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HomeMy WebLinkAboutPLANS 2241 Arapaho Rd Sunroom Addition 2020-06-22UPPER FLOOR 0" TRUSS BEARING 8'-0" 1 3'-6" SUCTION=38.7 PSF SUCTION=26.6 PSF SUNROOM SKYLIGHT ISSUE DATE: THE PURPOSE OF THIS DRAWING IS ONLY TO DEPICT GRAPHICALLY THE GENERAL NATURE OF THE WORK. © NOT PUBLISHED ALL RIGHTS RESERVED SYMBOLS MATERIALS ABBREVIATIONS POROUS FILL LOOSE FILL INSULATION R PT WT DISTURBED EARTH FINISH WOOD CUT STONE WOOD BLOCKINGCONTINUOUS ROUGH WOOD FRAMING RIGID INSULATION FIRE SAFING BLANKET INSULATION BRICK CONCRETE UNIT MASONRY CONCRETE STEEL UNDISTURBED EARTH GYPSUM/PLASTER SAND FILL LIGHT WT CONCRETE GROUT (T = THICKNESS W = WIDTH R = RIPPED PT = PRESSURE TREATED) ~ REFER TO THE LATEST EDITION OF THE UNIFORM DRAWING SYSTEM (UDS) FOR A COMPLETE LIST OF TERMS AND ABBREVIATIONS. R PT WT DETAIL NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER CUT LINES MATCH LINE SECTION LETTER SHEET NUMBER REVISION CLOUD REVISION NUMBER AREA OF REVISION WALL TYPE WINDOW TYPE DETAIL MARKS ELEVATION MARKS SECTION MARK DOOR NUMBER DATUM POINT A COLUMN GRID BUBBLES 1 ROOM NUMBER 1 ROOM NAME XX AYY AYY XX XX XX AYY XX AYY XX AYY XXX DRAWING REFERENCE SHEET NUMBER XX AYY XXX C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 3 9 : 4 8 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A1.0 2020-06-19 COVER PN: 2020001 SHEET INDEX SHEET NUMBER SHEET NAME A1.0 COVER A1.1 SITE A1.2 DEMOLITION A1.3 PLANS A2.1 ELEVATIONS & SECTIONS A5.1 WALL SECTIONS LOOKING SOUTH & PLAN DETAILS A5.2 WALL SECTIONS & DETAILS LOOKING EAST A5.3 SKYLIGHT CURB & RAFTER DETAILS A5.4 COLUMN & BEAM DETAILS A7.1 SPECIFICATIONS GENERAL STRUCTURAL NOTES 1.LOADS USED IN DESIGN: A.ROOF 1.SNOW LOAD-----------------------------------------------------------------------70 PSF 2.DEAD LOAD ---------------------------------------------------------------------- 15 psf B.FLOOR 1.TYPICAL LIVE LOAD------------------------------------------------------------40 PSF C.WIND LOADS PER 2015 IRC 1.REFERENCE WIND VELOCITY (ULTIMATE)-------------------------175 MPH 2.EXPOSURE CLASSIFICATION---------------------------------------------C 3.IMPORTANCE FACTOR------------------------------------------------------1.0 4.SKYLIGHT DESIGN PRESSURE-------------------------------------------SEE SECTION A-8/A1.0 D.SEISMIC 1. SEISMIC DESIGN CATEGORY--------------------------------------------- B E.FROST DEPTH 1.MINIMUM FROST DEPTH---------------------------------------------------30 INCHES 2.CONTRACTOR IS TO CONFORM TO THE FOLLOWING DESIGN STANDARDS: A.INTERNATIONAL RESIDENTIAL CODE 2015 EDITION B.ACI BUILDING CODE 318-19 C.AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION D.AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED MEMBERS 2012 EDITION E.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2015 EDITION 3.FOUNDATIONS: A.ASSUMED BEARING CAPACITY OF SOIL IS 1500 PSF. 4.WOOD: A.ALL WOOD FOR THE STRUCTURAL FRAMING SHALL BE VISUALLY-GRADED, SURFACED DRY DOUGLAS FIR OR HEM FIR. GRADING SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST AND PAPER ASSOCIATION. 1.ALL JOISTS, BEAMS, COLUMNS AND HEADERS SHALL BE VISUALLY-GRADED "NO. 2". 2.ALL 2X WALL STUDS AND PLATES SHALL BE VISUALLY-GRADED "STUDS". 3.ALL WALL PLATES SHALL BE VISUALLY-GRADED "NO. 2". 4.ALL BLOCKING AND BRIDGING MAY BE VISUALLY-GRADED "NO. 2" OR "NO. 3". B.PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C2 (LUMBER) AND AWPA (PLYWOOD), EXCEPT FOR LUMBER THAT IS NOT IN CONTACT WITH THE GROUND AND IS CONTINUOUSLY PROTECTED FROM LIQUID WATER MAY BE TREATED ACCORDING TO AWPA C31 WITH INORGANIC BORN (SBX). C.PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AT SUPPORTS. RAFTERS, JOISTS OR BEAMS SHALL NOT BE NOTCHED OR "BIRDS MOUTHED" ANYWHERE ALONG THEIR SPAN UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS. BEVELED RAFTER ENDS, WHERE PERMITTED, SHALL BEAR ON THE SUPPORT STARTING AT THE HEEL OF THE BEVEL AND NOT THE TOE. D.TIMBER CONNECTORS OF ALL MEMBERS SHALL BE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS ARE TO BE MANUFACTURED FOR THE SIZE OF THE MEMBER SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THEY HAVE I.C.B.O. APPROVAL AND THEIR LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS, BOLTS AND INSTRUCTIONS. E.ALL COLUMNS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONTINUOUS FULL HEIGHT INCLUDING SOLID BLOCKING THROUGH THE FLOOR UNLESS OTHERWISE SHOWN. LAYERS OF WOOD COLUMNS ARE TO BE GLUED AND NAILED. G.FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IRC "NAILING SCHEDULE" UNLESS OTHERWISE NOTED. H.BOLTS FOR WOOD MEMBERS SHALL HAVE A BENDING YIELD STRENGTH OF 45,000 PSI, AND NO THREADS ARE ALLOWED IN THE WOOD THICKNESS OF THE CONNECTION. I.TJI'S AND LAMINATED VENEER LUMBER (LVL) SHALL BE AS SUPPLIED BY THE TRUS-JOIST MACMILLAN CORPORATION OR APPROVED EQUAL AND ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL PLATES, BLOCKING, BRIDGING AND OTHER RELATED ITEMS SHALL BE FURNISHED BY THE MANUFACTURER AND INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. N.LAMINATED BEAMS: 1.ALL LAMINATED MEMBERS SHALL BE FABRICATED WITH LUMBER FROM WEST COAST DOUGLAS FIR IN A "24F" COMBINATION. LAMINATED MEMBERS EXPOSED TO VIEW SHALL HAVE "ARCHITECTURAL" APPEARANCE CLASSIFICATION IN ACCORDANCE WITH ANSI A190.1. PROVIDE EXTERIOR GRADE BEAMS WHERE SHOWN ON PLAN TO NOT BE COMPLETELY CLOSED IN INTERIOR SPACE. 2.LAMINATED MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL LAMINATED LUMBER, PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCER'S ASSOCIATION. 3.MINIMUM ALLOWABLE UNIT STRESSES REQUIRED FOR THE DRY CONDITION OF USE FOR COMBINATION "24F" LAMINATED MEMBERS ARE AS FOLLOWS: a.BENDING -------------------------------------------------------------------------------------- 2400 PSI b.TENSION PARALLEL TO GRAIN ------------------------------------------------------- 1100 PSI c.COMPRESSION PARALLEL TO GRAIN ---------------------------------------------- 1650 PSI d.HORIZONTAL SHEAR ---------------------------------------------------------------------- 265 PSI e.COMPRESSION PERPENDICULAR TO GRAIN ------------------------------------ (TENSION FACE) 650 PSI (COMPRESSION FACE) 650 PSI f.MODULUS OF ELASTICITY ---------------------------------------------------------------1.8 X 1,000,000 PSI 4.LAMINATED MEMBERS SHALL BE BUILT UP USING 2" NOMINAL MATERIAL. 5.LAMINATED MEMBER SIZES SHOWN ARE NET, OTHER MEMBER SIZES ARE NOMINAL. 6.BEAM SEATS AND OTHER CONNECTORS FOR LAMINATED WOOD MEMBERS SHALL BE 1/8" WIDER THAN THE ACTUAL WIDTH. 5.CONCRETE: A.ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL USE TYPE II CEMENT. B.CONCRETE DESIGN MIXES, ASTM C 94, 28 DAY COMPRESSIVE STRENGTH: 1.FOOTINGS: a.COMPRESSIVE STRENGTH: 3000 PSI, TOTAL CEMENT CONTENT, 470# / CUBIC YARD. b.AIR CONTENT 8% +/- 1%. c.WATER CEMENT RATIO: 0.50 MAXIMUM d.FLY ASH: MAXIMUM OF 25% OF THE TOTAL CEMENT CONTENT. e.SLUMP LIMITS: 4 INCHES, 8 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE, PLUS OR MINUS 1 INCH. 2.FOUNDATIONS: a.COMPRESSIVE STRENGTH: 3000 PSI, TOTAL CEMENT CONTENT, 470# / CUBIC YARD. b.AIR CONTENT 8% +/- 1%. c.WATER CEMENT RATIO: 0.45 MAXIMUM d.FLY ASH: MAXIMUM OF 25% OF THE TOTAL CEMENT CONTENT. e.SLUMP LIMITS: 4 INCHES, 8 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE, PLUS OR MINUS 1 INCH 3.INTERIOR SLABS ON GRADE: a.COMPRESSIVE STRENGTH: 3500 PSI, TOTAL CEMENT CONTENT, 517# / CUBIC YARD. b.AIR CONTENT 3% +/- 1%. c.WATER CEMENT RATIO: 0.45 MAXIMUM d.FLY ASH: NOT ALLOWED. e.SLUMP LIMITS: 4 INCHES, 8 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE, PLUS OR MINUS 1 INCH 4.EXTERIOR SITE CONCRETE AND PADS EXPOSED TO WEATHER: a.COMPRESSIVE STRENGTH: 4500 PSI, TOTAL CEMENT CONTENT, 611# / CUBIC YARD. b.AIR CONTENT 8% +/- 1%. c.WATER CEMENT RATIO: 0.40 MAXIMUM d.FLY ASH: NOT ALLOWED. e.SLUMP LIMITS: 4 INCHES, 8 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE, PLUS OR MINUS 1 INCH C.ALL REINFORCING BARS SHALL BE ASTM A615, GRADE 60. D.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. E.PROVIDE CONTROL OR CONSTRUCTION JOINTS @ 10'-0" O.C. (MAXIMUM) IN EACH DIRECTION FOR SLABS ON GRADE OR AS INDICATED ON DRAWINGS. CONTROL JOINTS SHALL BE 1\" DEEP, TOOLED AND SAWCUT WITHIN 12 HOURS OF SLAB POUR OR AS SOON AS SLAB CAN SUPPORT WORKERS WITHOUT DAMAGING THE CONCRETE FINISH. F.CONCRETE PROTECTION FOR REINFORCEMENT: 1.CONCRETE POURED AGAINST EARTH --------------------------------------------------------------------- 3" 2.CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH a.#5 BAR OR SMALLER---------------------------------------------------------------------------------------- 1-1/2" b.LARGER THAN #5 BAR--------------------------------------------------------------------------------------- 2" 3.GRADE BEAMS, BEAMS, GIRDERS, COLUMNS-------------------------------------------------------------- 1-1/2" 4.SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH----------------------------------------- 3/4" G.ALL BARS SHALL BE CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. H.WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH PLUS 2" AT SIDE AND END LAPS, BUT NOT LESS THAN 6" AND SHALL BE WIRED TOGETHER. PROVIDE ACCESSORIES TO PROPERLY SUPPORT THE WIRE FABRIC AT THE POSITION INDICATED ON THE DRAWINGS. I.DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITION OF ACI DETAILING MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. J.PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. K.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS PRIOR TO PLACING CONCRETE. DON'T CUT ANY REINFORCEMENT WHICH MAY CONFLICT. CORE DRILLING OF CONCRETE ISN'T ALLOWED UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER. SUBMIT A PROPOSED LAYOUT OF ANY CONDUITS THAT ARE TO BE PLACED WITHIN A SLAB THICKNESS FOR THE STRUCTURAL ENGINEER TO REVIEW. L.NO CHLORIDE ADMIXTURE SHALL BE ADDED TO CONCRETE WITHOUT THE STRUCTURAL ENGINEER'S APPROVAL. M.EIGHT PERCENT (8%) AIR ENTRAINMENT SHALL BE ADDED TO ALL CONCRETE PERMANENTLY EXPOSED TO THE WEATHER. N.CONCRETE SHALL NOT BE ALLOWED TO REMAIN IN THE CONCRETE TRUCK LONGER THAN 90 MINUTES WHEN THE AIR TEMPERATURE IS UNDER 90DEG. FAHRENHEIT OR 60 MINUTES WHEN THE AIR TEMPERATURE IS ABOVE 90DEG. FAHRENHEIT. O.CONCRETE PLACEMENT IN COLD WEATHER: 1.FOOTING ARE NOT TO BE POURED ON FROZEN SUBGRADE. 2.CONCRETE FORMS SHALL BE FREE OF FROST AND ICE. 3.CONCRETE MAY BE POURED WITH NO PROTECTION IF THE AIR TEMPERATURE IS GREATER THAN 40 DEG. FAHRENHEIT. 4.IF THE AIR TEMPERATURE IS FORECASTED TO BE BETWEEN 25 DEG. AND 40 DEG. FAHRENHEIT, THE FORMS SHALL REMAIN IN PLACE AND INSULATING BLANKETS SHALL BE PLACED OVER THE FORMS FOR A MINIMUM OF THREE DAYS. 5.NO CONCRETE SHALL BE POURED IF THE AIR TEMPERATURE IS BELOW 25 DEG. FAHRENHEIT. 6.THE CONCRETE SHALL HAVE A TEMPERATURE OF 65 DEG. FAHRENHEIT IF THE AIR TEMPERATURE IS BETWEEN 25 DEG. AND 30 DEG. FAHRENHEIT. THE CONCRETE SHALL HAVE A TEMPERATURE OF 60 DEG. FAHRENHEIT IF THE AIR TEMPERATURE IS ABOVE 30 DEG. FAHRENHEIT. 7.TYPE E WATER REDUCING ACCELERATING ADMIXTURE THAT MEETS THE REQUIREMENTS OF ASTM C494 IS ALLOWED TO BE USED. CODE INFORMATION GOVERNING CODE: 2015 INTERNATIONAL RESIDENTIAL CODE AND LOCAL AMENDMENTS DWELLING WILL NOT BE USED AS A VACATION HOME OCCUPANCY---SINGLE FAMILY RESIDENCE AREA OF ADDITION----167 SQUARE FEET SUNROOM ADDITION---CATEGORY IV, THERMALLY ISOLATED FROM THE EXISTING CONDITIONED SPACE SUNROOM FENESTRATION: PER R402.3.5 SUNROOM FENESTRATION, EXCEPTION 1.FENESTRATION U-FACTOR SHALL NOT EXCEED 0.45 2.SKYLIGHT U-FACTOR SHALL NOT EXCEED 0.70. 1. NEW STRUCTURAL ELEMENTS, INCLUDING CONNECTIONS TO THE EXISTING STRUCTURE, COMPLY WITH THE IRC REQUIREMENTS FOR NEW CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, SNOW & WIND LOADS. 2. THE ALTERATIONS DO NOT REDUCE THE CAPACITY OF EXISTING GRAVITY LOADCARRYING STRUCTURAL ELEMENTS AND THE LATERAL RESISTANCE OF THE BUILDING IS NOT LESSENED. GENERAL STRUCTURAL NOTES (CONTINUED) 6.STEEL: A.ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE DRAWINGS: 1.WIDE FLANGE AND TEE SHAPES: ASTM A572, GRADE 50 2.PIPES: ASTM A53, GRADE B 3.TUBES:ASTM A500, GRADE B 4.CHANNELS, ANGLES AND MISCELLANEOUS PLATES: ASTM A36 B.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 14TH EDITION OF AISC "MANUAL OF STEEL CONSTRUCTION". C.ALL WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS. D.MINIMUM WELD SIZE SHALL NOT BE LESS THAN 3/16" CONTINUOUS FILLET WELD, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 1.WELD SIZES AND LENGTHS CALLED OUT ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE THE WELD SIZE IF GAPS EXIST AT THE JOINT. 2.WELD SIZES SHALL BE THE LARGER OF THE WELD SIZE SHOWN ON THE DRAWINGS OR THE SIZES REQUIRED IN AISC TABLES J2.3 OR J2.4. 7.EPOXY SHALL BE HILTI HIT HY 150 OR APPROVED EQUAL UNLESS NOTED OTHERWISE AND BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 8.THE STRUCTURAL ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 9.THE STRUCTURAL DRAWINGS AND NOTES REPRESENT THE FINISHED STRUCTURE. THEY DON'T INDICATE THE METHOD OF CONSTRUCTION. FOR THIS REASON, DURING ERECTION OF THE STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIALS AND EQUIPMENT, IN ADDITION TO ANY WORKER SAFETY REQUIREMENTS. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED. 10.DISCOVERY: A.DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS OR DIMENSIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY).SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE STRUCTURE. B.IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCOVERY THEY BELIEVES MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE STRUCTURE PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERY. 11.DRAWINGS SHALL NOT BE SCALED. 12.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS OR NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS NOTED "TYPICAL" SHALL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 13.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BETWEEN ALL TRADES PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ALL INCONSISTENCIES. FAILURE TO DO SO SHALL RELIEVE THE ARCHITECT/ENGINEER OF ALL CONSEQUENCES RELATED TO THE INCONSISTENCY. 14.REFER TO THE ARCHITECTURAL, MECHANICAL AND OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE. 15.OPENINGS, POCKETS, ETC. MAY NOT BE PLACED IN BEAMS, JOISTS OR COLUMNS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 16.ALL DRAWINGS ARE SUBJECT TO REVIEW BY THE BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS MAY BE SUBSEQUENTLY IMPOSED. 17.ALL INFORMATION, WRITTEN AND DRAWN, WHICH APPEARS HEREIN IS THE WORK OF FOOTHILLS STRUCTURAL ENGINEERING AND SHALL NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF FOOTHILLS STRUCTURAL ENGINEERING 1/4" = 1'-0"A1.0 A-8 SKYLIGHT DESIGN PRESSURE T T T T T T TT 24 0 V T T NOTE: CONTOURS SHOWN ARE APPROXIMATE. DRAIN A R A P A H O R O A DEXISTING PAVEMENT (N 4 3 °4 5 '0 0 "W 1 6 7 .5 6 ') ( S 6 2 ° 2 6 ' 2 1 " W 1 4 6 . 6 8 ' ) (N 3 6 °1 7 '0 0 "W 2 0 8 .7 6 ') ( S 4 6 ° 4 5 ' 0 0 " W 1 6 8 . 0 0 ' ) 1 0 ' U T I L I T Y A N D D R A I N A G E E A S E M E N T A L O N G A L L L O T L I N E S 2 5 ' B U I L D I N G S E T B A C K A L O N G A L L L O T L I N E S PROPOSED SUNROOM IN LOCATION OF EXISTING DECK EXISTING RESIDENCE NEW EXTRUDED GUTTER SYSTEM. FINISH TO MATCH EXISTING GUTTERS. GUTTER LENGTH APPROX. 60'. FIELD VERIFY. GARAGE LAUNDRY FOYER FRONT DECK KITCHEN DINING LIVINGROOM MASTER FULL BATH SUNROOM 1 M. BATHRM 2'-8" X 6'-8" 2' - 6 " X 6 ' - 8 " A-3 A1.1 PROPOSED SUNROOM LOCATION: DISTURBED AREA: 205 S.F. SUNROOM LOCATED AT LOCATION OF EXISTING DECK. EXISTING DECK CONSTRUCTED OVER EXISTING CONCRETE SLAB ON GRADE PATIO. EXISTING RESIDENCE UPPER FLOOR 0" TRUSS BEARING 8'-0" LOWER FLOOR -9'-3" 13 ' - 1 1 3 / 1 6 " 18 ' - 1 3 / 4 " MEAN ROOF HEIGHT MEAN ROOF HEIGHT SUNROOM 10 ' - 6 5 / 1 6 " 10'-0 3/8" 1 PROPOSED SUNROOM LOCATION: SUNROOM LOCATED AT LOCATION OF EXISTING DECK. PROPOSED SUNROOM CONSTRUCTED OVER SOUTH PORTION OF THE EXISTING CONCRETE SLAB ON GRADE PATIO INTENDED TO REMAIN. SOUTH PORTION OF THE EXISTING CONCRETE SLAB ON GRADE PATIO INTENDED TO REMAIN. EXISTING RESIDENCE ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 0 4 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A1.1 2020-06-19 SITE PN: 2020001 1" = 20'-0"A1.1 E-9 SITE PLAN - PROPOSED SUNROOM 1/8" = 1'-0"A1.1 A-9 SUNROOM - OVERALL UPPER FLOOR A1.1 H-3 EXISTING - VIEW FROM NORTH WEST A1.1 E-3 PROPOSED - VIEW FROM NORTH WEST 1/8" = 1'-0"A1.1 A-3 SECTION LOOKING EAST PROPOSED SUNROOM LOCATION: SUNROOM LOCATED AT LOCATION OF EXISTING DECK. EXISTING DECK CONSTRUCTED OVER EXISTING CONCRETE SLAB ON GRADE PATIO. PROPOSED SUNROOM LOCATION: SUNROOM LOCATED AT LOCATION OF EXISTING DECK. PROPOSED SUNROOM CONSTRUCTED OVER SOUTH PORTION OF THE EXISTING CONCRETE SLAB ON GRADE PATIO INTENDED TO REMAIN. LEGAL DESCRIPTION (TAKEN FROM TITLE COMMITMENT NO. RM2779-14) LOT 5, BLOCK C, ARAPAHO MEADOWS PHASE I SUBDIVISION, A P.U.B., OF ARAPAHO MEADOWS ADDITION IN THE TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO. T T T C-6 A1.2 PLAN DEMOLITION KEY NOTES: 1.REMOVE DECK AND ASSOCIATED STEPS. 2.SAWCUT AND REMOVE PORTION OF CONCRETE SLAB ON GRADE PATIO. BALANCE OF CONCRETE SLAB ON GRADE PATIO TO REMAIN. 3.REMOVE SIDING AND PLASTIC SHEATHING AS REQUIRED FOR INSTALLATION OF BLOCKING FOR SUPPORT OF NEW WALL/WINDOW. 4.REMOVE SIDING AND PLASTIC SHEATHING AS REQUIRED FOR INSTALLATION NEW SHEATHING AND BLOCKING FOR SUPPORT OF NEW BEAM. 2 1 SAWCUT CONCRETE SLAB ON GRADE PATIO 3 3 44 EXISTING DECK WITH CONCRETE SLAB ON GRADE PATIO BELOW H-6 A5.4 # UPPER FLOOR 0" TRUSS BEARING 8'-0" 5" 1'-0" LIVINGROOM DEMOLITION SECTION KEY NOTES: 1.REMOVE ROOF SYSTEM AND ASSOCIATED SOFFIT AND FASCIA. COORDINATE WITH BEAM LOCATION. 2.REMOVE GUTTER AND ASSOCIATED DOWNSPOUT. 3.REMOVE DECK AND ASSOCIATED STEPS. 4.SAWCUT AND REMOVE PORTION OF CONCRETE SLAB ON GRADE PATIO. BALANCE OF CONCRETE SLAB ON GRADE PATIO TO REMAIN. 5.REMOVE SIDING AND PLASTIC SHEATHING AS REQUIRED FOR INSTALLATION NEW SHEATHING AND BLOCKING FOR SUPPORT OF NEW BEAM. 6.REMOVE SOFFIT AND FASCIA SYSTEM TO ACCOMMODATE NEW WORK. 7.REMOVE LIGHTS AND SAVE FOR REINSTALLATION. 8.REMOVE TRUSS TAIL AS REQUIRED FOR INSTALLATION OF NEW ROOF EDGE BEAM. 9.EXISTING WINDOW TO REMAIN 10.PORTION OF EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN. EXISTING DECK WITH CONCRETE SLAB ON GRADE PATIO BELOW . . 1 2 3 3 4 5 6 7 8 9 .10 # C-6 A1.2 ROOF DEMOLITION KEY NOTES: 1.REMOVE ROOF SYSTEM AND ASSOCIATED SOFFIT AND FASCIA. COORDINATE WITH BEAM LOCATION. 2.REMOVE ASPHALT SHINGLES TO ALLOW INSTALLATION OF NEW SKYLIGHT CURB AND ASSOCIATED FLASHING SYSTEM. 3.REMOVE GUTTER AND ASSOCIATED DOWNSPOUT. 1 2 2 2 3 3 # UPPER FLOOR 0" TRUSS BEARING 8'-0" C-6 A1.2 DEMOLITION SECTION KEY NOTES: 1.REMOVE ROOF SYSTEM AND ASSOCIATED SOFFIT AND FASCIA. COORDINATE WITH BEAM LOCATION. 2.REMOVE ASPHALT SHINGLES TO ALLOW INSTALLATION OF NEW SKYLIGHT CURB AND ASSOCIATED FLASHING SYSTEM. 3.REMOVE GUTTER AND ASSOCIATED DOWNSPOUT. 4.REMOVE DECK AND ASSOCIATED STEPS. 5.REMOVE SIDING AND PLASTIC SHEATHING AS REQUIRED FOR INSTALLATION OF BLOCKING FOR SUPPORT OF NEW WALL/WINDOW. 6.REMOVE PORTION OF SIDING BELOW PROPOSED NEW SUNROOM FLOOR LINE. 2 2 21 3 6 6 3 55 6 4 # C-6 A1.2 REFLECTED CEILING DEMOLITION PLAN KEY NOTES: 1.REMOVE SOFFIT AND FASCIA SYSTEM TO ACCOMMODATE NEW WORK. 2.REMOVE GUTTER AND ASSOCIATED DOWNSPOUT. 3.REMOVE SIDING AND PLASTIC SHEATHING AS REQUIRED FOR INSTALLATION NEW SHEATHING AND BLOCKING FOR SUPPORT OF NEW BEAM. 4.REMOVE LIGHTS AND SAVE FOR REINSTALLATION. 5.REMOVE TRUSS TAIL AS REQUIRED FOR INSTALLATION OF NEW ROOF EDGE BEAM. 1 1 1 2 2 3 3 4 5 5 # ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 0 6 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A1.2 2020-06-19 DEMOLITION PN: 2020001 1/4" = 1'-0"A1.2 G-10 SUNROOM PLAN - DEMOLITION 1/4" = 1'-0"A1.2 C-6 SUNROOM - DEMOLITION LOOKING EAST (WEST SIM.) 1/4" = 1'-0"A1.2 G-1 SUNROOM DEMOLITION ROOF PLAN 1/4" = 1'-0"A1.2 C-10 SUNROOM NORTH ELEVATION DEMOLITION 1/4" = 1'-0"A1.2 G-6 UPPER FLOOR CEILING PLAN T T G-1 A2.1 C-7 A2.1 1 A B G-5 A2.1 G-11 A2.1 C-11 A2.1 4 1/2"16'-6 1/2"4 1/2" A5.1 A-10 FOUNDATION PLAN KEY PLAN: 1.PORTION OF EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN 2.EXISTING MASONRY FOUNDATION WALL ON CONCRETE STRIP FOOTING ON ROCK. 3.PROVIDE (1)-1" DIA. CONDUIT FOR EXISTING DATA LINE AND (2)-2" DIA. CONDUIT FOR FUTURE USE. TERMINATE CONDUIT IN CRAWL SPACES AT EACH SIDE OF SUNROOM. 4.4" THICK CONCRETE SLAB ON GRADE REINF. W/ 6X6 - W1.4XW1.4 5.DRILL & EPOXY 2-#5 X 2'-4" INTO EXISTING FDN. AT BOTTOM OF NEW FTG. (4" EMBED.) 6.CONCRETE STEPS 7.PERIMETER INSULATION: 2” EXTRUDED POLYSTYRENE – R-10 MIN. EQ EQ 8"17'-3 1/2"8" 18'-7 1/2" 10"15'-7 1/2"10" 4 1 / 2 " 1' - 8 " 2' - 0 1 / 2 " 8' - 6 " 4 1 / 2 " 3 1 / 2 " 1' - 4 1 / 2 " 1 2 2 2 3 HS S 3 - 1 /2X3-1 /2 X 1 /4 " HSS 3-1/2X3-1/2X1/4" . 3-2X6 .4 55 3 - 2 X 6 6 7 7 A-5 A5.2 A-4 A5.1 A-7 A5.1 A5.4 C-12 10"10" 8" F-3 A5.4 # CENTERLINE OF FACE OF EX. FDN. TO FACE OF EX. FDN. G-1 A2.1 SUNROOM 5 3/4"15'-7"5 3/4" C-7 A2.1 A5.1 D-10 1 A B 16'-6 1/2" G-5 A2.1 G-11 A2.1 C-11 A2.1 A5.1 H-10 D1 W1W1 PLAN KEY NOTES: 1.EXISTING DOOR/WINDOW TO REMAIN. 2.MIN. 4" CONCRETE SLAB ON 40 PSI EXTRUDED POLYSTYRENE INSULATION ON VAPOR RETARDER ON COMPACTED FILL ON EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN. 3.CONCRETE STEPS 4.PATCH WALL TO MATCH EXISTING. 5.ELECTRIC BASEBOARD HEATER 6.CONTROL JOINT 1 111 1 2 34 4 55 D A-7 A5.1 F-3 A5.4 A5.4 F-6 # 6 6 6 6 G-1 A2.1 7' - 8 9 / 1 6 " C-7 A2.1 1 A B G-5 A2.1 G-11 A2.1 C-11 A2.1 ROOF KEY NOTES: 1.NEW EXTRUDED GUTTER SYSTEM. FINISH TO MATCH EXISTING GUTTERS. GUTTER LENGTH APPROX. 60'. FIELD VERIFY. 2.PATCH ASPHALT ROOF SYSTEM FOR WEATHER TIGHT CONDITION. PATCH SHALL MATCH EXISTING ROOF SYSTEM. 3.NOT USED 4.SADDLE 5.SKYLIGHT SYSTEM: NON-STRUCTURAL SKYLIGHT SYSTEM BEARING ON CURB AND STRUCTURAL RAFTERS. SEE SPECIFICATION ON SHEET A7.1. 5 1 1 2 2 2 4 # G-1 A2.1 C-7 A2.1 1 A B G-5 A2.1 G-11 A2.1 C-11 A2.1 REFLECTED CEILING PLAN KEY NOTES: 1.NEW GLUE LAM. BEAM 2.NEW GLUE LAM. RAFTER 3.5/8" GWB, PAINT FINISH. 4.REINSTALLED SAVED CAN LIGHTS. 5.ATTIC ACCESS. 6.WOOD TRIM SOFFIT. 7.NEW EXTRUDED GUTTER SYSTEM. FINISH TO MATCH EXISTING GUTTERS. GUTTER LENGTH APPROX. 60'. FIELD VERIFY. 8.SOFFIT MATCHING EXISTING PLYWOOD SOFFIT. MATCH EXISTING FINISH. 9.CEILING FAN 10.SKYLIGHT SYSTEM: NON-STRUCTURAL SKYLIGHT SYSTEM BEARING ON CURB AND STRUCTURAL RAFTERS. SEE SPECIFICATION ON SHEET A7.1. 11.CIRCUIT TO EXISTING SOFFIT CAN LIGHT 12.WALL SCONCE 1 2 3 3 4 4 5 6 6 7 7 9 88 10 D 11 # 12 12 1 A B H S S 3 - 1/2 X 3-1 / 2 X 1/4 " HSS 3-1/2X3-1/2X1/4" . 3-2X6 . 3 - 2 X 6 W8X48 5-1/8"X16-1/2" G.L. BM. 3- 1 / 8 " X 6 " G . L . R A F T E R 3- 1 / 8 " X 6 " G . L . R A F T E R 1 1 / 8 " A-5 A5.2 H-6 A5.2 E-10 A5.2 3- 1 / 8 " X 6 " G . L . R A F T E R 3- 1 / 8 " X 6 " G . L . R A F T E R A-10 A5.2 A-1 A5.1 H-6 A5.4 F-3 A5.4 ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 0 7 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A1.3 2020-06-19 PLANS PN: 2020001 1/4" = 1'-0"A1.3 G-11 SUNROOM FOUNDATION 1/4" = 1'-0"A1.3 G-6 SUNROOM PLAN 1/4" = 1'-0"A1.3 G-1 SUNROOM ROOF PLAN 1/4" = 1'-0"A1.3 A-6 SUNROOM REFLECTED CEILING PLAN Door Schedule Door Number Designation Description Manufacturer SERIES Design Pressure Fenestration U-Factor Door Rough Width Rough Height Glass Type Ext Finish Int. Finish Hardware CommentsWidth Height D1 USFD16070 SLIDING FRENCH DOOR MARVIN WINDOWS AND DOORS ULTIMATE +28.2PSF, -33.5 PSF .32 MAX. 15'-11" 7'-2" 16'-0" 7'-2 1/2" 1" - IG LOW E WITH ARGON - SAFETY LIBERTY BRONZE PINE - UNFINISHED CONTEMPORARY - SATIN NICKEL PROVIDE ULTIMATE SCREENS W/ CHARCOAL HI-TRANSPARENCY FIBERGLASS MESH D1 ABFRS ALUMINUM-CLAD WOOD GLIDING FRENCH DOOR ANDERSEN CORPORATION E-SERIES GLIDING +28.2PSF, -33.5 PSF .32 MAX. 15'-10 1/4" 7'-2 1/2" 15'-10 3/4" 7'-3" 1" - IG LOW E WITH ARGON - SAFETY COFFEE BEAN 2605 PINE - UNFINISHED ANVERS - SATIN NICKEL PROVIDE GLIDING INSECT SCREENS Window Schedule MARK DESIGNATION DESCRIPTION MANUFACTURER SERIES DESIGN PRESSURE Fenestration U-Factor Width Height Rough Width Rough Height Glass Type Ext Finish INTERIOR MATERIAL & FINISH Comments W1 VERIFY NARROW FRAME PICTURE MARVIN WINDOWS AND DOORS ULTIMATE +33.5 PSF, -44.8 PSF .32 MAX. 1'-3 1/4" 6'-9 1/2" 1'-3 3/4" 6'-10 1/4" 1" - IG LOW E WITH AIR - SAFETY LIBERTY BRONZE PINE - UNFINISHED W1 CAUX RECTANGLE, DIRECT SET, STANDARD SPECIALLTY FRAME ANDERSEN CORPORATION E-SERIES FIXED +33.5 PSF, -44.8 PSF .32 MAX. 1'-3 1/4" 6'-8 1/2" 1'-3 3/4" 6'-9" 1" - IG LOW E WITH AIR - SAFETY COFFEE BEAN 2605 PINE - UNFINISHED 1/4" = 1'-0"A1.3 A-11 ROOF FRAMING PLAN UPPER FLOOR 0" TRUSS BEARING 8'-0" LOWER FLOOR -9'-3" 5" 1'-0" LIVINGROOM 7' - 4 2 9 / 3 2 " SUNROOM C-7 A2.1 A5.2 A-5 1 7'-1 1/2"3'-0" 7'-6" A5.2 E-10 23 21 9 7 7 26 3 3 19 5 15 14 27 27 W1D1 1 29 1213 25 8 10 18 28 A-7 A5.1 F I E L D V E R I F YSKYLIGHT C U R B O U T /O U T 7 '-7 7 /8 " A5.2 H-6 A5.2 A-10 H-6 A5.4 UPPER FLOOR 0" TRUSS BEARING 8'-0" G-1 A2.1 AB G-5 A2.1 G-11 A2.1 9 9 9 16 16 23 15 6 11 2222 17 17 5 15 6 D1 7 UPPER FLOOR 0" TRUSS BEARING 8'-0" G-1 A2.1 A5.1 A-1 9 9 9 16 16 23 10 10 14 7 7 7 7 19 26 8 8 12 2 9 9 13 A5.1 A-1 UPPER FLOOR 0" TRUSS BEARING 8'-0" 1 C-11 A2.1 W1 23 15 24 22 22 4 3 26 8 10 9 C.J. UPPER FLOOR 0" TRUSS BEARING 8'-0" 1 C-11 A2.1 W1 23 15 24 22 22 4 3 26 8 9 C.J. 7 10 UPPER FLOOR 0" TRUSS BEARING 8'-0" G-1 A2.1 A B G-5 A2.1 G-11 A2.1 A5.1 A-4 13 23 27 9 14 3 26 29 29 44 3 3 18 18 D1W1 W1 24 24 3 A5.1 A-7 FIELD VERIFY SKYLIGHT CURB OUT/OUT 16'-5" A5.4 H-6 ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 0 9 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A2.1 2020-06-19 ELEVATIONS & SECTIONS PN: 2020001 1/4" = 1'-0"A2.1 G-1 SUNROOM - LOOKING EAST 1/4" = 1'-0"A2.1 G-7 SUNROOM NORTH ELEVATION 1/4" = 1'-0"A2.1 C-7 SUNROOM - LOOKING SOUTH 1/4" = 1'-0"A2.1 G-5 PART. EAST ELEVATION 1/4" = 1'-0"A2.1 G-11 PART. WEST ELEVATION 1/4" = 1'-0"A2.1 C-11 SUNROOM - LOOKING NORTH KEY NOTES: 1.BASEBOARD HEATER 2.CEILING FAN 3.COMPACTED FILL 4.CONCRETE CURB PROTECTING PERIMETER INSULATION 5.CONCRETE STEPS 6.EXISTING FASCIA 7.EXISTING DOOR/WINDOW TO REMAIN 8.EXISTING MASONRY FOUNDATION WALL ON CONCRETE STRIP FOOTING ON ROCK 9.EXISTING ROOF SYSTEM 10.EXISTING STUD WALL TO REMAIN 11.FASCIA MATCHING EXISTING. PAINT FINISH TO MATCH EXISTING 12.GLUE LAM. BEAM 13.GLUE LAM. RAFTER 14.MIN. 4" CONCRETE SLAB ON 40 PSI EXTRUDED POLYSTYRENE INSULATION VAPOR RETARDER ON COMPACTED FILL ON EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN 15.NEW EXTRUDED GUTTER SYSTEM. FINISH TO MATCH EXISTING GUTTERS. GUTTER LENGTH APPROX. 60'. FIELD VERIFY. 16.PATCH ASPHALT ROOF SYSTEM FOR WEATHER TIGHT CONDITION. PATCH SHALL MATCH EXISTING ROOF SYSTEM. 17.PATCH WALL TO MATCH EXISTING. 18.PERIMETER INSULATION: 2” EXTRUDED POLYSTYRENE – R-10 MIN. 19.PORTION OF EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN 20.NOT USED 21.REINSTALLED SAVED CAN LIGHTS. 22.ROUGH SAWN CEDAR TRIM. PAINT TO MATCH EXISTING. 23.SKYLIGHT SYSTEM: NON-STRUCTURAL SKYLIGHT SYSTEM BEARING ON CURB AND STRUCTURAL RAFTERS. 24.SOFFIT MATCHING EXISTING PLYWOOD SOFFIT. MATCH EXISTING FINISH. 25.SOFFIT: 1/2" GWB ON 2 X 6 @ 24” O.C. MAX. W/ R-49 FACED BATT INSULATION 26.UNDISTURBED EARTH 27.WOOD TRIM. FINISH? 28.PROVIDE (1) 1" DIA. CONDUIT FOR EXISTING DATA LINE AND (2) 2" DIA. CONDUIT FOR FUTURE USE. TERMINATE CONDUIT IN CRAWL SPACES AT EACH SIDE OF SUNROOM. 29.NEW FOUNDATION UPPER FLOOR 0" TRUSS BEARING 8'-0" B A5.3 G-1 7' - 1 2 1 / 3 2 " 21 / 3 2 " 6' - 9 1 / 2 " 3 1 / 2 " FIXED WINDOW PRESERVATIVE TREATED 2-#5X CONT. #5X @ 24" O.C. 2-#5X CONT. DRILL & EPOXY #3X CONT. @ 12" O.C. (EMBED=4") MIN. 4" THICK CONCRETE SLAB ON GRADE REINFORCED W/ 6X6-W1.4XW1.4 W.W.F. 2 4 2 4 4"10"4" EQ EQ 4" 9" 2' - 6 " M I N . 10 " 40 PSI EXTRUDED POLYSTYRENE INSULATION SHEET VAPOR RETARDER - ASTM E 1745, CLASS A. INSTALL PER MANUF. INSTRUCTIONS. 4 1/2" SEALANT & BACKER SLOPE T.O.CONC. 1/8" / FOOT UNDISTURBED EARTH COMPACTED FILL PERIMETER INSULATION: 2” EXTRUDED POLYSTYRENE – R-10 MIN. EDGE OF S.O.G. #3X CONT. @ NOSING SLIDING DOOR RECESSED SILL BEYOND 1'-6" 3 2 7 / 3 2 " WINDOW TRIM WOOD SIDING 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. EXISTING TRUSS TOP CORD R-20 FACED BATT INSULATION 2X10 HEADER BLOCKING BEYOND IN W8 2X RIPPED TO WIDTH EXISITNG ROOF SHEATHING SOFFIT, MATCH EXISTING 1/2" EXP. BOLT, 3" FROM EA END OF SILL PL., 3" EMBED. TRIM 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. SKYLIGHT SYSTEM (4)-2X4 SKYLIGHT CURB TYVEK TYVEK UPPER FLOOR 0" TRUSS BEARING 8'-0" NEW (3)- 2X6 BUILT-UP COLUMN BELOW 5-1/8"X 16-1/2" G.L. IN CAVITY OF EXISITNG WALL. NEW (2)-1-3/4"X 11-7/8"X0'-6" BLOCKING EXISTING CMU FDN EXISTING FTG MIN. 4" THICK CONCRETE SLAB ON GRADE REINFORCED W/ 6X6-W1.4XW1.4 W.W.F. 40 PSI EXTRUDED POLYSTYRENE INSULATION SHEET VAPOR RETARDER - ASTM E 1745, CLASS A. INSTALL PER MANUF. INSTRUCTIONS. EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN SEALANT & BACKER UNDISTURBED EARTH EXISTING CRAWL SPACE 1/2" RIGID INSULATION CONT. 1/2" APA REATED WALL SHEATHING. WOOD WALL FINISH NEW (3)- 2X6 BUILT-UP COLUMN BELOW 5-1/8"X 16-1/2" G.L. BM. IN CAVITY OF EXISTING WALL. CONT. 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. WOOD WALL FINISH NEW (3)-2X6X1'-0" BLOCKING BOTTOM CORD OF EXISTING TRUSS. SIMPSON MSTA24 STRAP WOOD TRIM TOP CORD OF EXISTING TRUSS. NEW (1)-2X6XCONT. BLOCKING NEW (3)-2X6 BLOCKING BELOW G.L. BM. NEW SOLID BLOCKING ABOVE G.L. BM. 5-1/8" X 16-1/2" G.L. BM. 9" M I N . SIMPSON H6 HURRICANE ANCHOR EXISTNG SHINGLE ROOF SYSTEM PATCHED FOR WEATHER TIGHT CONDITION. SKYLIGHT SYSTEM 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. (4)-2X4 SKYLIGHT CURB EXISTING ROOF SHEATHING WOOD WALL FINISH WOOD TRIM SIMPSON LSTA12 STRAPS AT EACH END OF CURB AND @ CENTER OF CURB. R-20 FACED BATT INSULATION R-19 UNFACED BATT INSULATION UPPER FLOOR 0" B 1' - 5 " SLIDING DOOR RECESSED SILL 2X BLOCKING #5X L @ 24" O.C. 2-#5X CONT. DRILL & EPOXY #3X CONT. @ 12" O.C. (EMBED=4") THICKENED EDGE OF MIN. 4" THICK CONCRETE SLAB ON GRADE REINFORCED W/ 6X6-W1.4XW1.4 W.W.F. SHEET VAPOR RETARDER - ASTM E 1745, CLASS A. INSTALL PER MANUF. INSTRUCTIONS. 4 1/2" SEALANT & BACKER SLOPE T.O.CONC. 1/8" / FOOT COMPACTED FILL PERIMETER INSULATION: 2” EXTRUDED POLYSTYRENE – R-10 MIN. EDGE OF S.O.G. #3X CONT. @ NOSING 4" 1 1 / 2 " 11 1 / 2 " F.F. 1/4" EXP. MAT @ PERIM. OF COLUMN HSS 3-1/2"X3-1/2"X1/4" COLUMN COL. BASE PLATE: 1/2" X 7-1/2" X 0'-7-1/2" ANCHOR BOLTS: (4)-1/2" DIA.X 10"L W/ 3" HOOK. SPACE = 5-1/2" 1" SHIM AND DRYPACK 10" 1" CONT. 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. TYVEK 1/4"X2"X0'-2" PLATE WASHERS, TOP & BOTTOM SIDES OF BASE PLATE. TACK WELD PLATE WASHER ON THE TOP SIDE OF THE BASE PLATE TO THE BASE PLATE. ~ 1 ' - 3 3 / 4 " R . O . 1 B 1 1 / 8 " CL BEAM 1' - 3 3 / 4 " 3 1/4"3 1/4" 1/ 4 " 1' - 3 1 / 4 " 1/ 4 " CL COLUMN SOLID BLOCKING, SECURED TO COLUMN, TYP. 2X JACK STUD TRIM BOARD 1X WD TRIM WD SIDING 1/2" APA RATED WALL SHEATHING WINDOW EXISTING STUDS, FIELD VERIFY NEW 2X6 STUD TO "SANDWICH" 2X10 ABOVE EXISTING WALL EXISTING WALL TRIM BOARD 1X WD TRIM SLIDING DOOR WD STOOL 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. TYVEK LINE OF W8X48 ABOVE 1 B 1 1 / 8 " CL W8 BEAM 2'-0"1'-0"5" SOLID BLOCKING, 4" WIDE, MIN., TYP. ATTACH 2X8 HEADER W (2)-3/8" THRU BOLTS. MIN. EDGE DISTANCE = 2" ATTACH 2X10 HEADER TO STUD W/ SIMPSON H3 HURRICANE ANCHOR LINE OF 2X JACK STUD BELOW EXISTING FASCIA TRIM BOARD NEW FASCIA TRIM BOARD MATCHING AND ALIGNING WITH EXISITNG NEW FASCIA TRIM BOARD PACK OUT WEB OF BEAM. ATTACH W/ 1/2" DIA. THRU-BOLTS @ 24" O.C. BLOCKING AS REQUIRED FOR TRIM 1X WD TRIM WD SIDING 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. PACK VOIDS WITH BATT INSULATION 2X10 HEADER LINE OF WINDOW BELOW EXISTING STUDS, FIELD VERIFY NEW 2X6 STUD TO "SANDWICH"2X8 ATTACH 2X8 HEADER W/ (2)-3/8"X4-1/2"L LAG BOLTS EXISTING WALL R-20 FACED BATT INSULATION EXISTING WALL BUILDING WRAP (TYVEK) SIMPSON L30 ANGLE CONNECTOR 1 B NEW CONCRETE STEP/APRON LINE OF NEW FOOTING BELOW LINE OF EXISITNG FOOTING BELOW 1/2" RIGID INSULATION BETWEEN EXISTING FLOOR STRUCTURE AND NEW CONCRETE. EXISTING FLOOR STRUCTURE EXISTING CRAWL SPACE PERIMETER INSULATION: 2” EXTRUDED POLYSTYRENE – R-10 MIN. NEW CONCRETE FDN. LINE OF COLUMN ABOVE FACE OF EXISTING FDN. BELOW FACE OF EXISTING FDN. BELOW STAINLESS STEEL FLASHING EXISTING SIDING SEALANT 9 3/4" +/-8" 10" ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 1 3 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A5.1 2020-06-19 WALL SECTIONS LOOKING SOUTH & PLAN DETAILS PN: 2020001 1 1/2" = 1'-0"A5.1 A-4 SIDELITE HEAD 1 1/2" = 1'-0"A5.1 A-1 G.L. BEAM SUPPORT/CURB ATTACHMENT - WEST WALL (EAST SIM) 1 1/2" = 1'-0"A5.1 A-7 COLUMN BASE PLATE CONNECTION 1 1/2" = 1'-0"A5.1 D-10 DOOR/SIDELITE PLAN DETAIL 1 1/2" = 1'-0"A5.1 H-10 PLAN DETAIL THRU DOOR/SIDELITE BEAM 1 1/2" = 1'-0"A5.1 A-10 SUNROOM FOUNDATION PLAN DETAIL TRUSS BEARING 8'-0" A5.3 D-7 SKYLIGHT SYSTEM 3/8"DIA. X 12" LAG BOLT @ 18" O.C., COUNTER SINK (4)-2X4 CURB. TOP 2X4 CONT. AND LET INTO TOP EDGE OF SKYLIGHT RAFTERS, TYP. AT SKYLIGHT HEAD CONDITION. 1 3 /4 "OUTSIDE FACE OF RAFTER/CURB SKYLIGHT RAFTER: 3-1/8"X6" G.L. 5-1/8"X16-1/2" G.L. BEAM R-19 FACED INSULATION R-30 UNFACED INSULATION EXISTING ROOF TRUSS SYSTEM EXISTING WALL 5/8" GWB 1X WD TRIM SIMPSON L30 ANGLE CONNECTOR 5" 1'-0" UPPER FLOOR 0" TRUSS BEARING 8'-0" CENTERLINE OF W8X48 1 1 1/8" C-11 A2.1 SLIDING DOOR A5.3 A-1 7' - 3 1 3 / 3 2 " 1 1 / 2 " 1' - 0 1 9 / 3 2 " 7' - 1 2 9 / 3 2 " 1 1 / 2 " MI N . 4" 7' - 2 " 1 1 3 / 3 2 " MA X . 4" 4 1/2"1 1/8" . 2 E Q . R @ 7 - 3 / 4 " E A . M A X . #3X CONT. @ NOSING MIN. 4" THICK CONCRETE SLAB ON GRADE REINFORCED W/ 6X6-W1.4XW1.4 W.W.F. 40 PSI EXTRUDED POLYSTYRENE INSULATION SHEET VAPOR RETARDER - ASTM E 1745, CLASS A. INSTALL PER MANUF. INSTRUCTIONS. EXISTING CONCRETE SLAB ON GRADE PATIO TO REMAIN COMPACTED FILL UNDISTURBED EARTH PERIMETER INSULATION: 2” EXTRUDED POLYSTYRENE – R-10 MIN. SEALANT & BACKER SLIDING DOOR. RECESS SILL INTO S.O.G. CONC. FLOOR 2' - 6 " M I N . TOP OF PAVERS 10 " 4"8"4" EQ EQ 2-#5X CONT. #5X @ 24" O.C. 2-#5X CONT. 4" 9" DRILL & EPOXY #5X CONT. @ 24" O.C. (EMBED=4") SLOPE TREAD 1/8" / FOOT EDGE OF S.O.G. CENTERLINE OF W8X48 CENTERLINE OF COLUMN 1'-4" SKYLIGHT SYSTEM SKYLIGHT RAFTER: 3-1/8"X6" G.L. PACK OUT WEB OF BEAM. ATTACH W/ 1/2" DIA. THRU-BOLTS @ 24" O.C. W8X48 BEAM (4)-2X4 CURB. TOP 2X4 CONT. AND LET INTO TOP EDGE OF SKYLIGHT RAFTERS, TYP. AT SKYLIGHT SILL CONDITION. SIMPSON LSTA12 STRAP @ 18" O.C. ATTACH 2X NAILER W/1/2" DIA. THRU-BOLT @ 24" O.C. (STAGGERED) ATTACH 2X NAILER W/1/2" DIA. THRU-BOLT @ 24" O.C. (STAGGERED) 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. 5/8" APA RATED ROOF SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. A5.2 1-G 3" 4 1/8" 4 1/2" TRUSS BEARING 8'-0" 1 CENTERLINE LAG BOLT3"1 1/8" SLIDING DOOR SKYLIGHT SYSTEM 3/8"DIA. X 9" LAG BOLT, COUNTER SINK SKYLIGHT RAFTER: 3-1/8"X6" G.L. BM. ATTACH 2X NAILER W/1/2" DIA. THRU-BOLT @ 24" O.C. (STAGGERED) PACK OUT WEB OF BEAM. ATTACH W/ 1/2" DIA. THRU-BOLTS @ 24" O.C. W8X48 BEAM 1 3/4" CONT. 2X4 LET INTO TOP EDGE OF SKYLIGHT RAFTERS, TYP. AT SKYLIGHT SILL CONDITION. ATTACH 2X NAILER W/1/2" DIA. THRU-BOLT @ 24" O.C. (STAGGERED) 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. 5/8" APA RATED ROOF SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. 4 1/8" 4 1/2" TRUSS BEARING 8'-0" SKYLIGHT SYSTEM 3/8"DIA. X 12" LAG BOLT @ 18" O.C., COUNTER SINK CONT. 2X4 LET INTO TOP EDGE OF SKYLIGHT RAFTERS, TYP. AT SKYLIGHT HEAD CONDITION. 1 3 /4 " OUTSIDE FACE OF RAFTER/CURB R-19 FACED INSULATION SKYLIGHT RAFTER: 3-1/8"X6" G.L. 5-1/8"X16-1/2" G.L. BEAM A5.2 E-10 EXISTING WALL 5/8" GWB 1X WD TRIM R-30 UNFACED INSULATION EXISTING ROOF TRUSS SYSTEM SIMPSON L30 ANGLE CONNECTOR 5" 1'-0" TRUSS BEARING 8'-0" 1 FIBER GLASS SHINGLE SYSTEM STARTER SHINGLES 5/8" APA RATED ROOF SHEATHING NEW ROOF STRUCTURE. ALUMINUM DRIP EDGE GUTTER MATCHING EXISTING STYLE, TYP. SECURE GUTTERS TO FASCIA WITH STRAPS AT 24" O.C. SECURED TO FASCIA WITH SCREWS. SPIKE AND FERRULE IS NOT ALLOWED. WATERPROOF UNDERLAYMENT AT ALL ROOF EDGES TO A POINT MINIMUM 3' INSIDE THE INSIDE FACE OF THE EXTERIOR WALL AND MINIMUM 18" EACH SIDE OF THE CENTERLINE OF VALLEYS FASCIA MATCHING EXISTING MATERIAL, SIZE AND FINISH. NOTE: NEW RAKE TO MATCH CONFIGURATION OF EXISTING RAKE. ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 1 8 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A5.2 2020-06-19 WALL SECTIONS & DETAILS LOOKING EAST PN: 2020001 1 1/2" = 1'-0"A5.2 E-10 SOFFIT/SKYLIGHT HEAD THRU CURB 1 1/2" = 1'-0"A5.2 A-5 NORTH WALL 1 1/2" = 1'-0"A5.2 H-6 SKYLIGHT RAFTER ATTACHMENT @ SILL 1 1/2" = 1'-0"A5.2 A-10 SKYLIGHT RAFTER ATTACHMENT @ HEAD 6" = 1'-0"A5.2 1-G GUTTER & RAKE CONDITION TYPICAL LOW PROFILE RAFTER #12 x 1 3/4" P.A.S. AT 12" O.C. GLAZING RE: NOTES RETAINER AND SNAP CAPS SEALANT BETWEEN PURLIN AND NOTCHED RAFTER (BY INSTALLER) CL RAFTERS RE: PLAN VIEW CL RAFTERS RE: PLAN VIEW PURLIN RAFTER FASTENS TO STRUCTURAL SUPPORT WITH (2) EACH 1/4" FASTENERS AT 24" O.C. (FASTENERS BY INSTALLER) (NEOPRENE WASHERS PROVIDED BY SKYLIGHT MFG.) RAFTER: 3-1/2"X6" G.L. BM. SHIM AS REQUIRED 1 1 / 4 " 3 1/4" TRUSS BEARING 8'-0" 1 RETAINER AND SNAP CAPS ABOVE RAFTER SEALANT (BY INSTALLER) SEALANT AND 1/4" BACKER ROD (BY INSTALLER) 1/4" SETTING BLOCKS AT OUTER 1/8 POINTS .063" ALUMINUM GLAZING STOP AND CLOSURE. FASTEN TO PURLIN WITH #8 TEK SCREWS AT 12" O.C. MAXIMUM (2)-1/4" DIA. WEEP HOLES PER RAFTER (DRILL IN FIELD - BY INSTALLER) FLASHING OVER CURB (BY OTHERS) INSTALLER TO RIVET .063" CLOSURE TO .040" INTERIOR PAN GLAZING CONTINUOUS SEALANT BED (BY INSTALLER) SKYLIGHT CURB (4) 2X4 WET SEAL LOWEST 6" OF SNAP CAPS TO GLAZING USING SEALANT (BY INSTALLER) SEALANT BETWEEN PURLIN AND RAFTER (BY INSTALLER) 1/4" DIA. H.L.C. FASTENERS (2) PER RAFTER AND (1) PER SHIM AT MID-SPAN (FASTENERS BY INSTALLER) (NEOPRENE WASHERS PROVIDED BY SKYLIGHT MFG.) SLOPING WD CURB OR G.L. RAFTER SKYLIGHT PURLIN FASTENS TO RAFTER WITH (2) #12 X 1/2" P.A.S. WITH NEOPRENE WASHER AT EACH END 2 1/2" x 1/2" ALUMINUM SHIM, 2" LONG, WHERE LAG SCREWS OCCUR AT MID-SPAN. (LAG SCREWS BY INSTALLER) CONTINUOUS SEALANT AND BACKER ROD WITH 1/4" WEEP GAPS AT CORNERS AND AT CENTER OF SKYLIGHT. 12 5 SIMPSON LSTA12 STRAP @ 18" O.C. 5/8" APA RATED ROOF SHEATHING. SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. SELF-ADHERING ICE AND WATER BARRIER CONT. UNDER SKYLIGHT, OVER CURB AND UNDER SHINGLES. 24GA. STAINLESS STEEL FLASHING UP CURB AND UNDER SHINGLES. HEM EDGE UNDER SHINGLES. 24GA. STAINLESS STEEL COUNTER FLASHING WITH HEMMED BOTTOM EDGE. SHINGLES MATCHING EXISTING SOLID 2X BLOCKING SKYLIGHT SYSTEM B CONTINUOUS SEALANT (BY INSTALLER) SEALANT BETWEEN PURLIN AND NOTCHED RAFTER (BY INSTALLER).040" ALUMINUM INTERIOR CLOSURE .040" ALUMINUM GLAZING SPACER INSTALLER TO RIVET .063" CLOSURE TO .040" INTERIOR CLOSURE .063" ALUMINUM CLOSURE RETAINER AND SNAP CAPS #12 x 1 3/4" P.A.S. AT 12" O.C. O.D. CURB RE: SECTION CL RAFTERS RE: PLAN VIEW 2 1/4" CL RAFTER TO O.D. CURB (TYP.) TYPICAL SKYLIGHT SYSTEM LOW PROFILE RAFTER GLAZING RAFTER FASTENS TO STRUCTURAL SUPPORT WITH (2) EACH 1/4" DIA. FASTENERS AT 24" O.C. (FASTENERS BY INSTALLER) (NEOPRENE WASHERS PROVIDED BY SKYLIGHT MFG.) CONTINUOUS SEALANT AND BACKER ROD 2 1/4". 1/2" APA RATED WALL SHEATHING.SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. SIMPSON LSTA12 STRAPS AT EACH END OF CURB AND @ CENTER OF CURB. (4)-2X4 SKYLIGHT CURB SELF-ADHERING ICE AND WATER BARRIER CONT. UNDER SKYLIGHT, OVER CURB AND UNDER SHINGLES. ROOFING FELTS OVER SS FLASHING 24GA. STAINLESS STEEL COUNTER FLASHING WITH HEMMED BOTTOM EDGE. SHINGLES MATCHING EXISTING EXISTING ROOF SHEATHING AND TRUSSES SKYLIGHT CURB, (4) 2X4 STAINLESS STEEL STEP-FLASHING FILL VOID W/ BATT INSULATION, TYP. 12 5 (4)-2X4 SKYLIGHT CURB .063" HEAD CLOSURE .040" GLASS SPACER #12 X 1 3/4" P.A.S. AT 12" O.C. RETAINING AND SNAP CAPS AT HEAD SEALANT WHERE CAPS JOIN (BY INSTALLER) GLAZING SEALANT BETWEEN PURLIN AND RAFTER (BY INSTALLER) 1/4" DIA. H.L.C. FASTENERS (2) PER RAFTER AND (1) PER SHIM AT MID-SPAN (FASTENERS BY INSTALLER) (NEOPRENE WASHERS PROVIDED BY SKYLIGHT MFG.) INSTALLER TO RIVET HEAD CLOSURE TO GLAZING RETAINER AS SHOWN AT 16" O.C. AND SEAL HEADS. SLOPING WD CURB OR G.L. RAFTER PURLIN FASTENS TO RAFTER WITH (2) #12 X 1/2" P.A.S. WITH NEOPRENE WASHER AT EACH END 2 1/2" x 1/2" ALUMINUM SHIM, 2" LONG, WHERE LAG SCREWS OCCUR AT MID-SPAN. (LAG SCREWS BY INSTALLER) SADDLE: VARIES IN HEIGHT FROM 4-1/2" AT CENTER OF SKYLIGHT TO 0" AT EACH SIDE OF SKYLIGHT. 5/8" APA RATED ROOF SHEATHING. SECURE SHEATHING W/ 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD, TYP. 2X SOLID BLOCKING @ 24" O.C. MAX. 2X10 LSL FULL LENGTH OF SKYLIGHT CURB SELF-ADHERING ICE AND WATER BARRIER CONT. UNDER SKYLIGHT, OVER CURB AND UNDER SHINGLES. 24GA. STAINLESS STEEL FLASHING UP CURB AND UNDER SHINGLES. HEM EDGE UNDER SHINGLES. ROOFING FELTS OVER SS FLASHING 24GA. STAINLESS STEEL COUNTER FLASHING WITH HEMMED BOTTOM EDGE. SEALANT & BACKER SHINGLES MATCHING EXISTING 12 5 EX T E N D S E L F - A D H E R I N G I C E A N D W A T E R B A R R I E R 1 ' - 6 " M I N I M U M U P R O O F ROOFING FELTS UNDER EXISTING ROOFING FELTS EXISTING ROOFING FELTS OVER NEW ROOFING FELTS SHINGLES MATCHING EXISTING EXISTING ROOF SHEATHING AND TRUSSES SKYLIGHT CURB, (4) 2X4 5-1/8"X16-1/2" G.L. BEAM SOLID 2X BLOCKING FILL VOID W/ BATT INSULATION, TYP. 12 5 (4)-2X4 SKYLIGHT CURB .063" HEAD CLOSURE .040" GLASS SPACER #12 X 1 3/4" P.A.S. AT 12" O.C. RETAINING AND SNAP CAPS AT HEAD SEALANT WHERE CAPS JOIN (BY INSTALLER) GLAZING SEALANT BETWEEN PURLIN AND RAFTER (BY INSTALLER) 1/4" DIA. H.L.C. FASTENERS (2) PER RAFTER AND (1) PER SHIM AT MID-SPAN (FASTENERS BY INSTALLER) (NEOPRENE WASHERS PROVIDED BY SKYLIGHT MFG.) INSTALLER TO RIVET HEAD CLOSURE TO GLAZING RETAINER AS SHOWN AT 16" O.C. AND SEAL HEADS. SLOPING WD CURB OR G.L. RAFTER PURLIN FASTENS TO RAFTER WITH (2) #12 X 1/2" P.A.S. WITH NEOPRENE WASHER AT EACH END 2 1/2" x 1/2" ALUMINUM SHIM, 2" LONG, WHERE LAG SCREWS OCCUR AT MID-SPAN. (LAG SCREWS BY INSTALLER) SADDLE: VARIES IN HEIGHT FROM 6" AT CENTER OF SKYLIGHT TO 0" AT EACH SIDE OF SKYLIGHT. CONDITION AT SIDE SHOWN. 2X10 LSL FULL LENGTH OF SKYLIGHT CURB SELF-ADHERING ICE AND WATER BARRIER CONT. UNDER SKYLIGHT, OVER CURB AND UNDER SHINGLES. 24GA. STAINLESS STEEL FLASHING UP CURB AND UNDER SHINGLES. HEM EDGE UNDER SHINGLES. 24GA. STAINLESS STEEL COUNTER FLASHING WITH HEMMED BOTTOM EDGE. SEALANT & BACKER SHINGLES MATCHING EXISTING 12 5 ROOFING FELTS OVER SS FLASHING EXISTING ROOF SHEATHING AND TRUSSES SKYLIGHT CURB, (4) 2X4 5-1/8"X16-1/2" G.L. BEAM SOLID 2X BLOCKING FILL VOID W/ BATT INSULATION, TYP. ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 2 4 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A5.3 2020-06-19 SKYLIGHT CURB & RAFTER DETAILS PN: 2020001 6" = 1'-0"A5.3 H-7 SKYLIGHT RAFTER 6" = 1'-0"A5.3 A-1 SKYLIGHT SILL 6" = 1'-0"A5.3 G-1 SKYLIGHT END RAFTER 6" = 1'-0"A5.3 D-7 SKYLIGHT HEAD HIGH CURB @ CENTER 6" = 1'-0"A5.3 A-7 SKYLIGHT HEAD HIGH CURB @ SIDE UPPER FLOOR 0" TRUSS BEARING 8'-0" 1 A-7 A5.1 F.F. HSS 3-1/2"X3-1/2"X1/4" COLUMN COL. BASE PLATE: 1/2" X 7-1/2" X 0'-7-1/2" ANCHOR BOLTS: (4)-1/2" DIA.X 10"L W/ 3" HOOK. SPACE = 5-1/2" 1" SHIM AND DRYPACK 1 1/8" EQ EQ W8X48 1/4" WEB STIFFENER PLATES @ CENTERLINE OF COLUMNS PLATE 1/4"X3-1/2"X0'-3-1/2" HSS 3-1/2"X3-1/2"X1/4" COLUMN 3/16 3/ 4 " 9' - 0 2 9 / 3 2 " 1" 1/ 2 " 8' - 2 2 1 / 3 2 " 1/ 4 " 8 1 / 2 " HOLES FOR 1/2" THRU-BOLTS, TYPICAL 1 1/2"1 1/2" HOLES FOR 3/8" THRU-BOLTS 1/4"X2"X0'-2" PLATE WASHERS, TOP & BOTTOM SIDES OF BASE PLATE. TACK WELD PLATE WASHER ON THE TOP SIDE OF THE BASE PLATE TO THE BASE PLATE. TRUSS BEARING 8'-0" A B 1/4" WEB STIFFENER PLATES @ CENTERLINE OF COLUMNS HOLES FOR 1/2" THRU-BOLTS @ 24" O.C., STAGGERED. TOP & BOTTOM FLANGE HSS 3-1/2"X3-1/2"X1/4" COLUMN HOLES THRU WEB FOR 1/2" THRU-BOLTS 16'-10" 1 3/4"16'-6 1/2"1 3/4" 5"2'-0"2'-0"4 SP. @ 24" EA. = 8'-0"2'-0"2'-0"5" EQ EQ HOLES FOR 1/2" THRU-BOLTS @ 24" O.C., STAGGERED. TOP & BOTTOM FLANGE 1/4" WEB STIFFENER PLATES @ CENTERLINE OF COLUMNS HOLES FOR 1/2" THRU-BOLTS @ 24" O.C., STAGGERED. TOP & BOTTOM FLANGE HSS 3-1/2"X3-1/2"X1/4" COLUMN HOLES THRU WEB FOR 1/2" THRU-BOLTS HOLES FOR 1/2" THRU-BOLTS @ 24" O.C., STAGGERED. TOP & BOTTOM FLANGE PLATE 1/4"X3-1/2"X0'-3-1/2"PLATE 1/4"X3-1/2"X0'-3-1/2" 1'-0"2'-0"5 SP. @ 24" EA. = 10'-0"2'-0"1'-0" BEAM: W8X48BEAM: W8X48 11 A B CL W8X58 BEAM 16'-10" 1 3/4"16'-6 1/2"1 3/4" 5"2'-0"2'-0"4 SP. @ 24" EA. = 8'-0"2'-0"2'-0"5" 1 1 / 8 " 1/4" WEB STIFFENER PLATES @ CENTERLINE OF COLUMNS HOLES FOR 1/2" THRU-BOLTS @ 24" O.C., STAGGERED. TOP & BOTTOM FLANGE HSS 3-1/2"X3-1/2"X1/4" COLUMN HOLES FOR 1/2" THRU-BOLTS . TOP & BOTTOM FLANGE HSS 3-1/2"X3-1/2"X1/4" COLUMN HOLES FOR 1/2" THRU-BOLTS TOP & BOTTOM FLANGE 1 1 / 2 " 1 1 / 2 " 1 B A-7 A5.1 4 1/2" 4 1 / 2 " FACE OF FDN. BELOW / EDGE OF S.O.G. ABOVE HSS 3-1/2"X3-1/2"X1/4" COLUMN COL. BASE PLATE SEE C-9/A5.4 ANCHOR BOLTS: (4)-1/2" DIA.X 10"L W/ 3" HOOK. SPACE = 5-1/2" 3/ 4 " 1" 5 1 / 2 " 1" 1"5 1/2"1"3/4" F-3 A5.4 1/4"X2"X0'-2" PLATE WASHERS, TOP & BOTTOM SIDES OF BASE PLATE. TACK WELD PLATE WASHER ON THE TOP SIDE OF THE BASE PLATE TO THE BASE PLATE. 1 B LINE OF HSS 3-1/2"X3-1/2"X1/4" COLUMN COL. BASE PLATE: 1/2" X 7-1/2" X 0'-7-1/2" ANCHOR BOLTS HOLES: (4)-1" DIA. 7 1/2" 1"5 1/2"1" 7 1 / 2 " 1" 5 1 / 2 " 1" ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 2 5 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A5.4 2020-06-19 COLUMN & BEAM DETAILS PN: 2020001 1 1/2" = 1'-0"A5.4 F-3 DOOR BEAM SECTION 1 1/2" = 1'-0"A5.4 H-6 DOOR BEAM ELEVATION 1 1/2" = 1'-0"A5.4 F-6 DOOR BEAM PLAN 1 1/2" = 1'-0"A5.4 C-12 COLUMN - PLAN 1 1/2" = 1'-0"A5.4 C-9 COLUMN BASE PLATE - PLAN ISSUE DATE: TH E PU R P O S E O F T H I S D R A W I N G I S O N L Y T O D E P I CT G R A P HI C A L L Y T HE G E N E RA L N A T UR E O F T HE W O R K . © N O T P U B L I S HE D A L L R I G H T S R ES E R V E D C: \ U s e r s \ J a m e s A u b u c h o n \ D o c u m e n t s \ # 3 H o m e D o c u m en t s \ 2 2 4 1 A r a p a h o R d \ S u n r o o m \ 2 2 4 1 A r a p a h o R d S u n r o o m . r v t 6/ 1 9 / 2 0 2 0 3 : 4 0 : 3 1 P M AUBUCHON RESIDENCE - SUNROOM ADDITION 2241 ARAPAHO ROAD, ESTES PARK, CO. 80517 A7.1 2020-06-19 SPECIFICATIONS PN: 2020001 SECTION 086300 - METAL-FRAMED SKYLIGHTS PART 1 - GENERAL 1.1 SUMMARY A.SECTION INCLUDES SKYLIGHTS WITH METAL FRAMING. 1.2 ACTION SUBMITTALS A.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B.SHOP DRAWINGS: FOR METAL-FRAMED SKYLIGHTS. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK. C.SAMPLES: FOR EACH TYPE OF EXPOSED FINISH. 1.3 INFORMATIONAL SUBMITTALS A.WARRANTIES: SAMPLE OF SPECIAL WARRANTIES. 1.4 WARRANTY A.SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF METAL-FRAMED SKYLIGHTS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1.WARRANTY PERIOD: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B.SPECIAL FINISH WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS ON WHICH FINISHES FAIL WITHIN SPECIFIED WARRANTY PERIOD. WARRANTY DOES NOT INCLUDE NORMAL WEATHERING. 1.WARRANTY PERIOD: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. PART 2 - PRODUCTS 2.1 MANUFACTURERS A.BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE SKYLINE SKY-LITES, LLC; NON-STRUCTURAL RAFTER SYSTEM OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: 1.DALYTE, AN AIA INDUSTRIES COMPANY. 2.SUPER SKY PRODUCTS, INC. 3.WASCO PRODUCTS, INC. 2.2 PERFORMANCE REQUIREMENTS A.GENERAL: METAL-FRAMED SKYLIGHTS SHALL WITHSTAND THE EFFECTS OF THE FOLLOWING WITHOUT FAILURE DUE TO DEFECTIVE MANUFACTURE, FABRICATION, INSTALLATION, OR OTHER DEFECTS IN CONSTRUCTION: 1.STRUCTURAL LOADS. 2.THERMAL MOVEMENTS. 3.FAILURE INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: a.FRAMING MEMBERS TRANSFERRING STRESSES, INCLUDING THOSE CAUSED BY THERMAL MOVEMENTS TO GLAZING. B.STRUCTURAL LOADS: 1.WIND LOADS: AS INDICATED ON DRAWINGS. 2.WIND SPEED: AS INDICATED ON DRAWINGS. 3.SNOW LOAD: AS INDICATED ON DRAWINGS 4.IMPORTANCE FACTOR: AS INDICATED ON DRAWINGS. 5.EXPOSURE CATEGORY: AS INDICATED ON DRAWINGS. 6.SEISMIC LOADS: AS INDICATED ON DRAWINGS. C.AIR INFILTRATION: PROVIDE METAL-FRAMED SKYLIGHTS WITH MAXIMUM AIR LEAKAGE THROUGH FIXED GLAZING AND FRAMING AREAS OF 0.06 CFM/SQ. FT. OF FIXED WALL AREA WHEN TESTED ACCORDING TO ASTM E 283 AT A MINIMUM STATIC-AIR-PRESSURE DIFFERENCE OF 6.24 LBF/SQ. FT.. D.WATER PENETRATION UNDER STATIC PRESSURE: PROVIDE METAL-FRAMED SKYLIGHTS THAT DO NOT EVIDENCE WATER PENETRATION THROUGH FIXED GLAZING AND FRAMING AREAS WHEN TESTED ACCORDING TO ASTM E 331 AT A MINIMUM STATIC-AIR-PRESSURE DIFFERENCE OF 20 PERCENT OF POSITIVE WIND-LOAD DESIGN PRESSURE, BUT NOT LESS THAN 15 LBF/SQ. FT.. E.THERMAL MOVEMENTS: PROVIDE METAL-FRAMED SKYLIGHTS THAT ALLOW FOR THERMAL MOVEMENTS RESULTING FROM THE FOLLOWING MAXIMUM CHANGE (RANGE) IN AMBIENT AND SURFACE TEMPERATURES. BASE ENGINEERING CALCULATIONS ON SURFACE TEMPERATURES OF MATERIALS DUE TO BOTH SOLAR HEAT GAIN AND NIGHTTIME-SKY HEAT LOSS. 1.TEMPERATURE CHANGE (RANGE): 120 DEG F, AMBIENT; 180 DEG F, MATERIAL SURFACES. F.ENERGY PERFORMANCE: PROVIDE METAL-FRAMED SKYLIGHTS WITH PERFORMANCE PROPERTIES SPECIFIED, AS INDICATED IN MANUFACTURER'S PUBLISHED TEST DATA, BASED ON PROCEDURES INDICATED BELOW AND CERTIFIED AND LABELED ACCORDING TO NFRC: 1.THERMAL TRANSMITTANCE (U-FACTOR): FIXED GLAZING AND FRAMING AREAS SHALL HAVE U-FACTOR OF NOT MORE THAN 0.70 BTU/SQ. FT. X H X DEG F AS DETERMINED ACCORDING TO NFRC 100. 2.3 FRAMING SYSTEMS A.ALUMINUM: ALLOY AND TEMPER RECOMMENDED IN WRITING BY MANUFACTURER FOR TYPE OF USE AND FINISH INDICATED. 1.SHEET AND PLATE: ASTM B 209. 2.EXTRUDED BARS, RODS, PROFILES, AND TUBES: ASTM B 221. 3.EXTRUDED STRUCTURAL PIPE AND TUBES: ASTM B 429/B 429M. 4.STRUCTURAL PROFILES: ASTM B 308/B 308M. B.PRESSURE CAPS: MANUFACTURER'S STANDARD ALUMINUM COMPONENTS THAT MECHANICALLY RETAIN GLAZING. 1.INCLUDE SNAP-ON ALUMINUM TRIM THAT CONCEALS FASTENERS. C.BRACKETS AND REINFORCEMENTS: MANUFACTURER'S STANDARD HIGH-STRENGTH ALUMINUM WITH NONSTAINING, NONFERROUS SHIMS FOR ALIGNING SKYLIGHT COMPONENTS. D.FASTENERS AND ACCESSORIES: MANUFACTURER'S STANDARD, CORROSION-RESISTANT, NONSTAINING, NONBLEEDING FASTENERS AND ACCESSORIES COMPATIBLE WITH ADJACENT MATERIALS. 1.AT PRESSURE CAPS, USE ASTM A 193/A 193M STAINLESS-STEEL SCREWS. 2.USE SELF-LOCKING DEVICES WHERE FASTENERS ARE SUBJECT TO LOOSENING OR TURNING OUT FROM THERMAL AND STRUCTURAL MOVEMENTS, WIND LOADS, OR VIBRATION. 3.REINFORCE MEMBERS AS REQUIRED TO RECEIVE FASTENER THREADS. E.ANCHOR BOLTS: ASTM A 307, GRADE A, GALVANIZED STEEL. F.CONCEALED FLASHING: MANUFACTURER'S STANDARD, CORROSION-RESISTANT, NONSTAINING, NONBLEEDING FLASHING COMPATIBLE WITH ADJACENT MATERIALS. G.EXPOSED FLASHING AND CLOSURES: MANUFACTURER'S STANDARD ALUMINUM COMPONENTS NOT LESS THAN 0.040 INCH THICK. H.FRAMING GASKETS: MANUFACTURER'S STANDARD. I.FRAMING SEALANTS: AS RECOMMENDED IN WRITING BY MANUFACTURER. J.CORROSION-RESISTANT COATING: COLD-APPLIED ASPHALT MASTIC. 2.4 GLAZING A.GLAZING: AS SPECIFIED IN SECTION 088000 "GLAZING." B.SPACERS, SETTING BLOCKS, AND GASKETS: MANUFACTURER'S STANDARD ELASTOMERIC TYPES. C.BOND-BREAKER TAPE: MANUFACTURER'S STANDARD. D.GLAZING SEALANTS: AS RECOMMENDED IN WRITING BY MANUFACTURER. 1.STRUCTURAL SEALANT: ASTM C 1184, NEUTRAL-CURING SILICONE FORMULATION COMPATIBLE WITH SYSTEM COMPONENTS WITH WHICH IT COMES IN CONTACT, SPECIFICALLY FORMULATED AND TESTED FOR USE AS STRUCTURAL SEALANT, AND APPROVED BY STRUCTURAL-SEALANT MANUFACTURER FOR USE IN METAL-FRAMED SKYLIGHTS INDICATED. a.COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 2.WEATHERSEAL SEALANT: ASTM C 920 FOR TYPE S, GRADE NS, CLASS 25, USES NT, G, A, AND O; NEUTRAL- CURING SILICONE FORMULATION COMPATIBLE WITH STRUCTURAL SEALANT AND OTHER COMPONENTS WITH WHICH IT COMES IN CONTACT; AND RECOMMENDED IN WRITING BY STRUCTURAL- AND WEATHERSEAL-SEALANT AND METAL-FRAMED SKYLIGHT MANUFACTURERS FOR THIS USE. 2.5 FABRICATION A.FABRICATE ALUMINUM COMPONENTS BEFORE FINISHING. B.FABRICATE ALUMINUM COMPONENTS THAT, WHEN ASSEMBLED, HAVE THE FOLLOWING CHARACTERISTICS: 1.PROFILES THAT ARE SHARP, STRAIGHT, AND FREE OF DEFECTS OR DEFORMATIONS. 2.ACCURATELY FITTED JOINTS WITH ENDS COPED OR MITERED. 3.INTERNAL GUTTERING SYSTEMS OR OTHER MEANS TO DRAIN WATER PASSING JOINTS, CONDENSATION OCCURRING WITHIN FRAMING MEMBERS, AND MOISTURE MIGRATING WITHIN SKYLIGHT TO EXTERIOR. 4.PHYSICAL AND THERMAL ISOLATION OF GLAZING FROM FRAMING MEMBERS. 5.ACCOMMODATIONS FOR THERMAL AND MECHANICAL MOVEMENTS OF GLAZING AND FRAMING TO MAINTAIN REQUIRED GLAZING EDGE CLEARANCES. C.FABRICATE ALUMINUM SILL CLOSURES WITH WEEP HOLES AND FOR INSTALLATION AS CONTINUOUS COMPONENT. D.REINFORCE ALUMINUM COMPONENTS AS REQUIRED TO RECEIVE FASTENER THREADS. E.FACTORY INSTALL GLAZING TO COMPLY WITH REQUIREMENTS IN SECTION 088000 "GLAZING." F.AFTER FABRICATION, CLEARLY MARK COMPONENTS TO IDENTIFY THEIR LOCATIONS IN PROJECT ACCORDING TO SHOP DRAWINGS. 2.6 ALUMINUM FINISHES A.COLOR ANODIC FINISH: AAMA 611, AA-M12C22A42/A44, CLASS I, 0.018 MM OR THICKER. 1.COLOR: DARK BRONZE. PART 3 - EXECUTION 3.1 INSTALLATION A.GENERAL: 1.COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2.DO NOT INSTALL DAMAGED COMPONENTS. 3.FIT JOINTS BETWEEN ALUMINUM COMPONENTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND DISTORTION. 4.RIGIDLY SECURE NONMOVEMENT JOINTS. 5.INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT METAL CORROSION AND ELECTROLYTIC DETERIORATION AND TO PREVENT IMPEDING MOVEMENT OF MOVING JOINTS. 6.SEAL JOINTS WATERTIGHT UNLESS OTHERWISE INDICATED. B.METAL PROTECTION: WHERE ALUMINUM WILL CONTACT DISSIMILAR MATERIALS, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH PROTECTIVE COATING OR BY INSTALLING NONCONDUCTIVE SPACERS AS RECOMMENDED IN WRITING BY MANUFACTURER FOR THIS PURPOSE. C.INSTALL CONTINUOUS ALUMINUM SILL CLOSURE WITH WEATHERPROOF EXPANSION JOINTS AND LOCKED AND SEALED CORNERS. LOCATE WEEP HOLES AT RAFTERS. D.INSTALL COMPONENTS TO DRAIN WATER PASSING JOINTS, CONDENSATION OCCURRING WITHIN FRAMING MEMBERS, AND MOISTURE MIGRATING WITHIN SKYLIGHT TO EXTERIOR. E.INSTALL COMPONENTS PLUMB AND TRUE IN ALIGNMENT WITH ESTABLISHED LINES AND ELEVATIONS. F.INSTALL GLAZING AS SPECIFIED IN SECTION 088000 "GLAZING." G.ERECTION TOLERANCES: INSTALL METAL-FRAMED SKYLIGHTS TO COMPLY WITH THE FOLLOWING MAXIMUM TOLERANCES: 1.ALIGNMENT: LIMIT OFFSET FROM TRUE ALIGNMENT TO 1/32 INCH WHERE SURFACES ABUT IN LINE, EDGE TO EDGE, AT CORNERS, OR WHERE A REVEAL OR PROTRUDING ELEMENT SEPARATES ALIGNED SURFACES BY LESS THAN 3 INCHES; OTHERWISE, LIMIT OFFSET TO 1/8 INCH. 2.LOCATION AND PLANE: LIMIT VARIATION FROM TRUE LOCATION AND PLANE TO 1/8 INCH IN 12 FEET BUT NO GREATER THAN 1/2 INCH OVER TOTAL LENGTH. END OF SECTION 086300 SECTION 088000 - GLAZING PART 1 - GENERAL 1.1 SUMMARY A.SECTION INCLUDES: 1.INSULATING GLASS UNITS WITH LAMINATED GLASS INBOARD LITE FOR USE IN SLOPED OVERHEAD GLAZING. 2.GLAZING SEALANTS AND ACCESSORIES. 1.2 COORDINATION A.COORDINATE GLAZING CHANNEL DIMENSIONS TO PROVIDE NECESSARY BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITH REASONABLE TOLERANCES. 1.3 REFERENCES A.ANSI Z97.1 - AMERICAN NATIONAL STANDARD FOR GLAZING MATERIALS USED IN BUILDINGS - SAFETY PERFORMANCE SPECIFICATIONS AND METHODS OF TEST. B.ASTM C162 - STANDARD TERMINOLOGY OF GLASS AND GLASS PRODUCTS. C.ASTM C1376 - STANDARD SPECIFICATION FOR PYROLYTIC AND VACUUM DEPOSITION COATINGS ON GLASS. D.ASTM E2188 - STANDARD TEST METHOD FOR INSULATING GLASS UNIT PERFORMANCE. E.ASTM E2189 - STANDARD TEST METHOD FOR TESTING RESISTANCE TO FOGGING IN INSULATING GLASS UNITS. F.CPSC 16 CFR 1201 - SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. G.INSULATING GLASS MANUFACTURERS ALLIANCE (IGMA)- GLAZING GUIDELINES. H.GANA SEALANT MANUAL; GLASS ASSOCIATION OF NORTH AMERICA. I.OLDCASTLE BUILDINGENVELOPE® - GLAZING INSTRUCTIONS. 1.4 DEFINITIONS A.TWO-PLY LAMINATED GLASS: TWO SHEETS OF MONOLITHIC GLASS BONDED TOGETHER WITH A PLASTIC INTERLAYER BY HEAT AND PRESSURE. B.SLOPED OVERHEAD GLAZING: GLASS THAT SLOPES FROM THE VERTICAL BY 15 DEGREES OR MORE. C.SEALED INSULATING GLASS UNIT SURFACES & COATING ORIENTATION: 1.SURFACE 1 - EXTERIOR SURFACE OF OUTER PANE (SURFACE FACING OUTDOORS OF OUTBOARD LITE). 2.SURFACE 2 - INTERIOR SURFACE OF OUTER PANE (SURFACE FACING INDOORS OF OUTBOARD LITE). 3.SURFACE 3 - EXTERIOR SURFACE OF INNER PANE (SURFACE FACING OUTDOORS OF INBOARD LITE). 4.SURFACE 4 - ROOM SIDE SURFACE OF INNER PANE (SURFACING FACING INDOORS OF INBOARD LITE). D.PERFORMANCE CHARACTERISTICS 1.CENTER-OF-GLASS - PERFORMANCE VALUES THAT TAKE ONLY THE CENTER PORTION OF A GLASS MAKEUP INTO ACCOUNT AND NOT THE FRAMING MEMBERS. 2.GLASS THERMAL AND OPTICAL PERFORMANCE PROPERTIES SHALL BE BASED ON DATA AND CALCULATIONS FROM THE CURRENT LBNL WINDOW 7.4 COMPUTER PROGRAM. 3.FENESTRATION PERFORMANCE - PERFORMANCE VALUES THAT TAKE INTO ACCOUNT THE TOTAL FENESTRATION (CENTER-OF-GLASS AND FRAMING MEMBERS). NORMALLY IDENTIFIED WITH BUILDING ENERGY CODES SUCH AS ASHRAE-IESNA 90.1 AND THE IECC. THESE VALUES CAN ALSO BE TESTED AND CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC). 1.5 SYSTEM DESCRIPTION A.DESIGN REQUIREMENTS 1.PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENTS, WINDLOADS, IMPACT LOADS AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE WITHOUT FAILURE, INCLUDING LOSS DUE TO DEFECTIVE MANUFACTURE, FABRICATION AND INSTALLATION; DETERIORATION OF GLAZING MATERIALS; AND OTHER DEFECTS IN CONSTRUCTION. 2.PROVIDE GLASS PRODUCTS IN THE THICKNESSES AND STRENGTHS (ANNEALED OR HEAT-TREATED) REQUIRED TO MEET OR EXCEED THE FOLLOWING CRITERIA BASED ON “2.2 PERFORMANCE REQUIREMENTS” ARTICLE, PROJECT LOADS AND IN-SERVICE CONDITIONS PER ASTM E1300. a.MINIMUM THICKNESS OF ANNEALED OR HEAT-TREATED GLASS PRODUCTS IS SELECTED, SO THE WORST-CASE PROBABILITY OF FAILURE DOES NOT EXCEED THE FOLLOWING: 1)8 BREAKS PER 1000 FOR GLASS INSTALLED VERTICALLY OR NOT OVER 15 DEGREES FROM THE VERTICAL PLANE AND UNDER WIND ACTION. 2)1 BREAK PER 1000 FOR GLASS INSTALLED 15 DEGREES OR MORE FROM THE VERTICAL PLANE AND UNDER ACTION OF WIND AND/OR SNOW. 1.6 ACTION SUBMITTALS A.PRODUCT DATA: FOR EACH TYPE OF PRODUCT. B.GLASS SAMPLES: FOR EACH TYPE OF GLASS PRODUCT OTHER THAN CLEAR MONOLITHIC VISION GLASS; 12 INCHES SQUARE. 1.7 QUALITY ASSURANCE A.COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND ORGANIZATIONS BELOW, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. REFER TO THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS SECTION OR REFERENCED STANDARDS. 1.GANA PUBLICATIONS 2.AAMA PUBLICATIONS 3.IGMA/IGMAC PUBLICATIONS B.SAFETY GLASS PRODUCTS IN THE US ARE TO COMPLY WITH CPSC 16 CFR PART 1201 FOR CATEGORY II MATERIALS. C.INSULATING GLASS PRODUCTS ARE TO BE PERMANENTLY MARKED EITHER ON SPACERS OR AT LEAST ONE INSULATING UNIT COMPONENT WITH APPROPRIATE CERTIFICATION LABEL OF INSPECTING AND TESTING AGENCY INDICATED BELOW: 1.US - INSULATING GLASS CERTIFICATION COUNCIL (IGCC) D.SINGLE-SOURCE FABRICATION RESPONSIBILITY: ALL GLASS FABRICATED FOR EACH TYPE SHALL BE PROCESSED AND SUPPLIED BY A SINGLE FABRICATOR. 1.8 DELIVERY, STORAGE AND HANDLING A.COMPLY WITH MANUFACTURER’S INSTRUCTION FOR RECEIVING, HANDLING, STORING AND PROTECTING GLASS & GLAZING MATERIALS. B.DELIVERY: DELIVER MATERIALS IN MANUFACTURER’S ORIGINAL, UNOPENED, UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. C.STORAGE AND PROTECTION: STORE MATERIALS PROTECTED FROM EXPOSURE TO HARMFUL ENVIRONMENTAL CONDITIONS AND AT TEMPERATURE AND HUMIDITY CONDITIONS RECOMMENDED BY THE MANUFACTURER. D.EXERCISE EXCEPTIONAL CARE TO PREVENT EDGE DAMAGE TO GLASS, AND DAMAGE/DETERIORATION TO COATING ON GLASS. E.WHERE INSULATING GLASS UNITS WILL BE EXPOSED TO SUBSTANTIAL ALTITUDE CHANGES, COMPLY WITH INSULATING GLASS FABRICATOR’S RECOMMENDATIONS OF VENTING AND SEALING. 1.9 PROJECT / SITE CONDITIONS A.ENVIRONMENTAL REQUIREMENTS: INSTALLATION OF GLASS PRODUCTS AT AMBIENT AIR TEMPERATURE BELOW 40 DEGREES F (4.4 DEGREES C) IS PROHIBITED. B.FIELD MEASUREMENTS: WHEN CONSTRUCTION SCHEDULE PERMITS, VERIFY FIELD MEASUREMENTS WITH DRAWING DIMENSIONS PRIOR TO FABRICATION OF GLASS PRODUCTS. 1.10 WARRANTY A.MANUFACTURER'S SPECIAL WARRANTY FOR COATED-GLASS PRODUCTS: MANUFACTURER AGREES TO REPLACE COATED-GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED WARRANTY PERIOD. DETERIORATION OF COATED GLASS IS DEFINED AS DEFECTS DEVELOPED FROM NORMAL USE THAT ARE NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING COATED GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. DEFECTS INCLUDE PEELING, CRACKING, AND OTHER INDICATIONS OF DETERIORATION IN COATING. 1.WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B.MANUFACTURER'S SPECIAL WARRANTY FOR LAMINATED GLASS: MANUFACTURER AGREES TO REPLACE LAMINATED-GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED WARRANTY PERIOD. DETERIORATION OF LAMINATED GLASS IS DEFINED AS DEFECTS DEVELOPED FROM NORMAL USE THAT ARE NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING LAMINATED GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. DEFECTS INCLUDE EDGE SEPARATION, DELAMINATION MATERIALLY OBSTRUCTING VISION THROUGH GLASS, AND BLEMISHES EXCEEDING THOSE ALLOWED BY REFERENCED LAMINATED-GLASS STANDARD. 1.WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. C.MANUFACTURER'S SPECIAL WARRANTY FOR INSULATING GLASS: MANUFACTURER AGREES TO REPLACE INSULATING-GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED WARRANTY PERIOD. DETERIORATION OF INSULATING GLASS IS DEFINED AS FAILURE OF HERMETIC SEAL UNDER NORMAL USE THAT IS NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING INSULATING GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. EVIDENCE OF FAILURE IS THE OBSTRUCTION OF VISION BY DUST, MOISTURE, OR FILM ON INTERIOR SURFACES OF GLASS. 1.WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. D.PROVIDE A WRITTEN WARRANTY FROM DATE OF MANUFACTURE FOR TEMPERED GLASS. SECTION 088000 - GLAZING (CONT.) PART 2 - PRODUCTS 2.1 MANUFACTURERS A.BASIS-OF-DESIGN GLASS PRODUCTBASIS-OF-DESIGN GLASS PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT INDICATED IN GLASS SCHEDULES OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: 1.CARDINAL GLASS INDUSTRIESCARDINAL GLASS INDUSTRIESCARDINAL GLASS INDUSTRIES. 2.GUARDIAN INDUSTRIES CORPGUARDIAN INDUSTRIES CORPGUARDIAN INDUSTRIES CORP. 3.OLDCASTLE BUILDINGENVELOPEOLDCASTLE BUILDINGENVELOPEOLDCASTLE BUILDINGENVELOPE. 4.PILKINGTON NORTH AMERICA INCPILKINGTON NORTH AMERICA INCPILKINGTON NORTH AMERICA INC. 5.VIRACON, INCVIRACON, INC. 2.2 PERFORMANCE REQUIREMENTS A.STRUCTURAL PERFORMANCE: GLAZING SHALL WITHSTAND THE FOLLOWING DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS INDICATED DETERMINED ACCORDING TO THE INTERNATIONAL BUILDING CODE AND ASTM E 1300. 1.DESIGN WIND PRESSURES: AS INDICATED IN “STRUCTURAL NOTES” AND IN SECTION A-8 BOTH FOUND ON SHEET A1.0, COVER. 2.DESIGN SNOW LOADS: AS INDICATED IN “STRUCTURAL NOTES” FOUND ON SHEET A1.0, COVER. 3.DIFFERENTIAL SHADING: DESIGN GLASS TO RESIST THERMAL STRESSES INDUCED BY DIFFERENTIAL SHADING WITHIN INDIVIDUAL GLASS LITES. B.THERMAL AND OPTICAL PERFORMANCE PROPERTIES: PROVIDE GLASS WITH PERFORMANCE PROPERTIES SPECIFIED, AS INDICATED IN MANUFACTURER'S PUBLISHED TEST DATA, BASED ON PROCEDURES INDICATED BELOW: 1.U-FACTORS: CENTER-OF-GLAZING VALUES, ACCORDING TO NFRC 100 AND BASED ON LBL'S WINDOW 5.2 COMPUTER PROGRAM, EXPRESSED AS BTU/SQ. FT. X H X DEG F (W/SQ. M X K). 2.VISIBLE TRANSMITTANCE: CENTER-OF-GLAZING VALUES, ACCORDING TO NFRC 200 AND BASED ON LBL'S WINDOW 5.2 COMPUTER PROGRAM. 3.VISIBLE REFLECTANCE: CENTER-OF-GLAZING VALUES, ACCORDING TO NFRC 300. 2.3 GLASS PRODUCTS, GENERAL A.GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND ORGANIZATIONS BELOW UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. SEE THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS SECTION OR IN REFERENCED STANDARDS. 1.GANA PUBLICATIONS: "LAMINATED GLAZING REFERENCE MANUAL" AND "GLAZING MANUAL." 2.AAMA PUBLICATIONS: AAMA GDSG-1, "GLASS DESIGN FOR SLOPED GLAZING," AND AAMA TIR A7, "SLOPED GLAZING GUIDELINES." 3.IGMA PUBLICATION FOR SLOPED GLAZING: IGMA TB-3001, "GUIDELINES FOR SLOPED GLAZING." 4.IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, "NORTH AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE." B.INSULATING-GLASS CERTIFICATION PROGRAM: PERMANENTLY MARKED EITHER ON SPACERS OR ON AT LEAST ONE COMPONENT LITE OF UNITS WITH APPROPRIATE CERTIFICATION LABEL OF IGCC. C.THICKNESS: WHERE GLASS THICKNESS IS INDICATED, IT IS A MINIMUM. PROVIDE GLASS THAT COMPLIES WITH PERFORMANCE REQUIREMENTS AND IS NOT LESS THAN THE THICKNESS INDICATED. D.STRENGTH: WHERE ANNEALED FLOAT GLASS IS INDICATED, PROVIDE ANNEALED FLOAT GLASS, HEAT- STRENGTHENED FLOAT GLASS, OR FULLY TEMPERED FLOAT GLASS AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. WHERE HEAT-STRENGTHENED FLOAT GLASS IS INDICATED, PROVIDE HEAT-STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. WHERE FULLY TEMPERED FLOAT GLASS IS INDICATED, PROVIDE FULLY TEMPERED FLOAT GLASS. 2.4 GLASS PRODUCTS A.CLEAR ANNEALED FLOAT GLASS: ASTM C 1036, TYPE I, CLASS 1 (CLEAR), QUALITY-Q3. B.FULLY TEMPERED FLOAT GLASS: ASTM C 1048, KIND FT (FULLY TEMPERED), CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE I, CLASS 1 (CLEAR) OR CLASS 2 (TINTED) AS INDICATED, QUALITY-Q3. C.HEAT-STRENGTHENED FLOAT GLASS: ASTM C 1048, KIND HS (HEAT STRENGTHENED), TYPE I, CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE I, CLASS 1 (CLEAR) OR CLASS 2 (TINTED) AS INDICATED, QUALITY-Q3. 2.5 LAMINATED GLASS A.LAMINATED GLASS: ASTM C 1172 AND WITH OTHER REQUIREMENTS AS SPECIFIED (UL 972, ASTM F1233, ETC.).. USE MATERIALS THAT HAVE A PROVEN RECORD OF NO TENDENCY TO BUBBLE, DISCOLOR, OR LOSE PHYSICAL AND MECHANICAL PROPERTIES AFTER FABRICATION AND INSTALLATION. LAMINATED GLASS PRODUCTS TO BE FABRICATED IN AUTOCLAVE WITH HEAT, PLUS PRESSURE, FREE OF FOREIGN SUBSTANCES AND AIR POCKETS 1.CONSTRUCTION: LAMINATE GLASS WITH POLYVINYL BUTYRAL INTERLAYER TO COMPLY WITH INTERLAYER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2.INTERLAYER THICKNESS: PROVIDE THICKNESS NOT LESS THAN LESS THAN 0.030 INCH (0.76 MM) AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. 3.INTERLAYER COLOR: CLEAR. 2.6 INSULATING GLASS A.INSULATING-GLASS UNITS: FACTORY-ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, QUALIFIED ACCORDING TO ASTM E 2190. 1.SEALING SYSTEM: DUAL SEALED WITH A PRIMARY SEAL OF POLYISOBUTYLENE (PIB) AND A SECONDARY SEAL OF SILICONE OR AN ORGANIC SEALANT DEPENDING ON THE APPLICATION. 2.7 GLAZING PRODUCTS A.SELECT APPROPRIATE GLAZING SEALANTS, TAPES, GASKETS AND OTHER GLAZING MATERIALS OF PROVEN COMPATIBILITY WITH OTHER MATERIALS THAT THEY CONTACT. THESE INCLUDE GLASS PRODUCTS, INSULATING GLASS UNIT SEALS AND GLAZING CHANNEL SUBSTRATES UNDER INSTALLATION AND SERVICE CONDITIONS, AS DEMONSTRATED BY TESTING AND FIELD EXPERIENCE. PART 3 - EXECUTION 3.1 GLAZING, GENERAL A.COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS. B.VERIFY THAT INSULATING GLASS (IG) UNIT SECONDARY SEAL IS COMPATIBLE WITH GLAZING SEALANTS C.PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS INCLUDES GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD WEAKEN GLASS, IMPAIR PERFORMANCE, OR IMPAIR APPEARANCE. D.APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BY PRECONSTRUCTION TESTING. E.INSTALL GLASS IN PREPARED GLAZING CHANNELS AND OTHER FRAMING MEMBERS. F.INSTALL SETTING BLOCKS IN RABBETS AS RECOMMENDED BY REFERENCED GLAZING STANDARDS IN GANA GLAZING MANUAL AND IGMA GLAZING GUIDELINES. G.PROVIDE BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES AND GLAZING MATERIAL TOLERANCES RECOMMENDED BY GANA GLAZING MANUAL. H.PROVIDE WEEP SYSTEM AS RECOMMENDED BY GANA GLAZING MANUAL. I.SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW AND SIMILAR CHARACTERISTICS. J.INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER. SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR HEEL BEAD. K.DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR INSTALLING GLASS LITES. L.DISTRIBUTE THE WEIGHT OF THE GLASS UNIT ALONG THE EDGE RATHER THAN AT THE CORNER. M.PROVIDE SPACERS FOR GLASS LITES WHERE LENGTH PLUS WIDTH IS LARGER THAN 50 INCHES (1270 MM). N.PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS IN GLAZING CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS. O.COMPLY WITH MANUFACTURER’S AND REFERENCED INDUSTRY RECOMMENDATIONS ON EXPANSION JOINTS AND ANCHORS, ACCOMMODATING THERMAL MOVEMENT, GLASS OPENINGS, USE OF SETTING BLOCKS, EDGE, FACE AND BITE CLEARANCES, USE OF GLASS SPACERS, EDGE BLOCKS AND INSTALLATION OF WEEP SYSTEMS. P.PROTECT GLASS FROM EDGE DAMAGE DURING HANDLING AND INSTALLATION. Q.PREVENT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES THAT RESULT FROM CONSTRUCTION OPERATIONS, SUCH AS WELD SPATTER, FIREPROOFING OR PLASTER. R.REMOVE AND REPLACE GLASS THAT IS BROKEN, CHIPPED, CRACKED OR DAMAGED IN ANY WAY SECTION 088000 - GLAZING (CONT.) PART 3 - EXECUTION 3.1 GLAZING, GENERAL A.COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS. B.VERIFY THAT INSULATING GLASS (IG) UNIT SECONDARY SEAL IS COMPATIBLE WITH GLAZING SEALANTS C.PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS INCLUDES GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD WEAKEN GLASS, IMPAIR PERFORMANCE, OR IMPAIR APPEARANCE. D.APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BY PRECONSTRUCTION TESTING. E.INSTALL GLASS IN PREPARED GLAZING CHANNELS AND OTHER FRAMING MEMBERS. F.INSTALL SETTING BLOCKS IN RABBETS AS RECOMMENDED BY REFERENCED GLAZING STANDARDS IN GANA GLAZING MANUAL AND IGMA GLAZING GUIDELINES. G.PROVIDE BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES AND GLAZING MATERIAL TOLERANCES RECOMMENDED BY GANA GLAZING MANUAL. H.PROVIDE WEEP SYSTEM AS RECOMMENDED BY GANA GLAZING MANUAL. I.SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW AND SIMILAR CHARACTERISTICS. J.INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER. SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR HEEL BEAD. K.DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR INSTALLING GLASS LITES. L.DISTRIBUTE THE WEIGHT OF THE GLASS UNIT ALONG THE EDGE RATHER THAN AT THE CORNER. M.PROVIDE SPACERS FOR GLASS LITES WHERE LENGTH PLUS WIDTH IS LARGER THAN 50 INCHES (1270 MM). N.PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS IN GLAZING CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS. O.COMPLY WITH MANUFACTURER’S AND REFERENCED INDUSTRY RECOMMENDATIONS ON EXPANSION JOINTS AND ANCHORS, ACCOMMODATING THERMAL MOVEMENT, GLASS OPENINGS, USE OF SETTING BLOCKS, EDGE, FACE AND BITE CLEARANCES, USE OF GLASS SPACERS, EDGE BLOCKS AND INSTALLATION OF WEEP SYSTEMS. P.PROTECT GLASS FROM EDGE DAMAGE DURING HANDLING AND INSTALLATION. Q.PREVENT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES THAT RESULT FROM CONSTRUCTION OPERATIONS, SUCH AS WELD SPATTER, FIREPROOFING OR PLASTER. R.REMOVE AND REPLACE GLASS THAT IS BROKEN, CHIPPED, CRACKED OR DAMAGED IN ANY WAY 3.2 CLEANING AND PROTECTION A.CLEAN EXCESS SEALANT OR COMPOUND FROM GLASS AND FRAMING MEMBERS IMMEDIATELY AFTER APPLICATION, USING SOLVENTS OR CLEANERS RECOMMENDED BY MANUFACTURERS. B.GLASS TO BE CLEANED ACCORDING TO: 1.GANA GLASS INFORMATIONAL BULLETIN GANA 01-0300 - PROPER PROCEDURES FOR CLEANING ARCHITECTURAL GLASS PRODUCTS. 2.GANA GLASS INFORMATION BULLETIN GANA TD-02-0402 - HEAT-TREATED GLASS SURFACES ARE DIFFERENT. C.DO NOT USE SCRAPERS OR OTHER METAL TOOLS TO CLEAN GLASS. IMMEDIATELY AFTER INSTALLATION REMOVE NONPERMANENT LABELS AND CLEAN SURFACES. D.PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. EXAMINE GLASS SURFACES ADJACENT TO OR BELOW EXTERIOR CONCRETE AND OTHER MASONRY SURFACES AT FREQUENT INTERVALS DURING CONSTRUCTION, BUT NOT LESS THAN ONCE A MONTH, FOR BUILDUP OF DIRT, SCUM, ALKALINE DEPOSITS, OR STAINS. 1.IF, DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, REMOVE SUBSTANCES IMMEDIATELY AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER. REMOVE AND REPLACE GLASS THAT CANNOT BE CLEANED WITHOUT DAMAGE TO COATINGS. E.REMOVE AND REPLACE GLASS THAT IS DAMAGED DURING CONSTRUCTION PERIOD. 3.3 SEALED INSULATING GLASS (IG) UNITS WITH TWO-PLY LAMINATED GLASS INBOARD LITE A.INSULATING GLASS UNIT MAKEUP - BASE BID 1.OUTBOARD LITE a.GLASS TYPE: VITRO ARCHITECTURAL GLASS, SOLARBAN 60 b.GLASS TINT: CLEAR c.NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN LESS THAN 6 MM AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. d.GLASS STRENGTH: HEAT-STRENGTHENED e.LOW-E COATING ORIENTATION: SURFACE # 2 2.SPACER a.NOMINAL THICKNESS: 1/2" b.GAS FILL: 90% ARGON - ELEVATION OF SITE 8,000 FEET ABOVE SEA LEVEL. 3.LAMINATED INBOARD LITE a.OUTER PLY: 1)GLASS: CLEAR 2)GLASS TINT: CLEAR 3)NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN 3 MM AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. 4)GLASS STRENGTH: HEAT-STRENGTHENED OR TEMPERED 5)COATING ORIENTATION: N/A b.INTERLAYER: 1)INTERLAYER TYPE: POLYVINYL BUTYRAL SHEETS 2)INTERLAYER TINT: CLEAR 3)NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN LESS THAN 0.030 INCH (0.76 MM) AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. c.INNER PLY: 1)GLASS: CLEAR 2)GLASS TINT: CLEAR 3)NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN 3 MM AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. 4)GLASS STRENGTH: HEAT-STRENGTHENED OR TEMPERED 4.PERFORMANCE CHARACTERISTICS (CENTER OF GLASS) a.VISIBLE TRANSMITTANCE:68 PERCENT MINIMUM b.VISIBLE REFLECTANCE OUT:11 PERCENT MAXIMUM. c.VISIBLE REFLECTANCE IN:12 PERCENT MAXIMUM. d.WINTER NIGHTTIME U-FACTOR:.29 MAXIMUM. e.SUMMER DAYTIME U-FACTOR:.28 MAXIMUM. f.SHADING COEFFICIENT (SC): g.SOLAR HEAT GAIN COEFFICIENT (SHGC): B.INSULATING GLASS UNIT MAKEUP - ALTERNATE 1.OUTBOARD LITE a.GLASS TYPE: VITRO ARCHITECTURAL GLASS, SUNGATE 400 b.GLASS TINT: CLEAR c.NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN LESS THAN 6 MM AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. d.GLASS STRENGTH: HEAT-STRENGTHENED e.LOW-E COATING ORIENTATION: SURFACE # 2 2.SPACER a.NOMINAL THICKNESS: 1/2" b.GAS FILL: 90% ARGON - ELEVATION OF SITE 8,000 FEET ABOVE SEA LEVEL. 3.LAMINATED INBOARD LITE a.OUTER PLY: 1)GLASS: CLEAR 2)GLASS TINT: CLEAR 3)NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN 3 MM AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. 4)GLASS STRENGTH: HEAT-STRENGTHENED OR TEMPERED 5)COATING ORIENTATION: N/A b.INTERLAYER: 1)INTERLAYER TYPE: POLYVINYL BUTYRAL SHEETS 2)INTERLAYER TINT: CLEAR 3)NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN LESS THAN 0.030 INCH (0.76 MM) AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. c.INNER PLY: 1)GLASS: CLEAR 2)GLASS TINT: CLEAR 3)NOMINAL THICKNESS: PROVIDE THICKNESS NOT LESS THAN 3 MM AND AS NEEDED TO COMPLY WITH “2.2 PERFORMANCE REQUIREMENTS” ARTICLE. 4)GLASS STRENGTH: HEAT-STRENGTHENED OR TEMPERED 4.PERFORMANCE CHARACTERISTICS (CENTER OF GLASS) a.VISIBLE TRANSMITTANCE:74 PERCENT MINIMUM b.VISIBLE REFLECTANCE OUT:13 PERCENT MAXIMUM. c.VISIBLE REFLECTANCE IN:13 PERCENT MAXIMUM. d.WINTER NIGHTTIME U-FACTOR:.31 MAXIMUM. e.SUMMER DAYTIME U-FACTOR:.30 MAXIMUM. f.SHADING COEFFICIENT (SC): g.SOLAR HEAT GAIN COEFFICIENT (SHGC): C.LAMINATED GLASS PRODUCTS TO BE FABRICATED IN AUTOCLAVE WITH HEAT, PLUS PRESSURE, FREE OF FOREIGN SUBSTANCES AND AIR POCKETS. END OF SECTION 088000