢ilâ€¢â€¢radi, 4 i,de , â€¢inNultins LLC - EPOXY INTO EXIST. F[N ./* 'ill' Ii. Â¢ I.li~ rl iÂ¢~.lil I'l I ./ E ZO O 5 WALL ri'/1,Â¢ iii l-Â£1,n,C wil|1 r.,~i..... SECTION Y-Y BASE PLATE 005-0173 00 0 11/1./.mb-Infll' W . I-Ined M . /33 SECTION ~pen~,I I {,M,mii,1.4 =9Â·.i~,Ul,~,i~,f Nn i.i//1.1.1/â€¢I:Il.i â€¢,â€¢if 'niuâ€¢h. de, Â£.f'#d,w :S3.0 Mi.2,0/ SCALE 3/4" = 1-or - 0 1 2 3 131 011 Rm,miller 1}9 27 20111 r AECOM PROJECT No 60531369 21 *8 NOUdIMOS](] 3190 A38 8&/EL/60 08 03 >184d S31S 3 3/,Â¥ NOSdt'(OH1 OIS ~05 1 ral-goo Si N 3'010)3 OlliONÂ¥1 - 1 1 N3I0N]AÂ¥ Fl/21/60 0 3 1098 â‚¬99 Â£26 xei 0698 688 EZ6 4 Sâ€ž'7 4Â°0'Â°'gd J@4)ouo SIN 3,4â€¢00 /3/18Â¥d30 ONIOURB-Â¥ LN30,ON3* LI/Â£0,1 v UlooÂ·dic}OsmÂ·N-m dull pIMMO wu Si 1â€ž10'd J04;00~suo do, ...niop ..'uo) .1 ..00' Jill siauueld - S-le@U16 uoilelodloo MOIM31)(3 LOE 01!ns Lleeil e038 99 - "',"'.1~ .~.~ ~=-~ ~ ISL: Ilâ„¢ 47.,1 -031 *8 03~Vd.d Oj 038Â¥raad I uononpoldal siaaull u I i /1 p 0,1 41/doid #0 S/1,AJ.@9 886Â£ EL a~un '444 # uouou the confide./1 Ind proprietory D O 'Ul'lip D 00 @ h. 7& 7 030' 0N3931 19 S310N 31Â¥0 3/SSI 913 1SI)<3 , isoad Â·XVIN M0138 38 11Â¢HS E N0!ld 8DS30 600 00-54 CONT ACK A ACH 6005162-54 LT. GA JST @- 12" OC W/ CONT TRACK AT TO BOTH STUDS W/ (1)-#10 TEK SCREWS ON EACH FLANGE OF STUD NEW STUD AND EXIST TRUSS ATTCH W/ MIN. (2)#10 TEK & BOT OF JOIST W/ (2)-#10 TEK INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO SCREWS @ 12" O.C.. BUILT-UP HIGH PARAPET W/ EXISTING CONDITIONS IS BASED ON LIMITED AVAILABLE REFERENCE SCREWS AND H2 5 CLIP 6005162-54 LG STUD 0 16" OC DOCUMENTS THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 6-0" MAX , W/ CONT TRACK TOP & BOT DIMENSIONS AND ELEMENTS AND IMMEDIATELY REPORT TO AND ' - 600T200-54 CONT. TRACK AWAIT DIRECTION FROM THE ENGINEER OF RECORD AND/OR URS Â¥ (MIN.) SHEATHING W/ ATTACH EACH FLANGE OF ADD BRACE @ 12" OC SCREW CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTRACT #10 TEKS @6"0.C. TO - SLOPE / SEE_ARCH JOIST W/ (2)-#10 TEK TO FRMG BELOW W/(4)#10 DOCUMENTS AND THE EXISTING CONDITIONS 15 DISCOVERED CONT TRACK AND O ,~ SCREWS O 12" 0-C TEK SCREWS @ 24" OC THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITH 12-0.C. TO JST ' r INFORMATION ABOUT THE EXISTING BUILDING PROVIDED BY r 3-4" J OTHERS NO STRUCTURAL INVESTIGATION OF THE EXISTING -1-73 ~ t, - ~ 600S1 62-54 LT GA - â€¢ ~ -FOR FINISH SEE BUILDING WAS UNDERTAKEN IF THE CONTRACTOR DISCOVERS :-d JST. 0 12" 00 9// CONT \~ ~ ARCH DWG T.O. PARAPE EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE SIMPSON H25 CONN. AT/1-- i 6005162-54 LG STUDS (ALIGN 0 TRACK AT NEW STUD AND EXIST \. DOCUMENTS, HE SHALL NOTIFY URS CORPORATION IMMEDIATELY EA END OF JOISTS TYP. 6/1 TRUSS ATTCH W/ MIN (2)#10 \ INSTALLATION) 012" OC. ATTACH ~ nif<73~ SCREWS SEE ARCH 8, FOR GUIDANCE ON THE NECESSARY CHANGES TO BE MADE 80TH STUDS DURING w 133033 ~-6005200-54 LT GA W/#10 @12"OC TEK _______ OCCURS W/MIN (4)#10 TEK SCREWS CONT. 600T 150-54 - NEW STUD TO EXIST TRUSS WHERE ENDOF JOISTS TYP. /VÂ« / STUD 0 12" OC W/ CONT SCREWS TO EXIST .... TRACK TOP AND BOT. TOP TRACK 1 CONT, 600T150-54 W/#10---r - f--600S 162- 54 LG JOISTS ~~ITCOJEXPL#~REWS To -sru01@2 -12" OC ~/ CONT ...hk SPACING W/ NEW STUDS) / 1 -, '4 1 - ~ (MATCH LOCATION & TRACK TOP AND BOT. / / ATTACH TO EA. STUD (BACK ; ATTACH TO EXIST OVERHANG SIMPSON L30 CLIP ~ 1/ ~:~1, W/ (5) #10 TEK SCREWS PORTION OF EXIST . r e Â· Â· Â· TO BACK) W/MIN (4)#10 TEK -1 21\ 1. 11 SCREWS . P xi COL TO REMAIN Al- 1 W I - - - \4* Ph\ 1 -36" (MIN) SHEATHING W' #10 TEK SCREWS @6"OCAT PANEL VI ~__-- ~~~4-:1 - ~ -f-If~ ~ AROUND THE NEW / EDGES AND @ 12" OC AT k INTERMEDIATE SUPPORTS EXIST. TRUSS TO REMAIN-, FRAMING EXIST SHEATHING . -- 18 CA CLIP ATTACHED W/ TO REMAIN (4)#10 TEK SCREWS @ EACH l . EXIST. ROOF CONSTR - - STUD --- 1 TO REMAIN 4 1 1 r. . * 1 N 3 -1 <-1 I r-=PORTION OF EXISTING ~ j* 4 / 11~ | \ - . ~ ~ TRUSS TO BE REMOVED ~ \Jc 0 \ i '. SEE ARCH DRAWING / I b. - Â· 4 \ SHORE EXIST JOIST & - C b / EXIST. ROOF JOISTS TO REMAIN ROOF BEFORE REMOVAL .. 8.0 TRACI ~ 1 OF EXISTING COLUMNS i -SIMPSON H6 CLIP ~ L4)(4 ./ 1, ' O EA STUD AND EXIST NAILERS TO EX. /3/16 V , \ ANGLE 1 /: f li JST /// ~i ~ --73 KICKER \ 42 2 PORTION OF EXISTING Sfrn '57Â·4 Â·Â·N- '1 PORTION OF EXIST COL:-n TO L4 / 1/4 V O /1 1 TRUSS TO BE REMOVED TO REMAIN (VIF) 4 L4X 4 KICKER 1 SEE ARCH DRAWING SUPPORT OVER W8 (SEE PLAN) , -C-- A-----1- - 3 #,4 futri & 1 BEAM -TYP. - ~ / 0 0 ATTACH BOTH MEMBERS . | PRE-FABRICATED CANOPY 9X9Xt/2" TOP PLATE AT- /' NEW STL BEAM / W/ (4)-#10 TEK SCREWS i & CONNECTION BY OTHERS EXIST COL LOCATIONS \ r------------1 SEE PART PLAN ~ (NOTCH IF REQUIRED FOR z ENGINEERING DESIGN OF CANOPY TYP VERIFY EXIST COLUMN \ 8" (VIF) / THE CONNECTION) m c \ IS NOT PART OF THESE DESIGN SIZE PRIOR TO FABRICATION ' PORTION OF EXIST. 600T200-54 CONT TRACK o COL. TO BE CUT ATTACH TO STUD Wj * \ DWGS AND SHALL BE PROVIDED 0 TOP PL TO (1)-#10 TEK SCREWS ON EXÂ¢ST. STEEL BEAM BY OTHERS TOP PL x EX. COL TYP BELOW W8 BEAM EACH FLANGE OF STUD & TO ~-(2) 8005200-68 BOX (VIF) - TO REMAIN TO BEAM,>1/4[/ BOXED HEADER W/ (2)-#10 HEADER W/ 12 GA. T& BOT i 1 ~_ (2) 800S200-68 BOX HEADER TEK SCREWS @ 12" 0 C CONT. TRACKS. SEE DTL .:.8- W/ CONT. T&8 12GA. TRACKS. L4X 4 KICKER, 3/S4.0 FOR SUPPORT. 8 m: 3: SEE DTL 3/S 4.0 FOR SUPPORT. SEE PLAN 2 J :t i f *i. 1 i6)(6 16GA CLIP ANGLE 4 F .1 / 1 x6" LONG CONNECT TO 4-4 1 1. 1 / 1 JST W/ (4)-#10 TEK . I. ' M--= ;FWITQ 4 ---4/ SCREWS AND TO STEEL BEAM W/ (2) - SIMPSON 0- KICKER \ STRONG DRIVE U, 11 + r /~ *L011481224-2% SCREWS /33 SECTION I EXISTING STOREFRONT TO PLATE / 1 /4 L ' , b TO REMAIN (V.I.F.) /7$ 0 1 2'3 ~419/ SCALE 3 4 N-----0 L 600S 162-54 LG JST LOCAT;ON AND KICKER WELD TO (2)-3/8" STIFFENER/EACH ~ SIDE @ EA EXIST COL WB BEAM (TYP. 3 LOCATIONS) 0 0 CONT. 400T200-54 T&B TRACK. OF STEEL HEADER TO TRACK - ./-: â€¢ ~-O BOTTOM W/ 1/2"0 (MIN 1 ~ E:... = in\, / EMBED. = 4 1/2") SIMPSON \\ -1.-2 - (2) 6--18GA. CS,I FULL ~ > HEIGHT STUDS / -212929= 'TITEN HD' ANCHOR @32" O.C. ~ 1/4" CAF pLATE 01/ 7&5 Ex IST ROOF ELEVATI*I . 0 0- N u. *.'.Wi':1 R -. %O Wk 2-(2) 6"-18GA. CSI STUDS W/ lilli \.\ SEE ARCH 00*'9 ./ I. . ~ ~ _ _+~ ~ 6"-'8(* TSE TRACK (3. 11 . .U I ~24%31 FROM FDN. TO T/ARCADE. +~+ LEGS). TRACK IS FULL HEIGHT m. .: .0 1 / STUDS ARE FULL HEIGHT T&8 6 ~lit TTPB~ 3/1 6 L 4 < 4 ~~~ OF HEADER 0 | STEEL HEADER SEE j f VT PLAN & SCHEDULE WF BEAM SEEPLAN 111 . . f .3.- 3 FOR LOCATION & Oill SCHEDULE FOR 1 - 1 I 1 K~ 1/8".1'Â·012 DETAILS 1 4 l~~T--Â·1:~~~ #10 SCREWS @ 12" FOR -1% T\it4- TRACK TO STUD ATTACHMENT 1 -7-7 tt~ -~ 1/4 L ~ ~ ~~ L-3/8" THRU PLATE W/ PLATE 1/4"x4 3/4"*0'-LJ 4-3/4"0 A325 BOLTS T&B /3-1 SECTION E To HSS COLUMN SEE PLAN FOR /4-1 ~dul,/ SCALE 3/4.= 1 -0' - COL U.---/ L-LOCATION & SCHEDULE FOR 0 - 3 TYP / DETAILS -1 af /33 SECTION , 5 ~~3~.9/ SCALE 3/4 = 1 -0' (44 TYP. BEAM TO COLUMN CONNECTION 5 0 0 W 0 1 2 3 CNI U O NOT TO SCALE Re.i-,df~,Co-,~i-.I ' olor.,10 '~0*C~-Wling. 1.13 005-017300 0 Ii,lii. . a.*r*/ -Â¥-I h- S4.0 AECOM PROJECT No 60531369 . i il K,iÂ·Â·,mille, I. Z' 2!/ *8 31Â¥0 HGOR 00 ')18Â¥d S 31S3 3AV NOSdrIOH1 DI8 109 ..goo 51/3//40) IN Mlevd30 ON,01,08-Â¥ 1NFI0NJrlÂ¥ ZI/gO/ht V 11100 d.loosin AVV\AY/'dull .Zirt,Â°Â° s' 1-d 1@410- uo as,1. Jo, swalcfp '~DJIUOD . 563800Â¥ 31!5 Ol 31!S 31NI00 08010NÂ¥1 - 0 iN)MONJMÂ¥ 8 ,/2,/60 0 1099 Â£88 0699 Â£88'â‚¬L6 04~ saâ€žnbaJ f s,auueld - sJ@~u,5ua - sloe)14OJe , u. ,[mulpiwo. a. all W./*.s pul sbu,M. p asaii UOUBJO JOO BOI@31)(3 9 L 'Jaails peOJ8 SSEL a,AE> 9 1 11045 puD 3-1-1 Â·vsn s p,Duoop,N 00 NO]ldIHOS30 4 0883& ill 7 I %.21 803 0381Â¥.]ad AE N .1 0/ 13]HS o d ,@440/0 0 adwix' 10 2/u/@pi jol 56"Dip @5@ ic, u p d'/ J "aau,6"uP>/0 sl/@;140/0 pes i i o d r. :6Â° 2.9Â°7':~:"r r,;,c.:2' 71. f ' 03.. 1 ON3931 9 S 310N ;uaftoj; 0 41 UO'}m,n a~~ iÂ»-22 -fi SSUE DATE 0 2 dMIN LL rm-1 - 200 /1 L nrazzlri 1 12-0 1 I400 94 ".uÂ·' d fC' 11 WOMEN'S 0 142 11 1 1 -r 1 1; lEN - VEST]SULE 6253 . 1 --L'=====~ st-1 cs T [014 0-ja[&R e Â® ,o ~ 120 CF).1 2-- m 'E - /0 4 -1Â¤ Ems (OTY. 4) E rm--1 1-771 rEr-1 [-Worl rm--1 rti-1 /-:U [500 CFWI 1900 coll 000 IFÂ¥1 1900 ...1 1500 91 I,20 CF/1 1 12.0 1 1 1 1 4-0 1 1 12-0 1 0 11-13111 021 IllillÂ© W---4 (Q/. 2) 1.-911 I qi]7 ' DE DININC ni'Iiii,inyl ' MEN'S 8- 1 0 1, suppoRT = Ill Ir=11 ..1 I 0 'd==1 1 Pal,L_U , 21.~ rw--1 112 1 11500./ 1 ~ S-2 1 500.ME Â£43*%. SCULLE,1 Pm:.-1 It JUSTOWER 4.-1-/ . #24+ 1,Â¥>....tu 13 61 1% SERVICE ''|1 ZE]7 V. 0.64 pri--k-~ ~ Ir=11 â‚¬fÂ·Â·:,0. *2 c - ; - L_~49 4- -4- U Il) , K~CHEN râ€ž-c..LYI Unl 0 | CREW ROOM I r=== ~ 44 111hpi--k- a OFFICE Ir==11 1 - - En--1 E~Ull J.Ir ~ LJ 1 6--- ; hIr- liwil ---- 217 1 r lib E--Â® ~- --- __-_----- -.- 1 Â· 3 2 ORDER - 1, PRESENIER *37 0 N Irm , -1-4-1 ) VESn.ULT 0 N /AC\ / 1 ,= \ .O E PiEl \ 1-2-1 i 1-m-1 C) 9/@i: (8EL0W COUNC) 1 4580 'Ful LLE--21 .0/ 1 12-0 1 /-/ . D " WJ ... i582 ~ REFLECTED CEILING PLAN ~e 3/16"=1'-0" 3/ I & itia: DRAWING NOTES KEYED NOTES -I E I J 1 ALL DUCTWORK SHALL BE RUN BETWEEN OR THROUGH THE JOISTS UNLESS FOR DIFFUSERS INSTALLED IN DRYWALL CEILINGS. VOLUME DAMPER IS INTEGRAL TO NOTED OTHERWISE DUCTWORK DESIGNATED WITH (B.J ) SHALL BE RUN BELOW ~ DIFFUSER AND ADJUSTABLE AT FACE OF DIFFUSER (SEE NOTE 18 UNDER 2 -6 2 THE JOISTS 'VENTILATION SYSTEMS" ON DRAWING 14.0 AND AIR DEVICE SCHEDULE ON DRAWING . aw 00 MI. 1) TYPICAL. 2 DUCT SIZES SHOWN ARE INTERNAL FREE AREA DIMENSIONS UNLESS NOTED ~-1 SUPPLY DUCT BACK TO RTU, CONTRACTOR TO CONFIRM THE LOCATION Of THE OTHERWISE, LLI ROOF SLAB OPENING 3 ALL SHEET METAL DUCTWORK SHALL BE EXTERNALLY INSULATED INSULATION IS NOT SHOWN FOR CLARITY. SEE MECHANICAL NOTES FOR INSULATION REQUIREMENTS. 017Â«Â«VVÂ«VÂ»vnÂ«vÂ»vÂ»-vn.~, 4. DIFFUSERS IN DINING ROOM ARE SPECIFIC TO THE DECOR PLAN SHOWN. -~ EXTEND REFRIGERANT PIPING AS REQUIRED TO NEW LOCATION OF SOOA TOWE'Z) DIFFERENT CEILING LAYOUTS MAY REQUIRE A DIFFERENT DIFFISER TYPES, ~Â».*k-Z-k.'-W- k-+..WI U Lj k-rk-./1j.t<lk-I k-/4--#I QUANTITIES, LOCATIONS AND FINISHES/COLORS, - CONNECT NEW DUCTWORK TO EXISTING 12X 12 DUCT UP TO EXISTING TOÂ¢LET ~ EXHAUST FAN (EXISTING FAN) 5 CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS IF THERE ISA FIELD ~ CONNECT NEW SUPPLY DUCTWORK TO EXISTING OUCT TEE CONDITION THAT WILL. RESULT IN DEVIATION FROM INITIAL SCOPE OF WORK. THE L-3 ARCHITECT/ENGINEER AND ACM SHALL IMMEDIATELY BE NOTIFIED IN ORDER TO vERIFY IN FED AND DOCUMENT EXISTING CONDITIONS SUCH AS EXISTING DUCT RESOLVE ANY ISSUES N AN EXPED,ENT MANNER. ROUTING AND AIR QUANTITIES AT EACH AIR DEVICE GOING THROUGH SYSTEM IN DINING AREA (TYP ). CONNECT AND ExTEND EXISTING DUCTWORK TO NEW AIR 6 EXISTING AIR DEVICE LOCATIONS AND TOILET EXHAUST FAN LOCATION BASED ON E-1 DEVICES (SEE AIR DEVICE SCHEDULE ON SHEET 64 1) WITHIN NEW DECOR LAYOUT. O EXISTING CONDITION HVAC DRAWINGS BY J J BLANK ENGINEERING. 755 1 ME I NEW AIR DEVICES TO BE LOCATED AS CLOSE AS POSSIBLE TO LOCATION OF (N MADISON, SUITE 201. DENVER. CO 80209,DATED, 2/12/96" (THIS INFORMATION - ExiSTING AIR DEVICES. LOCATIONS AND QUANTITIES OF AIR DEVICES SHOWN ARE CAN BE FOUND ON THE EXISTING MECHANICAL DRAWINGS) APPROXIMATE AND SHOULD BE FIELD VERIFIED. WHERE AIR QUANTITIES NOT SHOWN. EXISTING CONDITIONS FIELD REPORT SHALL BE USED TO BALANCE NEW AIR DEVICES (r (D 7 CONTRACTOR TO TEMPORARILY SEAL SUPPLY AND RETURN AIR DUCT OPENINGS WHEN CONSTRUCTION IS COMPLETE Re,imid fir (,irn,111.- AND COVER ANY MECHANICAL EQUIPMENT ON THE ROOF AT THE START OF C /â€žradi, C â€¢/r C â€¢in,ultin 2. |.|.4 LU CONSTRUCTION. ONCE CONSTRUCTION ENDS CONTRACTOR SHALL REMOVE ANY ~ MOUNT AIR CURTAIN TIGHT TO CEILLING n.% pl......' le, J..ei..... CE o COVERINGS AND SEALS SO START UP PROCEDURES CAN COMMENCE. m..C Ill W.-*Â¢ WI||) it..6,0.1 *I. co~6 ~rE,le. P-1. (*.1 D- 1*.1.1~~~. - 8 : 5 9 - CONTRACTOR TO RELOCATE EXISTING DUCT TAPS SERVING MANAGERS OFFICE AND gr/'i.Â·I. p.Imill-,1 i.' I./I-Â·I.. 8. CONTRACTOR TO CONFIRU CFM RATES ON SiTE [~| CASH WINDOW AND MOVE TO NEW LOCATIONS. EXTEND DUCTWORK AS REQUIRED _,0.Kr-1 L'*d~ AM|| 1.. */* I . AND REBALANCE AIR DEVICES TO CFM SHOWN FIELD VERIFY EXACT LOCATIONS. _ 1 I m I f~, i . .. i l Â· it ~i, i ~.1~-1 ...0 005-017300.0 9 ALL OUCTWORK IN THE DINING AREA REMAINS THE SAME. CONTRACTOR TO IM...LI......I .I/%..I CONFIRM THE LOCATION OF THE AIR TERMINALS. r~,~16,~dâ€¢,4,1~Ii,~~rum 5M1.2 131 {1,1 Rii,Nmiller 119 27 3)1x MECH PLAN AECOM PROJECT No 60531369 18 NOUdIHI)530] 31Â¥0 ABBI ~12'~ 6Ogg Ege â‚¬Â£6 xe# 0698â‚¬88~Â£Â£6 84~ 5@JI a~ } a~id i cue uo @iduloia ic ouu@~ a ~bul /p es@w~ L NOISM,3B N]HOD,>1 - 1 IN3r,0 N3,4Â¥ L,/9~/6 V woo dJoos-In MAAM// d paZIJOMVID lou /1 ~0@[ d J.,4;OUD UO ~~~~~~ Jo; s;u@u~naop ;0[),illoo all' 5532100Â¥ 31IS uolle,od.loo 3 /O j.ss, lis s.teuueld - smeutoue - sioal ~~ ' U.tin p 2 1%~7pd. 'rr CLEN~0921,2 *81 03'3'3 NO]ldl.S . .m./ 1 13 .. HOj 038Â¥d]@d .8 N./UO le@49 L c aid Jaâ€¢ swewn" poiu" @4 004Â©ZIJO4;no ua,~,im si . ible pul sioli , p""1 4.ado,d f se"-85 u ID ./5/4 .I 4, u.i,0 ./00 . I ./. sn s,pleuoCIOIN d K L LOZ s~table th'r i on o /909 00 'illd S31S 3 0 %9*M,8 I 05 WO NOIM31X3 MECHANICAL NOTES LEGEND ABBREVIATIONS = GENERAL: Â® TEMPERATURE SENSOR ACM AREA CONSTRUCTION MANAGER 8 FRYER - 6" W C NATURAL, 14" W C L.P ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES C WATER HEATER - 6" W C NATURAL. 14" W.C. L.P AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 21 ALL ROOFTOP CONDENSING UNITS THAT DISCHARGE HORIZONTALLY SHALL BE 0 HVAC UNT - 6" W C. NATURAL. 14" W C. L.P. ORIENTED SUCH THAT THE DISCHARGE DOES NOT BLOW IN THE DIRECTION OF 2. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR AN OUTDOOR AIR INTAKE 13 IF THE MINIMUM PRESSURES ARE NOT MET. THIS SHALL BE IMMEDIATELY 0 AVERAGING TEMPERATURE SENSOR BJ BELOW JOISTS TO INSTALLATION. REPORTED TO THE MCDONALD'S AREA CONSTRUCTION MANAGER COMMFRCIA KITCHEN FXHAUST SYSTEMS: C02 SENSOR FOR ROOFTOP UNIT 3 ALL MATERIALS. FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE 1. ALL METAL DUCTWORK USED FOR THE CONVEYANCE OF GREASE-LADEN AIR BSI BEVERAGE SYSTEM INSTALLER CONDENSATE PIPING: ~ DEMAND CONTROL VENTILATION WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE STAINLESS STEEL OR 16 1 CONDENSATE PPING SHALL BE GALVANZED STEEL. COPPER OR PVC THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR GAUGE CARBON STEEL (BLACK IRON) IN NEED OF A COPY OF THE MIDONALD'S PROJECT MANUAL SHALL CONTACT 2 PIC PIPE SHALL BE PAINTED WITH WATER BASED LATEX PAINTING TO RESIST ~ HUMIDITY SENSOR DCV DEMAND CONTROL VENTÂ¢LATION THE MIDONALD S AREA CONSTRUCTION MANAGER ANY VARIANCE FROM THE 2. ALL GREASE EXHAUST DUCTWORK JOINITS SHALL BE EITHER TELESCOPING OR DEGRADATION FROM ULTRAVIOLET ExPOSURE BELL TYPE. BUTT-WELDED JOINTS ARE PROHIBITED. Mc DONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER-OF-RECORD 3 PIPE SUPPORTS SHALL BE RPS MODEL PMP-2 OR EQUAL. QUANTITY AS THERMOSTAT E.A EXHAUST AIR 0 3. ALL GREASE EXHAUST DUCTWORK SEAMS AND JOINTS SHALL BE REQUIRED DEPENDANT UPON PIPING MATERIAL CONTINUOUSLY WELDED WATER-TIGHT ON THE EXTERNAL SURFACE OF THE 4 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DUCT SYSTEM ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER 4 PIPING SHALL BE SUPPORTED AS FOLLOWS: SMOKE DETECTOR EC ELECTRICAL CONTRACTOR 1 MATERIAL 1 WAX. HORIZ. SPACING MAX, VERT, SPACING 4. ALL GREASE EXHAUST DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A 5. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK, 1 COPPER PIPE 1 12 FT 10 FT. ASTM E2336 LISTED AND LABELED GREASE DUCT ENCLOSURE SYSTEM. 8\ INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND THE GALVANIZED STEEL I 12 FT 15 n. = EQUIPMENT TAG FAC FIRE ALARM CONTRACTOR 6 PRIOR TO BUILDING TURNOVER. A COMPLETE START-UP. TEST. ADJUST AND MANUFACTURER'S INSTALLATION INSTRUCTIONS IPVC 1 4 rr 15 FT. BALANCE SHALL BE PERFORMED ON ALL MECHANICAL SYSTEMS. THIS WORK SHALL BE PERFORMED BY A CERTIFIED TEST AND BALANCE CONTRACTOR. A rEY--1 DIFFUSER INFORMATION FOB FLAT ON BOTTOM 5. ACCESS PANELS SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION OF THE 5 CONDENSATE PIPING SHALL SLOPE A MINIMUM OF JA- PER FOOT CERTIFIED TEST AND BALANCE CONTRACTOR CAN BE FOUND BY VISITING GREASE EXHAUST DUCTWORK SYSTEM. ACCESS PANELS SHALL BE INSTALLED |1750 CFW| LINE 1 Â· TAG HTTP://WWW AABCHQ COM/DIRECTORY LINE 2 AIRFLOW IN ACCORDANCE WITH THE INSULATION MANUFACTURER'S INSTALLATION 6, CONDENSATE PIPING SHALL BE SIZED BASED ON THE FOLLOWING: HTTPÂ·//WWW NEBB. ORG/DIRECTORY. HTM 1 18.0 1 LINE 3: NECK SIZE FOT FLAT ON TOP Â¢NSTRUCTIONS AND SHALL BE LABELED AS FOLLOWSÂ· "ACCESS PANEL - DO HTTP://WWW.TABBCERTIFIED.ORG/SITE/CONTENT/CONTRACTORS/SEARCH TOTAL TONS SERVED MINIMUM PIPE NOT OBSTRUCT", 8Y PIPE SIZE 7 UPON COMPLETION OF THE PUNCHLIST. THE MECHANICAL CONTRACTOR AND 6, ALL HORIZONTAL GREASE EXHAUST DUCTWORK SHALL BE INSTALLED WITH A <20 TONS %" FPC FIRE PROTECTION CONTRACTOR TEST AND BALANCE CONTRACTOR SHALL SUBMIT REDLINED OR AS-BUILT DRAWINGS ALONG WITH THE TEST AND BALANCE REPORT AND ALL EQUIPMENT MINIMUM 4- PER FOOT SLOPE AND SHALL BE PITCHED 8ACK TOWARD THE >20 TONS. <40 TONS 1 SUPPLY AIR DUCT (VERTICAL) HOOD >40 TONS. <125 TONS 1)5" OPE#AilgA-AbID-MTâ„¢eglE... WAkll.AtICUME... WAQP>L4#-AAS-.... GC GENERAL CONTRACTOR A ~63STRUCTION OINAfER. A ijINIJOM OF TWO ('23 dOPIA SALL -BE 7 UPBLAST KITCHEN EXHAUST FANS SHALL BE LOCATED A MINIMUM OF 6 FT 4 /8,1 PROVIDED. ONE (1) FOR LOCAL BUILDING DIVISION RECORDS AND ONE (1) 1 FROM ANY PARAPET WALL OR ADJACENT STRUCTURE AND SHALL TERMINATE A MINIMUM OF 40 INCHES ABOVE THE FINISHED ROOFING MATERIAL I.D. INSIDE DIMENSION RETURN OR EXHAUST AIR DUCT .. 7 8 ALL PENETRATIONS OF FIRE-RATED WALLS SHALL BE FIRESTOPPED WITH AN REFRIGFRANT PIPING. (VERTICAL) APPROVED AND LISTED FIRESTOPPING SYSTEM 1. ALL REFRIGERATION WORK SHALL BE PERFORMED BY A CERTIFIED KEÂ¢ KITCHEN EQUIPMENT INSTALLER REFRIGERATION CONTRACTOR VENTILATION SYSTEMS. 1 ALL SHEET METAL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN 2. ALL REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TUBING OF rfPE L IN 9.0 0-2 .. ACCORDANCE WITH LOCAL CODES AND SMACNA STANDARDS ACCORDANCE WITH ASTM 8 88 AND ALL JOINTS SHALL BE Â® ROUND DUCT (VERTICAL) KES KITCHEN EQUIPMENT SUPPLIER 941, i 2 ~~L~ D~UC.T'i~)~K F~~EN~~1~ A~~ ~NAL- FREE AREA DIMENSIONS AND SIZED 3 ALL REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH A MINIMUM 1" ~ STEADY-STATE SPEED CONTROLLER M.A. (S) MIXED AIR - SUMMER 0~ 0 FOAM PIPE INSULATION4 PIPE INSULATION INSTALLED OUTDOORS SHALL BE PROTECTED WITH AN APPROVED WEATHERPROOFING MATERIAL. 3 ALL SHEET METAL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA TABLES FOR 2- W. C. AND SHALL BE SUPPORTED WITH AN APPROVED 4. ALL SUSPENDED REFRIGERANT PIPING SHALL BE SUPPORTED AS FOLLOWS: PLAQUE DIFFUSER (SHADED AREA MA. (W) MIXED Ati - WINTER HANGER AT INTERVALS NOT EXCEEDING 10 FU YE MATERIAL MAX. HORIZ. SPACING MAX vERT SPACING DESIGNATES BLANK-OFF PANEL 4 ALL DUCT DROPS INTO THE BUILDING SHALL BE INSTALLED WITH FLEXIBLE COPPER TUBING &14" 6 FT. 10 FT. LOCATION) U MC MECHANICAL CONTRACTOR CONNECTIONS TO ISOLATE THE DUCTWORK SYSTEM FROM NOISE AND COPPER TUBING 213 10 Fl- 10 FT. VIBRATION FLEXIBLE CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH ~ UL 181 AND LISTED AS CLASS 0 OR CLASS 1 5. ALL REFRIGERANT PIPING SHALL BE SIZED PER EQUIPMENT MANUFACTURER'S O.A. OUTDOOR AIR RECOMMENDATIONS. - *6 5 ALL DUCT DROPS INTO THE BUILDING SHALL BE OFFSET AS NECESSARY TO 1 LINEAR SLOT DIFFUSER ALLOW FOR THE CLEAR INSTALLATION OF THE EXTERNAL DUCTWORK 6 PRE-CHARGED LINESETS ARE NOT PERMITTED AS LINES WILL MOST LIKELY 00 OUTSIDE DIMENSION 9 CD ci INSULATION NEED TO BE CUT TO FIT THE APPLICATION AND REFRIGERANT WILL NEED TO 9%% BE RECLAIMED. 0-t 6 ALL DUCTWORK BRANCHES SHALL BE SUPPLIED WITH A VOLUME DAMPER FOR .-0- 0/0 OWNER/OPERATOR .00: . BALANCING. VOLUME DAMPER SHALL HAVE A 2" OFFSET TO ACCOMMODATE 7 ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE . 7 00 EXTERNAL INSULATION. HANGERS PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR LOUVERED FACE DIFFUSER Ul oz 8 EQUAL. PC PLUMBING CONTRACTOR 9,Â£312. m .Maa c-2 7 TAKE-OFFS FROM RECTANGULAR TO ROUND DUCT SHALL 8E DUCTUATE STRAIGHT-SIDED OR CENTER HIGH-EFFICIENCY TAKE-OFFS WITH A 2- DAMPER 8. ALL REFREGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS - & EN O 1- STAND-OFF TO ACCOMMODATE FOR EXTERNAL INSULATION. PRIOR TO START-UP. ALL LEAKS SHALL BE REMEDIED PRIOR TO BUILDING TURNOVER RA RETURN AIR 8 ALL DUCTWORK JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS SHALL 8E SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), TAPES. ETC, ALL CO? DFTECTION FOILPMENT CEILING-MOUNTED EXHAUST fAN SEALANT MATERIALS SHALL BE LISTED IN ACCORDANCE WITH UL t 81A OR 1. THE C02 DETECTOR SHALL BE HARD-WIRED TO PREVENT TAMPERING ANO RC REFRIGERATION CONTRACTOR 1818. SHALL BE INSTALLED AT 12" A.F.F WITHIN A 5 n. RADIUS OF THE (02 STORAGE TANKS i 8 #11:ge 9 ALL SUPPLY AND RETURN SHEET METAL DUCTWORK LOCATED WITHIN THE SPIN-IN COLLAR WITH VOLUME S.A. SUPPLY AIR CEILING SPACE SHALL BE EXTERNALLY INSULATED. INSULATION SHALL BE 2- 2. ONE (1) AUDIBLE AND ONE (1) VISUAL ALARM SHALL BE INSTALLED A DAMPER 3 J .:/:2. : THICK MICROUTE XG-100 Err JOHNS MANVILLE OR EQUAL. MINIMUM OF 7 FT. A.F F IN PLAIN SIGHT IN THE SAME ROOM AS THE (02 : - . -- - STORAGE TANKS, ED VOLUME DAMPER S.P. STATIC PRESSURE - < i /6 - 10 ALL SUPPLY AND RETURN SHEET METAL DUCTWORK LOCATED OUTSIDE OF THE . 5 BUILDING SHALL BE INTERNALLY LINED WITH A 1" THICK FIBERGLASS (MIN 3. ONE (1) AUDIBLE AND ONE (1) VISUAL ALARM SHALL BE INSTALLED A R-4 2) AND EXTERNALLY INSULATED WITH A 1&" THICK RIGID POLYSTYRENE. MINIMUM OF 7 FT.AFL AT THE BACK OF THE KITCHEN AND IN PLAIN " 4:t OC POLYURETHANE OR POLYISOCYANURATE BOARD (MIN. R-7.5). INTERNAL. SIGHT FROM THE MAIN SIDE OF THE PREP LINE 1111111 FLEXIBLE DUCTWORK TAB TEST AND BALANCE CONTRACTOR c FIBERGLASS INSULATION SHALL BE LINATE< BY JOHNS MANVILLE OR EQUAL. EXTERNAL RIGID BOARD INSULATION SHALL BE THERMAPINK BY OWENS NATIRAI GAS SYSTFMS OF APPI ICAR( n VIE VERIFY IN FIELD CORNING OR EQUAL 1. ALL GAS PIPING. WATER HEATER VENTS. INTAKES AND FLUES SHALL CONFORM 93. 330" TO THE CURRENT VERSION OF NFPA 54, NATIONAL FUEL GAS CODE, AND ANY CO 11 ALL EXPOSED SPIRAL DUCTWORK SHALL BE INTERNALLY INSULATED TO LOCAL CODE REQUIREMENTS 11><11 PERFORATED FACE DAFFUSER .j.:g PREVENT CONDENSATION (MIN. R-4.3) INTERNAL INSULATION SHALL BE 1" C 35.13 THICK SPIRACOUSTIC PLUS BY JOINS MANVILLE OR EQUAL 2. THE NATURAL GAS MAIN PIPE SIZING G BASED ON THE FOLLOWING. ./ S: 2. U. 10 {d A MINIMUM SUPPLY PRESSURE AT THE METER OF 2 PSIG ./ 12 ALL DUCTWORK PENETRATIONS THROUGH FIRE-RATED WALLS, BARRIERS OR B 1 PSIG PRESSURE DROP FROM METER TO FARTHEST APPLIANCE O .3 f- PARTITIONS SHALL BE PROTECTED WITH A FIRE DAMPER. THE PERIMETER OF C 1.000 BTU PER CU n OF NATURAL GAS SHEET METAL TEE WITH CAP U :142% :E THE FIRE DAMPER SHALL BE FIRESTOPPED WITH AN APPROVED AND LISTED 10 . FIRESTOPPING MATERIAL. 3 GAS PIPING RUN-OUTS TO EQUIPMENT ARE SIZED BASED ON THE FOLLOWINGÂ· Â·6 A. SUPPLY PRESSURE AT THE REGULATOR OF 10- W.C. 04 PSIG) . L :Eg 13. ALL EXTERIOR SHEET METAL DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH B. 0.5" W.C. PRESSURE DROP FROM REGULATOR TO FARTHEST APPLIANCE AN APPROVED WEATHERPROOFING MATERIAL TO PROTECT AGAINST WATER C 1.000 BTU PER CU. FT. OF NATURAL GAS :. PENETRATION AND CORROSION. SIDES AND TOP OF EXTERNAL - 20 - WEATHERPROOFING SHALL BE ALUMAGUARD 60 MIL UV BARRIER BY 4. ALL NATURAL GAS PIPE SHALL BE SCHEDULE 40 CARBON STEEL PIPE WITH POLYGUARD OR EQUAL. BOTTOM OF EXTERNAL WEATHERPROOFING SHALL BE MALLEABLE IRON FITTINGS AND SHALL BE COMPLY TO ONE Of THE w VAPORGUARD 5 MIL MEMBRANE BY POLYGUARD OR EQUAL. FOLLOWING STANDARDS ASVE 836.10, 101,1; ASTM A 53 OR ASâ„¢ A 106 33 - 13 I -0 I W 04 14 ALL FLEXIBLE DUCTWORK, METALLIC AND NONMETALLIC. SHALL CONFORM TO 5 NATURAL GAS PRESSURE REGULATORS SHALL BE MAXITROL 325 SERIES OR ./. . THE FOLLOWING EQUAL. A. 2" THICK INSULATION (R-6.0) : I. Sk O 1 8. INTEGRAL VAPOR BARRIER 6 ALL SUSPENDED STEEL PIPING SHALL BE SUPPORTED AS FOLLOWS: v C. LISTED AND LABELED UL 181, CLASS 0 OR CLASS 1 SIZE MAX HON SPACING MAX. VERT. SPACING D. INSTALLED IN ACCORDANCE WITHÂ· 6 FT 6 FT. i SMACNA STANDARDS 4" TO 1 M. AIR DIFFUSION COUNCIL INSTALLATION GUIDELINES, AND/OR 8 FT. 8 FT. iii. MANUFACTURER'S INSTALLATION INSTRUCTIONS 2/h" 10 n. 10 FT. 15 FLEXIBLE DUCTWORK SHALL NOT PENETRATE WALLS SHEET METAL DUCTWORK 7+ GAS PIPING SHALL NOT PENETRATE ANY FIRE-RATED CHASE OR SHAFT, IS REQUIRED AT ALL FIRE-RATED AND DRAFTSTOP WALL PENETRAT{ONS DUCTWORK OR PLENUM. 16. ALL COVERINGS. LININGS AND ADHESIVES (TAPES, ETC.) SHALL HAVE A 8. ALL NATURAL GAS PIPING INSTALLED OUTDOORS SHALL BE COATED WITH A CORROSION RESISTANT PAINT. PAINT COLOR SHALL BE ORANGE OR YELLOW FLAME-SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 50 9. ALL INTAKE AND VENT PIPING FOR SEALED-COMBUSTION WATER HEATERS 27 DUCT-MOUNTED SMOKE DETECTORS SHALL BE INSTALLED IN SYSTEMS WITH SHALL BE PVC OR ABS. SHALL BE SIZED AND INSTALLED IN ACCORDANCE DESIGN CAPACITY GREATER THAN 2,000 CFM SEE MECHANICAL DRAWINGS WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE INSTALLED BY THE FOR LOCATIONS OF SMOKE DETECTORS. DUCT-MOUNTED SMOKE DETECTORS PLUMBING CONTRACTOR. ARE NOT REQUIRED WHEN THE BUILDING IS PROTECTED THROUGHOUT BY O AREA SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM WHERE THE 10 ALL WATER HEATER VENTS SHALL BE LOCATED A MINIMUM OF 10 FT FIRE ALARM SYSTEM IS DESIGNED TO SHUT DOWN THE ROOF'rOP UNITS HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE WHERE A WATER HEATER (N VENT IS LOCATED WITHIN 10 FT OF AN INTAKE, THE FLUE OR VENT SHALL 0- 18. ALL SUPPLY AIR DIFFUSERS SHALL BE INSULATED TO PREVENT CONDENSATION TERMINATE A MINIMUM Of 2 FT ABOVE THE INTAKE. Q= (-0 Re, 11 ed fâ€¢â€¢r â‚¬ i,nipli.n.e 19 ALL AIR DEVICES LOCATED IN DRYWALL CEILINGS SHALL BE SUPPLIED WITH AN 11. UPON COMPLETÂ¢ON OF INSTALLATION, THE GAS PIPING SYSTEM SHALL BE INTEGRAL VOLUME DAMPER ACCESSIBLE FROM THE AIR DEVICE FACE TO PURGED OF DELETERIOUS MATERIAL AND SHALL BE PRESSURE TESTED. , 1,1,1,3,1,1 C 1/ e C imsulling. 1.1.4 &1. 11,~, 1*Â¢n fe~ 1,#d D hi FACILITATE BALANCING, PRESSURE TESTING SHALL BE PERFORMED WITH THE EQUIPMENT SHUT-OFF -Â·n,/WU'i ,..i.U.,thi..... I.ul.. VALVES IN THE CLOSED POSITION TO PROTECT EQUIPMENT FROM DAMAGE DUE a,Â·6 for EÂ·IcÂ· PA eÂ·,4-k. & /Â·,=,~e ./ 20 ALL OUTDOOR AIR INTAKES SHALL BE LOCATED A MINIMUM OF 10 FT TO EXCESSIVE PRESSURE *.,lf 4 *. ~.-1.~ I. mi~v ~4 Th- 2 Eg' HORIZONTALLY FROM ANY SOURCE OF CONTAMINATION SUCH AS EXHAUST ..nnil fir ......i.......... 005-0173000 FANS. PLUMBING VENTS, WATER HEATER FLUES, ETC WHERE A CONTAMINANT 12 AFTER THE PRESSURE TEST HAS BEEN COMPLETED AND ANY LEAKS ,rn~i.,n'if,}d*.i-,i ~r,4.%}~.1. SOURCE IS LOCATED WITHIN 10 FT. OF AN INTAKE. THE INTAKE OPENING REMEDIED, THE INSTALLING CONTRACTOR SHALL MEASURE AND VERIFY THE ilrd,iwi~'i-irw~~.Il,~i IM4.0 SHALL BE LOCATED A MINIMUM OF 2 FT BELOW THE CONTAMINANT SOURCE. FOLLOWING GAS PRESSURES WHILE EQUIPMENT IS IN OPERATION: A. GRILL - 6" WC NATURAL. 14" W.C. L P Bi Gil Râ€žvolillcr 18) 27 21 8 1 e LEGEND AND NOTES AECON PROJECT No 60531369 Sl N),IrÂ¢03 IN3~41@Vd 30 ON,Ollne 83/ SV - 4 1N31NON 3m ./'/L L AAN; (414 P@ZIJOI ..00Â¥ .IS O' 31!5 NOI1 d IM0S3(] 31Â¥0 A)IM '~'IL'~LI :31Â¥0 11909 0 0 '>18Â¥d S315 3 38 NOSdrial 0,8 l 05 I,0-500 0 'Â°' -74" 0*!59 i 1, SJ@UUeld - sieeuibue - si 1098 Â£98 i 8 6 4 ~FÂ°9% A=& uo e,~Ile J 2~UOJ@;@J JO# 5bul J uoile.lodioo 8Olhl31X3 LOE 81!ns 'laan . s u lun. p /4/ I /41 U./0/JO D Pno'Wâ€¢ UUÂ°al 11033V Al Ollidld 011 803 03#1'.$ *8 aseqi L L 40 41/ 0. /8 03M]1/3/ 40IldIH0S COORDINATION SCHEDULE AIR DEVICE SCHEDULE AIR CURTAIN SCHEDULE FINAL &!Q,Ifi 1 THIS SCHEDULE IS INTENDED AS A GUIDE FOR THE WORK TO BE TAG MANUFACTURER MODEL BORDER SIZE COLOR ACCESSORIES NOTES TAGWU25221L=~2515L~L25521~~1~ZOEB-ACCESS189IER-1 GENERAL REQUIREMENTS FURNISH INSTALL CONNECTION NOTES PERFORMED. ALL WORK SHALL BE COORDINATED BETWEEN THE MIDONALD'S TITUS OMNI '-2 LAY-IN 24*24 VARIES 4,6,7 1,7 |/'2\ POWERED AWE | MP 1 -30 1 ~ MCA: -53]---~--1 MECHANICAL PERMIT MC 1-3 AREA CONSTRUCTION MANAGER AND ALL GC AND O/0 SUBCONTRACTORS. PRICE SPD ICASH BOOTHI VARIABLE IMOCP: 10 2-4 Ill 14HP I I I HOT WORK (WELDING) PERMIT (IF APPLICABLE) KES 1-3 TITUS OMNI SURFACE VARIES 1,2.7 I.3,7 12*12 REFRIGERATÂ¢ON PERMIT (IF APPLICABLE) MC 1-3 2. ONE (1) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPLIED TO S-3 PRICE SPD MOUNT PLUMBING PERMIT THE GENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS IT SHALL PC 1-3 BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE ELECTRICAL PERMIT EC 1 -3 SUBCONTRACTORS TO INSURE THAT THEY HAVE RECEIVED THE DECOR FIRE SPRINKLER PERMIT (IF APPLICABLE) FPC 1-3 PACKAGE DRAWINGS. TITUS 23RL R-1 LAY-IN 24*24 VARIES 3,7 17 FIRE ALARM PERMIT (IF APPLICABLE) FAC 1-3 PRICE 60L 3. FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND CONTRACTOR COORDINATION REQUIREMENTS SPECIFICATIONS. PLEASE CONSULT THE MIDONAL['S AREA CONSTRUCTION HEATING & AIR-CONDITIONING MANAGER FOR SCOPE OF WORK. TITUS 23RL ROOFTOP UNITS. INTAKE AND RELIEF MC MC 1-5, 17, 22 .-1 LAY-IN 12*12 WHITE 1,7 1 ROOF CURBS MC MC 1-3, 20. 22 4 ALL ROOFTOP UNIT EQUÂ¢PMENT SUPPLIED BY THE MECHANICAL CONTRACTOR - PRICE 60L GAS PIPING AND GAS PIPE KIT PC PC PC 1-3, 14, 22-23 AND THE KITCHEN EQUIPMENT SUPPLIER SHALL BE ON SITE AT THE SAME Nia TIME FOR A SINGLE CRANE LIFT EQUIPMENT SITE ARRIVAL DATE SHALL BE ACCESSORIES: CONTROLS WIRING MC EC EC 1-3, 19, 22, 24 1 SEE PLAN FOR NECK SIZES COORDINATED BETWEEN THE AREA CONSTRUCTION MANAGER, MECHANICAL 1. COMBINATION DAMPER AND POWER WIRLNG EC EC EC 1 -3.19.22. 24 CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER. EQUALIZING GRID 2 FABRICATE 46"*22",27"H PLENUM WITH 14"0 SIDE INLET ACCESSORIESÂ· NQ.LES. CONDENSATE TRAP luIC PC 1-3, 22-23 2 PLASTER FRAME FOR DRYWALL (SEE DETAIL 10 ON DRAWING M3 0) 1. NSF LISTING 1. SET DELAY TIMER TO 30 SECONDS 2. DOOR SWITCH CONDENSATE PIPING (IF APPLICABLE) PC PC 1-3. 22-23 5 ALL ROOFTOP UNITS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH CEILING INSTALLATION 3 PROVIDE 1" FIBERGLASS INSULATION FOR DIFFUSER 3 DELAY TIMER DUCT-MOUNTED SMOKE DETECTOR MC WC EC 1-3, 22, 24 EFFICIENCY EQUIPMENT. THE INSTALLATION OF STANDARD EFFICIENCY 3 SQUARE-TO-ROUND COLLAR BACKPAN 4 120V/10 60Hz ROOF-TOP UNITS IS PROHIBITED CONNECDON 4. NOT USED GENERAL EXHAUST SYSTEMS 4 BACKPAN INSULATION 5 GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL 4 FT ExHAUST FANS MC MC 1-3. 17, 22 6 ALL KITCHEN EQUIPMENT REQUIRING EXHAUST SHALL BE INSTALLED IN 5 OPPOSED BLADE DAMPER T-BAR FOR DIFFUSER FRAMING ROOF CURBS MC MC 1-3, 22 ACCORDANCE WITH THESE PLANS ANY VARIATION FROM THESE PLANS SHALL 6. BLANK-OFF PANEL AS SHOWN ON 6. DOOR GRILLE SHALL BE INSTALLED BY DOOR CONTROLS (WHERE APPLICABLE) MC EC EC 1-3. 22. 24 BE REPORTED TO THE AREA CONSTRUCTION MANAGER AND THE DUCTWORK PLAN MANUFACTURER. GRILLE SHALL BE LOCATED 12" FROM POWER WIRING (fAN AND DAMPER) EC EC EC 1 -3. 22, 24 ENGINEER-OF-RECORD 7 PLASTER FRAME MAY BE BOTTOM Of DOOR NECESSARY - COORDINATE WITH 7 AIR DEVICE FINISH WILL VARY: TEMPERATURE CONTROLS 7. WHERE GYPSUM BOARD CEILINGS ARE INSTALLED, THE MECHANICAL DECOR DRAWINGS * KITCHEN. STORAGE. RESTROOMS - WHITE THERMOSTATS & SUBBASES MC MC EC 1-3. 22. 24 CONTRACTOR SHALL SUPPLY DRYWALL MOUNTING FRAMES FOR LAY-IN TYPE 8 1" FILTER MEDIA â€¢ DINING ROOM. VESTIBULES - WHITE, BLACK OR REMOTE SENSORS (RH AND/OR TEMPERATURE) MC MC EC 1-3, 22, 24 DIFFUSERS PAINTABLE/PRIME COAT (COORDINATE FINAL COLOR WITH CONTROLS WIRING WHERE APPUCABLE) MC EC EC 1-3.22. 24 DECOR PLANS) POWER WIRING EC EC EC 1 -3, 22. 24 8 ALL WORK SHOWN ON Pl.6 DRAWING(S) SHALL BE COMPLETED BY THE DUCTWORK AND ACCESSORIES BEVERAGE SYSTEM INSTALLER (OR K.E.S ) UNLESS OTHERWISE NOTED IN THE PLUMBING DRAWINGS. GALVANIZED SHEET METAL OUCTWORK MC MC 1-3, 22 ExTERNAL INSULATION MC MC 1-3, 22 9. ALL WORK ON Pl.0 & Pl.2 DRAWING(S) SHALL BE BY THE PLUMBING INTERNAL INSULATION (IF APPLICABLE) MC MC 1-3. 22 CONTRACTOR. WEATHERPROOFING (IF APPLICABLE) MC MC 1-3. 22 SPIN-IN COLLARS MC MC 1-3. 22 10 THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS AND CONNECTS ALL FLEXIBLE DUCTWORK MC MC 1-3, 22 FLEXIBLE WATER AND SYRUP LINES FOR ALL AFFECTED EQUIPMENT INCLUDING THE FOLLOWING: VOLUME/BALANCING DAMPERS IVIC MC 1-3, 22 A HOT CHOCOLATE FIRE DAMPERS (IF APPLICABLE) MC MC 1-3. 22 B COFFEE BREWER FIRESTOPPING (IF APPLICABLE) MC MC 1-3, 22 C ICE MACHINE AIR DEVICES AND ACCESSORIES .C IVIC MC 1-3, 7. 22. 28 D. 0 J. E SODA TOWERS r'' KITCHEN EXHAUST SYSTEMS MIDONALD'S BACKSHELF EXHAUST HOODS KES KEI 1-3, 6.22, 27 11. ALL WATER HEATERS INSTALLED IN MIDONALD'S RESTAURANTS SHALL BE HIGH CANOPY EXHAUST HOODS (IF APPLICABLE) KES KEI 1-3. 6,22, 27 EFFICIENCY SEALED-COMBUSTION WATER HEATERS. THE INSTALLATION OF BLACK IRON OUCTWORK KES KEI 1-3, 6, 22 STANDARD EFFICIENCY GRAVITY-VENTED WATER HEATERS IS PROHIBITED STAINLESS STEEL DUCTWORK OF APPLICABLE) KES KEI 1-3. 6. 22 ALUMINUM DUCTWORK (IF APPLICABLE) KES KEI 1-3. 6 22 12. THE AREA CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER SHALL COORDINATE WHICH 3-COMPARTMENT SINK IS . UL LISTED DUCT WRAP MC MC 1-3, 6. 22 BEING INSTALLED IN THE RESTAURANT, NOTE. THE INSTALLATION OF A FIRE-RATED DUCT ENCLOSURE (IF APPLICABLE) GC GC 1-3 6, 20, 22 POWERSOAK SINK REQUIRES A LARGER WATER HEATER THAN THE STANDARD ME EXHAUST FANS MC MC 1-3, 6, 17, 22 3-COMPARTMENT SINK . x ROOF CUR8S IUIC MC 1-3, 6, 20, 22 -2 CURB EXTENSIONS UC MC 1-3, 6, 22 13 ALL GAS PIPING FOR COOKING EQUIPMENT SHALL TERMINATE IN THE CEILING PRIOR TO THE INSTALLATION OF THE PIPING CHASE, UPON INSTALLATION OF CONTROLS (WHERE APPLICABLE) EC EC EC 1 -3. 6. 22,24 2. POWER WIRING THE CHASE, THE GAS PIPING SHALL THEN BE CONTINUED IN THE CHASE FOR EC EC EC 1-3,6. 22. 24 FINAL CONNECTION TO THE APPLIANCE. FIRE SUPPRESSION SYSTEM KES KES KES 1-3, 160 22, 27 C LO O KITCHEN EQUIPMENT 14. ALL GAS PIPING FOR ROOHOP EQUIPMENT SHALL BE BROUGHT UP THROUGH LO.COC COOLER/FREEZER KES GC 1-3, 27 THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS WHERE THIS IS 76:: EVAPORATOR COILS KES MC 1-3.27 NOT POSSEE, THE PLUMBING CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. CONDENSATE PIPING PC PC PC 1-3, 23. 27 REMOTE CONDENSING UNIT (MAC) KES MC 1-3. 22, 27 15 ALL FIRE PROTECTION DRAWINGS CONTAINED WITHIN THIS SET ARE STRICTLY v ROOF CURBS MC MC 1-3, 22 FOR REFERENCE ONLY. FIRE SPRINKLER DRAWINGS SHALL BE DESIGNED AND m:.8 REFRIGERANT PIPING KES MC MC 1-3. 22. 27 PERMITTED EY A ARE PROTECTION CONTRACTOR :C : h... POWER WIRING EC EC EC 1 -3. 22. 24. 27 0 /0 16. ALL R- 3 02 WET CHEMICAL FIRE SUPPRESSION SYSTEMS FOR TYPE I HOODS CONTROL WIRING EC EC EC 1 -3. 24. 27 SHALL BE DESIGNED AND INSTALLED BY A LOCAL ANSUL AGENT THE USE - PIPE PORTALS MC MC 1-3, 22 OF DRY CHEMICAL SYSTEMS LS PROHBITED THE LOCAL ANSUL AGENT ICE MACHINES KES KEI 1-3, 27 CONTRACT IS HANDLED THROUGH THE KITCHEN EQUIPMENT SUPPLIER. WATER SUPPLY PIPING KES KEI Bst 1-3, 27 REMOTE CONDENSING UNITS KES MC 1-3. 22, 27 1 7 ALL ROOFTOP UNITS AND EXHAUST FANS ARE SUPPLIED WITH A FACTORY-INSTALLED DISCONNECT SWITCH ROOF CURBS MC UC 1-3, 22, 27 REFRIGERANT PIPING KES MC MC 1-3. 22, 27 18 ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES FOR REMOTE POWER WIRING EC EC EC 1 -3, 22. 24. 27 CONDENSING UNITS. CONTROL WIRING KES EC EC 1-3. 24. 27 PIPE PORTALS 19 ALL ELECTRICAL- CONDUITS FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP MC MC 1-3, 22 THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE KES KES 1-3, 27 THIS IS NOT POSSIBLE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE GAS PIPING (If APPLICABLE) PC PC PC 1-3, 23, 27 NECESSARY PIPE PORTALS ON ROOF. POWER WIRING EC EC EC 1 -3. 24. 27 CONTROL CABLE (6' CLAMSHELL ONLY) MC EC EC 1 -3. 23. 24. 27 20 SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATIONI 0 0 FRYERS KES KES 1-3,27 21 SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION GAS PIPING (IF APPLICABLE) PC PC PC 1-3. 23. 27 GRILLS EC EC EC 1-3. 24. 27 22 SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. MISCELLANEOUS ITEMS u FIRE SPINKLER SYSTEMS FPC FPC FPC 1-3, 15, 25 23 SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 3 HVAC EQUIPMENT START-UP TAB 1-3, 22 24 SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION TEST, ADJUST AND BALANCE HVAC SYSTEMS TA8 1-3, 22 DOOR GRILLES (IF APPLICABLE) MC GC 1-3. 20. 22 25 SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL- INFORMATION, : %2 & ~ @2 , ROOF/WALL OPENINGS GC 1-3, 20-24 W. 0Â» .\ APPLIANCE BACKFLOW PREVENTION KES/BSI PC PC 1-3, 23, 27 26. SEE FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION 1. @CN :2 .L C02 DETECTION SYSTEM MC EC EC 1-3. 22, 27 27 SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION : 4% 19 %3 28 SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATIONI /Â£ 0 CL nE Lu CL m 10 Re~iet ed bir(,implum U 005-01 73 00 0 T~,c '1*Im/li r.,I/~l,1~. k... L= -plim in *w.LIM,1"Mimi wr" r.'4",R'221'I:U:721 228 *.4â„¢11,1 'Imrnts JÂ¥11 1- br u..In-1.0. I. I -.....&.1 ....iy ./* 9 Mil 11; Gil Rowniller 09 27 201 11 ' SCHEDULES AFCOM PROJFCT No 60531369 uolje,lodioo s.jauueid - si@@u,6ue - spal!40Je K~MagdoJd puo i[),wapguo~ awn aj[, suo,11.04oads pu logg Egg u9 /4~ 5*Jinba~ ' CLO ..:,9/4,73*12267:PE 9 LUU-1 U.W.1 -2-11 'WÂ¥/-/ LOZ @}Ins la@JJS peOJEl - S'U@Woop '04'05 @41 UOI'Dz'Joll" ual,34 4"4 0-3.9 011 ven S.pID!30(pri .02 n @03 ...M A uo~Inpoj'da Leau'~ou~o (5&13,41,0 pasu@ili Â·(ped=Â£,a~,;1 . InS. 9' 41'l uolloun /0 .,9 painpoid/ 3 paide) @q 30/ 1,045 Puo Ill Â¥sr S PIDU o'If'11 I Xpadoi N0Ildla0S30 011 Vsn s,pleuoclo.1 GENERAL PLUMBING NOTES LEGEND ABBREVIATIONS QLN,LEAL: DOMESTIC SUPPLY SYSTEMSÂ· - COLD WATER PIPING ACM AREA CONSTRUCTION MANAGER 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 5 FT AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION FROM THE ExITING SANITARY P!PE. WHERE A 5 FT. SEPARATION IS NOT POSSIBLE. THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM 2 ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER OF 12 IN ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE --- --- - TEMPERED WATER PIPING (110Â·F) AVe ATMOSPHERIC VACUUM BREAKER 3 ALL DIMENSIONS. CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR TO 2 ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61. SHALL BE INSTALLATION ALL ROUGH-IN LOCATIONS SHALL BE COORDINATED WITH THE TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE) OR CPVC U - - HOT WATER PIPING ( 140'F) BSI BEVERAGE SYSTEM INSTALLER MANUFACTURER'S SUBMITTAL INFORMATION. CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL CHANGES OF- DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION. 4. ALL DIMENSIONAL- INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE) - - RECIRCULATED HOT WATER PIPING CO CLEAN-OUT A UNDERGROUND PIPE IS TO FOUNDATION 3. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 45 AND 55 PS, 8 OVERHEAD PIPE IS TO FINISHED WALL STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PS, STATIC. AN C. ELEVATIONS ARE TO FINISHED FLOOR APPROVED WATER-PRESSURE REDUCING VALVE WITH STRAINER CONFORMING . - - -- OVERHEAD LINES (BY P.C.) DFU DRAINAGE FIXTURE UNIT(S) TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS 5 ALL MATEREALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE BELOW 45 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED WITH McDONALD'S SPECIFICATIONS SPECIFICATIONS ARE CONTAÂ¢NED WITHIN UNDERGROUND WASTE PIPING EC ELECTRICAL CONTRACTOR THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL ANY CONTRACTOR 4+ IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE. THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE IN NEED OF A COPY OF THE Mc DONALD'S PROJECT MANUAL SHALL CONTACT SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE ------- VENT PIPING FAC FIRE ALARM CONTRACTOR McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER-OF-RECORD. 5. PROVIDE A MINIMUM h" ANNULAR CLEARANCE AROUND ALL PIPE SLAB PENETRATIONS. J BALL VALVE FCO FLOOR CLEAN-OUT 6 SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK 6. CONTRACTOR TO INSTALL NEW (RPZ) AT THE EXISTING INCOMING WATER 7 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING SERVICE FF NONE EXIST, WHERE REQUIRED BY CODE CONTRACTOR TO THERMOSTATFC MIXING VALVE FD FLOOR DRAIN PROVOE A SEPARATE COST FOR (RPZ) INSTALLATION AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 8 WHERE POOR SOLL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT OF 7. AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS. ETC , MAY TO THE WATER HEATER SEE EXPANSION TANK SCHEDULE O FLOOR DRAIN FPC FIRE PROTECTION CONTRACTOR OCCUR. THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT 8. ALL WATER SUPPLY PIPE WITHIN 5 FT OF THE BUILDING AND INSIDE THE BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER NEW SANITARY SEWER LINE FS FLOOR SINK 9 ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT TUGING. COPPER PIPE OR CPVC PIPE. HEAT LOSS AND SEEPAGE 9. CPVC PIPE SHALL BE FLOWGUARD GOLD OR FLOWGUARD BENDABLE AS EXISTING SANITARY SEWER LINE GC GENERAL CONTRACTOR 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE MANUFACTURED BY LUBRIZOL N HANGERS PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR EQUAL CONNECT TO EXISTING 10. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOW-VOC Gl GREASE INTERCEPTOR 11 ALL PENETRATIONS OF FIRE-RATED WALLS SHALL BE FIRESTOPPED WITH AN SOLVENT CEMENT AS MANUFACTURED BY IPS WELD-ON OR OATEY. SANITARY / DOMESTIC WATER LINE t APPROVED AND LISTED FIRESTOPPING SYSTEM 11. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE ~ DISCONNECT FROM EXISTING ~ ~ GPF GALLONS PER FLUSH I . SANITARY AND VENT SYSTEMS SANITARY / DOMESTIC WATER LINE 1 THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 5 FT FROM 12. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS THE INCOMING WATER SERVICE. WHERE A 5 FT. SEPARATION IS NOT MATERIAL- MAX. HORIZ. SPACING MAX VEIL SPACING LINE GPM GALLONS PER MINUTE NEW GREASE WASTE POSSBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM COPPER PIPE 12 n 10 FT OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. COPPER TUBING &01" 6 FT 10 FT Ex ISTING GREASE WASTE GW GREASE WASTE 2 ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWN. ABS OR CAST-IRON COPPER TUBING >169 10 FT 10 FT LINE WHERE REQUIRED BY CODE CPVC &1 3 FT 10 fl. CPVC 201" 4 FT. 10 FT EXISTING PIPE TO HS HAND SINK 3 ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH BE REMOVED AS FOLLOWS 13. A REDUCED PRESSURE PRINCIPLE BACKF LOW PREVENTER (RPZ) SHALL BE INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTE),0 ALL PIPING PIPE SIZE MIN SLOPE DOWNSTREAM Of- THE RPZ SHALL BE COPPER OR CROSS-LINKED 1.Ps IRON PIPE SIZE (ALSO NPS) 6 9 24" OR LESS }1" PER FT POLYETHYLENE (PEX). 3" TO 6" ji" PER FT. E A3* R.--CO 8" OR LARGER M." PER FT. 14 ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME KEI KITCHEN EQUIPMENT INSTALLER SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW 8 1 E C 4 CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW SHALL BE LOCATED NOT MORE THAN 100 FT APART PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE 0 m.& S KES KITCHEN EQUIPMENT SUPPLIER OR APPLIANCE THEY SERvE. 5 CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER ~ 0~ 2 THAN 45 DEGREES WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS 15. ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER-TURN = a} mr IN A SINGLE PIPE RUN. ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR SHUT-oFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT LAV LAVATORY -- EVERY 40 FEET OF DEVELOPED LENGTH. 16 QUARTER-TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY 6 CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. INUNE BACKFLOW PREVENTION DEVICE MC MECHANICAL- CONTRACTOR 7, WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS 17. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH Y SHALL BE PROVIDED. FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. MHT MALE HOSE THREADS 8 CLEANOUTS ON 6-IN AND SMALLER PIPES SHALL BE PROVIDED WITH A 18 ALL OVERHEAD WATER LINES SHALL BE INSULATED WITH 1 " THICK EXTERNAL. 44 CLEARANCE OF NOT LESS THAN 18 IN CLEANOUTS ON 8-IN, AND LARGER JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.5. MS MOP SINK PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 19 PRIOR TO BUILDING TURNOvER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL mi 9 ALL SUSPENDED SANITARY AND VENT pIPE SHALL BE SUPPORTED AS BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED DISINFECTION NPS NATIONAL PIPE THREAD STANDARD - Im FOLLOWS: SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING 4 4 2 e CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652 3/ L . c .' MAX HORIZ MAX VERT. 5 2 1- MATERIAL SPACING SPACING NPT NATIONAL PIPE THREAD TAPERED P.-; I 1 ABS 4 FT. 10 FT. PVC (TYPE DWV) 4 FT 10 FT U . CAST-IRON (<10 FE PIPE SECTIONS) 5 FT. 15 FT 0/0 OWNER/OPERATOR CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT - 8 -63 ~ to 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE OH OVERHEAD FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS 3:20. TRAP SIZE SLOPE DISTANCE C ~ '4~ 1 1'-1/2 P." PER FT P pUMP ..U L 1'-1/4 4" PER n 2' - 3'-6" 0 01 2" A- PER FT. 5 - PC PLUMBING CONTRACTOR :a C ft 3- Â¥ PER FT. 6'-00 I 4" & LARGER 4- PER FT. 10'-0 32: RC REFRIGERATION CONTRACTOR :M 11 All PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM Of 62 Â°= E: 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 Fl. OF A REDUCED PRESSURE PRINCIPLE RPZ PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE BACKFLOW PREVENTER THE PARAPET 12 ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY SS SANITARY SEWER FROM ANY OUTDOOR AIR INTAKE WHERE A PLUMBING VENT IS LOCATED WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 FT ABOVE THE INTAKE. ST STORM SEWER 13 ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. SVB ANTI-SIPHON. SPILL RESISTANT VACUUM BREAKER 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PREMER, TAB TEST AND BALANACE CONTRACTOR DEEP SEAL TRAP OR PROSET TRAP GUARD 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL) INDIRECT DRAINAGE FROM AN UG UNDERGROUND APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE UR URINAL APPLIANCE DRAIN PIPE. 16 BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS V VENT 701 0 AND 903,0 OF CALIF ORNIA PLUMBING CODE. 17 ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING WC WATER CLOSET AGENCY. WCO WALL CLEAN-OUT Rewed bir (,impl,Imr c 1,1Â¢,r:di, c ,/r c 'iniumng, 1.1./ lk.e pia[, *, tuI f I ill Â¢~1 t./ .i ~Ic ill,Â·luk,/--V~.1........ W WSFU WATER SUPPLY FIXTURE UNIT(S) 4 1 |Â¢. t'i ble. P.' ':Il.k, Ile ...... 1. _. . - %*1--n 005-0,73 00 0 Ir,iniÂ¥,4.p=$,1-di..hci~-,irâ€¢hoÂ¢ E WU*â€¢-1,2~.1Â¥11 r~â€¢ hi-In=,14, 1~ IL.ILL~url.....,i~10â€ži. 4-/.m I.W....'.,Il..&/1 ; PO.0 I"I Ro~miller 09 27 ]I'IM w NOTES & LEGEND AFCOM PROJECT No 60531369 sJauueld x8 038Â¥~3/d 0]HVdJUd AG N~Â¥80 LOSe Â£88'â‚¬26 xe; 0698 E89 Â£26 a~; m,Qbef'proid ~410 . /0 /1/70*I JO I.U.J. . , L .: f J LLf/9,1 U,U.1 UJUJ.J. "VV.V, U"LI ..p,1-Th,"IV ;W~ - 1-1- od@Jd @J#uawnoop ;00,11100 uar 8,2 1.u .1 01003â€¢ ua pul s;Da~,43,0 Pesu@.Il i. .1 ~2 'Â° 2 . .8 3MJIA3@ N0ild~0S30 ~%~2~ 31Â¥0 3/SS! 01/ O'2 8801 LLOZ a ZIOL Mdl 801831(3 9 1 3800 COORDINATION SCHEDULE & FINAL NOIES GENERAL REQUIREMENTS FURNISH INSTALL CONNECTION NOTES 1. THIS SCHEDULE IS INTENDED AS A GUIDE FOR THE WORK TO BE PLUMBING PERMIT PC 1-3 PERFORMED. Alt WORK SHALL BE COORDINATED BETWEEN THE Mc DONALD'S KEYED NOTES AREA CONSTRUCTION MANAGER AND ALL GC AND O/0 SUBCONTRACTORS. 1. FAUCET (SEE PLUMBING FIXTURE SCHEDULE) CONTRACTOR COORDINATION REQUIREMENTS 2 LAVATORY OR HAND SENK (SEE PLUMBING PLUMBING SYSTEM 2 ONE (1) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPLIED TO FIXTURE SCHEDULE) WATER HEATERS PC PC PC 1-3, 11-12. 13 THE GENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS. IT SHALL 3 CORIAN COUNTERTOP - TOILET ROOMS ONLY BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE HOT AND COLD WATER PIPE PC PC PC 1-3, 13 (FURNISHED BY G.C.) SUBCONTRACTORS TO INSURE THAT THEY HAvE RECEIVED THE DECOR VENTS ANDINTAKES PC PC PC 1-3, 13 PACKAGE DRAWÂ¢NGS. 4 LAVATORY CARRIER - TOILET ROOMS ONLY THERMOSTATIC MIXING VALVE PC PC PC 1-3, 13 (SEE ARCHITECTURAL DRAWINGS) POWER AND CONTROL WIRING EC EC EC 1 -3,13- 1 4 3 FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND 5 OUTLINE OF ADA COMPLIANT WRAP (SEE KITCHEN EQUIPMENTS SPECIFICATIONS. PLEASE CONSULT THE McIONALD'S AREA CONSTRUCTION PLUMBING FIXTURE SCHEDULE) ICE MACHINES MANAGER FOR SCOPE OF WORK 6 THERMOSTATIC MIXING VALVE (SEE VALVE KEC KEI SCHEDULE) WATER SUPPLY PIPING KEC KEI BSI 4 NOT USED REMOTE CONDENSING UNITS KEC MC ROOF CURBS MC MC 1-3.17, 22 5 NOT USED REFRIGERANT PIPING KEC IVIC MC 1-3, 22 6 NOT USED POWER PIPING EC EC EC 1 -3. 22, 24 CONTROL WIRING REC EC EC 1-3, 22. 24 PIPE PORTALS MC MC 7, NOT USED GRILLS KES KES 1-3,22, 24 GAS PIPING (IF APPLICABLE) PC PC PC 1-3,22, 24 POWER PIPING EC EC EC 1 -3. 22. 24 8 NOT USED. CONTROL CABLE (6' CLAMSHELL ONLY) MC EC EC 1-3. 22. 24 g NOT USED. FRYERS KES KES GAS PIPING (IF APPLICABLE) PC PC PC 1 -3, 22 10 NOT USED POWER PIPING EC EC EC 1 -3. 22 O-& r - 3-COMPARTMENT SINK KES KES 1-3. 22 1 1. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 1 rÂ« FAUCET AND PRE-RINSE SPRAYER KES KES 1-3, 22 12 SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 4 4 WATER SUPPLY PIPING PC PC PC 1-3, 22 .1 , 1 SANITARY DRAIN PIPING PC PC PC 1 -3. 22 13 SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION Il k bu> 34 HAND SINKS PC PC 1-3. 22 W ZÂ»-( 5 % FAUCET PC 1-3, 22 15 NOT USED - (054 PC PC 1-3, 22 14. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. (6\11-7 - 4~E WATER SUPPLY PIPING PC PC SANITARY DRAIN PIPING PC PC PC 1-3, 7, 22. 28 KEC KEC 16 NOT USED. VEGETABLE SINK 50:.4. MY... f, 5 .. FAUCET KEC KEC 1-3, 11-12, 23 WATER SUPPLY PIPING PC PC PC 1-3. 23 17 SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION .. SANITARY DRAIN PIPING PC PC PC 1-3. 23 WASHING MACHINE KEC KEC 1-3, 23 DETAIL Â»200% WATER SUPPLY PIPING PC PC PC 1-3. 23-24 SANITARY DRAIN PIPING PC PC PC LAVATORY (OR HAND SINK) 0 WARE WASHER KEC KEC 1-3. 6, 22. 27 WATER SUPPLY PIPING PC PC PC 1-3 5 22. 27 SCALE: )5"=1'-0 SANITARY DRAIN PIPING PC PC PC 1-3. 6, 22 MISCELLANEOUS ITEMS 1-3, 6,22 APPLICABLE BACKFLOW PREVENTION KES/BSI ~ PC I PC 1-3, 6. 22 & .3 PLUMBING FIXTURE SCHEDULE /8 2 TAG DESCRIPTION MANUFACTURER MODEL WATER USE ACCESSORIES/COMMENTS TOTO TEL101-01 OE#C 1.0 GPM FAUCET OPERATION: SENSOR mi.362 F-1 FAUCET FOR LAV-1 (0.17 CAL/105 SEC CYCLE) eq I / : -1 . 9 ZURN Z415-SZ PIPE SIZE: 3" FUNNEL NONE FO-2 6*6 FLOOR DRAIN C JAY R SMITH 2005 STRAINER SIZED 6" NICKEL BRONZE SEENOTE 8 - r m bi:b -1- 534 -I I - :g:g:o m Â£:ge .0 KOHLER K-2882-0 FAUCET: F-1 SEE NOTE 10 LAV-1 LAVATORY TRUEBRO LAVGUARD2 MODEL #102-E-Z SEE DETAIL 2 ON PO.1 CORIAN COUNTER BY G.C. 9 0 0 0 5J TOTO UT445U#01 FLU SH VALVE : TOTO TEU 1 UN 1 2#CP FLUSH VALVE OPERATION SENSOR 2/ Z UR-1 ADA WALL-HUNG URINAL ZURN Z5755 0.125 GPF ZURN ZTR6203-ULF-LL SEE NOTE 2 3Â» 34" I.P.S.. 1" TOP SPUD : k===0 id al .2 2 TOTO CT705EN#01 FLUSH VALVE: TOTO TETrLN32#CP FLUSH VALVE OPERATIONÂ· SENSOR 0: %8 E: ' WC-1 WATER CLOSET ZURN Z5655 1.28 GPF ZURN ZTR6200EV-LL SEATÂ· BEMIS MODEL 2155CT 2..W .Â° 1- I.P.S , 16" TOP SPUD TOTO CT705ELN#03 FLUSH VALVE: TOTO TET1 LN32#CP FLUSH VALVE OPERATIONÂ· SENSOR WC-2 ADA WATER CLOSET ZURN Z5665 1.28 GPF ZURN ZTR6200EV-LL SEAT BEMIS MODEL 2155CT 1" I P.S. 16" TOP SPUD TO ORDER PLUMBING FIXTURES, NOTÂ£5 CONTACT HD SUPPLYÂ· 1 SEE Mc DONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS 2 PLUMBING CONTRACTOR SHALL COORDINATE WITH G C. TO PROVIDE BLOCKING FOR PROPER URINAL SUPPORT PHONE: (866) 310-3576 E-MAIL: MCDCOORD@HDSUPPLY COM 3 PLUMBING CONTRACTOR SHALL COORDINATE WITH G C. TO PROVIDE INTERIOR BLOCKING ON W/W BUILDING FOR WALL CLAMP O W 4. NOT USED CN x 5 PLUMBING CONTRACTOR SHALL ROUTE )6" DRAIN PIPE FROM HOSE BLEE TO NEAREST FLOOR DRAIN OR FLOOR SINK 6 PLUMB1NG CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT 7 SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION - PLUMEINIC CONTRACTOR SHALL COORDINATE INSTALLATION WITH K E. S 8 PLUMBING CONTRACTOR SHALL SPECIFY CONNECTION MATERIAL/riPE WHEN ORDERING Re,icâ€¢ed firâ‚¬,in,pli,Ince 9. PLUMBING CONTRACTOR SHALL SPECIFY 8URY DEPTH WHEN ORDERING 10 PLUMBING CONTRACTOR SHALL PROVIDE GRID DRAIN. P-TRAP AND VALVE STOPS FOR ALL SINKS & LAVS C .,1.ir,dii ' 1.1 e C 'ing/ting, 1.1.C n,c,e pi.- lun e i=n ~lic,â€¢m 1,/ .â€¢le 0 0 Eo '16.me ~n dim,Lal w~hlb*.1 1â€¢,11Â·~~ ..GiÂ« P,1. 0-. 11~ I.Alwal I *./.-.ul--*U- ~ IÂ·tii.Jiâ€¢~ ill i,4 â€¢16|1 rlill . w- n/LI 111 1.C ap,nn,1.1.41"re'.11,['.D.......ID 005-017300 0 â„¢in Ii.~ ~i[ 11,Â¢ Ilk~c ~~ld.1.1 .r i,f ~#. .ibil./.,â€¢f,1. I.I.*. ; PO.1 Hi Gul RnÂ·Um']]ey I)')27 11IX e SCHEDULES & DETAILS AECOM PROJECT No 60531369 N0IldINJS3(] 31vO A32 ..8 00 BV< 53153 3AV NOSd~(0+41 'I8 k. ..-goo sjauuel - siaaut6ue - NOI.18)gl 1098 â‚¬99 Â£26 xe, 0699.â‚¬88 49373 idlfaul<"upu 122â‚¬p 25"1/"~16~1"Adf~,fo,p as",1 z L u,100 dioosin paZIJâ„¢/D )Ou Si )0@(OJd Ja410Ue uo @Sn@J jOI /UllUI,JOp /04%0 41 SS3210]OV Jill I 31IS A. 03UM" Dll p@onpo.0.0 pe,doJ 1 I ; 4.,/dold IE] 03 ..audold pue NOW 1 391 3800 M pUD 'Dp InS p n~,00 lieils Di,i,@ds s,4} U~el~ JOI 040),ii,ads pim sbuiâ€¢p r es@41 1 I.. 0 /0 'SI /O 'llt>pls ... 03nS/1 g.... 31Â¥0 3 - dWIN LLOZ ~~~~ 1 @J JSPBOJE3 EL p.jodid 01. m @41 7%%51. I , Oil'/ LLI[>@1 NOTES: LU 1. VERIFY EXACT PIPING LOCATION IN FIELD. ,-AREA OF WORK L --- 1 1 1 1 -=19-141 11 4 r m2/ Ex'STING FLOOR DRAIN TO L <~ <<< WOMEN'S ~/'-- BE REPLACED WITH NEW ' VESTIBULE -1-15 .1.- -DU ExtsT]NG WC TO BE ~ ~VA V 7 /- .. 11 EXISTING MOP SINK TO REMAIN 400 46, i REPLACED WITH NEW r\%1 /. 1 3, A. A. ru311.1 7, EXISTING LAV TO BE ~~ 1 9 _11 -9-- LUU ~ REPLACED WITH NEW lili 'IN 111 111 FREEZER F- I F 9 9 4<Lift_ 12 F lili EXISTING URINAL TO BE ~~ lili REPLACED WITH NEW 14,q %,1 4 11:1 T-n DINING D E-101-1 ,-Â¥A MEN'S 4/ 11 133-1 - 1 &4. A 3-I-- 1-7 SUPPORT rm-1 : v-----------, T IP == 91 4 f : 112 U) SCULLERY 3.- ~ | CUSTOMER SERVICE - COOLER 100 i,31 - KITCHEN ~| ~=-44 1-106-1 Z&SÂ§ . 4- 2 lilli r- 7 lilli 1 1 lilli 11 m 1 1 1 19 1 1 lillicr ~' ~o .-. oc,E 11 1 lilli 3 . t~ E Â£'3t I lilli Â· e3.9 o- Â· c & CREW ROOM ~ | 410 ~ O Eliz ov 109 | lilli , 2 6 &2) 4â€¢ OFFICE L ) 1 1- lilli 1 1 : 8 2 2 .1 CEE] " -31 ~ . gli!58 11 11 ku-Â«=1] il Emii: %*DiR 0. 22/. ./ 7012=t ," I - 3-; w --C.O 1 1 PRESENTER - 8 - 212 [32~1 4 VESTFULE 115 Ft 1 vurru-ar- , 1 ' 22 19 4 0. =33%* /Th PLUMBING DEMOLITION PLAN SE: :: ~. SCALE 1/4" = 1'-0 u) 1 1 j CO 0 0 E RM[ened fur (,impin/r g ' 111(irld' (Â·i'. â‚¬ 1.1-Inn g, 1.1.â‚¬ Tl~.e pL=~ Imm,lue.11.-1. 3@* UN~* .*M #I -**I 3O0bl ~1*L' I.*cd-â€¢h, im:ew ,4th- 3 (No: 4~11â„¢11â€ži ,~M.mâ‚¬.~,~0 â„¢â€¢ h-d,4, le Imit fulf npprn.~i][ *DÂ·vi#%.# 005-0,73 00 0 [,in-/~h,~](nec.*101.K 1, ~4~Â» ,& *-Ilihc jil.iki,iÂ»~ ;PD 1.0 13~ ( ;11 Ro%miller [~9 27 3) 1 M AFCOM PROAFCT No 605.3 1.369 ~ DEMOLITION NOI1d B 0S3( 31\10 /\3H 291/Li' ~31Â¥0 L 1509 03 '>181Â¥d S 31S3 3AÂ¥ NOS/AOHI 9,8 kog mo-500 -1, uoileiodioo 801~LX3 9K |. : 564|~ D UO I JO I 30<12 woo dioosin 34 5' 0 41 "Tuo ue asna., .ic; sw ppd'"'/0, 4 SS3800Â¥ 3il' 01 lili ' DJO /0./.1 ds pu â‚¬60,9/1/ 0/41 71//se y..f f : r=: 10 ~ n nen MO~ 03HÂ¥d38d .8 N...0 #: '/ s.piÂ°TÂ°. ~0 410 0. '-8 7,/7) Wool 3/:ed S,41 1.0 @sn 4 d~4 1 SGOIAIa'~ Z da 109 8 Z NOTES: 1 CONNECT NEW VENT & SANITARY PIPING TO EXISTING VENT AND SANITARY PIPING. VERIFY LOCATION OF EXISTING PIPING IN FIELD. 2. SEE DRAWING PO.1 FOR NEW HAND SINK. NEW FLOOR DRAIN ON AREA OF WORK EXISTING ROUGHING MODIFY ROUGHING AS NEEDED. -------/- ----9 11 ~FD*/ 1 F-7, f--1 114 9 9 *OWEN'S VESTIBULE ill 11 d 1 H' 0 111 931% ft F EXISTING MOP SINK TO REMAIN NEW LAV ON EXISTING ROUGHING 7 NEW WC ON EXISTINC ~ 1 MODIFY ROUCHING AS NEEDED - ROUGHING. MODIFY PROVIDE NEW MIXING VALVES ROUGH1NG AS NEEDED (2=2 F 4 0- FL_=, REFER TO DETAIL I ON DWG. PO 1. EXISTING MOP SINK TO REMAIN 101 11 = FREEZER UEN 24 Elf[M-0991 NEW LAV ON EXISTING ROUGHING 11 L]~El LAM=1 L MODIFY ROUGHING AS NEEDED 37-1 PROVIDE NEW MIXING VALVES. 1 -9 REFER TO DETAIL 1 ON DWG PO1. DINING NEW URINAL ON EXISTING ri37-1 MEN'S ~p~ ROUGHING MODIFY [---1- 0273 - ROUGHING AS NEEDED. SUPPORT | - F-3 2 11 1 1 1 1 1 112 1 SCULLERY ri-irl 1 CUSTOMER SERVICE - ~ 11 1-iE-1 - COOLER _ ~~ | - 0 KITCHEN 2 N 4 1 H 11 0 ri35-1 ENac . 32 :2! O 2 *:, D .0.- 1 *dir 11 ' ' 2 0 'in 1 5 =JE .60 OFFICE 11 goill , E-TBE' 11 LU_~~_-u_Â«Â«~ 3 â‚¬ ORDER U PRESENTER 97 0= I VESTIBULE riÂ·66-1 lE f.".. E-TE-11 9 0 U) I 1 iat~L= 1 =~i:j~i~ < 0 0 . rih PLUMBING PART PLAN E 4LB,/ SCALE 1/4. = 1-0 E: 0 /\ Re emed fir C implianâ€ž. ' .....{ 'de'......2, Ill Tbel'Lirb-.beÂ¢nm-Ilillil 2 26=:Amn=:* -.h.n~tâ€¢i.cdâ€¢..1.**,411-I z ..1/IL~n .//*. ..... 1.-1 4. I. /0,!11,1 11-midl.â‚¬N~UOW,Ulli~=n 005-0173 00 0 ,#Ii.~,i,filic.#Cl,4 Lvl~t~I~,1|~~. â€¢,~n-â€¢,fll-â€¢I'lli ;Pl.0 8. Gil Râ€ž,Nmiller 09 27 20 H PLUMBING PLAN AFCOM PROJECT No 60531369 uoije.lodioo ZM H &101831)(3 9 L 36100 sjauueld - sieaui5u LOZ @}Ins RMS P 54"W Oop )000"/ 24 UO9DZIJO4,nO ual;IJ" ).O /'/ LU[al 'Noolv 1099 Â£99 EL6 xe, 0698 Â£89 Â£26 Ii,mbaÂ·' ;Â°er<d, ;@4,0~ 012't 0,duloga Jo aou@.le 3. ,. sbui.o,p 0.0 Z [/LE/ZO LUUJ UJUID.111.WÂ¥WV. U+44 A8 038Â¥d]Md 111 Â¥5 MO' 0...2 19 NM.0 I.In Z ; 2,/141112,4?Jil'rr :r 1 70'Sls,PIDU//01,1 '0 4,/0,1 AS 0Â»31.8 NOIidIHOS30 uo'Inpo.,da/ S.14.@U 160@ puo spa,140 I pa/u@Di Ki,@doid /0 s//1/J~s These drawings arid . / s :)/0 ou uo' I s I :00ds /1 ' uo as' i 5 'ua' WP ID, 7 @SM JÂ°~ "q-' , 03ASS! 31/0 dbIA L LOZ I - ELECTRICAL SPECIFICATIONS AND GENERAL NOTES: 1 THE ELECTRICAL CONTRACTOR (E.C) SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE *ID FULLY OPERATIONAL F NEW CONDUIT AND 80XES TO 8E INSTALLED WITHIN ALL EXISTING FINISHED BUILDING DRYWALL, fORRED BUILDING WALLS. PART,IONS AND ELECm,CAL SYSTEM/INSTALLATION. COLUMNS SHALL BE INSTALLED WITH EMT AND FLEXIBLE RACEWAYS NOT MORE THAN 6'-0 LONG. E.C. SHALL INCLUDE ALL COSTS FOR DRYWALL ACCESS, CUBING, PATCHING, PAINTING. ETC IN BIDS FOR SUCH CONDITIONS. FIELD VERIFY ALL LOUTIONS ON SITE PROR TO 2 MATERIALS AND INSTALLATION SHALL COMPLY WITH ALL CODES, LAWS AND ORDINANCES Of FEDERAL, STATE AND LOCAL GOVERNING BODIES FINAL BIOS. EXCEPTIONS DURING 810S SHALL BE SUBMITTED IN WRITING HAVING JURISDICTION. G. THE G.C. AND Su8C0NTRACTORS SHALL BE HELD RESPONSIBLE TO HAVE EXAMINED THE CONSTRUCDON SITE WITH RESPECT TO CONSTRUCnON DRAWINGS. ACTUAL fIELD CONDITIONS. DOOR FRAME HEIGHTS. PIPING OBSTRUCTIONS, OUCTWORK HEIGHE AND LEVELS, 3. ALL WERIALS AND EQUPMENT SHALL BE LISTED ANC)/OR LABELED BY U L. ETL, CSA. OR ANOTHER RECOGNIZED TESTING LABORATORY FLOOR LEVELS, CEILING HEIGHTS. ETC. PRIOR TO FINAL BIDS H. ALL NEW BUILDING STANDARD EQUNPMENT, DEVICES AND MATERIALS SHALL BE EQUAL TO OR GREATER IN QUALITY TO EXIST~NG APPROVED 4 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES. TAXES AND UCENSES NECESSARY FOR THE PROPER BUILDING STANDARD MATERIALS PRESENTLY INSTALLED IN GUIDING EQUIPMENT, DEVICES AND MATERIALS SHALL 8[ SUBJECT TO THE EXECUTION AND COMPLETION Of Al ELECTRICAL WORK. APPROVAL OF THE ARCHITECT, PROJECT MANAGER AND ENGINEER 1 ALL EMERGENCY AND EXIT SIGN JUNCTION BOXES SHALL BE PAINTED RED PANEL TAG AND CRCUIT NUMBER FOR ALL WIRING WITHIN 5 THE CONTUCTOR SHALL PREPARE AND SUBMI TO GOVERNMENTAL AGENCIES, UTILITY COMPANIES. AND LOCAL CODE OFFICIALS, SHOP JUNCTION BOX SHALL GE INDICATED ON COVER. DRAWINGS AND/OR INSTALLATION DETAILS WHICH ARE REQUIRED BY THESE AGENCIES FOR THEIR APPROVAL J ALL JUNCTION BOXES SERVING LIGHTING AND POWER SHALL HAVE CIRCUIT NUMBERS AND PANEL TAGS FOR ALL WIRING WITH+N JUNCTION 80X INDICATED ON COVERS 6 THE CONTRACTOR SHALL NOTIFY THE ARCHÂ¢TECT, ENGINEER AND PROJECT MANAGER IN WRITING OF ANY WATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE. UNSUITABLE, IN VIOLATION OF LAWS ORD]NANCES, RULES OR REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION 33 A NEW PANEL80ARD COPPER GROUND SUS SHAU BE INSTALLED FOR EQUIPMENT GROUNDING REQUIREMENTS FOR ALL PANELBOARDS LACKING A GROUND BUS 7 THE CONTRITOR SHALL PREPARE AND SUBMIT TO THE FIRE PREVENTION BUREAU ALL DOCUMENTS. INCLUDING DRAWINGS AND SUBMIT[ALS, 34 PERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BE REQUIRED OR NECESSARY FOR THE FULL ANO COMPLETE EXECUTION OF THE REQUÂ¢RED TO OBTAIN APPROVAL OF THE EMERGENCY UGHTING, LIFE SAFETY, AND EXIT SIGN SYSTEM(S) FOR TYPES AND LOCATIONS. A COPY OF THE APPROVED DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT AND ENGINEER PRIOR TO THE START OF CONSTRUCTION WORK, WHETHER EXPLICITLY SHOWN AND/OR SPECIFIED OR NOT. EXACT EXTENT OF DEMOLITION WILL NOT BE FULLY INDICATED & DRAWÂ¢NGS DETERMINE THE NATURE AND EXTENT OF DEMOUTION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH 8 ALL NEW ELECTRICAL WORK OR MODIFICATIONS TO EXISTING ELECTRICAL DISTRIBUTION PANELS. PANELBOARDS, METERS, ETC SHALL BE ARCHITECTURAL AND DEVOLITLON DRAWINGS TO EXISTING CONDITIONS. ELECTRICAL EQUIPMENT WHICH WILL NOT BE REUSED SHALL BE TURNED INSTALLED AS INDICATED ON THE ELECTRICAL CONSTRUCTION DOCUMENTS. THE E.C. SHALL SUBMIT SHOP DRAWINGS Of ALL EQUIPMENT TO OVER TO THE OWNER OR REMOVED FROM THE PREMISES AS DETERINED BY THE PROJECT MANAGER. BE INSTALLED INDICATING FLOOR PLAN LAYOUT, ELEVATIONS, AND ALL DIMENSIONS FOR APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION CODE REQUIRED CLEARANCES IN FRONT OF ALL ELECTRICAL EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES. 35 ANY EXISTING ELECTRICAL MATERIAL AND EQUIPMENT WHICH INTERFERES WITH THE NEW ADDITION OR REMOVAL OF EXISTING WALLS SHALL GE REMOVED OR RELOCATED BY THE CONTRACTOR VERIFY RE MOVAL AND NEW LOCATION OF EQUIPMENT WÂ¢TH THE PROJECT MANAGER AND THE 9. THE CONTRACTOR SHALL INCLUDE IN BID AN ALLOWANCE FOR THE FOLLOWING ADONIONAL LIFE SAFETY DEVICES. INCLUDINC INSTALLATION AND ARCHITECT/ENGINEER PRIOR TO WORK Al CONDUIT AND WIRE. FOR ADDITIONAL DEVICES AS MAY BE REOUIRED BY THE REVIEW OF THE AUTHORITY HAVING JURISDICTION 36. VERIFY CLEARANCES FOR ALL NEW OR EXISTING RELOCATED ELECTRICAL WORK BEFORE PROCEEDING WITH CONSTRUCTION. COORDINATE USAGE (2} EXIT SIGN FIXTURES OF AVAILABLE SPACE WITH ALL TRADES. IN THE EVENT OF CONFUCTS, NOTIFY THE ARCHITECT AND ENGNEER BEFORE PROCEEDING WITH THE (2) EVERCENCY LIGHING FIXTURES WORK. CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR EACH QUANTiTY ADJUSTMENT 37 WHERE EXISTING CONDUIT 15 SHOWN IN THE DRAWINGS, IT IS SHOWN DIAGRAMMATICALLY. THE EXACT ROUTING Of THE EXISTING CONDUIT SHALL BE DETERMINED ON THE JOe SITE BY THE CONTRACTOR 10. THE CONTRACTOR SHALL INCLUDE IN BID ELECTRICAL UNIT PRICES (EUP) TO PROVIDE ADDITBONAL LIFE SAFETY DEVICES WITIN FINISHED CEILING SYSTEMS. INCLUDING Al CONDUIT AND WIRE, FOR EACH TYPE OF DEVICE AS SCHEDULED IN NOTE NUMBER 9 THE UNfr PRICE SHALL INCLUDE ALL GENERAL CONTRACTOR ASSOCIATED COSTS TO INSTALL DEVICES WITHIN INSTALLED CEILING SYSTEMS 38. ALL HANGER AND,jOR ROD SUPPORT SYSTEMS SHALL BE SUPPORTED TO THE BOTTOM RIB OF THE METAL DECK, WHERE APPLICA8LE . 11. THE CONTRACTOR SHALL CAREFULLY E:U,MINE THE CONTRACT DOCUMENTS, MAKE A SCHEDULED ARUNCEUENT WITH THE PROJECT MANAGER 39. PROVIDE A WRITTEN GUARANTEE THAT THE ELECTRICAL INSTALLATION IS FREE FROM MECHANICAL AND ELECTRICAL DEFECTS. CONTRACTOR AT TO VISIT THE SITE. AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK THEIR C05T SHALL REPLACE AND/OR REPAIR, TO THE SATISFACTION Of THE OWNER AND~/OR THE MANUFACTURER'S INSTALLATION FAILURE TO DO SO ILL NOT RELIEVE THE CONTRACTOR OF THE 08LIGATIONS OF THE CONTRACT INSTRUCTIONS, ANY PARTS Of THE INSTALLATION WHICH MAY FAIL MTHIN A PERIOD OF 12 MONTHS FROM CONSTRUCTION ACCEPTANCE IN ACCORDANCE WITH THE CONTOCT DOCUMENTS. PROVIDED THAT SUCH FAILURE IS DUE TO DEFECTS IN MATERk, WORKIANSHIP OR FAILURE 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE PERFORMANCE OF ALL TUDES. FOR THE ENTIRE PERIOD Of- TO FOLLOW THE SPECIFICATIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND/OR DRAWINGS CONSTRUCTION AND SHALL REMOVE ALL TEMPORARY WRING AT THE COMPLETION OF CONSTRUCDON. ALL COSTS FOR ESTABLISHING AND REMOVING TEMPORARY POWER SHALL BE NCLUDED IN BID 40. CONTRACTOR SHALL- PROVIDE ALL NECESSARY PROPERLY SIZED WALL OR MILLWORK MOUNTED BOXES, RINGS. SUPPORTS AND DEVICES AS REQUIRED VIA COORDINATION WITH ARCHITECTURAL WALL SECTIONS AND MILLWORK DETAILS. 13 THE EXISING POWER. SIGNAL AND COMMUNICATIONS SYSTEMS ARE TO REMAIN IN SERVIE TO PROVIDE FOR THE OWNER'S EXISTING FUNCTIONkSHOULD IT BECOME NECESSARY TO SHUT-DOWN ANY SYSTEM OR PORTION OF A SYSTEM, APPROVAL IN WRITiNG MUST BE 41 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRMINGS. WHERE MORE STRINGENT REQUIREMENTS THAN THOSE DESCRIBED OBTAINED FROM THE PROJECT IANAGER AND SHALL BE ONLY FOR THE PERIOD AND TIME AGREED UPON THE 810 IS 70 INCLUDE THE COST HEREIN OR AS SET FORTH UNDER CODES, LAWS AND ORD]NANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION, OF ANY TEMPORARY ERING AND PREVIUM TIME REQURED FOR THE SHUTDOWN THE MORE STRINGENT REQUIREMENT SHALL BE ADHERED TO. 14 ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, TOOLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED AND 42. ALL EMERGENCY UGHTING FITURES AND EXIT SIGNS SHALL BE PROVIDED WITH A BATTERY INVERTER EMERGENCY TYPE BALL,eT EMERGENCY PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS BALLAST SHALL BE A TWO LAMP TYPE OF 600-700 INITIAL LUMEN BTED (1,11NIMUM) TO ILLUMINATE FIXTURE IN THE EVENT OF A POWER FAILURE BALLAST BATTERY SHALL MAINTAIN 87.5% OF THE NOMINAL RAITERY VOLTAGE AFTER 1 5 HOUR5 TO COMPLY MTH NEC SECTION 700 15. ALL CUTTING. OR,ING AND PATCHING Of MeNRY. DRYWALL. CONCRETE, STEEL OR IRON WORK BELONGING TO THE BUILDING SHALL 8E AND UL924. BALLAST SHALL BE AS MANUFACTURED BY BODINE. (lil)[El 860 FOR TB APPLICATIONS) SECURITY LIGHIANG (MODEL. UF0120 fOR DONE 81 THIS CONTRACTOR IN ORDER THAT WORK MAY 8E PROPERLY INSTALLED. UNDER NO CONDITIONS WAY STRUCTURAL WORK BE CUT, COMPACT FLUORESCENT APPLICATIONS) OR AN APPROVED EQUAL TO MEET THE SPECIFICATIONS USTED ABOVE. LED FIXTURES DENOIED AS EXCEPT AT THE DIRECTION OF THE ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE. EMERGENCY SHALL BE APPROVED WITH Duk UTE LGHTING INVERTER MODEL #LG 1 -T INVERTER SHALL BE CAPABLE Of ILLUMINATING AXTURE FOR 1.5 HOURS T COMPLY WITH NEC SECTION 700 AND UL924. E.C. SHALL NOT INSTALL MORE THAN FOUR FIXTURES TO EACH 1 6 SHOP DRAWICS SHALL INCLUDE MANU f ACTURER'S NAMES, CATALOG NUMBERS. CUTS. DIAGRAMS AND OTHER SUCH DESCRIPT/E DATA AS MAY INVERTER PROVIDE ADDITIONAL INVERTERS AS NECESSARY BE REQU,RED TO IDENTIA AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS (FOR EXAMPLE ALL LIGHTING R(TURES). 43 IDENTIFICATION OF ELECTRICAL ITEMS. PARTIAL SUBITTALS WILL NOT BE REVIEWED A PROWDE PERMANENT IDENTIFICATION MARKING AND NAMEPLATES FOR ALL CONOUCTORS AND EACH ITEM OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT. WITH THE SAME INSCRIPTIONS AS SHOWN ON THE DRAINGS ALL IDENTIFICATION MARKINGS SHALL 17 SUBMIT fOUR (4) COPIES OF THE FOLLOWING SHOP DRAWINGS FOR REVIEW: BE CLEARLY AND NEATLY APPLIED A LIGHTING FIXTURES AND LAMPS B. APPLY ENGRAVED PLASTIC LAMINATE NAMEPLATES WITH NON-CORROOING TYPE SCREW FASTENERS OR RIVETS TO ALL MOTOR STARTERS. 8 WIRING DEVICES DISCONNECT SWICHES, RELAYS. REMOTE CONTROL PANELS, PUSH BUTTON STATIONS, PANELBOARDS, SWITCHBOARDS, TRANSFORMERS AND C LOW VOLTAGE RELAYS AND SWITCHES D DIMIERS AND CONTROLS OTHER ELECTRICAL APPARATUS NAMEPLATES SHALL BE WHITE WITH BlACK CORE. 1 1/4 x 3 WINUM WITH 3/16 HIGH LETTERING THE NAMEPLATE SHALL IDENTIFY NAME OF DEVICE OR LOAD THE DEVICE IS SERVING C PROVIDE A IPEWRITTEN DIRECTORY Of CIRCUITS IN LIGHING AND POWER PANELS AND PROV,OE PANEL IDENTIFICAnON IN BLACK ALKYD 18 CONTRACTOR SHAUL PROVIDE AS-BUILT DOCUMENTATION AND HARD COPY REPRODUCIBLE DRAWINGS AT THE COMPLETION OF THE PROJECT PA,NT STENCILED INSCRIPTIONS ON THE INSIDE Of THE DOOR, DIRECTLY ABOVE THE CENTERLINE OF THE DIRECTORY FRAME OR ON THE AND SUBMIT TO THE ARCHITECT AND THE ENGINEER. AS-BUILT DRAWINGS SHALL INDICATE EXACT CIRCUIT NUMBERS. LOCATIONS OF AU- VERTICAL AND HORIZONTAL CENTERLINE OF DOORS WITHOUT DIRECTORY FRAMES DEVICES, CEILING FIXTURES AND RACEWAY FOR LIGHTING. TELECOMMUNICATIONS AND POWER DISTRIBUTION SYSTEMS AS INSTALLED D. PROVIDE ON DEVICE PLATES FOR LOCAL TOGGLE SWITCHES. TOGGLE SWITCH MANUAL STARTERS, PILOT LIGHTS AND OTHER ELECTRICAL- 19 ALL MATERIAL. EQUIPMENT, WIRING DEVICES. ETC SHALL BE NEW AND OF COMMERCIAL GRADE UNLESS SPECIFICALLY INDIOTED TO BE ITE.S. WHOSE FUNCTION IS NOT READILY APPARENT, ENGRAVED SUITABLE INSCRIPTIONS OR PLASTIC LAMINATE NAWEPLATES 0ESCR18+NG THE EQUIPMENT CONTROLLED OR INDICATED. REUSED ON DRAWINGS, E. EMBOSSED SELF-ADHERING PLASTIC TAPE lA8ELS WILL NOT BE ACCEPTED 20. EXCEPT AS NOTED OTHERWISE, ALL WORK REQUIRED FOR THE ELECTRICAL INSTALLATION AS SHOWN ON DRAWINGS SHALL INCLUDE ALL LABOR, 44 ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXISTING OR NEW NON-ACCESSIBLE SYSTEM DEVICES. PULLBOXES AND EQUIPMENT FOR INSTALLATION METHODS. EQUIPMENT AND MATERIALS AND SHALL BE IN STRICT COMPLIANCE WITH ALL BUILDING STANDARDS RELOCATION TO ACCESSIBLE CEILING AREAS E C SHALL INCLUDE ALL COMPLETE COSTS FOR RELOCATION AND VERIFY SUCH CONDÂ¢TIONS WITH 21 PROVIDE A COMPLETE METAL RACEWAY SYSTEM. FITTINGS AND ENCLOSURES FOR ALL ELECTRICAL MING SYSTEMS TO BE INSTALLED FOR THE ARCHITECTURAL CEILING PLANS PRIOR TO FINAL BIDS PROJECT. SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, POWER, COMMUNICATIONS, SECURITY. PAGING, TEMPERATURE CONTROL AND 45 EXISING CONDITIONS OF ALL EXISTING BUILDING EQUIPMENT. DEVICES, FIXTURES AND SYSTEMS THAT REQUIRE REWIRING, REUSE, RELOCAION OTHER CONTROLS OR REFURBISHING AS PER DRAWNGS AND SPECIFICAnIONS SHALL BE FIELD VERIFIED BY THE E.C PRIOR TO COMMENCEMENT Of ANY WORK TO BE COMPLETELY OPERATMONAL EC SHALL SUBMIT A WRITTEN STATEMENT AND ITEMIZED LISTING OF ALL EXISTING COND,IONS OF THE 22. FLEXIBLE CONDUIT CONNECnONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH FLEXIBLE STEEL CONDUIT. 1/2 INCH WINÂ»AIM, FOLLOWING. ALTHOUGH NOT LIMITED TO THOSE LISTEDÂ· INCLUDING AN INSULATED COPPER GREEN EQUIPMENT GROUNDING CONDUCTOR OR METAL CLAD TYPE CABLE WHICH ALLOWS SHEATH TO BE A. HVAC EQUIPMENT USED AS EQUIPMENT GROUNDING CONDUCTOR. B. EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES C. LIFE SAFETY /FIRE ALARM SYSTEM DEVICES 23. WRE NUMBER 8 AND SMALLER FOR USE IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN THERMOPLASIC 600 VOLT INSULATED COPPER CONDUCTORS FEEDERS AND POWER WIRING NUMBER 6 AND LARGER SHAE BE TYPE THW 600 VOLT ISULATED COPPER. WIRE WHICH IS D LIGHTING AND RECEPTACLE DEViCES INSTALLED IN RACEWAYS IN MOIST OR DAMP LOCATIONS SHALL BE THWN, 600 VOLT INSULATED COPPER CONDUCTORS NO WIRE SMALLER THAN NUMBER T 2 AWC SHALL BE USED FOR LIGHTING OR POWER THE WRITTEN STATEMENT SHALL BE SUBMITIED 10 THE PROJECT MANAGER, ARCHITECT AND ENGINEER PRIOR TO WORK. IN THE EVENT THAT THE CONTRACTOR COUMENCE5 WORK WITHOUT SUBMITTAL, THE CONTRACTOR SHALL ASSUME ALL RESPONSIOUTY AND COST TO MAINTAI THE ABOVE IN GOOD WORKING ORDER AND CONDITION 24 8RANCH CIRCUIT HOMERUN WIRING Â£ GENERAL- PURPOSE BRANCH CIRCUIT HOMERUNS CONSISTING OF TWO NETWORKS SHALL HAVE PHASE, NEUTRAL AND GROUND 46 E.C. SHALL REFER TO ARCHITECTURAL DWINCS FOR EXACT LOCATIONS OF ALL ELECTRICAL AND COMMUNICATIONS OUTLETS ELECTRICAL CONOUCTORS INCREASED TO NUMBER 10 AWS, THIN AS A MINIMUM WHERE HOVERUN (ONE OR MORE NETWORKS) EXCEEDS 1 00 ENGINEERING DRMIGS SHALL BE USED FOR CRCUITING INFORMATION ONLY LINEAR FEET. CONDUCTOR SIZE SHALL BE INCRUSED ONE TRADE SIZE. 8. All BRANCH CIRCITS, FEEDERS AND HOMERUNS SHALL BE PROVIDED WITH AN INSULATED COPPER GREEN GROUNDÂ¢NG CONDUCTOR 47 E C. SHALL REFER TO MECHANICAL AND PLUMBING ENGINEERING DRAWINGS fOR EXACT LOCATONS Of ALL MECHANICk AND PLUMBNG ROUTED IN THE SAUE CONDUIT GROUNDING CONDUCTOR SHALL RE SIZED PER THE REQUIREMENTS OF NEC SECION 250 EQUIPMENT C HOWERUN LENGTH SHAE BEGIN AT THE CENTRAL POINT OF ALL DISTRIBUTED CIRCUITS TO THE PANELBOARD CIRCUIT 8REAKER 48. FOR ELECTREAL SITE PLAN INFORMATION, INCLUDING BUT NOT LIMITED TO RELOCATED SITE LIGHTING AND RELOCATED DRIVE-THRU 25 ALL NEW C}RCUIT BREAKERS FOR EXISTING PANELBOARDS AND DISTRIBUTION PANELBOARDS SHALL MATCH EXISTING BUILDING PANELBOARC ELECTRICAL EQUIPMENT. REFER TO DRAWING SP.1 MANIFACTURER AND CIRCUT BREAKER TYPE. ALL CIRCUIT BREAKERS SHALL BE BOLT ON 1YPE. AIC RATING OF NEW CIRCUT BREAKER SHALL MATCH AIC RALNG OF PANE~BOARD IN WHICH IT G INSTALLED WHERE SERIES RATED TYPE CIRCUIT 8REAKERS ARE USED, NEW CIRCUIT BREAKERS SHALL BE INSTALLED SO AS TO MAINTAIN THE UL SERIES RATING Of THE ENTIRE SYSTE* THE CONTRACTOR SHALL PROVIDE A 49. ALL ELECTRICAL MATERIAL ON THIS PROJECT SHALL BE "Ul" LISTED AND LA8ELED. NEW TYPEWRIT[EN PANEL FRECTORY FOR EACH PANEL CHANGED AT THE COMPLETION OF THE PROJECT. EACH CIRCUIT BREAKER SHALL BE 50. APPROVED SWITCHBOARDS. PANEL & SPO SUPPLIERS: LABELED TO IDENTIFY LOAD IYPE AND LOCATION. 26 THE CONTRACTOR SHALL VERIFY THE CEILING CONSTRUCTION TYPE WITH ARCHITECTURAL DETAILS BEFORE ORDERING LIGHTING FIXTURES IN SIEMENS Energy ond Automoton SQUARE D VIA GRAYBAR , ORDER TO CONARI PROPER ~OUNTING SPDÂ·INTEGRAL, PANEL SAFE SERIES, 900 REGENCY DRIVE (208Y/120V, 30) GLENDALE HEIGHTS. 2 60139 27 EACH SWITCH, LIGHT, RECEPTACLE OR OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED WITH A GALVANIZED OR SHERARDIZED PRESSED MCIONALOSORDERS.SEAOSIEMENS.COM TELÂ· (800)784-6059 OR (630) STEEL OUTLET BOX OF THE KNOCKOUT TYPE, OF NOT LESS THAN NUMBER 14 U.S, GAUGE STEEL CONDUITS SHALL BE FASTENED WITH PHONEÂ· (800) 624 3274 671 6304 LOCKNUTS AND BUSINGS AND ALL UNUSED KNOCKOUTS SHALL BE LEFT SEALED. THERE SHALL 8E SUFFICIENT ROOM FOR WIRES AND FAxÂ· (678) 297 7096 SPD INTEGRAL 1-UNE SERIES, BUSHÂ¢NGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED. BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED 2349 W LIKE ST. SUITE 200 (208Y/120V, 30) ADDISON, IL 601 01 28. IN SUSPENDED CE,UNGS, SUPPORT CONDUITS AND JUNCTION BOXES DIRECTLY FROM THE STRUCTURAL SYSTEM, DECK OR FRAMING PROPOED FOR TIT PURPOSE LIGHTING BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPUNE UNLESS THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE ANO APPROVAL HAS BEEN GRANTED 0 THE ARCHITECT AND THE ENGINEER. 29 E C SHALL PROIDE '361' FIRESEAL SYSTEMS FOR ALL CORES AND RACEWAY PENETRATIONS IN FIRE RATED WALLS, PART,n ONS, CE,UNG PENETRATIONS, ETC. USING CP-25' CAULK, 303 PUTTY AND/OR FLAMESOd; Pum AS PER MANUFACTURER'S INSTRUCTIONS ZO MAiNTAIN EXISTING AND NEW FIRE WINGS. VEmFY FIRE RATING CONDITIONS AND LOCATIONS PRIOR TO FINAL BES ALL OPEN LEEVE PENETRATIONS SHALL BE FIRESELAED INSIDE AND OUTSIDE BY EC AFTER ALL CeLING IS COMPLETELY INSTALLED SEALING METHODS SHALL SE PROVIDED BY E.C. AND SHALL BE SUBJECT TO THE APPROVAL Of THE CABLING CONTRACTOR, 30 NUMBERED CIRCUITS SHOWN ON PLAN ARE FOR THE CONVEYANCE OF DESIGN INTENT ONLY ACTUAL FIELD CONDITIONS WILL AFFECT CIRCUITRY. INDICATE THE ACTUAL CIRCUHT NUMBERS INSTALLED ON THE AS-BUILT" DRAWINGS 31 BUILDING STANDARDS A ALL NEW CONDUIT RACEWAYS AND BOXES FOR ALL SYSTEMS SHALL BE INSTALLED TIGHT- UP TO THE BOTTOM OF THE STRUCTURAL BEAMS WHERE REQUIRED AND PROPERLY SUPPORTED FROM STRUCTURAL MEMBERS. 8. ALL NEW CONDUIT RUNS SHALL BE INSTALLED ABOVE AND OVER THE TOP OF ALL NEW AND/OR EXISTING DUCTWORK. PIPING, CONDUITS, PULLBOXES. ETC EC SHALL PROVIDE ALL NECESSARY ACCESSIBLE PULLBOXES. CONDUIT BENDS SHALL NOT EXCEED CODE REQUIREMENTS WITHIN A SINGLE RUN E.C SHALL PROVIDE ALL PULLBOXES AS REQUIRED. C NEW CONDUIT RUNS OR PULL80XES SHALL NOT 8E INSTALLED LESS THAN 2 INCHES ABOVE RECESSED LIGHTING FIXTURES UNLESS APPROVED BY THE ENGINEER. D NEW CONDUIT RUNS OR PULU30xE5 SHALL NOT BLOCK OR PREVENT fULL AND COMPLETE ACCESS AND OPERATION OF NEW OR EXISTING HVAC EQUIPMENT, ACCESS DOORS, PIPING VALVES, JUNCTION B0XE5, DUCT HEATERS, MAIN SUPPLY AND RETURN AIR DUCTS, PULLBOXES. CLEANOUTS, ETC, E NEW CONDUIT AND PULLBOXES TO BE INSTALLED BELOW NEW OR EXISTING DUCTWORK SHALL BE MOUNTED TIGHT UP TO BOTTOU OF DUCT WrTH 90 DECREE BENDS UP SIDEWAL OF DUCT TO MEET REQUIREMENTS OF LETTER C ABOVE. SUPPORTS SHALL NOT PENETRATE DUCTWORK AND SHALL BE INDEPENDENT OF ALL DUCTWORK SUPPORTS, DIRECT CONTACT OF CONOUT RACEWAY SYSTEMS WRH DUCTWORK OR PIPING SHALL BE PROVIDED WITH V!BRATION SEPARATION METHOD APPROVED BY THE ENGINEER AECOM PROJECT No 60531369 INSTALLATION METHODS: 1,1 ALL ELECTRICAL MATERIAL USED ON THIS PRQECT SHALL BE UL ISTED AND LABELED. 1~2 ALL DIMENSIONS SHOWN ARE TAKEN FROI FACE OF GYP BOARD/PLYWOOD THE EC S,tAL MAKE NECESSARY OÂ¢MENSIONAL ALLOWANCES ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTACLE UNLESS NOTED OTHERWISE /3 ALL /BOXES. DCOs. AND OTHER ELECTRICAL DEVICES SHOWN SHALL BE RECESSED INTO A WALL, FLOOR OR CEILING UNLESS SPECIFICALLY NOTED OTHERWISE. /4 ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN & SIEVE TYPES) SHALL BE FURNISHED BY THE EC TIE RECEPTACLES ICLUDING PIN AND SLEEVE TYPE SHALL BE INSTALLED BY THE EC. /5 EC SHALL PROVIDE STAINLESS STEEL COVER PLATES ON ALL RECEPTACLES AND J-BOXES. ADDITIONALLY. EC SHALL PROVIDE ORANGE NYLON COVER PLATES MARKED COMPUTER ONLY ON ALL ISOLATED CROUND/DED,WED CIRCUIT RECEPTACLES PURCHASE PJBCO (ONE DUPLEX) OR PJ82C0 (TWO DUPLEX) FROM HUBBELL. /6 ROUGH-INS FOR OPTIONAL EQUIPMENT ARE SHOWN ON THESE SHEETS EC SHALL VERIFY WITH MIDONALD*S PROJECT MANAGER WHICH OPTIONAL- EQUIPMENT IS TO BE INCLUDED AND INSTALL OPTIWL ROUGH-INS AS REQUIRED. PRICING FOR OPTIONAL ROUGH -INS SHALL BE INCLUDED IN 810 AND CALLED OUT AS OPTIONAL . EC SHALL COOROINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL CONTRACTOR AND GC FOR AIL LOCATIONS AND CONNECTION REQUIREMENTS Of ALL EQUIPMENT PRIR TO INSTALLATION OF ANÂ¥ CONOUT AND/OR STUB-UP LOCATIONS 48 ALL HOLES IN THE FRONT COUNTER FOR THE POS COROS AND CABLES SHALL BE LOCATED 8, OWNER ANO DRILLED BY GC. /9 All ELECTRICAI CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USING ONLY THE TERWINAL SCREWS RECEPTACLE BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED M M D Gc SHALL NOT INSTALL CEILING TILE IN AREAS OF THE BEVERAGE BAR REFRIERADON INES AND EQUIPIENT PENETRATION LOCATIONS UNTIL THE LINES HAVE BEEN INSTALLED THE CE,UNG TILE INSTALLER SHALL RETURN AND INSTALL THE n LES AFTER THE REFRIGERATION LINES HAVE BEEN INSTALLED AND TESTED GROUNDING: 01 ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS THE ARST ~1[THOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SUIE CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER NEC SECTION 250 REQUIREMENTS EXCEPT FOR LIGHTING AS INDICATED IN NOTE 22 THIS INSULATED EQUIPUENT GROUNDING CONDUCTOR SHAE HAVE ONE END PROPERLY TERMINATED AT THE EQUIPUENT GROUND BUS IN THE CORRESPONDING CIRCUIT 8REAKER PANEL. AND THE OTHER END TERMiNATED AT THE GROUNDING CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUNCTION BOX OR TO AN EQUIPMENT CABIET. AS APPLICABLE THE SECOND IFTHOD PROVIDES EQUHâ„¢ENT GROUNDING VIA METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED iN FITTINGS USTED fOR GROUNING PER #& NEC SECTBON 250 REQUIREMENTS BOTH GROUNDING METHODS ARE REQUIRA) IN A ICDONN D'S RFSTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED GROUND/DED]CATED CIRCUIT -31.h DETAIL ON SHEET Eli (2 EC SHALL REFER TO POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL, SHEET ELL FOR REQURED WIRING REQUIREMENTS OF COMPUTER PANEL CP c]. MAL RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS AS REQUIRED BY NEC SECTION 250 REQUIREMENTS CONDUIT AND WIRE: Wl THE FOLLOWING WIRING METHODS SHALL NOT BE USED NON-METALLIC SHEATHED CIBLE (ROMEX. NIA. NIC, & NIS). ARMORED CABLE TYPE AC (Bx). ELECTRICAL NON-METALLIC TUBIG. TYPE ENT (SMURF-TUBE) W2 CONDUIT RUNS WAY BE COMBINED EXCEPT WHERE SOLATED GROUNDS ARE USED IC CIRCUITS SHAU BE RUN IN SEPARATE CONDUITS ALL HOME RUNS SHALL BE SIZED BASED ON DERATED CONDUCTOR AMPACITIES AND INCREASE CONDUIT AND WIRE I'll SIZE AS REQUIRED BY NEC SECTION 310 REQUIREMENTS Wi CONDUIT SHALL HAVE A MAXIMUM Of 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO CABLE DURING PULLING. THE EC SHALL PIGTAIL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL CABLE ALL LOW VOLTAGE CONDUIT STUB-UPS SHALL BE PROVIDED WITH A 8USH]NG W4 MINIMUM WIRE SIZE SHALL BE /1 2 AWG COPPER UNLESS NOTED OTHERWISE MINIMUM CONDUIT SIZE SHALL BE 1/2 UNLESS NOTED OTHERISE WIRES INSTALLED UNDERGROUND OR OUTDOORS SHAU BE D- j; ro *5 CONDUCTORS # 10 AWG AND SMALLER SHALL & SOLID COPPER. CONDUCTORS #8 AND LARGER SHALL BE STRANDED COPPER CO ALUMINUM CONDUCIORS SHALL NOT BE UTILIZED FOR FEEDER OR BRANCH CIRCUIT DISTRIBUTION 2 W6 RACEWAYS SHALL BE ANY Of THE FOLLOWING MATERIALS. INSTALLED IN ACCORDANCE WITH ALL APPICABLE CODES OUTDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE *6) 1 EXPOSEDÂ· RUC, ]MC 2 CONCEALEDÂ· RIC, IMC 3 BELOW GRADE. SINGLE RUN: RNC. RIC. . 52 0 4. BELOW GRADE. GROUPED: RNC. RIC. 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC. PNEUMAnC. ELECTRIC SOLENOID, OR UOTOR-DRIVEN EQUIPMENT): LFIC. -J , 6 BOXES AND ENCLOSURESÂ· NEIA 250. IPE JR OR 4 1 / O 6 INDOORS: (FOR SPECIAC APPLICATIONS AND APPROPRIATE FITTINGS. SEE TABLE W6) . - 2.20 1. EXPOSED EMT. IMC . a I .0 2 CONCEALED: EMT. JIC. 143 J 3 CONNECTION TO VI8RATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC. ELECTRIC SOUNOID. OR ~ - ~ 1~ ~-1 ' VOTOR-DRIVEN EQUIPMENT) FIC; EXCEPT USE LFIC IN DAMP OR WET LOCATIONS. S ~ ~ 88.01% 4 DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT 5. BOXES AND ENCLOSURES: NEVA 250, TYPE 1. EXCEPT AS FOLLOWS: A. DAMP, WET OR KITCHEN LOCATIONS NEVA 250. TYPE 4. -- STAINLESS STEEL. <J #:p/:: "E TA8LE W6: LOCATION ~ 208V. ~ 480V ~ LOW ENERGYâ€¢ EXPOSED 8.. INDOORS < 3 EMT COMPRESS. FTGS IMC THREADED FTGS EIT COMPR. FTGS 0 20: >1 25" IMC THREADED FIGS OUTDOORS RUC OR IC THREADED FTGS RIC OR IMC THREADED FTGS RIC OR IC IREADED FTGS CONCEALED WALLS <2 EMT SET SCREW FTGS <2' EMT SET SCREW ICS >2.5 +MC EMT .g i C >2.5 IC THREADED FTGS THREADED FTGS ~/2 - 2- SET SCREW fTGS 25 - 4 COMPR. FTGS AIR HANDLING <2 EUT COMPR. FTGS 2 EMT COMPR. FTGS < >25 EMT COMPR. FTGS Ei CEILING/SPACE >2 5" IMC THREADED FTGS 11â‚¬ THREADED. FTGS NON IR <2' EMT SET SCREW FTGS <2 EMT COMPR FIGS >2.5 11 HANDUNG >2.5 NC THREADED FTGS IMC THREADED. FTGS 1/2 -2' SET SCREW FTGS CEIUNG/SPACE 2.5 - 4' COMPR. FTGS BELOW GRADE 0 - . N INTERIOR IMC THREADED FTGS OR IMC THREADED FrGS IC THREADED FTGS SCHEDULE \ U IN SCHEDULE 40 OR 80 PVC 40 OR 80 PVC w .O EXTERIOR SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR I RWC THREADED FTGS RUC THREADED FTGS IC tHREADED /GS ELECTRICAL PANELS: El THE EC SHAE BE RESPONSIBLE FOR BAJACING THE LOADS ON ALL PANELS. E2, THE EC SHALL BE RESPONSIBLE FOR THE PROPER IDENT/ICATION AND LABELING OF ALL CIRCUIT BRWERS EACH PANEL SHALL BE PROVIDED WITH AN ACCURATE TYPEWRITTEN CIRCUIT DIRECTORY AT RE CONCLUSION Of THE PROJECT AND PRIOR TO RESTAURANT OPENING 0 C. Q- i (D 14/'18/ fur C (impli'nre r- L.J 005-0173 00.0 n~.e plnli~e '*Ig fil ~,xic ~,4,ip|I.lk, iii 11[ri= W,Â¢11 11= //"1/4 u,~fi.rE,Â¢.t'.~ ,-ak.~ 11,c.,1.m~.0 .,ill .....0 ~-d.. I. r./. {4 leâ€ž iE8 uWdUnd/-| ,- be Ll-d~O~ loÂ¥~1%..ImÂ¢câ„¢kl,J lrâ‚¬~,lull- ~iti,kiJ~I.:.fl~JInj~h.,iM : El.0 8, 0,1 Rip;;miller 01) 27 201 8 ' GENERAL NOTES L098 Â£88 Â£26 xe; 0699 Â£88 ELB ~4 st'~27v~ ou o al~ulow/,30 ;1"*'4" jo, s~u~* 4 @Sall L /1 sieuueld - SJ@@ui6ue .)po~dai J Nolid!80S30 uollmodloo LUOZ WdY Nolbl31X3 LOE elinS Jlaells , d Ja 'INT *2*'njl 'VS :r,&6 Uall;t=~1 :71.'0.' â€ž . /"r, 'Al./.Ii , i.....rn .... sj/@libul pul 51)/4'Jo p.su@ 11 ki,/do.id p s@/IA,/S %UOI~501~loads pljn 411 uoill uol /1 vs O..ds s. uo as' ic I JO 'I W J. D .O ls' Jo 'll.ing 'O 03nssl 31 8 03./.3/. Al lilli 31Â¥01 ]OSSI Ols 82:: PANEL SCHEDULES | 41 LIGHTING FIXTURES Neutral & C IMO PANEL LP (EXISTING) 250A 208Â¥7120 VAC, 3PH, 4/. CS TYPE: BL or Bl.H ~ ILO pllll lp 1 ( alli0 IMA IIYMIG IAI IpH IN IB IYFE ILI'BLI I j POWER 1 ~ | -0 1 |m 'IN, 2= w Â£P | 8-, 1 ~WATTS 1 PACK LL MANUAL SWITCH Lklicami1~-wi~In~'~~.~~moincip,u"~Ic"'I~~m.=~,~~-21-4~=~1Â®1Â»-~ Hot f shown on drowings) E--*T-73-7--r=IT---16.-1.0441;r-- I [ I ] - I 1 1 1 F:,04~wia.dI r-361-T-7--1 { 8. .1 *El-2.-- 14- - fliki~ts ~ -70 11 1 | ~ | ~-LOW VOLTAGE CABLE 33 20AJ . 16 21*-1 -EFIE'/Somt ....00'en-0.-%2'24* 108 arce re N ..1 17 : [ 1 r- T-Hand D,yers (RW)[ I .A-1 [ 17 [ 18 T Â»1 1 1 [Olke Receptacles EA-2. 19 20 20A~1 N glrior U A 192 1--ill-T----7----T---------FimalleiN-IN-irr---E--T-*ET-----#iWIEFIHIAM Spe =Ael . 21 284 492 h-!--TaW~WiIlF,-r-t-Ert-EtIZEItE*ZIZEZE*99*EFIN 95 ___ Dling l.,glt N.. __ 1-**Ii#E: I N jpining L,15 1 1 1 1 Hind--1 1-71 231 24 1 2-1 ~I%imhell lili OCCUPANCY F Pole Bl 25 25 Kit=hen SENSOR Spse 20*-9 27 20 2C1'â€¢-1 N ~ 210 %'re IÂ»Epic - , 1.1 + r--r-r~ P-t-T-T----*=74'~~"~~:-==r---7-~E~E~~~1 Back Door A~,m 20,V 31 . 2./.1 0/T Screet,; r EXT -nu Boerd 33 34 21.-1 -miÂ» CJrar.Z/i-k .*.....'I'..7 NQLa 260 tbcof Eg, N_ _ 1,9 _ / / 20% 1 N Roof Outlet 200 - E-7---7-- ~T~~~~~~w@FIRE&SE---s,TE-T - T-7-7-- ------Tr-------1 C.. 0.-1 37 38 **1 N ' Roof OU001 220 C4TIFnglVainim41MMZM1RdIint~ 1 REFER TO LIGHTING PLAN FOR OCCUPANCY SENSOR LOCATIONS AND QUANTITIES SPe mA, 38 40 ./2 Spare [--~---7---lilli......I'-.-Il%1 7, er 2~1 4' 42 I I Conlactor shal verify existing loads ad a//iable circuits Toi Connect 886 579 752 Contractor shall eify ex,sting loads and avalcaole circults rotal Cor,nect 1500 [ 1500 i 0 I for "" 1-cliorn reteeexishmcircul'/3/re Fsgbl -ecm-*Ap 6 Arrp. . new corrections .Lee existing circuts wtere Connect Amps. 8 Amps w N= Ne,Connection Demand A 9 5 |Bst~ N= New 'IN | ----- Der,RXAps 1-6 Ames NOT Tu 9.ALE i | 224 20~;120 VAC, 3-l *W, CI TYPE BL or BLH ~ 12-- ----- PANEL AP-2 03,1.â€¢0 ..o PANEL AP-3 (Ex-,g) 1 225A. 301Â¥/120 VAC.-11.-.CUTYPE: BL, ILH I - A B~C DESCRIPTION m 1 PLS | NO | NO |- I - m DESCRIPTION | A B ~ C ~ a TE c i DEscRIâ€¢Woll â€¢10 1 â€¢u â€¢0Â· I ,â€¢0 m -- 1 DESCRPTDI A 1 9 I C ! r---r--1 -,sâ€ž.elce...r,L 1-21.-1.1~- 1 Hot Cake Griddle~ 4Â·41 12 1 ./.1 1 ~Chase at Calm G# 1 1 1 4 | 1 1 1 Opt W--A.1 [20*.2 17 [8 [thaseatflater,1 [ r I _ | I Se~Ser.,celce.aci~~1 214.3 7 8 ISer Service Rece:*ces 11 lili 1,0 1 _Â»-1 1 [Clise / Flat Gil 1 1 I r---1------T---777-ZE-Er--r--T-T-ZET--8-2-7-I'----1545@G86~G*ir---r---T--T--1 r CA_C@e**00Â¥â€¢ it.â€¢LM@[ IÂ¥11-1 -1 - L E'_ SÂ«Se.IN Rec.*bs I N i )3 Â° E HUBBELL [----T--[-T-47-- I 116 7---1--Wi-r----~siw=r--~------ 1 ~-1----EuÂ»----I--1-2,-U-V--7=9-~III~ M rETIH ~CiffÂ£ 44&' ---- HaL.ALU500080XW290 *CEWAY (TO BE C LESS Fs:,.1*---EI-77--17--2-2-ir-fifff-2-3-------P---212--CIL- 1 . e THEN P-L~ 1 4212=22-~~au==4UIL4%429*49*EWENIM O COUNTER ~ 1,1 81.-2-1Â¥-4-1 E--- 1- 11-1--- '111 1 LENGTH) '-80. FOR - - r--I--1-- E Ice MachineT T 2,5-lir- la---1--7-T- - -[i- T T 1 1 I I Fr- Eve=01 I -1 0 1 . 28 - - I ' 1 1 1 POWER .6 ....'...1 -1 - [ 9,1 -311 _E PULL Box 11 1:1 -.....1 1 2.3 31 1 12 1 FOR DATA c ....ELL O CREENFIELD .LALU500080. 0 Re~ Coffe Br-r! ~ ipâ€¢Â·3 I F 1 I lIlli . hi CON'ul RACEWAY (2' LEN I) ~~_~_11-1_221Â©1LERLÂ»Â»~fÂ«_1~~1__Pl~_1 2 DATA CA8LES 05 R Drne INu Ado 1 20.-1 130 140 T-*4 0 | 0 3 0 | 91 44 %2 0 0/BRIA'%/er#m'as-/dipDiIABBI-'~ r~corÂ¥,eclons..eusee,Ing'i,cuitswlerepossible N Connect Arrps 1 0 1 -1 1 Demar,0 Arr~os 1 0 Am. 1 0 :652 for leâ€¢, connections reuse ex~stingcrcJrts-~e 0 possible N= New Connecbon 1 Demand Ampi 1 1 A mps 1 -0 rihMODULAR COUNTER RACEWAY (TYP.) - - 1 N ..O C-**P-1(Ex-,1 2804 20*-20 VAC. 3PH /4. CB TYPE: BL or BLH WATIS - I wi--1- T- 1-aÂ«-EF 1 1- 1 -m W_AT... 1 INEN - ~ DESCRIPTION .0. NO. DESCRIPTION A~B~C~ NEC Standard Method | CONNECTED | DEMAND | Sâ„¢BOL CATALOG # OESCRIPTION OUANT,ry 1--T -4 1 - 1 -UL--4-p=UU=4Vt-A---rl"=ILPLI] 1 | (kW) | % |(I,W)| (A) | | | | TWIST LOCK, 1.(ATED GROUND | | I I ./1 L NA-Â·. ~4 2- I IMal' coIn.r Ill CONTINUOUS 5 |125%| 5 14 I DUPLEX RECEPTACLE Cock/rel 2.-1 13 16 2..1 Icash WIndow 1 - 1 H.LAL.570/ a IGS262 1 RECEPTICLE COVERPITE WTâ„¢ ORANGE. I 1 PER RECEPTACLE 1 -_-1-tilJ 1 -Ir--2_-- - - â€¢cc-r __UE-*E-Cle--1-.--i-_] _ _I -11_JE- I- 1 |KITCHEN 01 65% 101 0 1 1 STRAIGIT BLADE. ISOLATED GROUND I | i_Â£_T_1___y-,;Ii.1,4/di.Iia,Ind_N_-1--MI.,b_...1.--2-*Lil_-_.--r-------=---__2~_1__1_1211_1 HVAC 3 |100%1 3 ~ 8 1 -Jit:3 | DUPLEX RECEPTACLE TÂ»I [ 3~-2 6 5 *,1 L 1 L 1 1 |COOLING- 1 0 1 100% 101 0 1 iI I Iâ€ž 1,4 *' I .~ .- ~ ITOTAL I ~-~ HBLALUWL/8 | COMMUNICAIONS COVERPLATE |, PER REGISTER &, FOR OUAL POINT & 1 FOR ANALOG WERELESS OPTION | ~ J 24~*.E -IBILIS1ILILANICIERFL4TEASNECESSARvYIALLIACEWAY ~ [III li~ eALL,5000802â€¢290 T 2Â· SECTION OF RACEWAY INCLUDES I 1 ./R /1/K UP COUNTER AND AS NECES.RY TO ~KE ORDER COUNTER : 4 1 4/1 Contrac. 5.M verify ....ds arld avallabl circuts for nav,r 1 Tot@!Conne,111080 1792 1440 1 -/ 1 H....5000.4/290 I 4' SECTION OF RACEWAY. INCLUDES AS NECESSARY TO MAKE ORDER COUNTER KENAY r LESS THEN COUNTER I connectons, feuse ex;SUng CirCUIS where possible N= New Connect Arre [7 1 0 2:3=0 | COUPLEIS | LENGTH 1 (~onnec~on 1 De-, An,1 19 AnÂ©s 1 1 - I 'BLAL.5000.5/290 | 5 SECTION OF RACEWAY, INCLUDES l As NECESSARY TO MAKE ORDER COUNTER AACEWAY r LESS THEN COUNTER I 1 COUPLERS | LENGTH T - I /8(AL. 50~08 BLANK END FITTING AS NEEDED E 101 z3 - 1 HBULUS,0108)2 1 SERVICE ENTRANCE FITTING & 8.SHING I AS NEEDED FOR DATA CABLES [ N/A [ HBul/5701 1 COUPLER (INCLUDED WITH RACEWAY ~ RECEIVE 1 PAIR PER RACEWAY SECION E-I/I-IMIEyEÂ¥-IWER[INEEDED --1 O :i.. 01 0 0 1 RACEWAY AND RECEPTACLES TO BE PRO'/1/ED WITH ./DULAR FRONT COUNTER. ATALLED BY CONTRACTOR ~ tt 2 DETAIL SHOWN IS A 1YPICAL CON"URAION ONLY SITE SPECIFICS MIGHT CAUSE DEVIATIONS 4 3 - D : 0 . . 0 -N * LO I : 8/ Â§Â§Â§ Â§Â§Â§ Â§Â§Â§ Â§E Â§Â§Â§ 5 ~ &0- :0 2. .LU 0 . Moin Dist.ibution 4#1+1#6 G. 4#4/0+1040. lip/oIl,40 Panel ~MOP* 1. 2-C. IN 2-1/2"C IN 2-1/2"C. 80CA* 208Y/120 65.000 AIC 42/0+1#6(. CÂ» ID IN 2"C. 1 m SWITCH I Ex,iting ) I Appllence Existing Pon. E.,Iting Con,puter Light~â€¢g Ceater Ponel Island PC'el-3 - Pane~ -AP-3~ = :0 0 6 0 -- #'IE METER 4/4/041/40 - 4#4/0+1#4G IN 2-1/2Â£ 1 E.1.11.. 1 Ex,sting IN 2-1/2-c Apphonce I Apphof,ce P. nel 1 Pone12 2 8 N 0= (D UNDERGROUND SERVICE Re,irned fi,r{,irnpliance ENTRANCE FROM UTILITYn EN Â§69 Â§Â§Â§ MEN Â§Â§Â§ m C 1/"diâ€¢ C â€¢/r ( â€¢inâ€¢ulting, 1.11 LU . -r-73 L--- 19 005-0173 00 0 rhe- p|'16 h- C [*,1 la .Wed,I i .4- CES O "â€¢ME'[...crl *t...ke w.h i'/ I.I....1/. L.~ C) ~X.&'*In#'i.ki n,0/â€ž-Â·I -~ A : 9 -gs .2 00Â¤ Â¤00 . WO 0 gr-gi...1,1,11-dill, 11=Inle.v,4 - E (.3 0 0 'W.I.ti~ ./0/ 51/| 1. 1,~-1/,~i li b. SINGLE LINE RISER DIAGRAM lw~~1*,['IW J'.u,h~(hwi ; El.1 8. C 11 Reâ€ž.miller 04 27 3118 v ELECTRICAL SCHEDULES AECOM PROJECT No 60531369 SIN3011,00 08 09 - 8 1N],N0N3r,V 91/gE/,0 8 WooÂ·dJoos.In /vivi//.dull pez,Joil/D *u s, 208[0Jd &41090 UO @sna' 20# swawn,OP YFWOO '.42 .....IS O 3 1.3190.3rlÂ¥ 81/2,/60 0 L098 â‚¬88-Â£26 xe; 06983 Â£88 Â£Â£6 4 inbi 7 10,d 4 00 0 aidi a.la,a.,0~0; *,Mel asal Z 1/t 6/to 30 /021 BWEL 31VO /509 00 '>18/d S31S 3 3AV NO'd.0. Ole i[)~ - slauueld - s e - spel!41}e x LOZ 01!ns leal 8 997 L indi,d 18 031'/38' 31111 <n * 03'Â¥d]Bd Al NIVE 9'Uoy|3 0 f#ev*. *. 4 7,7 O3055I 31Â¥0 pai paidoo 10 NC)Â£1/INDS 30 p.-112 =Â°tfue PU 0 6,0 '40~p P~Â°~." X,JadoJd I sa),Aj~b, 31Â¥0 3 i o 'no ..... 4/04;/ WIll 80Ia31X3 d IN L LOZ GFNFRAI NOTF 1 ELECTRICAL CONTRACTOR SHALL REVIEW PANEL CONNECTIONS FOR EXISFIG CIRCUITS TO CONNECT NEW INTERIOR AND EXTERIOR LIGHTING. SIGNS AND APPLIANCES EXTEND EXISTING CIRCUITS FOR RELOCATED EQUIPMENT KEN-NQIE \ ~ &17UIt,EMICA~~O~Â·2~D~~:YERCTCLON'SHERSL VE PC~PEALSLEAD,B~G LOCKED IN THE OPEN POSITION TO SERVE AS THE DISCONNECTING MEANS AS PER NEC 422.31 WOMEN'S [Gl PROVIDE POWER WITHIN CEILING FOR CONNECTION TO SELF ORDER KIOSK. 1 11 1 ri'62-1 I'll " '1 1 | ~ fi~ SIDED OR TWO (2) SINGLE SIDED KIOSKS r-iig_~ ~~ LL COORDINATE EXACT LOCATION OF KIOSK WITH DECOR DRAWINGS. PROVIDE 2#12. 1#12 GRD . & 1#12 ISOLATED GROUND ON A 2OA DEDICATED CIRCU+T FED FROM CP PANEL WITH EOLATED GROUND FOR EVERY ONE (1) DOUBLE _._j F 3 993 4=2 FREEZER M 6.l ~1.0~ [Al~~fr-mi - riii--~ ~ r DINING Ap-44 y E-i-6i-1 SUPPORT ~ ~EN, S ~_ Ual 2,12. ~12-20.1 1-42 19 ]// U //-Â® r.11 I 1 \3 m 1[3--H--613*1513 I /gp dio r - LJI30Â®UL _fl_.1 4 Er-/ @CD:~--Â·'Â»2#12. 1112 GRD, & 1#12 6 44â‚¬4 27%EXJ Ti~ 1 CP-15 e M Â»r : .Nk 112 i - ,1 0-,0 Crl % -4. Em b /31 : 7= SCULLERY | ~J*EÂ«--(Iii=IKIO Â»---4 /111 RUSTOMER~ 11/ ~ SERVICE | ; COOLER | 1 [3Â¥31 .21==e r ri~irl 1 --9 r --trta 98(~ C g KITCHEN - ri'35-1 . 1 4 (A-/ 'Â· 2/12, 1/12 CRO 1 1/12 Â£ g E CP-17 (01 *L_Â«z14ID 1 4. 2%5 - 1 2% ime 1 0-4 (ZIE~[ID 1 L.CO>*au 0g - Il 0 : 13 0 i Btlit CREW ROOM | | ~ t ri-69-1 11 r in 11 L ij LU .. fo {il :5#1 7 182 -0 . /. 0 I _-1 ./(r ntt 8*****t 21*3675Â© I~ ~-~ ' cr ~ o ~*3EEKY) 3 -1 . L I (ZIZJECE)--- ORDER 2 - 11315 ./ PRESENTER l/U 1 131 E l r----=0 [337-1 ee==eaiLUFM 1 1.-#224 001 E#) [33E-1 Re, râ€¢ ed fir (limpli j " e ** . LITT19-riD vESTIBULE Câ€¢ihiradi, C i,diÂ· C 'in,ulting. 1.11 2,--~E-62-Er) 1 *ZiIZiEID ri15-1 . ...-i,=i,ilice .1 4..1....1/. (31 -I I (ro-*-Cy) 1-1 'c O C U r!.Il ;'14/. Ill â‚¬ 1.I[, re~ le' e'' 1./ L I , 4 Im.9 i -*ira~ 1~ ~si.~r,c - Â£. C. \,7/j // . A 1 11-IL---11 -1, u , .....J Â·i,i.Â¢11~1~i....111*il,,11....,1.fâ€ž.1/1. . I b :78- Â·Â·Â·Â·Â·221 *Wdl.]1-1 ...lor...le:.I.Â£ lof...I I Gil Râ€žÂ«miller 1)9 27 38 m Â§5 1 6 ./-- isz:Â°3. SYMBOLS AND ABBREVIATIONS ~Th ELECTRICAL FLOOR PLAN O :, MA 41 Â£Â£2 0/ E---E 3 Â·â‚¬=Â·-3 Â£ EN"RE SYMBOL DESCRIPTION SYMBOL DESCRIPTION - 6993.2 SINGLE POLE SWITCH. 3W=THREE WAY SWITCH, K=KEYED SWITCHED ..1 Im PULLBOX ~~~~~ c~2*~ c TRANSFORMER PANELBOARD Pe = Pullbox VIF = Verify in Field ELECTRICAL SCHEDULE 82 3!f;{lu J8 = Junction Box )3 WITH DUPLEX CONVENIENCE OUTLET (FLUSH WITH CEILÂ¢NG) 6-0 CIRCUIT BREAKER EC = Electrical Contractor Je WITH SINGLE CONVENIENCE OUTLET fEE STEADY-STATE SPEED CONTROLLER TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS & REMARKS JB WITH DUPLEX CONVENIENCE OUTLET Lid EXHAUST FAN. X=NUMBER 120/ 1 EC TO RUN 3/4" COND IN WALL FOR FLUSH , %52& \*/ 215,00E 12 3 POS REGISTER - FRONT COUNTER 3.0 EA 20A 1/2"C-2#12:G VIF IG4700 2'-0 MTD SPCL. RECEP FOR KEYSTATIONS D JB WITH TWO DUPLEX CONVENIENCE OUTLETS Â® OCCUPANCY SENSOR ISOLATED (MONITOR,CPU & CASH DRAWERS) ...8 8/ J8 WITH FLUSH FLOOR MOUNTED OUTLET ~971~ EQUIPMENT TAG 21502E1 1 POS REGISTER - 2 WINDOW 0/T 120/1 2.2 EA. SEE RMKS 1/2"C-2#12IG SEE REMARKS (2)IG4700 2'-0 - 1 2 0 . 5 8 2% 22 JB WITH SPECIAL PURPOSE OUTLET A AMPERES ISOLATED / JB WITH ISOLATED GROUND OUTLET 1*1 151 ACM AREA CONSTRUCTION MANAGER 216.04E1 1 ORB MONITOR(MINI)l/SCANNER 120/ 1 15 EA 20A 1/2"C-2#12 IG CP:2 (2)64700 1'-6" - Ill =IG4700A. *~ =10262 ~ - IG4710, [*|-IG5261, 21 AFF ABOVE FINISHED FLOOR ISOLATED 120/ 1 1.5 EA 20A 1/2"C-2#12IG CP:2 1G47O0 FLUSH - INTERCOM STATION W/ 3/4-C- TO MAIN STATION 8RK BREAKER 216,05 El 1 ORE MONITOR(MINI)1/SCANNER ISOLATED ON CLG TELEPHONE JACK C CONDUIT 120/1 JUNCTION BOX - WALL OR CEILING MOUNTED CCT CIRCUIT 217.03E4 1 POS - COD OPTICAL ISOLATOR 1.0 20A 1/2"C-2#12#G CP:9 105262 7'-6 - ISOLATED DISCONNECT SWITCH COD CUSTOMER ORDER DISPLAY 217.14Et 1 POS- VIDEO MONITOR (DOUBLE DRIVE THRU) 120/1 1.5 SEE RMKS 1/2"C-2#12]G CP:9 104700 3-6 - *SOLATED JUNCTION BOX DCO DUPLEX CONVENIENCE OUTLET 217.19 El 1 POS-TIMER 120/1 1.0 20A 1/2"C-2# 12 IG CP:1 IG4700 7'-6" THERMOSTAT SENSOR W/ 1/2"C- UP TO CEILING SPACE EC ELECTRICAL CONTRACTOR ISOLATED MOTOR CONNECTION FLA FULL LOAD AMPS 219.00E3 1 POS - RECEIPT PRINTER/CASHLESS 120/1 0+7 20A 1/2"C-2#12IG CP:1 IG4700 2'-0" - CK CONDUIT RUN CONCEALED IN CEILING OR WALLS GC GENERAL CONTRACTOR ISOLATED O aL / \ CONDUIT RUN IN FLOOR SLAB GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER 219.OOETO 3 POS - RECEIPT PRINTER/CASHLESS ISOLATED N k 120/ 1 0.7 20A 1/2"C-2#12IG CP:2 IG4700 2'-0 - O LU MANUAL SWITCH (T=THERMAL OVERLOADS) GND GROUND 220.00E1 1 POS - COIN DISPENSER 120/1 0,75 20A 1/2"C-2#12IG CP:1 IG4700 2'-0" - w HOT (SHORT), NEUTRAL (LONG), EQUIP GRD (LONG WITH DOT), & IG ISOLATED GROUND ISOLATED & 'X' DENOTES ISOLATED GRD JB JUNCTION BOX 224.O0E3 2 AUDIO SYSTEM - 2 BOOTH D/T 120/1 1.75 20A 1/2"C-2#12 VIF 5-20R 8'-o" REQUIRED FOR WIRELESS SYSTEM r (D J-BOX WITH FINAL EQUIPMENT CONNECTION 2- MLO MAIN LUGS ONLY . 224.00E4 2 AUDIO SYSTEM - 2 BOOTH D/T AUDIO CABLE - - - 4x4.4 JB 7'-0 EXTEND 2 1/2" C. ABOVE CEILING FOR POS & WIRELESS SYSTEM HOME RUN NEC NATIONAL ELECTRIC CODE . 701.13E1 1 DCO - GENERAL PURPOSE 120/1 1 5 20A 1/2"C-2#12 VIF 5-20R 4'-6" - Â·- CK 5 00. BUZZER PNL PANEL Â· 701.32E1 1 REMOTE ORDER TAKER BATTERY PACK 120/1 2.0 20A 1/2"C-2#12 VIF (2) 5-2OR 4'-6" PROVIDE DOUBLE DUPLEX WALL PLATE. FIELD VERIFY HEIGHT AND . E (Nu: QTY QUANTITY A LU BUTTON FOR . LOCATION WITH ACM Â· 005-0173 000 WP 1 M E2.0 ' ELECTRICAL FLOOR PLAN AECOM PROJECT No 60531369 /8 NOiid INOS30 31Â¥0 A)M '"WD'66/8 Â·31VO Â£ 1508 030 '>Â¢/d S31S 3 3AV NOS/AOHi Ole LOG ..-SOO Sill,1,103 018 DO - 8 iND'IONJrlÂ¥ 81/GZ/,0 D Ul 1 7. 2 siua noo~ d~7 ..00Â¥ 316 . 3/S SJ@UUE 1098â‚¬8 Wal'Jd 1/4: . I u .ai:LI' i. a3/ 1 Â£392/ZO 2 5 B ad Stre t, Suite * pUD 1' 1' ....0 Ul e 80> 1 =2- L ))40Â©2Â©ZSI Â®00*44185 an SI 31,0 NO!18Â£ :N: [ip- . Ek , fll-11-111 -GENEEAL-NQIES 1 ELECTRICAL CONTRACTOR SHALL REVIEW PANEL Fl~ M FlM M Ar 00 00 res 1 /OMEN.5 0 * 00 020 63 NEW INTERIOR AND EXTERIOR LIGHTING, SIGNS AND 22>020 028 01 00 0' 022 /,34 CONNECTIONS FOR EXISTING CIRCUITS TO CONNECT '2Ab APPLANCES EXTEND EXISTING CIRCUITS FOR Fl.250 [El-lt@#- 180( --2-~ 1 ./. RELOCATED EQUIPMENT. 77 I Im=Z--- b UP' 1 7 1 ' i " i *--c-T- 'EM '22[2.34 1 1 13--7- 1 2 ALL CIRCUITS SHOWN ON THE LIGHTING PLAN ARE fl25 F,25|7==F=.1 1-113 Fe- 8#J CONNECTED TO LIGHTING PANEL LP 02, '26 810 69 89 Â°* 011 Fulr' .: D f.:S F.:S 0 . 0 I. 04 0. O 24 0 24 O. 0. ... ... a KCLNQIES IH I. .25 FIOS U 6,21| M Fl S rp PROVIDE CEILING MOUNTED DUAL TECHNOLOGY 02 0' 01 9&1 0: e: LL OCCUPANCY SENSOR, REFER TO OCCUPANCY DETAIL i i 61 891 0, FREEZER ms -4. 4--- . ON SHEET El 1 ORDER ALL OCCUPANCY SENSORS dle - â€¢â€¢ U FROM, SECURITY LIGHTING SYSTEMS, INC. I. 08 0 j MEN'S ./ [INING |El Ec SHALL INSTALL AND CONFIGURE REMOTE DE 0 4 00 LJ EMERGENCY LIGHTING AT ALL EGRESS ExTERIOR b--1 1,â€¢ h - DOORS FOR MAXIMUM ILLUMINATION AT POINTS OF Â£1.5 FCS . fes ./ ./ Fl~ ./ F123 Ft23~ ./ O. O 28 0 I @a O. O' 04 O 24 EGRESS INSTALL WP J-BOX WITHIN SOFFIT TO 2 1 022 023*" SUPPORT 022 024 0 M ./ ALLOW A FLUSH INSTALLATION OF ANY EXTER]OR 2%31-' Erin FIJS FlÂ·s 0 4 O:4 EMERGENCY EGRESS LIGHTING (TYPICAL). i Â»457: 111 .1. Am r 3*ty lEi RADIAL WALL SCONCE, SEE ARCHITECTURAL 074 04 U ELEVATIONS ON SHEETS A2 0 & A2 1. S1H F12S F,2, en 024 t.1 33 r 112 ~~| Culoull! -'- ALL FIXTURES DENOTED AS NIGHT LIGMTING SCULLERY SERVICE ~ FIXTURES SHALL BE PROVIDED WITH A BATTERY INVERTER EMERGENCY TYPE BALLAST EMERGENCY r/66-1 BALLAST SHALL BE A TWO LAMP TYPE OF 600- fl~ Fl~s FCS Flls Fes 700 INITIAL LUMEN RATED (MINIMUM) TO ILLUMINATE O.4 0 14 O. 0.%, FIXTURE IN THE EVENT OF A POWER FAILURE. 41:S; O,- 0, BALLAST BATTERY SHALL MAINTAIN 87 5% OF THE COOLER _ 1 - "~|| ~ li Â·x NOMINAL BATTERY VOLTAGE AFTER 1.5 HOURS TO ~4 Â° ~ , KITCHEN 111 1 P COMPLY WITH NEC SECTION 700 ANO UL924. LED ./ .S FIXTURES DENOTED AS NIGHT LIGHTING SHALL BE O, O 24 PROVIDED WITH DUAL UTE LIGHTING INVERTER 0 4 Fl. - F S MODEL # L-Gl -T. INVERTER SHALL BE CAPABLE OF ~6 6'0 9. UUMINATING FIXTURE FOR 1.5 HOURS TO COMPLY 0.... 4:Â·f~ 1 WITH NEC SECTION 700 AND UL924. E.C SHALL b a# 69 ,Â» NOT INSTALL MORE THEN FOUR FIXTURES TO EACH - . =: 5 l-Â·. 3 4 INVERTER PROVIDE ADDITIONAL INVERTERS AS CREW ROOW OFFICE ON I NECESSARY 91% k.1 i g III-=L --- â‚¬ /3\ O 4 11.4 1 8 1 811 Â«242. 42 024 02, 0 24 m._ r i | 1,!2_LL_ i ORDER I L r In ~4Â® un l.-11- *2=- C r=, En 4 F -~.,5. 52 - 024 17-'|H ezq 2-o CO rÂ¥- v,n - ~ 1 -,41 p - 01-1 - 1 -1-1 ~43,A}6 1 130 ~shautr-11- 00 w NT 0 OlD :: 2 ! Axi (13 Fi'r "21 H 07 A ZES O,1 to 2 1*,9- Z /71 ELECTRICAL LIGHTING PLAN Reâ€¢"ed firâ‚¬â€¢impl//r 4 illiii*Iii C â€¢/e C â€¢Iniulting 1.[.C ~22,;/ SCALE 3/16" = 1 -0 rle.e pi-*imii h~ AlÂ¢ 0 1.1.=e 1,11=-L== will, U= *.*Idlne *..M, P~,Le.*-6. bi.,I ~r-,8 i. 4 p, mil - i.. = 1- .4- 4,~,mil~r,/'iâ€¢~1.4-/.4.-* IJ ,mn/1.*d~,/4*/1-/B*/ .d/â€¢â€¢â€¢:,t/*.â€¢1*h/"lll 81 G.1 ReÂ·smiller 09 27 3018 0 -0 2 2: 01 KEY UGHTING FIXTURES SHOWN HALF SHADED SHALL ~ BE WIRED TO THE NIGHT UGHTING CIRCUIT AND DENOTES - PROVIDED WITH A BANERY TYPE EMERGENCY FIXTURE TYPE â„¢Â¥~2 A~ ...3- BALIST SEE NOTE EL3 ON THIS SHEET GENERAL NOTES: 2EQ.LIZE-/fjdfij/gly-kirlift DENOTES CIRCUIT _,--41~ COORDINATE LOCATBON WITH DECOR. UGHTING 2 1./fi: /a 0 D THE FOLLOWING PROVIDES A GENERAL SCOPE OF WORK FOR THE ELECTRICAL , Ni,Marn CONTRACTOR FOR THE DEMOLITION REQUIREMENTS OF THIS SITE. THIS SECTION o 1 ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE IS NOT ALL INCLUSIVE. AND THE CONTRACTOR SHALL VISIT THE SITE AND C I. 9 0 OIl COMPARE EXISTING CONDITIONS TO THE REQUIREMENTS DENOTED ON THE :/20* LIGHTING FIXTURE SCHEDULE: 2 LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE i.2 CONSTRUCTION DOCUMENTS TO DETERMINE THE EXACT Ex TENT OF THE MAXMUM ENERGY CONSERVATION WHILE MAUNTAINIING ADEQUATE LEVEL DEMOLITION WORK REQUIRED E.C SHALL PROVIDE ALL DEMOLITION WORK OF ILLUMINATION LAMP SPECIFICATIONS SHALL BE STRICTLY i FOLLOWED ANY DEVIATION FROM LAMP SPECIFICATBONS SHALL BE REQUIRED IN ORDER TO ALLOW FOR THE COMPLETE INSTALLATION AS DENOTED LAMPS MANUFACTURER AND APPROVED IN WRING BY MIDONALD'S CORPORATION. WITHIN THESE DRAWINGS id ;ill'; 8 MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING WATTS TYPE CATALOG NUMBER ,-I 3 EC SHALL FIELD VERIFY THAT ALL LIGHT FIxTURES SHOWN ON THIS PLAN DO NOT OBSTRUCT oR CONFUCT WITH RE WORK OF OTHER OUTDOOR BUILDING UGHTING/POWER F 12S 0 6" LED DOWN LIGHT - 12W LED - RECESSED SECURITY LIGHTING # TRADES IF A DISCREPANCY IS FOUND. THE EC SHALL IMMEDIATELY D 1 THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL OF THE EXTERIOR ILLUMINATED ROOF BEAMS FROM THE -2 : NOTIFY THE GC BEFORE THE INSTALLATION OF SUCH FIXTURE(S). BUILDING REMOVE All FIXTURES, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW FACADE INSTALLATION AS R E- US , L86LEDA10L-35/-9-SA/DBMOL - - DENOTED ON THE PLANS COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE PROJECT MANAGER. . I Z. -N ~ 2SA O 6" LED DOWN LIGHT - 12W LED - RECESSED SECURITY LIGHTING # c 4 EC SHALL CONNECT All LIGHTING CIRCUITS TO LIGHTING CONTROL 02 THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SALVAGE REQUIREMENTS FOR ALL EQUIPMENT REMOVED AS PART oF THE : SOw* L86LEDA 10L-35K--9-WW-SA/OBIOL .~_1 PANEL OR ENERGY MANAGEMENT SYSTEM. ADDITIONAL CIRCUITS SHALL 2 . 05 lu . 0 BE ADDED TO SPARE SLOTS IN LIGHTING CONTROL PANEL. IF NO DEMOLITION WORK WITH THE CONSTRUCTION PROJECT MANAGER ALL EQUIPMENT TO BE SALVAGED AND/OR REUSED SHAIL BE 'n < F12T 6" LED DOWN LIGHT - - SPARE SLOTS ARE AVAILABLE. EC SHALL COORDINATE INSTALlATION OF PROTECTED FROM DAMAGE UNTIL REINSTALLED OR THE TÂ¢ME PERIOD WHEN IT IS TURNED OvER TO THE OWNER AND/OR THE 12W LED - RECESSED SECURITY LIGHTING #LB6 LE[AlOL-5OK-9-WH/IBXS NEW LIGHTING CONTROL PANEL WITH Mc DONALD'S ACM PROJECT MANAGER. SHALLOW HOUSING 03 SEE THE GENERAL ELECTRICAL SPECIFICATIONS AND NOTES ON SHEET El O AND THE DETAILS ON SHEET El 1 FOR ADDITIONAL A A INSTALLATION METHODS GENERAL REQUIREMENTS. 5 THE USE OF "ME CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE F20 EXIT SIGN WITH BATTERY - 1.8W LED - SURFACE SECURITY LIGHTING: PRB SEE NOTE LSJ ON THIS SHEET. PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRIING TO THE BACKUP LIGHTING FIXTURES "ROMEX" OR "BX" SHALL NOT BE USED FMFRGFNCY I IGHTING NOTES F21 ~ 2 HEADED EMERGENCY - - LED SURFACE TO SECURITY LTG. #EV4D BATTERY LIGHT WALL OR 6 IF PC-POS CASH REGISTER SYSTEM FS INSTALLED. EC SHALL RELOCATE 1 EC SHALL INSTALL A LOCK ON CIRCUIT BROKER HANDLE FOR ALL EMERGENCY LIGHTING CIRCUITS EC SHALL VERIFY ALL FIXTURES A80VE FRONT COUNTER TO AVOID CLARE ON THE CASH REGISTER REQUIREMENTS AND FINAL EMERGENCY LIGHTING LOCATIONS WITH LOCAL AUTHORITIES INCLUDE ALL COSTS IN BASE 8ID rFII INC: SCREENS EC SHALL INSTALL CABLE WHIP TO FIxTURES SO THAT FixTURE F22 agg EMERC BATTERY &2 - - LEO - SURFACE TO SECURITY LTG. #EV4O-02L-O/EVO[8 MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING CABLE WHIP 2. f NOT INSTALLED 8Â¥ MANUFACTURER. EC SHALL BE RESPONSIBLE FOR THE COMPLETE ISTALLATION OF THE EMERGENCY INVERTER REMOTE HEADS WALL OR BALLAST IN NIGHT IGHTING FIXTURES SHOWN ON THIS SHEET. SOFFIT Sl H ~ 'DOWN ONLY" RADIAL WALL TEMPERED GLASS (1)-30W LED - RECESSED SECURITY LIGHTING: #RWS-3OLD-OL-SA 3 ALL FIXTURES DENOTED AS NIGHT LIGHTING FIXTURES SHALL BE PROVIDED WITH A BATTERY INVERTER EMERGENCY TYPE BALLAST SCONCE LIGHTING SCHEDULE NOTES: EMERGENCY BALLAST SHALL BE A TWO LAMP TYPE OF 600- 700 IINITIAL LUMEN RATED (MINIMUM) TO ILLUINATE FITURE W THE EVENT O ' OF A POWER FAILURE, BALLAST BATTERY SHALL MAINTAIN 87 5% OF THE NOMINAL SATTERY VOLTAGE AFTER 1.5 HOURS TO COMPLY ORDER LED EXIT SIGNS WITH LETTER COLORS THAT oj S2H ~ 'UP/DOWN~ RAD,AL WALL TEMPERED GLASS (1)-43W LED - RECESSED SECURITY LIGHTING: #RWS-JOLD-UD-SA COMPLY WITH LOCAL CODES FROM SECURITY LIGHTING. WITH NEC SECTION 700 AND UL924. BALLAST SHALL BE AS MANUFACTURED BY BODINE. (MODEL 860 FOR Te APPLICATIONS) SECURITY SCONCE LIGHTING (MODEL UFO12O FOR COMPACT FLUORESCENT APPLICATIONS) OR AN APPROVED EQUAL TO MEET THE SPECIFICATBONS LISTED D- - FOR RED LETTERS USE #PRB (UNIVERSAL). ABOVE LED FIXTURES DENOTED AS NIGHT LIGHTING SHALL BE APPROVED WITH DUAL LITE LIGHTING INVERTER MODEL #LG 1 -T INVERTER DC [D e LId 2 x 4' GRID TROFFER PRISMATIC ACRYLIC (1)-53W LED - RECESSED SECURITY LIGHTING: #SLUT24-35MLG-FS,A12-EU-WP - FOR GREEN LETTERS USE #PGB (UNIVERSAL), OR SHALL BE CAPABLE OF ILLUMINATING FIXTURE FOR 1.5 HOURS TO COMPLY WITH NEC SECTION 700 AND UL924 E.C SHALL NOT 5 - IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL INSTALL MORE THAN FOUR FIXTURES TO EACH INVERTER PROVIDE ADDITIONAL INVERTERS AS NECESSARY Lst. CODES USE: LED SIGN WITH BATTERY BACKUP, LETTER 7= DOWN ONLY ACCENT TEMPERED GLASS (1)-33W LED - SURFACE SECURITY LIGHTING: CFL-27L5KUV-WH SIZE. COLOR, TYPE & DIRECTIONAL ARROWS AS REQUIRED 4 EMERGENCY BATTERY LIGHTING WALL PACKS IN PLAYPLACE SHALL BE LOCATED SO AS TO PROVIDE FOR MAXWUM ILLUMINATION OF w 1 LE)40-HE V LIGHTING (SEE PLAN) PER BY THE LOCAL AUTHORITIES. AREA. EC SHALL VERIFY EXACT PLACEMENT IN THE FIELD WITH McDONALD'S ACM OF APPLICABLE) 3 01 0 O C c:is ~A O <h e FIXTURF 5 EMERGENCY LIGHTING HAS BEEN DESIGNED PER NFPA 101 TO MAINTAIN 1FCIN PATH OF EGRESS ]F FIELD CONDITIONS REQUIRE ANY 005-0173000 CHANGES TO LIGHTING DESIGN, EMERGENCY LIGHTING SHALL BE INSTALLED TO MEET THE ABOVE REQUIREMENTS 6 EC TO PROVIDE LOCKOUT CIRCUIT FOR EMERGENCY LIGHTING CIRCUIT ' E2.1 0 ELECTRECAL LIGHTING PLAN AECOM PROJECT No 60531369 NOild 8 DS 30 31VO A3H 8 WE C/60 3190 .'09 00 'Illd S]1&3 3/ NOS/MOH.1 08 109 ..-900 SiN]Ir,00 0,8 00 - 8 1N3 r,ON3,YV 9,/OK/to MAAAy/. 114 rZIJOT. D lou . pafo. Ja4~ouo W-7. m; .#wn OOP ' SS3B0OV 31G I 31IS D )31â€¢ION)MÂ¥ 8~/21/60 99 Ett) :6 @44 srzr 'Ul; LOZ @Uns 'laals p?038 1"J/Ii "1 0'10'10 LUDI . 0..389 011 VS' SpIDLJnor"ll ' tn- f. d 3" Al NMÂ¥~10 X,D~@,1.,do. d pul Ii'/ap//00 /41 D s/0,4/0,4,/ads puo Â£6 uoil .did .....~,~% Spa palt' A'edlo,d , 98,1.,05 pal/,d~rzeoo NOIidl~iDS3/ ./ pul ./p In uo'unruor' 2 04â€ž. as J ; 0.1 s Ion 0. 3 90 ISS MOIbl31X3 GENERAL NOTES 1 ELECTRICAL CONTRACTOR SHALL REVIEW PANEL CONNECTIONS FOR ExISTING CIRCUITS TO CONNECT NEW INTERIOR AND EXTER]OR LIGHTING. SIGNS AND APPLIANCES EXTEND EXISTING CIRCUITS FOR RELOCATED EQU!PMENT 2. FOR SYM80LS AND LEGENDS. SEE DRAWING E2.0 3 FOR LIGHTING FIXTURE SCHEDULE. SEE DRAWING E2.1. iL-NQI[i - WEATHERPROOF JUNCTION BOX fOR ARCH LOGO / MIDONALD'S FASCIA / ~ PLAY-PUCE SIGN. ALL SIGNS PROVIDED WITH INTEGRAL DISCONNECT SWITCH RATED FOR 20*-1/. 120v. PROVIDE 2#12 & 1 #12 GROUND ON 3/4" RGS CONDUÂ¢T FROM A 20A DEDICATED CIRCUIT IN LIGHTING PANEL LP. g-1 CUSTOM LED DOWNLIGHTING FIXTURES FOR ARCADE WALLS AND HEARTH; ORDERED LE] FROM SECURIY LIGHTING CONTRACTOR TO FIELD VERIFY FIxTURE MOUNTING El L O N FIXTURE LENGTHS, AND ALL ELECTRICAL CONNECTION ARCH LOGO - OUIR ENTS ITH S UR IGHTING AND MIDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO ORDERING D INSTALLATION SIGN LP.38 /-\21 E-1 CANOPY LIGHT ELECTRICAL C RACTOR SHALL VERIFY EXACT SPEC FICATIONS LPÂ·38 [~_| AND LOCATION WITH CANOPY M UFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE FIELD wprJY -2 1 1111 1. 1 1. 1111 1... LED,D-HE LED4D-HE LED40-HE ~ 1 , 1,7 - 11 . :1 J 22 4 4= : C==~ ARCH LOGO SIGN LP:35 E--,/HE mEE=2 0 J J *%Z J ~EZEE~ I LP 35 b t I EN ir=1 - 9 j D O 0 ARCH LOGO ga : R 0 . : SIGN LP:36 0 Â® A g f wp/-LA:36 : : %5 w & 85 :@> 2/ .W O ARCH LOGO .. SIGN LP:36 ~ ELECTRICAL ROOF PLAN D.ALE 1/4" = 1'-0 0 01 OS LD R,Â·i ieâ€¢ iÂ·d 1,â€¢r â‚¬ -pli.,nt r â‚¬ â€¢11â€¢,1Â·.,di) ' â€¢,Ir ' In.ull.ng, l l.( r:,1,11Â·m, Â· 1,1 Â·1..i.,1,1,= wilh r. ,1,/all,wil,~.~ â€¢~6 fur F,te~ P*k l'i,1.,aiki n.,â€ž,Â·.â€ž.e,â€ž : 0 0 'ili.'.nnil $..11. 1.1-4,hol 3 [No â€¢/1 'll,~.rwill 'w|| r.. |â€¢ Ii.rntil 4, |- IF]m ~Il './ (I I~~M~~~IÂ£' ... I, I./Ii. '* 005-0173 00 0 Ii.Wi...Il/*I" i..mi i./ .ih-,Le il'~pmh.â€¢i~. 9 131 Gil Rossmille, 09 27 201 8 C .2 n l ELECTRICAL ROOF PIA AECOM PROJECT No 60531369 sJeuueid - SJaaultue - Slo@}Ilp.le .01;... pul ...1'.0 I../ GIll. 0,#i"ds /1,0 5601"5' as" LOZ @JIBS6Â£1-tati~~OP~~jew~SEL p@,1,d ,@ wawnoop 1004'03 04 -:ozâ€ž04/0 uai.I . 0...cd " 1 Â«,3 5 lilli 4'l ~ 1 21- 4-1, uoqeJodjoo ~~~ bIOIhl31X3 t098 Â£88-EL6 xeJ 0698 â‚¬88-Â£26 24' sa.inbu j @fcud ~@~0~0 uo eldl,uox@ Jo a~-9,4 p///poid/1 1/ pald// aq *ou 11/4. pul 8 03A,3 N(MldlaO.a J ' ~ ,D JO .;15 .WI.: /0 'sn 10; all I uoi,]npoir' sigau,~ue pul s;)0#,40JD paSUal .1,0/OJ/#C S@JI./5 p /5! 91! 4 1'* /0/3//1/0/ u, Di, 3,3,/ads 51/7 UO 1 ~ -Â·e- 1 Â· 3/ 24 o. 7 TJ'Wil OF ESTES PARK, -..... 991- Building Department PAID 4 . 9442 1 To 3941 - 4- 14444â‚¬ -3441464Â¥*,1,7-*. - 1 ,)MMA*#*4 5 .1,' vil, JUL 7 '86 0~usion $ 174 zizz) 59_off f %4#. Fee 1 4 Dtp BUILDING PERMIT TOWN OF - -7 \ /1 01 C ESTES PARK DateÂ·J,402_ ~ /. ' .7 ./'' SPECIFICATIONS 6 Building :-~:, .1 &-, ,<<. Foundation Address 14 , 1 }9*UDA.j hA/ r Material Exterior Pi,Js ~ Foundation Wall / Legal Description , 'c n <7 - . -7 374)fA1 -' r Footing X 7 X X 41,H 1) 1 Depth In Ground Material Size Spacing Span Plate (Sill) i. 4/ I Girders / NAME 91 Th.M,py.r //t:*'/,-,-0,0.~,7729/ Joist - 1 st Fl. 5Â»71- Address. "21,0 ,69*301,7-> Joist - 2nd Fl. /Y .tri,47'...F do//\ 3.15 1 1FFE...4. k to A.., NAME /4 ) .5,~ .4/~.....,///>20/*. / 4*7-70 Joist - Ceiling 1402 Address ' : )1 L 2 :'; 17229 .S-0 , 6*F~'0'' I ; Exterior Studs L 0 . Interior Studs NAME / Roof Rafters ~f ~ Address U.18 State Lic. No. Town Lic. No. Bearing Walls Covering Exterior Wall t/ Roof NAME Interior Walls Reroofing E Address Exterior Sheathing Roof Sheathing 0 O State Lic. No. Town Lic. No. Vents and Flues Insulation 1 Type of Construction I FR, 11 FR, Il 1-Hr., Zoning Information 11 N, Ill 1-Hr., 111 N, Iv HT, Â·43 Front Yard Setback ,â€¢r ji *~ A ; ,: / Occupancy Group A,) B, E, H, 1, R, M, ..1,0./., Division 1, 2,2.1, (*~,4, 5 Side Yard Setback *22/4 1 Rear Yard Setback 4 7-721 1/- 96 , FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE Cl, C2, Rl, R2, R, P.U.D. Approved Disapproved CLASS OF WORK Comments 198 New 4 Demolish By Date Alteration Repair Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building .47â‚¬,;9-1**fifY_ * and State Laws, regulating buildin~ construction and zoning. f Size of Building Floor Area 9- -P ) ) HEIght j CE ) permittee..41. 0--Fla / r 4 . )6-Â° 4/- - 1 BÂ¥24244~1.- ~ 7,9Â»1 '' I No. of Rooms No. Families , No, of Baths Size of Lots / Building Inspector No. of Buildings ~ No. of Floors ~ Now on Lot b ) 1 .i By Use of Buildings Now on Lot F TID-h . R Â¢*?1- t â‚¬ 1*91 LE The Building Department will make every effort to prevent errors Certificate of Occupancy in your application and permit, but cannot be responsible for your /ola ordinances. failure to comply with all Building, Zoning and other applicabl~ L - Piumb. 1 Builder Owner '",7/"/1/"A'/.MI../4.<//7.7...474.gbe'.'1'EM.prgrrp//Flill///r,&3 . /.114 14.* TOWN OF ESTES PARK 4 BUILDING DEPARTMENT --*m*em u Â»<Mfidi-- a~41*#~Â·1- ~ 41Â« =W'QW,22%34 -* 4- :*451Â£<tiyeilimt --3..â€žipÂ©..r-,A+F\<171 ft<w; ;17*tlÂ¢'+J?Â·f?-Ir- *>r~. 46".Miziff Â· d1 471 C L / 4, 7~' : -I..... *ti t k~ ' Â»3 - - -A- d/./. 13'51.,24,6%54*2#tl.- ~ed . 11.:UÂ» t Estes Park, Colorado 80517 NG 1078 NO. - CERTIFICATE OF OCCUPANCY This is to certify that the McDonald' s Restaurant Owner: McDonald's Corporation ERECTED ON Lot No. Por: Lot 3 Block No. Addition ftanley Addition Street 501 Big Thompson Ave. 5251 Dtc. Parkway #300. Englewood, CO 00113 Mailing Address Architect Contractor Leonard Kratishaar & Assoc. Building Permit No. 3941 Zoning C 9 Occ. Gr. A - 1 has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Floor Loads, Lbs. Occupancies Per Sq. Ft. Basement n 1st Floor A- 0 75 2nd Floor Roof May 8. 1987 Date 409 A 62*<EcieÂ»1-1.-- - Building Inspector John R. Allman P. O. Box 1200 Telephone (303) 586-5331 , 21=#/IVIFIC/'tre-L - & 441-1 TO\Aml OF ESTES PARK PAID Building Department I TO 3942 404*of:f'..w* JUL 7 86 Valuation $ 49 Ic- tiff 07 394) - ... 14, Â· 441),left BUILDING PERMIT TOWN OF Fee , ESTES PARK Date 34,1 3/4.04 SPECIFICATIONS Building 0 -24/ 4,/'dr '40>*7/fÂ»/ Ak Address Foundation Material Exterior Piers Foundation Wall ' Legal Description /JI35'W --Fie AMJ- 3 ~ 92;~Â£*Â¥ x . x x Footing 6043, Depth In Ground Material Size Spacing Span Plate (Sill) Girders NAME /neD ONALD 1 0,0,2.POR 9377 0./ Joist - 1st Fl. cm:.2Â»~ <11 Addrâ‚¬2251 -Dl e- PARk}JAW *308.ENALE,Dan Joist - 2nd Fl. Arg)-4-1 P A /0 *Ul NAME-Zint*riu> REAUS)+A-AP. /'PA,)ST: u /2. - Joist - Ceiling )~12-46- Addre1755, UA)100)840*28& <L,~26339~) Z) Exterior Studs 9.-C- 9(Bt Interior Studs NAME Roof Rafters ~ 9 Address Bearing Walls ' 1-11 ~ State Lic. No. Town Lic. No. Covering Exterior Wall / Roof NAME Interior Walls Reroofing -2 f Address JO Exterior Sheathing Roof Sheathing 0 0 State Lic. No. Town Lic. No. Vents and Flues Insulation Type of Construction I FR, 11 FR, Il 1-Hr., 'r\ Zoning Information 11 N, Ill 1-Hr., 111 N, IV HT, V Front Yard Setback + 7 , 9.4.7./417-3- Occupancy Group A, B, E, H, 1, R,~M, ->3> Ek' Division l,j 2, 2.1, 3, 4, 5 Side Yard Setback Rear Yard Setback S /72 ./ 2.2/4. FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE (1, '(2, Rl, R2, R, P.U.D. Approved Disapproved CLASS OF WORK Comments New F Demolish By Date Alteration Repair Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building 7-27/7257/ .<F--772Â£866 and State Laws, regulating building construction and zoning. Permittee 1/\ c - Â¥ '/44 Â¢.O iCl , ) 1 | 'e Size of Buildin 92471 38 moor Area 6 Â£25-CD Height --4/ No. of Rooms No. Families ..7 b-.>. No. of Baths Size of Lots '- . , Building Inspector No. of Buildings g / No. of Floors / Now on Lot .4 1 By Use of Buildings Now on Lot 12 #Db, 1151*11 4 2 EN..1/)21:F The Building Department will make every effort to prevent errors Certificate of Occupancy in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ~ ordinances. Builder Owner NUT*~6~ :--D 9 Pa 7.9"03 TOWN OF ESTES PARK JIB MISCELLANEOUS PERMIT M- 5/Â·03 970-577-3722 or 970-577-3728 70 cuM (For small plumbing, mechanical, roofing jobs not requiring plans) C-0 f (;1 JOB STREET ADDRESS: Date 6Â·20Â· 03 5-0/ -By, 7* 0-/.r o &1 FOR OFFICE USE ONLY LEGAL DESCRIPTION: LeT 1 St** LDL U, 1 la.Â£3-{ Al Tvpe of Construction: V I-FR II-FR II 1-HR II-N III 1-HR PARCEL ID#: 3 5 2 94 3 Too z. III-N IV HT V 1-HR V-N OWNER NAME: A C D O,1 A W S Occupancv Group ~~,E, F, H, I, M, R, S, U OWNER MAILING ADDRESS: Division 1, 2, 2.1,~,4, 5, 6, 7 Town State Zip Census Bureau #: OWNER TELEPHONE #: 1 1 Valuation of Work: _$ â‚¬ 675.0Â» CONTRACTOR NAME: 25 20(19 Abl E-:rt + S..Ab r Ke . Building Permit Fee: _$ / / lÂ· TOWN BUSINESS LICENSE #: 95-3 Larimer County Tax: _$ / 5'0 7 0 CONTRACTOR MAILING ADDRESS: TOTAL FEES DUE: -$ /29. 95 3D? S- Skâ€¢l M,T Urew PrOUâ‚¬ 0(~:T-/5 Fr Cd Ki>i 5 Colon, 4 ro 51 y Town State Zip CONTRACTOR PHONE #: 1 ?70 1 999'- 0 79' 6 CLASS OF WORK: DESCRIPTION OF WORK: ALTERATION Up kv-0-lf 6,164 5/PrAASS,O AC SYS REPAIR The Building Department will make every Valuation of Work: $ 9,675.0' effort to prevent errors in your I Application and Permit, but cannot be 1~ I hereby acknowledge that I have read this responsible for your failure to comply with % Application and state that the above is all Building, Zoning and other applicable correct and agree to comply with all Town Codes.A Ordinances and State Laws, regulating 0-0-U- 11-- building construction and zoning. 6 Â· Buildind'Official Signature Date Revised: April 10, 2001 Building\Forms\Misc Bldg Permit App Permittee Signature Date e TOWN OF ESTES PARK 3 *4 Building Department NE 7114 IF)2*18 k *a J 4.f APR 1 7 2002 ~~47 TOW&'*(}c c S.j>U- BUILDING PERMIT ' - ='. /549 Date 4 - 17 -0 Z Â£7 0 1 131 4 T-#+5'+14' Soâ€¢J Ave BUILDING ADDRESS -- Legal Description Â£ 07- 2 ST#941 LEY r,LL agen 2 0 0 CIO Valuation / i Building Permit 530.06 piD 3 5 7 q 4 3 90 0-2 & Plan Review . A /1,4 1 . L. i.2 44< 00. 'r>q'' .3 0 0 0 NAME 1Â¥kl boro M 4 04,1 CLOAL P . Other 5-2 5 1 6 7--c p A AK W,741 *'CLUS Certificate of Occupancy MAILING ADDRESS 6 2 EE'Ouu'9873 \4 44 /4 GE Co . &,> '" G (O.04 PHONE NUMBER (303) 77 9 - 0 444 Total NAME THri DEEM C REEk CO C P Â· /500 LA? Â· H +'Al p be- d /4 VE . E-bacc-wooo CoÂ· 8025 1 ADDRESS R PHONE NUMBER ( 3 03 ) 762- - 1 3 2 5 TOWN LICENSE NO. 97( E c NAME Arch/Designer/Engineer 0 LN Name Elli 12=06Â·4 ~ AR,z-Hitâ‚¬etuAE E T ADDRESS - C. A Address / S 2 0 Lâ€žV <4 fo f. 'v 417= Ze,rd 1430 TOWN LICENSE NO. Phone Number Â¢303) 132- 75-7Â£f PC NAME LO ZONING INFORMATION UN MT ADDRESS B. R. Zoning District (3 0 BUREAU OF THE CENSUS ITEM # tw -37 TOWN LICENSE NO. Front Yard Setback Type of Construction 1 FR, 11 FR, Il 1-Hr., Side Yard Setback 11 N, Ill 1-Hr., 111 N, IV HT, V 1-Hr., ~ Occupancy Group Q~> B, E, F, H, 1, M, R, S, U Rear Yard Setback Division 1, 2, 2.1,/33 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved 0 - Disapproved New Demolish Comments Flood Zone: A Alteration e Repair Addition Remove Date 4-/5-02_ Use of Building De'Â·vit 7-rt rio KI - RCE #1006; C. FAItÂ« Â·, BY 1104 y t. I hereby acknowledge that I have read this application and state that Floor Area 4 6 Basement 1 st 2nd Garage the above is correct and agree to comply with all Town Ordinances ana State Laws, regulating building construction and zoning. Size of Building Height Maximum Occupancy Number of Families Permittee 1Â»74 \142 - Number of Baths '/2 3/4 Full Size of Lots By - Number of Buildings Number of Floors No. Bedrooms Now on Lot -2 -/Â»Â· 47%<it-~-~~ Use of Buildings Building Inspector Now on Lot 12 E 51-,90 Friot'7' By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WHITE/YELLOW - BUILDING DEPARTMENT PINK - CUSTOMER ~ mor-cm gmzâ‚¬o Received Date 03 -29-03-- Town of Estes Park Permit Number 7502 Received By 327* Application for Building Permit oma Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 COPY General Information (970) 577-3731 ' Inspection Line (970) 577-3731 ' FAX (970) 586-0249 Job Address: 7 i Lot Size: (3.9{ s,2*R, 7-1 \ 9 i 9 Tho mf790 - A- f -4 c #APOLJL P\R>* 0 6 l...0/6 / * 2- LotN- Block: Subd~ivision: --31-Ar,trx,X' illouc+ Sulodivi sidÂ·nparcel#: 0*5~Z- 94169002 A/1 UL-- 1-n A.E. Owner Name: P / L - 1 40 A' 11 t. Ds 0 C /<77 r'hone: 7813 - 3 7 +F- 43Â¥ 5- 1 . Addrew. 9 C ~ 8 1 9 T-kor<P> cÂ» Al)-6. 8572> FARK. lic, 90,9/ 7 (Street) / (Cityy / *atei (Zip tode) contractor/Applicant: 7-8 6 ~EEÂ£ CREEK ~AP Town License #: Phone: Address: (Street) (City) (State) (Zip Code) O Residential 2'Non-Residential ONew Building Â¤Alteration OAddition Proposed Existing Â£ n Group: Load: 1 Building Construction Occupancy Occupant Use: Ux /11 4*op/ll--125 Height: ft. Type: Number of Number of Number of ~ Number of Number of Units: Kitchens: Stories: Bedrooms: Bathrooms: Full- 3/4- 1/2- Fireplace? Gas Logs? ,33:pe.of Heat Alt Electric Service: # Meters Electric: Overhead Water Meter YN#- YN C Gas Electric YN Size: Amps: Underground Size inch # Temp Meter Y N Meters Garage (Detached / Attached) Basement (sf) 1 st Floor (sf) 2nd Floor (sf) 3rd Floor (sf) sf Fin Unfin Fin Unfin Fin Unfin Fin Unfin Porch Deck Carport sf Roofed sf No Roof sf Storage sf (Proposed Use: ) Master Plan Number: Fire Suppression Total Valuations (Labor & Materials) Address: System YN $ 1 7-9,000 4 13Â·el Describe Work/List Options: 1 9 #* p ADV i Th o F A i Electrical Subcontractor Â¥Â£,ine-rk , 11,29 9-7c- 2,3 9 â‚¬-' 13.< c 1-20,4--9 , flab A ..-A Plumbing Subcontractor - 19 ~ 1.YA,uf-) lic, Fll<,12> KÂ©' 1 140 2 rn- , TE 6 1 certify this application is true and correct and agree to perform the work described according to plans/speci fications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIAYD WITH THIS APPLICATION 1 Â«f Af ~ $,lpatur,1,/1 kiÂ»Â·1_1>4) ff''26,7--gr Rk.7/.79"iâ‚¬ntwarne ~.A~ Al-1/64, S , 0/ 5/121'.F't Staff Comments: Application Information Approved Disapproved Fees Public Works Water 4,1 9 K.7. 5-0 Light & Power AL 9-0-+L Planning 4 -15-05 - shâ‚¬-4 r<34 Jeprvved . Fire Department Building 9- '.r. f 46 / / 3.3. 73' Setbacks Front 2,6 ' Side Rear Plan Review 9-bc .9Â¢ Zoning Hazards: Census # County Tax s b D. bo Wildfire Flood c.-0,1 -GeÂ° Certificate of Occupancy Building Oultial Date dibA, 7 6// 15'.(i- Total 9,3 55.! 9 J e Received Date 03*27-0 S Town of Estes Park Permit Number 73'69 Z Received By -2267 Application for Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 ~( 9 7/ 6/-7 -7/5,Â©A-2 A De. Lot Size: sf/ac Lot: Block: Subdivision: Parcel #: Owner NameÂ·. /27 ~- ,Â¤7,~Â·~Â«l Pt (7 fir F / rhone.Â· 7 r 7 -- 9> 9 2Â§>--37-77,57-- Address: 5t- l 9119 TA C,v'k_ 1 ge Ab A O Â£ 1 13'~le 9 9AA*j-L .t 0, 90,5-1 -1 (Street) (City) (State) (Zip Code) Contractor/Applicant: Town License #: Phone: Address: (Street) (City) (State) (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SANITATION DISTRICTS U Upper Thompson Sanitation District COMMENTS: )9 D D /7 PPIT.l f r-,11 L NEstes Park Sanitation Rk mt 1-k- ,-â‚¬TO /4)'* D New Construction ~ U Adding or Vacating Plumbing Fixtures y 0 f xx a,a) L CerÂ«,0 s U Adding Square Footage to Existing Building Footprint - ~ Sand/Oil Interceptor / Grease Trap 4 9+ Act rn i Approved Date 2. LARIMER COUNTY HEALTH DEPARTMENT m Commercial Food / Drink Preparation COMMENTS: ~ Alcohol Sales (On Premise) El Day Care ( 6 Or More Children Under Age 18) Il Septic System Approved Date 3. STATE ELECTRICAL BOARD E New Construction with Electrical U Addition / Remodel with Electrical 4. STATE ENGINEER El Water Well 5. STATE DEPARTMENT OF REVENUE El Tax Exempt Revised 3/12/04 Received Date 99/09 Town of Estes Park Permit Number 7837 Received By 771_4__ Application for Building Permit cÂ»T. -6 -7*2>ZB Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 - --Office General Information (970) 577-3731 " Inspection Line (970) 577-3731 â€¢ FAX (970) 586-0249 Copy Job Address. 5% / 6, 6 7.1/ g M AdA \ Â·~) u i- Lot Size: /3 7 ~ A Mt & bt drL A. 6-< l. 0 -1-t ) 4 3 Lot: 2 Block: Subdivision: 5-9 4 70Â£ â‚¬ 4 V' i L l .Â»,1- 9 c-, g J,Â·c C , Parcel #: 3 T 244 370 6 2- Owner Name: /02 8.,n,4 2 11 C a A- P Phone: Addresst -5-0 / E ; 0 1/76$050,0 .,4 02 29 +15 A g (2 023 1-<35 1 7 / (Street) ' (City) (State) (Zip Code) Contractor/Applicant: 7 #â‚¬ 34-,- P. 0 29*-- 0 (lwer Town License #: 9/1 Phone:307 762 /?PS-- n 33/(6 Address: /4-5 6 LU (4 (**& 7 P<- B /k\.7 04 4; "- 3 -D LA.3 e Z~ 60 j 0.0 \ a (Street) 1(City) (State) (Zip Code) Â¤ Residential 2 Non-Residential ONew Building 8Alteration OAddition Proposed Existing Building Construction Occupancy Occupant Use: Use: Height: ft. Type: Group: Load: Number of Number of Number of Number of Number of Units: Kitchens: Stories: Bedrooms: Bathrooms: Full- 3/4- 1/2- Fireplace? Gas Logs? Type of Heat Ne. Electric Service: # Meters Electric: Overhead Water Meter YN# YN Gas Electric YN Size: Amps: Underground Size inch # Temp Meter Y N Meters Garage (Detached / Attached) Basement (sf) lst Floor (sf) 2nd Floor (sf) 3rd Floor (sf) sf Fin Unfin Fin Unfin Fin Unfin Fin Unfin Porch Deck Carport sf Roofed sf No Roof sf Storage sf (Proposed Use: ) Master Plan Number: Fire Suppression Total Valuations (L / Address: System YN $ 2- 37-0 , Describe Work/List Options: Electrical Subcontractor ~ ' Â£ i f /4,/ D O â‚¬ 4Â«13:C L U \Eu Plumbing Subcontractor HA#v b & 0 *P 0-'Â»i;bo 90 0 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building cg(les. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONNB ORANt FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATE WITH TH APPL IVN *** Office Use Only *** ~ Staff Comments: Application Information Approved Disapproved Fees Public Works Water Light & Power Planning Fire Department Building 73. ur Setbacks Front Side Rear Plan Review 4-4 .,1 Zoning Hazards: Census # County Tax fc>.06 Geo Wildfire Flood ---7 Certificate of Occupancy Building Offici I)ate 2121 3-115Â« Total 3} 141. 34 Revised- 2/25/05 48- Received Date â€¢ Town of Estes Park Permit Number Received By Application for Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 ~' General Information (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 Job Address: Lot Size: sf/ac Lot: Block:- Subdivision: Parcel #: Owner Name: Phone: Address: (Street) (City) (State) (Zip Code) Contractor/Applicant: Town License #: Phone: Address: (Street) (City) (State) (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SANITATION DISTRICTS U Upper Thompson Sanitation District COMMENTS: U Estes Park Sanitation U New Construction U Adding or Vacating Plumbing Fixtures ~1 Adding Square Footage to Existing Building Footprint ~ Sand/Oil Interceptor / Grease Trap Approved Date 2. LARIMER COUNTY HEALTH DEPARTMENT U Commercial Food / Drink Preparation COMMENTS: ~1 Alcohol Sales (On Premise) U Day Care ( 6 Or More Children Under Age 18) U Septic System Approved Date 3. STATE ELECTRICAL BOARD D New Construction with Electrical U Addition / Remodel with Electrical 4. STATE ENGINEER El Water Well ~ 5. STATE DEPARTMENT OF REVENUE U Tax Exempt Revised 3/12/04 Received Date -4/8/65- Town of Estes Park Permit Number PI-09 (Â·-69 Received By 9714 .- Application for Miscellaneous Permit office Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Copy General Information (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 Job Address: 5Â© l, 24 The.# 5,711.0/ 4-ue . ownerNameÂ·. M -DOM/+lbS Co r p Phone: Address: (Street) (City) (State) (Zip Code) Contractor/Applicant: gol-Denj 4/ty ftc*#7 | Town License #: Phone:gr) -7330520 Address: B 33-5 5. 5-74.-2- b Â£_ *L 1-*J--4 P 3 . 'P b 9020 (Street) (City) (State) (Zip Code) 0 Residential QiÂ·Non-Residential O Air Conditioning Installation O Gas Line C ft.) O Reroof (Commercial - Pitched Only) O Gas Log Installation Roof Classification A B C N Â¤ New Furnace Installation # of Squares O New Water Heater Installation O Reroof (Residential) Â¤ Temporary Structure Use # of Squares Time Period O Siding O Demo Structure O Windows O HAZARDS: Geo Wildfire Flood O Fire/Water Damage O Drywall 1**ther Description ofWork: re-44% ihoe 1-Â©? U N Er-- (~4'4â‚¬, fk- ~14~ A le- *ag,f Valuation (Total Cost ofMaterial & Labor): s /1,180 - I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATE~.Â¥â„¢ BUS AEELI5*TION. Dateo -/4673-lintName -IC:;n>v ;*/ *** Office Use Only *** Staff Comments: Permit Information EA=Uk 0,6 *4Â· 1 0,5-=Lfte Permit Fee: 209. 2,7 Census # County Tax: 44 00 Bgildipg Official Date 4 Fwak.d-4/1 coub G/2 /89 Total: * 265.24 e Revised 2/25/05 970 586 0249 Community Developmen 0857.14 a m. 03-20-2006 3 13 Received Date ~ -28.-4. Town of Estes Par ibince Permit Number GI- 00 /- 06 Received By 3 8- Application for Grease-Interceptqfc~Â¥rmit Application Expires 9 -4-" Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Esfd-Fark, CO 80517 General Information & Inspection Line (970) 577-3731 + FAX (970) 586-0249 * www.estesnet.com permit Expirej-at-07 Job Address: 501 Big Thompson Ave. Estes Park, CO Owner Name: C/0 D & R Construction Phone: 303-657-8500 Address: 5195 W. 58th Avenue Arvada CO 80002 (Street) (City) (State) (Zip Code) Contractor/Applicant: Front Range Plumbing Co., Inc. Town License #: /t~/ Phone: 303-451-1971 Address: 11071 Irma Drive . Northglenn CO 80233 (Street) (City) (State) (Zip Code) O Long-term Residential (3 30 days) O Short-term Residential (< 30 days) 311 Commercial O Any Active Violations? F ~ O Public Right-of-way Permit /1//A 66nitation Approval --- y'* -f-00Â· 1A,~~ Â¤ Pedestrian Protection <469 (//REA 2-County Health Approval 76&5 (/64 464/2/ O Traffic Protection /9 60*4Â£.8 O Owner's Permission Ark 0.00 (Â©INpecifications Provided 42 9(/4Â£66 (I#Yown License Â¤ Other Â¤ State Plumbing License Description ofWork: Remove existing 750-gallon gra~se>%~ and install new 1500-gallon grease trap in same location an~on~ Valuation (Total Cost of Material & Labor): $19,500.00 \<,6 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THy'I AM RESPONSIBLE FOR ANY FEES OREXPENSES INCURRED FOR nAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATBE) WITH THIS AP~,ICATIeN. Nott.IM-work authorized by this permit requires the building be provided with smoke alarms complying with municipal ~0ies. Signature />00*44 7/1 '215;~,/' Date> L ->"- Print Name James Hulbert 49 1 4-, *** Office Use Only *** IRspection Checklist: O Address Posted O Vault & Vent D Contractors Licensed O Final Inspection O Permit Packet Available O Safe Access Comments: Permit Fee: 3 al, 16- Census # Construction Type: Occupancy: -72." County Tax: Building Official - ' Date 4 399,2,5- -Â£426LyÂ£*442 03-2%-04 Total: \\Servera\comm dev\Building\Forms\Apt,lications\Over the Counter Page l of 1 Revised 3/20/2006 -SA e . fal 440 ~ 8 r t" LLU.Zor , --=r DE G =2.-L-L~:i~'-%.-I--- -- f j~ ti 4 1 alf j Receiveh Date 1\6)06 office Town of Estes Park Permit Number 0,02 Cerv Received By lil Commercial Application / Building Permit" Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 46 109 General information and Inspection Line (970) 577-3731 1 FAX (970) 586-0249 I www.estesnet.com Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires 112410 Job Address: fbet Â¥31 6-1*na 62<2,6kh-An Lot Size: sf/ac Lot: ~z._ Block: --Subdivision: Dran\â‚¬0~ \IMÂ«.C~ Ju,b Parcel #: -30+47 heDt- Owner Name: Mr-APCA Md-De) Ajknk Phone: 97 0- 1.81- -1 077- Address: 44'2-4 Ded Te SE RT, Fr (1 LEI ds Â» 20957-9. (Street) (State) (Zip Code) Contractor :32*'Wakic, C,WAJVLLIA Ji-- Town License #: phone: 703 -964 4 19 00 . 300 Address: 1 1 to 9 rb\AJ 1'8749 t*4 CArc,1 4/ \':Â¥1 Srn w)41 60 ,- 60 Kb 1.- (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: ONew Building *1Alteration []Addition Building Use(s): kICE]*CALE>b $41 ST-th/6 3 Fire Alarm System: O No O Yes; Existing: Proposed: , Fire Suppression System: Â¤ No Â¤ Yes; Sewer: ~'Estes Park Sanitation Â¤ Upper Thompson Sanitation Â¤ Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: U No 1*Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. lk\(A Fixtures: O Add Â¤ Relocate Â¤ Replace Â¤ Demolish Water Service: 1*Existing Â¤ New - #of Meters: Meter Size: inches Electric Involved: O No g.Yes - State & Town License Required. State Permit and Inspection Required. Service:Â·R;Existing O New: Â¤ Overhead O Underground; # of Meters: N h ; Meter Size: amps; Temp Meter: O No O Yes Type of Heat: Â¤ Gas iq~A O Furnace Fuel Gas Involved: 1*No O Yes -Qualifications and System Sizing Required. Â¤ Electric O Boiler Type: O N atural Gas O LPG # of Gas Appliances / Outlets: Building # Floors Basement (sf) 1" Floor (sf) 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Height: Fin Fin Fin Attached (sf) (sf) Ft. Unfin Unfin Unfin Detached Job Description: Intâ‚¬210Ft NEMODEL OF cugroME,K SEâ‚¬.VICÂ£.4 Total Valuations (Labor &~aterials) - Bal/EJZAGE ~2.VICE, AIZEA #8 EK]=71106 M.DEAuDA % SO, 00 0 9, 915 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that 1 have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTIIER FEES ASSOCIATED WITH THIS APPLICATION. Â£ ON 7- O Contractor Â¤ Owner Owner's Agent Â¤ Tenant 77~4) 286- U- 31 ' - 1 I ML Signature fL#~~;;,~ Date 721Â¥0 Print Name Kristin. Rrret-- Cen# 1 1-636 *** Office Use Only *** Job Description: .CDÂ»1/~16~2 0/fi, IRTE,2,0,Â¢ Application Information RErâ€¢10*El Approved Disapproved Fees Public Works Applicable Type of Occupancy Class(es): Watew Code(s): 2003 Construction: 1-6683 Y- 8 A-Z Light & Power Occupant Load(s): Floor Load(s): Roof Load: E X I ST, AI G Planning Variances: Fire Department 10 Building, 1,51; 943.1< Setbacks Front Sides Rear River Plan Review 7196 1-\6.4* Zoni C Haz@G-j//lgend,# County Tax 1,1'A ZOO . 00 Â£7,06_*ildi-e /Flood k~'~ Certificate of Occupancy Building Official Date 1162Â·19 JuieÂ£ 40-;TH.~L40 3-20 -'02' Total \\Servera\comm_dev\Bu~g\Forms\Applications\Building Page 1 Revised 7/14/2006 - CB 3-112 Received Date GioÂ·09 Town of Estes Park Permit Number Received By 061 Commercial Application / Building Permit Department of Building Safet, 170 MacGregor Avenue P.O. Box 1200 Estes Park. (JO 80517 Application Expires \'21\ojoft General Information and Inspection Line (970) 577-3731 1 FAX (970) 586-0249 1 â€ž,0,1.estesnet.com Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires \1 \14\*O Job Address: 501 Big Thompson Lot Size: st'/ac Lot: _2_ Block: Subdivision: j)(4\ 4 41\\A-FL, fuL. Parcel #: 751-1-9.-3103 2- Owner Name: McDonalds Phone: 970-568-3434 Address: PÂ·OÂ· Box 3098, Estes Park, CO 80517 (Street) (City) ( State) (Zip Code) Contractor: Young Electric Sign Company Town License #: 1315 Phone: 303-375-9933 Address: 3770 Joliet St., Denver, CO 80239 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: C]New Building 0Alteration OAddition Building Use(s) Fire Alarm System: U No O Yes, Existing: Proposed: Fire Suppression System: O No U Yes. Sewer: ZEstes Park Sanitation O Upper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Im okÂ·ed KNo U Yes - State and Town Licenses Required; Pltinthitig Fixture 11'orkslicer ReqmjÂ·cd. Fixtures: m Add m Relocate O Replace m Demolish Water Service: m Existing m New - # of Meters: Meter Size: inches Electric InvokÂ·ed: U No ~Yes - State & Town License Required. State Permit and Inspection Required. Service: D Existing 3 New: 3 Overhead U Underground, # of Meters: ~ Meter Si/e: amps, Temp Meter: U No U Yes Tvpe of Heat: 0 Gas U Furnace Fuel Gas Involved: m No m Yes -Qualifications and System Sizing Required. m Electric H.IA 3 Boiler Type: m Natural Gas m LPO # of Gas Appliances / Outlets: 111~1 Building # Floors Basement (sf) 1 " Floor (si) _ Floor (s O Garage / Carport (st) Porch w/ Roof Deck w/0 Roof Height: Fin Fin Fin Attached (SO (SI) Ft. Unfin Un fin Unfin Detached Job Derription Total Valuation, (Labor & Materials) Replace old high bar with new one $ 2,000 4 I certify this application is tive and correct and agree to perform the work described according to plan, specification, submitted. reviewed and approved. and comply with local ordinances.state and federal laws ah well ah building codes. I certify that ] have the property ouÂ·ner-4 authority and permission to apply for this permit. Additionally. 1 UNDERS I AND THAT 1 AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REU EW. PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED U ITH THIS APPLICATION. 0 Contr~Br IA 1 1 1 1 0 ~wner O Owner's Agent Il Tenant Signature~_~~..C Date G/~'89rint Name Anna M. McHenry :** Office Use Only *** Job Description: Application Information RE-RAâ‚¬,C ~4*tct,11- *Aâ‚¬ Approved Disapproved Fees Public Works Applicable Type of Occupancy Class(es): U ater Code,(s): Construction: ' 4% 200316(- 9%91' 0*t '51- light & Po,ier Occupant Load(s): Floor Load(Â§): Roof Load: 6*5Â·r 14(A Planning RiA 0Â£ 60 Variances: 106â€¢â€¢05Â¢44') 104 +6((â€ž 3 9-0 Fire Department 1*TY Â»fÂ°pit,1-4. C- Building , 69.1< Setbacks Front Sides Rear River Plan Reile,i Zoning Hazards Census # Count, Ta, 9.00 Gco --Wildfire.~~ Flood 4J1 Certificate of Occupang Buildind-hff ial Date 04_ + 4/l Â£*u 6-ioÂ·09 Total '77,24 \\Senera'comm de, Building'142+Applications\Building Page 1 Revi~ed 7'14 2006 -CB . ReceivedDate 30,0. / 0.2 ( Town of Estes Park Offic~ernut Number R 0118- /1 2<)It Received By 1}Â£ Roofing Application / Perm~ Application Expires + 16 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 2Â©12- General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com Permit Expires 4-,1 Job Address: 54 89 760 pwpo/1-j '4â‚¬ Condo: O Yes S.No parcel # Â» W 4 39 00 1- Owner's Name: 52 ock-) nicuuld 91 /Â· Ne tz g Phone: 970 -07 0(.too Address: t.& B ok . 520 l.(Alil ly.&Â©:. CO &0519 (Street) (City) (State) (Zip Code) Contractor: -Fllu (- (2,â€žy, IJ?02â€¢r>h i ~,r *43 Town License #: fS f Phone: 970&53 9 3,3 Address: 22-2. /4 0,1 ~d_ 68 941 1 (Street) (City) (State) (Zip Code) Â¤ Long-term Residential (2 30 days) O Short-term Residential (< 30 days) *Commercial Descript<on of Work: -9.At i 42- 2/P"Al~ 2-ec>10,26,4:1*-tlb' 5~NSÂ¢0-0 beAdat 4 4.0~.., U P 4, ylro e U..1*47;-< '~ ~# S.6-,U /41-u) 5 ~%Â£~US, LY. Tear-off or O Overlay: # of existing layers; Note: Only 1 existing layer allowed. #Af # of Squares. #lbs. /square 57 8 / 12 Roof Pitch. Note: All roof areas less than 4/12 pitch require Ice and Water Shield. Note: Provide attic ventilation; minimum 1 sq. ft. / 150 sq. ft. attic space. Type of Materials: Â¤ Shingles O Roll Roofing O Torch Down 21Â·Membrane O Composite 0Â£)ther Jit-r, U- q Type of Fasteners: O Nails O Pneumatic Nails O Pneumatic Staples Fire Classification: OA OB OC ON Note 1: More than doubling existing material weight requires a review. Note 2: Class C on Commercial projects requires review. Distance to property line . Parapet,SYes O No Note 3: Class A or B required in Wildfire Hazard Areas. Note 4: Minimum Class C required on Townhouses w/0 parapets. Note 5: IN-PROGRESS INSPECTION REQUIRED AT BEGINNING OF INSTALLATION. Note 6: LADDER REQUIRED TO BE ON SITE FOR INSPECTOR AT FINAL INSPECTION. Valuation (Total Cost of Material & Labor / Contractor Price): $ 56 1|9 9Â° 1 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved. and comply with local ordinances. state and federal laws as well as building codes. I certify that I have the property owner' s authority atid petÂ·mission to apply folÂ· this permit. Additionally. I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. 0(Contractor O Owner O Owner's Agent O Tenant signature~~1(2â€¢c' ~~7.j26Â·u/9 Date/D~/ 98 Print Name ~1449 -7 144Â£. EN-71 *** Clffice, I.Jseptplflgal;@SED Inspection Checklist: ~|~~~~ *~~ ~~ tle=3 cr-114-I 91 O Address Posted Â¤ Underlayme . -- O iroof penetrations O Contractors Licensed O Ventilation/'OW'fRAWN na,e O Sheathing []Fasteners Pattern Â¤ In-progress Inspection O Ice and water 090Â¢1 b.-' i. --- O Valley flashing O Permit Packet Available O Materials ins alled to approvdd specifications--- -O-Â¥ iall / counter flashing O Safe Roof Access O Materials ins alled to mfg. spec. for high wind__Cllf nal Inspection Wildfire Hazard Area: Â¤ Yes ~ No Permit Fee: 4 72, 767 Minimum Class Required: O A OB f~ C ~Census# 4711 Construction Type: Occupancy: County Tax: 2 79 .- 9 8 ilding Official - Date ' r-- 47 >1 9 .fG = U J.111, / JA--Â·r-1 10/0./0.2 t Total: 9/7 1 3 APPROVAL OF THIS PERMIT DOES NOT INCLU]~~~~~~~ OF ANY FRAMING 6/ \\Serverl 3\buildingdept\Forms\Applications\Over the Counter\Roofing\Roofing.doc 7413 20 'QULZ / Revised 7/28/2()10 -CB Office CoPY Receijed Date Zot l. 0 1Â· 09 Town of Estes Park permit Number 15-9 003 Received By 01 Commercial Application / Building Permit 20/1 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires -7 -ID General Information and Inspection Line (970) 577-3731 ' FAX (970) 586-0249 ' www.estesnetcom D->11 Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires -7 - H Job Address: 9-0 1 13,9 T-,ton,psal., Ava- Cmc. DoNALLS~ Lot Size: sf/ac Lot: Block: Subdivision: 4,-NA./L-j (/''if*' Parcel #: 35144 39002- Owner Name: fbob L u o Phone: 573 -4 XO -32 43 o,U Al 6 Address: (Street) (City) (State) (Zip Code) Contractor: C ULK 2,1/ra,t~)Â£,Se:3 0-ow,T Town License #: 1140 Phone: 470 - 454 - 2460 Address: 'go fitaire/44 Le /4-4 â‚¬-71/LA 64 Zfb6 /5- (StreM) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: ONew Building #Alteration OAddition Building Use(s): Fire Alarm System: E*No g Yes; Existing: ReÂ·51At,Â£,4-:r Proposed: 5,4-,r,9 U $ O ; Fire Suppression System: <No O Yes; Sewer: #Estes Park Sanitation O Upper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: DK>lo O Yes - State and Town Licenses Required; Plumbing Firture Worksheet Required. Fixtures: O Add O Relocate O Replace O Demolish /yht Water Service: N'Existing Â¤ New - #of Meters: Meter Size: inches Electric Involved: O No BYes - State & Town License Required. State Penng-andInspection Required. Service: 0'Existing O New: O Overhead O Underground; # of Meters: ; Meter Size: amps; Temp Meter: O No O Yes Tvoe of Heat: W Gas z , - -2 0 Furnace Fuel Gas Involved:M'No Â¤ Yes -Qualifications and System Sizing Required. O Electric 94'M-X] Boiler Type: ~'Natural Gas O LPG # of Gas Appliances / Outlets: Building # Floors Basement (sf) 1 a Floor (sf) 24 Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Height: Fin Fin Fin Attached (sf) 00 Ft. Unfin Unfin Unfin Detached Job Description: Ript.c C e-Â·r,Sl-'*3 W kil/F/00,2. 1;/E- 5A# Oâ€¢*'1,â€¢â€¢â€¢~ A,4,64 Total Valuations (Labor& Materials) Ne Adâ€¢Lin...C . 64-5, REA.c< L,3,(n,9 + ReplAGE s.â€¢9740. ~44w p,~~V4Â·GS m 90,000.Oo I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. 0 0 Owner 5 Owner's Agent O Tenant Sis Date /- 1-/'PrintName -720{:.9 A Z.â€¢k,C-2., 9 *** Office Use Only *** Job Description: Application Information 1 1416*604. 2-6/vvk:) 0 Â£''L Approved Disapproved Fees Public Works Applicable Type of Occupancy Class(es): Water Code(s): Construction: 2,0ob %-cooâ‚¬ 46 A.2- Light & Power Occupant Load(s): Floor Load(s): Roof Load: Planning EÂ¥ i Â·,aa/1 Variances: Fire Department Building 923.75' Setbacks Front Sides Rear River '00. 611 Plan Review Zoning 4 Hazards Census # County Tax 390.00 Â¢20% l 5 153ob* 4%ifire Flood 43-1 Certificate of Occupancy Buildi~pmcial , Date 1 1/+ A/l,/~ 1-lilli Total , 0%4. (9 V \\Servera\comm dev\Building\Forms\Applications\Building Page 1 Revised 7/14/2006 - CB 11 : 1 IM SAFEWAY . 1 1 / 1 / ALTA/ACSM LAND TITLE SURVEY STAMP I I / 1 40'23' i - /A\ 1 1 1 I 11 , - a r // 11 LEGEND SHEET ONE EXCLUDED EN' C) ' 1 AREA \\â€¢ i OF LOT 2, OF THE AMENDED PLAT ! if POWER POLE ts LIGHT POLE ELECTRIC PEDESTAL - Â·- ELECTRICL,NE TELEPHONE PEDESTAL - -- -Â· - - TELEPHONE LINE WATER VALVE FIRE HYDRANT ------------ WATERUNE - -Â·Â·-Â·-Â·-Â·- - STORM SEWER IRRIGATION Â® MANHOLE - - ---Â·- - -+- - SEWER LINE ---- REVI~19NE 02 CABLE TELEVISION PEDESTAL CABLE TELEVISION UNE ------------ BORDER OF EXCLUDED AREA CURB ======== RETAINING V\ALL #4 REBAR VW 1" PLASTIC 185 UNLESS OTHERVUISE NOTED SU8MI TTAL DA1ES #4 REBAR WITH PLASTIC CAP #9485 OM PREVIOUS VAN HORN SURVEY-1998) 014+IER: DATE REG. AGENCIES: DATE O. T.B.: DATE 1-- U) Ili 2 U.1 Â£Â£ ~ 1.1.1 6,0 Ed 0:42 O 42.8, g u) EQ =2*4 O 281, ..lilli El 21 tail , EN i'i4 1401 i PROJECT NO. PROJECTNO DRAWN BY: DRAWNBY CHECKED BY: CHECKEDBY CAD SAVED NAME: FILENAME -1 UJ 0 Ul 0, %it , ' ;tz ' J 1 P 1( 1 1 " , (110 - UJ 1.1- 0 W / 1 3 0, 2 02 a * 3 9 LU , Z LU 0> <9 Q 206 ,/ LU 01- 0 , 4 :i . 0 - BUILDING "A" 2 . a > 2 : , 7 0 .i Z 10,350 S.F. ul -.-/l0p LL 9 453 E. WONDERVIEWAVE. < 50 x co; / 07 < 0 : 0- N *10 PARKING L T A~h ISLAND SHEET TITLE SITE STUDY RELLIS AND PATIO .Q@*-1% 0Â¥E 1 SHEET NO. :w .Â· ivEW SIDEWALK OCT - 1 2008 l J CO - SP-10 :' : Fin 1 Feâ‚¬-+App--1 ---le-Â«14-Â¥=LA,Â» L 8 Biup Jil 43 033Â¥/Md SiN),nallÂ« ONV SLN],Ir,000 B]MtO 0* SliON '4Â¥0 NOUVO KISSIÂ©ed MG]0 li -liNOISS]jlld NOIS30]Hi 10 AMMOBc! 3141 n V MEIIAh13(NOM 3 dBONOO laaÂ¥ ONIallnS 013,Dil liolldol 3,U ON,Unvi yllel 034,353H haill ONÂ¥ 61Â·00-0 260-90 h1381,AN U Vd 93193 .. A.. . , . .A .:. V .7. ./.- .7 0 -A A ... . 0 0 . .8 1 .0 4. . I , 1 11 1 .. A, I . . 0 --- I --- . . A. .. . ..Al. 0 0 f. 4 . 0- D 4 1. .. ... 0 0. 1 1 .1 . 0 . 0- . - 1 ,- 2. I .1 4. 0 1 .- :.1 0 . I . 1 , 1 . 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