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HomeMy WebLinkAboutPERMIT B-9796 garage storage 3501 Fall River Rd 2015.01.30Received Date Town of Estes Park Permit Number ?') Received By '1 Commercial Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information (970) 577-3726 • FAX (970)586-0249 • www,estes,prgiCommUnityDevelopment Note: Use this form or Non-residential and Mixed -use Buildings Permit Expires Jab Address: / L) / Lot Size: sfiac &au t0005 t 40t /tit(' i„4/00..3 ; Lott BfiliCkt (S.1,79 Owner Name: Address: Contractor: Address: I Email Address (REQUIRED): 4,1 ) .)).) ) ) „d) \ ^°) Parcel #: 55/(oe) Phone: - 044)1 '490 , . . TOWn License #: Phone: / 1.4 ii(„41„ ASV The Following Applies to New Work Only - Complete al that apply: JNew Building Alteration Addition Building Use(s): Existing: Proposed: Existing Fire Alarm Yes DNo Existing Fire Suppression El Yes 0 No New Fire Suppression *Yes 0 No Sewer: 0 Estes Park Sanitation ,Upper Thompson Sanitation El Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: Fixtures: Water Service: 3 No 0 Yes - State and Town Licenses Required El Add 0 Relocate • Replace 0 Demolish ,r6,,tttii O Existing 0 New - # of Meters: Meter Size: .....inches Electric Involved: 0 No Yes - State & Town License Required. State Permit and Inspection Required. Service: lAisting 0 New 0 Overhead 0 Underground; 0 New Sprinkler System Line # of Meters , Meter Stzeamps; Temp Meter 0 No 0 Yes Phase Volts Type of Heat: 0 Gas IXElectric Furnace 0 Boiler Fuel Gas Involved: 3 No 0 Yes - Qualifications and System Sizing Required. Type, Natural Gas E3 LPG it of Gas Appliances / Outlets: ilding Height: 0:(" # Floors Basement isf) Fin Unfin Floor (sf) Fin Unfin 2Floor (sf) Fin Unfin Garage / Carport (sf) Attached Detached Porch w/ Roof (sf) Deck w/o Roof (sf) ob Description: k, ilTata( Valuations (Labor & aterials 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, Contractora121 Owner 0 Owner's Agent 0 Tenant ,--"7""""‘• Signatute Job Description: 7"Ae Cf:( Appli /14 Occupant Load(s): s' 1"I/J4 iiii 6 L. Variances (attached): /770 /1,„/ 7C Flooitoadts): Fire Alarm System Front Side Setbacks / r ;ZS ist Zoning Census 4 Hazards Building Off pal Rear 47) Geo Wildfire Date .4. Print Name Office Use On y Occupancy Ciass(es): FI;obLoa,d4 1,14trei t Fire Suppression System River FI Date ,„;", l=„3 (21 7 Department Public Works ater ight & Power Planning Plan Review Cert. of Occupancy Total Approved Disapproved '61 Fees 25,0C) 2. 75 ,(31,5D co \SerNief 03 \buildingdepti,Forms'iApplic ions0,Boildng0,Commercial Building permihCommeircial Building Permit 201 0 APPROVED.doc Revised 4/11/2012 - COMMERCIAL PERMIT JENSPECTJON RECORD JOB ADDRESS_36.01 F.,:4 ;ir 4,7,6 PERMIT # - OCCUPANCY GROUP C'ONST. TYPE OCCUPANCY LOAD SPRINKLER OWNER PE2-1,4 6"-Ef2i-9 CONTRACTOR}hz,L 6.-AjAr;Wy (174,4j7 PHONE q79 DESCRIPTION OF WORK.....2,aairzoiy:_„,,„,:e:"....f.,S.7;..- THIS CARD MUST BE POSTED AND VISIBLE FROM THE FRONT OF jOBSITE AND MUST BE PROTECTED WITH PLASTIC OR OTHER WATERPROOF MATERIAL. SETBACKS FOOTING i FOUNDATION (.11:,.-" (I UFFER GROUND DRAIN:PIPE/RADON DAMP PROOFING/WATER PROOFING (FOUNDATION BASEMENT WALLS) PLUMBING UNDERGROUND (INSIDEI3UILD.ING) SEWER SERVICE & UNDERGROUND OUTSIDE OF BUILDINGISAN DIST.) WATER SERVICE ROUGH.MECHANICAL 1 17- ROUGH PLUMBING ROUGH GAS FIREPLACE ROUGH ELECTRIC (STATE INSP.) - /1/2 ROUGH BUILDNG ef)u Zt.\..;LA tkve6n.t-itt ROOF IN PROGRESS ROUGH INSULATION 0045- - 02-CO ''",;" 9 DRYWALL 2c 03 --0 FINAL EXT WALLS (VENEER) & OPENINGS COUNTY HEALTH INSP, (SEPTIC. FOOD/ALCOHOL SERVICE, DAYCARE) e..)ic PLANNING DEPT PUBLIC WORKS DEPT FIRE DEPARTMENT ELEVATOR (STATE CERT INSP.) SPRINKLER (STATE CERT INSP.) ACCESSIBILITY (HANDICAP) FINAL ELECTRIC (STATE INSP.) 747/ FINAL TOWN WATER DEPT. (METER INSTALL') FINAL JOB COMPLETED ALL INSPECTIONS MUST BE REQUESTED BY CALLING 577-3731 BY 4:00 P.M. THE PRECEDING WORK DAY. INSPECTIONS CAN ONLY BE REQUESTED BY THE CONTRACTOR PERFORMING THE WORK TO BE INSPECTED. ALL INSPECTION REQUESTS MUST INCLUDE THE CONTRACTOR'S NAME AND TOWN LICENSE NUMBER, JOB ADDRESS, TYPE OF INSPECTION(S), AND !ERMIT NUMBER. FAILURE TO COMPLY WITH ANY OF THESE REQUIREMENTS MAY DELAY INSPECTIONS. 'Mery 1 buildingdepkihnspection forms, etc \commercial inspection carct.doc Revised 0o/07/2006 - C13 Date equested ate inspected 4:`) JOB ADDRESS REQUESTED BY CONTACT INFO. TYPE OF INSPECTION'S Permit # Inspector uilding Division TOWN LIC. # 107 '1/4,1 0,710,11; 'cilc L., rIE: it12, 7. s L T TIL When corrections have been made, call for re -inspection: 970-577- 731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 11 ate equested Date Inspected • Permit # Inspector Building Division JOB ADDRESS REQU CONTACT INFO. TYPE OF INSPECTIONS 0 L T TIL 111 When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed [1 ate Requested Date Inspected JOB ADDRESS Permit# inspector $1 Building Division REQUESTED BY TOWN LIC. # CONTACT INFO. TYPE OF I NSPECTIONS LL T P Vs OCEED U TIL P 0 V When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100 00 Re -Inspection Fee Assessed El Date equested Date nspected`hN'^ JOB ADDRESS REQUESTED BY CONTACT V'NFO. 0 TYPE OF INSPECTIONS mm.. B vision 0 When corrections Inave been made, ( tenera.I qua stVc ns ca. or T OW for re,Hnspectvo . 9 "( _ 17- 3731., 97 1- b ", : e, )0 Frec1 e ,ed 0 e equested 1043-- 2-Z 7- /gY, Permit # Date Inspected go/.5 OS- 6? JOB ADDRESS REQUESTED BY ZArifYLL rew,en Inspector Building Division CONTACT INFO. 9 70 - 5C6-veyz 5GL4 TOWNLIC# TYPE OF INSPECTIONS _LA/SUL/F7/6A,, c'ock- („c/c)t-91 L T 1101 TIL When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed Li ate equested 7-6,3-ee(- /3.4/6 or I 11 # 89yq3 Date Inspected T JO ADDRESS sg 1111111111,,,,n, ud 11 vsi Inspector REQUESTED BY 7)74-721Y_AZ6e...,,..____ T WN LIC # CONTACT WO. 9 7 6 TYPE OF INSPECTIONS 11, 111, 1111111111 1111' ' E, N 111 When corrections have been made, call for re -inspection: 970-577- 731, General questions: ca 970-577-3726. $100.0 Rei Fe., ssesse Received Date Recerwed By 110Bo, mm 170 McGrego, Ave | perimm="be, ����_�� WATER RESISTIVE BARRIER, WINDOW AND PENETRATION FLASHING INSTALLATION AND AFFIDAVIT QFCOMPLIANCE of The following conditions must bemet before submitting, mnAffid e contractor shall be pre -approved by the Chief Building Official The work shall boauthorized bythe appropriate permit The work shall beassociated with onapproved system The affidavit shall heonaform provided bythe CBO VN: Check the statements that app|y� ,,-"The Division has pre -approved the installation to be completed without Division inspection, The installing contractor shall complete and sign this affidavit, ]� eaffidavit shall beleft inthe permit pack atthe jobshe. L,, The work and conditions described on the permit matches the field instaflafion. ��All components have been installed in accordance with manufocturers" installation instructions. �_,,,Horizomta�ointsofanopppovedwater'mauisbvebarrieranejappedamimirnum2^.uppor|ayerover|ovver Vertical joints of an approved water -resistive barrier one lapped a minimum 8" TheVV-R barrier and window flashing have been integrated in o ship lap (shOg|e) fashion AN penetrations into the membrane are caulked, flashed or otherwise sealed to keep moisture out, The water -resistive barr�er terminates at or slightly below the jo�nt of wall and top of foundation. _ Nochanges have occurred inrough opening sizes for windows &doors, 2flashing isbeing installed over top ofheader wood trim and under veneer, For stucco: adrainage plane has been provided. OPTIONAL) Photos of the ongoing installation have been provided. With my �gnature I verify the XXXXXXXXXX installation was performed in accordance with the manufacturers' installation specifications, Chapter 7 of the 2009 IRC or Chapter 14 of the 2009 IBC and I release the Town of Estes Park from all liability*. umm,=,wamm - ` Number �onitra=rs' Affidavif of Compliance s all no,t exempOt work from corrLctons if the build - the ��nis of Ois ced� Received Dale: Received 13y: 970-577 3726 PO Box 1200 170 MacGregor Ave Esdes Park, CO B051? Perrittl NUAllber.(cl. .„„. • "),.../N, FOUNDATION DAMP PROOFIING INSTALLATION AFFIDAVIT OF COMPLIANCE Town 01 ESIRS Park Dixon 01 BolIcilrig Sxlxly The following conditions must be met before submitting an Affidavit: The contractor shall be pre -approved by the Chief Building Official he work shall be authorized by the appropriate permit The work shall be associated with an approved system The affidavit shall be on a form provided by the CBO Check the statements that apply: This affidavit is for damp proofing only, NOT for required waterproofing. The affidavit shall be left in the permit pack at the jobsite. An onsite inspection by the Division of Building Safety has not been conducted, /The work and conditions described on the approved plan matches the field installation. Damp proofing has been applied to all walls or portions thereof that retain earth and enclose interior spaces and floors below grade. / The damp proofing has been applied from top of footing to the proposed finish grade. (OPTIONAL) Photos of the ongoing installation have been provided. With my signature I verify the foundation damp proofing installation was performed in accordance with the manufacturers' installation specifications, Chapter 4 of the 2009 IRC or Chapter 18 of the 2009 IBC and I release the Town of Estes Park from all 'liability*. ContractorSignalure Dale. Company Name': Town Business License I umber: *.:11.:L:11...L,.. A CoMregtors' AfflOa.At a( c..rnpk a ,e shati not exenti (X work from correctIons It the ba.cling offpooal determines the work dOOS not Con)ply wil.h me woOslions of Mis code. .„/ Flashing cut into brick/stone wall installed with silicone (under sill line at windows) VVP-40 Membrane /4"/FT. SLOPE FOR DRAINAGE 1 ntilever joists e— E E EXISTING WINDOW EXISTING BRICK SILL 3/4°' (min.) Expansion Joint @ roof to wall connection Cont. 2x8 moisture -treated member across top of joists (nailed to top of plywood roof decking) to receive VVP-40 membrane prior to flashing 2x10 block between each TJI EXISTING (TO REMAIN) STONE/BRICK WALL PROVIDES MIN. 1 HR. FIRE SEPARATION (THICKNESS VARIES FROM 4"-611") etail at existin wall where oists eet existin uildin ( THIS DETAIL TO REPLACE THE CONNECTON SHOWN ON SECTION B (PAGE 4). NOTE: PAGE 3 SHOWING STONE REMOVAL AREA IS OBSOLETE. NO STONE IS BEING REMOVED, EXCEPT AT DOOR ETWEEN EXISTING BUILDING AND NEW BAR STORAG gi• A //' IrW 41r 1/9 1 DOUBLED 0.049" STEEL WIRE TIES @ 15"0.C. ON LAYER BELOW OUTER LAYER h Pi A CO METAL U—SHAPED BRACKETS @ 24" O.C. 2 .1:8" (2) 5/8" TYPE X FIRE RATED GYPSUM BOARD EA. SIDE ANo.:po-upm OF .:;EAM (2) 5/8" TYPE X GYPSUM BOARD ALL / 4 SIDES OF STEEL COLUMN (STAGGERED LAYERS) SECURED TO COLUMN FLANGES AND SUCCESSIVE LAYERS WITI—qADHESIVE - 7/4)457,2; (// ok"" ifk t • ' f " n 0 STEEL POSTS & BEAM 1 FIR TING 009 IBC TABLE 720.1, 1-7.1 OR STEEL MI S. D 2-4.1 FORBE• A BELOW DETAILS ARE FRO ORIGINAL DELLA TERRA BUILDING PLANS. NEW BAR STO. GE BUILD NG TO MATCH EXISTING CONSTRUCTION AS APPLICABLE. TYPICAL EXTERIOR 2X6 1 HR. FIRE -RATED WALL PER WP-1408 I. Framing Nominal 7xda. wood studs, spaced le In, o.c„ boubIe top plates, single bottom part. 2, interiax Sheathing WS In, Two X Wawa uAlboard, 4 ft, wide, applied virticall ,411 panel, !ii-idgdr. • tacked trittIng or ieki9kIrcil,, STEsfarTirr Ing, 3/15 T. wood structural panels (oriented strand board) applied vertically, horizontal Joists blocked. 4. ea*sUlislriWierairs-7T-174 In. 79:en 8 &wall ecnews, spaced T in. o,c 5. Parel Fasteners, 601 careen nails (bright) - I2 in. o.a. In the fleld, & In, o.c. panel edges InsulatIonr R-Ifiberglass inauhatlor 1.Jofris and Fastener Heade, Wallboard Jelraa covered with debar tape and Joint carpourd, Fastener heads covered with Joint cacepound Test - Teats corclucted at this NC.< Testing Services, Teat No- LLP-14Cal (FIre Erduranca 1 I -lose Singel) or AulleJet. 13, 2004 Third Party Wit,- C Testing Etervicas M6E116,1„ur U"1rEGF6 ILD,G.E1506 V2 HGAIR 1,64E4G4rEGG ortatotrsisrra BUILEGNS6 ExtElt10161 ZAL411. tE HUH HIGH Hu0611160 EtAGIGHER a° cos WEANING 6nIGG6 • tGuuu SAFT 616.11..ATIGN POLY vouPEXHIGAMAGG,4 {$1166101160,41613 %am Xverr retiatL 1186,CK GYM Ceuta& HAGER UHT) TIPE X MAHN EOM GM MGM 6%06 6 •16' 841111,16S-ATIGGH POUGLE Bart M-ATIE GC RECENT cert,otc,e GYPCKETE AMLuTI-Wr iu GuN' IGO MS 11-Ine TA WO•11,HAG 44,1 TuAl 2,106 • 'Cr u/X ulEGGEWNG, rudG,GOKur ft4004,6 t44,4Tir tibtlLtraf* 6,1166GM WARP mats ton nuion WV 'TYPE X GHPErGoi WICARG 1,7 116,E6ILIGHT CHANNEL I K UJLLAT FOUNDATION aG4T&IE6EXIGGIGGR 114.44,1), HIEtAL ESPUGH, I° AR EPAcE nv194 HEGIEHM SAGERIGH vie GulbEI /161EATHIAG, Au* P.666636 eruZt. t o‘ R212,4rr luNeGLATIC14 •PIILPOO' yob* ausates 6/6° 40166G11 WAAL, GIGH GuGui-TuGum PLATE 7.1(tu MAVEN CurGHT6LIGH6 GtHat ,I,PAP StRitOt WEEP YEWS WEPT MG Om' METAL Ft-MMHG, OGHLIGEHE HALL WON 0,06606,1,GFING NOTE: 3P-6" exterior door is one hour fire -rated door. ) •LL.6AKEI KGPAGATION WALL ItliGH plAPIETER ANG14091 MTH AT Hou men 614,GTAAL 8,4,3uA Flashing cut into brick/stone wall installed with silicone (under sill line at windows) WP-40 Membrane 1/4"/FT. SLOPE FOR DRAINAGE - E = E cn V'4 E EXISTING WINDOW -- EXISTING RICK SILL 3/4" (min.) Expansion Joint @ roof to wall connection Cont. 2x8 moisture -treated member across top of joists (nailed to top of plywood roof decking) to receive WP-40 membrane prior to flashing 2x10 block between each TJI EXISTING (TO REMAIN) STONE/BRICK WALL PROVIDES MIN. 1 HR. FIRE SEPARATION (THICKNESS VARIES FROM 4"-6") etail at existin wall where .oists eet xistin buildin Phone: 1/9/1 THIS DETAIL TO REPLACE THE CONNECTION SHOWN ON SECTION B (PAGE 4). ; OTE: PAGE 3 SHOWING STONE REMOVAL AREA IS OBSOLETE. NO STONE IS BEING REMOVED, EXCEPT AT DOOR BETWEEN EXIST NG BUILDING AND NEW BAR STORAGE 7 ella Terra ountain Chateau I • wer stes -ark, 5 5 1 0 772 arell: ) 5• 8 2 a e (addendum 1) hOUBLED 0.049" STEEL 'WIRE TIES @ 15"0.C. ON LAYER BELOW OUTER AYER UJ 0 w METAL U-SHAPED BRACKETS @ 24" O.C. 2 8" 2) 5/8" TYPE X FIRE RATED GYPSUM BOARD EA. SIDE AND BOTTOM OF BEAM (2) 5/8" TYPE X GYPSUM BOARD ALL 4 SIDES OF STEEL COLUMN (STAGGERED LAYERS) SECURED TO COLUMN FLANGES AND SUCCESSIVE LAYERS WITH ADHESIVE ET IL OF ST L OSTS EAM F 1 H IRE TI 2009 I C TABLE 720. , 1-7.1 ./4 SaTEEL COLU NS, 2-4.1 FOR STE L EA I a ou tain F 11 R4 ELL PLATE CPI GA6F.EI EMMEN= 1 FOUNDATIONMUUTE 0145,1074k ANrwqr 004aN0 AT iv. titer ETRECEPTAI ENEJ BELOW DETAILS ARE FROM ORIGINAL DELLA TER BUILDING PLANS. NEW BAR STO GE BUILDING TO MATCH EXISTING CONSTRUCTION AS APPLICABLE, TYPICAL EXTERIOR 2X6 1 HR. FIRE- TED WALL PER WP-1408 L Frahrne Nominal 2x6 wood Muds, spaced c.c., double top Oates, slog* bottom plate 2. inter eiheathinia 5/13 In. Type X gypsum wallboard 4 rt wide. app11ed virtIcall pir_sel *deb* Pecked on blocelna. 3.Exisrlor eireathirmai 3/6 In iatooci struCtufal parole (orient/se:A strand bowel), /polled verl.lcally, zorrlai pinis kaioOkssq, -7./.4 IrL TIora 6 &viten scrams epaciad 1 tn. ao 5. Pal oletaniens ect daimon nails asrleilhO • 12 In, o.c, In the flab, 6 T. oc. peel edsgea 6. !mulattor+. ribarelase insulation 1. Joints ard Fastener Weeds. Wallboard Joints covered with debar taps and Joint compound.. fanterar heads covered with Joint compound Test - Test* coroLicted at the SIC.0 TestIng ServIces, Test No LUP-1400 (Firms Erckwancat1 I -bee 6treer)o Aueirusst 12, 2004 Third Party illIlltriese - NGC Tostffsa barifloss PAS AREETEELY MEM OR EFFOCEOE IN EOM INETTRATEC, INECEPEETIENTE FOR ESWILOINGE ENTERIOR riALLE =ri" MIERI VEI( POISPROE WAP* 0" ORR ENEAVORF 0 ETERS id.r RAP INERLATION TriL PCLY WENER RAMER 0" Grimm SiosisO 'TYPICAL EaRkCK WALL PAR t0ETArL Limo LETT). URI' TYPE X OPIERAINCERE Krupa 0, le 40C Yr TRULATION DOUBLE ROMP PLATE me) PISCERIE 01-0100Te e tdie° 1,XE X FEETTNATI ea414, ,X1X TOP, PLATE TYPE X IA Ir 0 PLR= ARCERNW4111 NO YEE ME 101Fr T0 rote atou tts.tot tra xot to re OG IN MOPING BAILEOPY IFTEXPAR ONLY) ISArr MUTATION RESILIENT CRANNEL SSICK WALL AT r,C2UNDATION 2 RE'teWT&E6Te,"-TrA TINFAL armor. riEs AIR elPACV TTvER TOISFERE RAWER vs' ORE ePrEATNINO Allq MARREN a* once • le pc. Ra3 12•4FT MILANO% * 1LPOLY yAPOra PAPERER 6.41, ariP•011 SCARO Ea* Par4098 CePCX41,1CX(6 JOST OOP sin RAWER NEER FENT& FARO 0r1O, WON PETAL FLARTNE— RI' CONCRETE WALL ETN OAPPROCIFING NOTE: '-6 exterior door is one hour fire -rated door. ountain 11 wer d. 0 Received Date own of Estes Park Permit Nimble wner Nanie: Address: lo I 1-111.)% (Street) Contractor/Applicant: Address: 71/ (' ; )) (Stree() (City) (State) (Zip Code) Received By CA Application for ,tuldmg Permit it) Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 'enerai Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 * 119,,',(;,slysRlet,c,o1.11T9 uppey/ oh Address: t Lot Size: ot: Block: Subdivision: Parcel #: 7,[) ti — Phone: sf/ac (City) (State) (Zip Code) )"' Town License #:1 / Phone: '1'1; (/, ,/ 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. ' , SANITATION DISTRICTS E,.e. Upper Thompson Sanitation District Estes Park Sanitation New Construction Adding, Relocating or Vacating Plumbing Fixtures Adding Square Footage to Existing Building Footprint Adding or Vacating Septic System Sal ()II interceptor / Crease Interceptor -e77-1,ti/ Approved 2 LAj.UMER COUN'IN HEALTH DEPARTMENT 7'commercial Food / Drink Preparation 'Alcohol Sales (On Premise) Day Care (6 Or More Children Under Age 18) Septic System Sewer Lift Stations Public Swimming Pools / Spas / Hot Tubs .A.ppr6ved Date 3. STATE ELECTRICAL BOARD New Construction with Electrical 'Addition / Remodel with Electrical 4. STATE ENGINEER Water Well .5., STATE DEPARTMENT OF REVENUE Tax Exempt COMMENTS: fa:1Y( itM ett t..tAff„C),_ -YrU AJ CA — Note: New litterior Grease Traps are prohibited by the Building Depariment and the Health Department. M T -0 MEN St r4d.,j S ""1 \\scivera\(curou )03vi !dint! Forms\ Applicalicos\I-sui1ditig Pagv 1<c‘.)sed ObiOXi2000 C'13 WP ' WATERPROOF RELIABLE EADIISTORE LIARMERS westcoat SPECIALTY COAT1116 SYSTEMS SVSTEM SPECIFI CAT ALWM Custom Finish Description ALX Custom Finish is a waterproof walking deck system.. It is reinforced with metal lath and is installed with a series of four to five separate polymer -modified cementitious applications, and sealed with one of We.stcoat's clear sealers. The finished product weighs approximately 21/2 lbs. per square foot,The ALX Custom Finish gives plywood the look and feel of slate, flagstone or tile. Uses The ALX Custom Finish is designed for use on plywood. It is recommended for the discriminating architect, contractor or building owner that demands, the finest in design, .strength„ and durability. The ALX Custom Finish is ideal for areas with heavy traffic or in cases where elimination of plywood seams is essential. The ALX Custom Finish has been designed for balconies, corridors, stairs, and landings. It is regularly specified for hotels, condominiums, apartments, and office buildings. The AL.X Custom Finish can be stapled through most old deck systems to provide an excellent method for the rehabilitation of problem surfaces, Advantages, •ICC Evaluated ESR-2201 • Meets Class A Fire Test ASTM E- 08 •Meets One -Hour Fire Rating ASTM E- I 19 •Unmatched Strength and Durability • Fast Access After Installation •Available Manufacturer's Warranty • Excellent Sound Reduction Qualities • Tough Final Coat is UV Resistant • Covers Rough Plywood and Seams •Safe Skid Resistant Textured Finish • Decorative Finishes Available • Cost-effective Packaging VVP-25 Metal Lath (21/2 ft. x 8 .ft, each, hot dipped galvanized metal lath 2.5 Ibs per sq yard) WP-26 Flashing WP- 10 Staples. WP-40 Sheet Membrane (6'x75', 36'"x75') WP-51 Polyurethane Sealant (10.3 oz. tubes) VVP-8 I Cement Modifier (1 and 5 gallon pails) TC-I Basecoat Cement (50 Ib. bags) TC-5 Grout Texture Cement (50 Ib. bags) TC-2 Smooth Texture Cement (50 Ib. bags) TC-40 Liquid Colorant (10 oz. bottles) SC-35X Water -Based Stain (I and 5 gallon pails) SC-70 Acrylic Lacquer Sealer (1 and 5 gallon pails) INSPECTION 1 PREPARATION inspection For installation of the ALX Custom Finish system., plywood must be minimum 5/8 inch (3/4 inch preferred) CDX or exterior grade. Slope must be a minimum of 1/4 inch per linear foot. Decks should meet local building, codes. The. deck should be tongue and groove, properly blocked and nailed (glued and screwed is best). Plywood shall have a maximum joist span of 16, inches. Deflection should be less than L/360. OSB is not recognized as a. suitable substrate. Preparation Be sure the surface is clean, dry and free of grease, paint, oil, dust or any foreign material that may prevent proper adhesion, Do not apply to wet plywood. APPLICATION Sheet Membrane Westcoat requires the installation of 6 inch WP-40 Sheet Membrane to all plywood seams for reinforcement.WP- 40 may also be installed behind or on top of the .flashing as a backup waterproofing measure. WP-40 may not be left exposed to the sun for more than 7 days. See Sheet Membrane Product Specification Sheet. Flashing Westcoat requires a minimum of 26-gauge bonderized sheet metal. Use .4 x .4 inch 'U flashing at the junction of the wall and deck. Use 2 x .4 inch drip edge flashing for fascia edge. Overlap all ends at least 4 inches. Apply 2 beads of WP-5,1 Polyurethane Sealant to all seams. Nail flashing every 4 to 6 inches. (Note: If the flashing is not bonderized, it must be etched in order for the coating to adhere properly.) 1 at 3 ALX Custom 'Finish 1114. Metal Lath Place the WP-25 Metal Lath on the plywood and cut it to fit the area making sure the edge of the lath ,s offset two inches from any parallel plywood seams. The lath should run across the grain of the plywood (across the long seams) when possible. The lath has a grain and it should be placed so that it curves down at the edge of the deck. The lath should be held back Y2 inch from all deck edges. This will allow the coating material to be feathered with a brush.With,the lath in place, start in the center working your way out, stapling the lath using 6- 20 staples per square foot (minimum I inch crown x inch long, I 6-gauge non -corrosive Senco PHD). Overlap the lath V-2 inches and staple every 1-2 inches along the seam. With a hammer, pound down any seams or staples that are lhigher than the lath. Base Coat Combine one bag of TC-1 Basecoat Cement into PA gallons of WP-81 Cement Modifier and add up to one quart of water, Mix until uniform with a mechanical mixer at a low rpm. Pour the mixture (4 gallons total) onto the lath and with trowel on edge smooth to the top of the lath at the rate of 40 square feet per batch. Use a paintbrush to spread the base coat on the flashing making sure to get the mixture into and corners. Using a brush, et with water, feather all outside edges. Tap the deck with a hammer to help in smoothing out trowel ridges. As soon as it is dry, usually I to 2 hours at 70 degrees, scrape off any high spots or ridges that may prevent a smooth slurry coat. Slurry Coat Combine one bag of TC-I Basecoat Cement with one gallon of WP-81 Cement Modifier and up to '/a gallon of water. Mix until uniform with a mechanical mixer at a low rpm. Trowel the slurry mix aver the surface to achieve a smooth finish. Coverage of the slurry coat is between 100-150 square feet per batch. Using a brush, wet with water, feather all outside edges. After surface is, dry (usually 30 minutes to I hour at 70°F), scrape or grind off any ridges or trowel marks. Slurry Coat Grout Coat Mix the TC-5 Grout Texture Cement with TC-40 Liquid Colorant of choice, into 1 gallon of VVP-8 I Cement Modifier, and up to '/2 gallon of water. Mix thoroughly with a low rpm drill motor. Coverage of the slurry coat is between 150-200 square feet per batch, For Best results allow slurry to dry over night, prior to pattern installation Pattern Installation (Optional) For a flagstone look, peel the CA-50 Stone Strips and apply to the grout coat in a simulated flagstone pattern. Take time to lay out the pattern and inspect for consistency prior to application of the texture coat. If the pattern is not desirable remove and apply new Stone Strips. Tile patterns can be achieved by applying, CA-60 Grout Tape in a tile pattern.The tile size and the grout line size can be varied from job to job, to give each installation a custom look. The best way to achieve a straight line is to pre -measure tile size and mark your lines using a chalk box with white chalk. Place your Grout Tape on the outside edge of the chalk line so the chalk line will be covered by the texture. Texture Skip Trowel Combine one bag of TC-2 Smooth Texture Cement into one gallon of WP-81 Cement Modifier. Mix thoroughly with a low rpm drill motor. Add desired TC-40 Liquid Colorant to the mix. Be sure to carefully rinse the container to remove all the colorant. Add up to gallon of water to achieve the desired consistency. Make sure to use the exact same amount of water and colorant for each mix and combine completely to maintain consistent color and texture. Pour the mix onto the surface to be textured. Using a skip trowel method, trowel the area with a rounded pool trowel. Wipe the trowel clean with a wet rag as needed.Trowel consistently and continuously, being sure to keep a wet edge. Make sure to trowel the entire surface the same way throughout the project. Coverage of the texture coat is between 150-200 square feet per batch. If you are unsatisfied with the results, scrape off immediately and re -apply. After the texture has hardened enough to walk on, scrape and or slightly sand the surface to even out the look and feel of the texture. A floor buffer with 80-100 grit sand paper is helpful for large areas. Be careful to sand or buff consistently and not to damage the texture. Sweep and wash off the excess cement dust and debris. If a taped pattern was installed using Grout Tape or Stone Strips, you may elect to remove them before you proceed to coloring options. Sweep or wash off the excess cement dust and debris. WB Stain Apply SC-35X using a pump sprayer, airless sprayer. HVLP sprayer, brush, or broom. For a mottled effect, use water to predampen the surface before or in conjunction with the stain. Multiple colors and various amounts of water may be applied at the same time for a variegated finish. SC-35X can be applied in multiple coats to achieve a solid color. Water -Based Stain can be thinned using water, up to equal parts. Thinning will affect the depth of color and may require extra coats. The coverage will vary depending on the surface. Up to 400 sq ft per ,gallon on a smooth surface and between 150-250 on rough surfaces. Product performs best if applied in thin, even coats.When temperatures are above 80° it may be necessary to dampen the surface prior to application to prevent material from drying instantly. Sealer Apply SC-70 Acrylic Lacquer Sealer by spraying, brushing, or rolling with a '/2 to 1/4 inch nap non -shedding roller cover at the rate of 200-300 square feet per gallon. If rolled, neatly cut -in all edges with a brush and roll the center using a 1/2 inch to Yi nap, good quality roller cover. 2 of 3 ALX Custom Finish 1114 Be sure co spread evenly in a "V" pattern rolling in both directions, Roll product as thin as possible. If spraying, use Hudson type sprayer after thinning. Thin SC-70 with up to 25% acetone for better absorption, increased coverage, longer working time or when spraying. For added slip resistance, add up to I quart of CA-30 Safe Grip per 5 gallons of sealer. Silica sand may be broadcasted when extra traction is needed. Quantities may vary. See Product Specification Sheets detailed instructions on these products. Optional Materials .VVP-40 36 inch can be installed to the entire deck when maximum protection is required Note When WP-40 is installed over the entire deck, the system does not meet the One Hour Fire Rating. Clean Up Uncured acrylic material can be removed with soap and warm water. If cured, material can only be removed mechanically or with an environmentally -safe solvent. MAINTENANCE Exterior surfaces can be swept daily with water and a The ALX System should be inspected for wear every 2 to broom. For tougher dirt or grease use degreaser diluted with water 201 and a soft bristle brush or broom, be sure to rinse well. To remove calcium or lime build up, brush diluted 100 grain vinegar onto the surface; be sure to rinse any residue. 4 years.The system should be resealed with the approprlare Westcoat clear sealer every 3 to 5 years depending upon traffic and UV exposure. Contact the original installer of Westcoat for complete recoating instructions. HEALTH PRECAUTIONS Inhalation of vapor or mist can cause headache, nausea, irritation of nose, throat, and lungs. Prolonged or repeated skin contact can cause slight skin irritation. Cements contain silicas, dust mask or respirator should be used when mixing, sanding or grinding. •This system is designed for professional use only. •Read Product Specification Sheets for every product you will be using before beginning the project. • Do not apply at temperatures below 50°F or above '90°F. • Rain will wash away uncured Westcoat acrylic products. •If inclement weather threatens, cover deck to protect new application. Solvent based products are extremely flammable, extinguish all pilot lights and sources of ignition such as electrical motors. Be sure to have adequate cross ventilation prior to installing, LIMITATIONS •Sealers will make the surface slippery, please be aware the texture of the surface and how the sealer will affect the look, feel, and skid resistance. •Approval and verification of proposed colors, textures, and slip resistance is recommended. •Do not allow Westcoat product to freeze. DISCLAIMER PURCHASER'S SOLE AND EXCLUSIVE REMEDY OF ANY DEFECTIVE MATERIAL OR A PAYMENT BY THE AGAINST THE MANUFACTURER OF WESTCOAT, SHALL MANUFACTURER IN AN AMOUNT EQUAL TO THE COST BE LIMITED SOLELY TO THE REPLACEMENT OF THE ORIGINAL MATERIAL. Test Per AC-39 for Walking Decks ALX Custom WP-40 On Seams ALX Custom WP-40 Full Coverage Accelerated Aging ASTM D-756 Pass Pass Fire-Retardent Roof Covering ASTM E-108 Class A Class A One -Hour Fire Test ASTM E-I 19 Pass — Bond Strength (Control) ASTM C-297 143 psi Pass Bond Strength (Accel.Aging) ASTM-C297 Pass Pass Bond Strength (Freeze -Thaw) ASTM C-297 " Pass ' Pass Abrasion ASTM D-I242 .0249 inches .0249 inches Water Absorption ASTM1D-570 8% 8% Chemical Resistance ASTM D-2299 Pass Pass Freeze -Thaw ASTM C-67 .5% Concentrated Load AC-391Section 4,12 Pass Pass Wind Uplift FM 1-52 Pass Pass Impact Resistance ASTM D-3746 Pass Pass westcoat 0 Gateway Center Onve San [liege, CA 92102 O.254515 • Fax 610•262• 6 • westettat,com 3 et 3 ALX Custom Finish 4 c co n mm m d m Ni cn m m co D rn • X � m fn m? �1 m cn N - _ n m m > D —1C zm ©0 mm pN z m Z my m 0 0 X m -< z N cn Z 0o .© am JJ 70 .15 O6-dM ©NV Qcy • © �'IC 17 Z m r m — • c z m C ©0' O6-dM GNV 1V©3 m z d 0 0 • Z m Xn-1' • z� ocm 7)E_ rE©Zcn e.n 00 0> m ©fir ©1- 00 zC3 ©d�X< m-G' rn• ©Q m a cn m >- cn > �'cn zn<z ©� ©ern© >w©-1X°' • c aim op 0) rn OHVONVIS 31VoS Ql ION r- 4 rn rn --i 0 Z a 0 . • Z 0 nl- - X Pjz - m o c r0 D0�C©Z Zo COMM �scp r' Or- corn©fir _o_��� me ZCZ©ate ( r) X G) Z7 � Z 0 I Z CI) {7 M C 0 -0 — 0 7:1M ©O�m-G) 0 mz71m1m �D 9or -0 c>> r-- r �, r r co ;'_ Ccn cn --1 D © D =0 z00 m© GO 0 G im y\ n >-rrc '9> ©f!VONV1S Bid3S 0110N m 0 D c r H Grn 1 co Q / 0 z ¥ • z 0 ; ®0> .@ �,@ \\\\\\� 0crn 0\0 >0 cm, rm 00- cz 02& 0 MZ0 Po\m z0 > O CI) 00 \z o r- • a� n 0/ 0D mlm / >\ CO or) Q<z 0 cwvaNV1S aiv'oS 01 ION q -u m m r Cn 2 z G) 7 7 2I1 grjvc CLE,i0 cA. f12.M. GD.250,458 �a�, 615,26216ES SECTION 071813 PEDESTRIAN TRAFFIC COATINGS PART1 GENERAL M 4 9 E SINCE 19III 1.01 SUMMARY A. Section includes: Provide a complete acrylic modified cementitious waterproof system for plywood surfaces that meet the requirements for specific use indicated in the contract documents. include all applicable substrate testing, surface preparation, and detail work. 1.02 RELATED SECTIONS A. Section 030000 — Concrete B. Section 050000 — Metals C. Section 060000 — Wood, Plastic, and Composites D. Section 080000 — Openings E. Section 090000 — Finishes F. Section 220000 — Plumbing 1.03 REFERENCES A. ICC ESR-2201. ALX over plywood meets ICC evaluation for Class A fire rating, durability, and wind resistance. B. ALX over plywood meets ASTM E119 for 1 hour fire test. C. ALX over plywood meets ASTM E108 for Class A fire rating. 1.04 SUBMITTALS A. Submit under provisions of Section 013300. B. Product Data: Submit manufacturer's product data sheets on each product and system to be used including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements. 3. installation methods. 4. Maintenance requirements. C. Selection Samples: For each system specified, provide two sets of samples and color charts representing manufacturer's full range of colors and patterns. 1.05 QUALITY ASSURANCE A. All materials used in the pedestrian traffic system shall be manufactured and provided by a single manufacturer to ensure compatibility and proper bonding. B. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the work of this section. C. Contractor shall have a minimum of 3 years experience installing pedestrian traffic coatings of this type which is required for this project and who is acceptable to the manufacturer. 1. Applicator shall designate a singe individual as project foreman who shall be on site at all times during installation. 2. Contractor must show and have QCA Qualified Contractor/Applicator paperwork from the manufacturer of the coating system, as required to obtain a long-term jobsite specific warranty. (171813 1 Ppripstrian Traffic rnatinns D. Convene a pre -application meeting before the start of application of coating system. Require attendance of parties directly affecting work of this section, including: Architect, contractor, applicator, and authorized representative of the coating system manufacturer and interfacing trades. Review the following: 1. Drawings and specifications affecting work of this section. 2. Protection of adjacent surfaces. 3. Surface preparation and substrate conditions. 4. Application. 5. Field quality control. 6. Protection of coating system. 7. Repair of coating system. 8. Coordination with other work. 1.06 DELiVERY, STORAGE & HANDLING A. Delivery: Materials shall be delivered to the job site in sealed, undamaged containers. Each container shall be clearly marked with manufacturer's label showing type of material, color, and lot number. B. Storage: Store all materials in a clean, dry place with a temperature range in accordance with manufacturer's instructions. C. Handling: Handle products carefully to avoid damage to the containers. Read all labels and Material Safety Data Sheets prior to use. 1.07 PROJECT SITE CONDITIONS A. Maintain environmental conditions (temperature and weather) within the limits recommended by the manufacturer. B. Schedule coating work to avoid rain and excessive dust and airborne contaminates. Protect work areas from moisture and excessive airborne contaminates during coating application. C. Before any work is started, the applicator shall examine all surfaces for any deficiencies. Should any deficiencies exist, the architect, owner or general contractor shall be notified in writing and any corrections necessary shall be made. 1.08 WARRANTY A. Upon completion of the work in this section provide a written warranty from the manufacturer against defect of materials for a period of 5 (five) years. To obtain project specific warranty the coating system applicator must be a Westcoat Qualified Contractor/ Applicator and apply for warranty. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable manufacturer: Westcoat Specialty Coatings; 770 Gateway Center Drive, San Diego, CA 92102. Telephone 800-250-4519. Fax 619-262-8606. Web Site: wvvw.westcoat.com. 2.02 MATERIALS A. As basis of design Westcoat ALX System (no substitutions will be accepted): Waterproof walking deck system that is reinforced with metal lath and installed with a series of three separate polymer -modified cementitious applications, and sealed with acrylic topcoat. 2.03 COMPONENTS A. ALX System: Waterproof walking deck system for use over plywood substrates, ICC ESR-2201. 1. Sheet Membrane: WP-40 Sheet Membrane 6 inch by 75 feet for plywood seams, or 36 inch by 75 feet for complete plywood coverage. 2. Metal Lath: WP-18 ALX Metal Lath 2.5 pounds per square yard hot dipped galvanized. 1171813 - 7 PPrIpctriAn Traffic: nrintinns 3. Staples: Minimum 1 inch crown by 5/8 inch long, 16 gauge non -corrosive Senco P10 or equal. 4. Base Coat: Combine one 50 pound bag of TC-1 Base Coat Cement, 1% gallons of WP-81 Cement Modifier, and up to 1 quart of water. Apply by trowel at 40 square feet per batch. 5. Slurry Coat: Combine one 50 pound bag of TC-1 Base Coat Cement, 1 gallon of WP-81 Cement Modifier, and up to % gallon of water. Apply by trowel at 100-150 square feet per batch. 6. Knock Down Texture Coat: Combine one 50 pound bag of TC-3 Medium Texture Cement, 1 gallon of WP-81 Cement Modifier, and up to % gallon of water. Apply by acoustical hopper gun to achieve a knock down texture at 150 to 200 square feet per batch. 7. Top Coat: Apply SC-10 Acrylic Topcoat in desired color at 125 square feet per gallon. B. Optional ALX Custom Finish: 1. ALX1Custom finish may be used instead of Knock Down Texture Coat for the ALX System. 2. Grout Coat: Combine one 50 pound bag of TC-5 Grout Texture Cement, or TC-2 Smooth Textured Cement combined with TC-40 Liquid Colorant of choice, into 1 gallon of WP-81 Cement Modifier, and up to % gallon of water. Apply at a rate of 150-200 square feet per gallon. 3. Optional Flagstone Pattern Installation: CA-50 Stone Strips applied to the grout coat in a simulated flagstone pattern. 4. Optional Tile Pattern: CA-60 Grout Tape applied to grout coat in a simulated tile pattern. 5. Texture Skip Trowel: Combine on 50 pound bag of TC-2 Smooth Textured Cement, or TC-5 Grout Texture Cement combined with TC-40 Liquid Colorant of choice (1-4 ounces), into 1 gallon of WP-81 Cement Modifier, and up to % gallon of water. Apply at a rate of 150-200 square feet per gallon. 6. Water -Based Stain: Apply SC-35X Water -Based Stain at 150-400 square feet per gallon. 7. Sealer: SC-70 Acrylic Lacquer Sealer applied by spraying, brushing, or rolling at a rate of 200-300 square feet per gallon. 2.04 ACCESSORIES A. Supplemental Materials: 1. Flashing shall be minimum 26 gauge bonderized sheet metal. 4 inch by 4 inch at wall to deck juncture and 4 inch by 2 inch drip edge at outside perimeter of deck. 2. Drains shall be one piece deck drains with flange such as, by Thunderbird Products. 3. Sealant shall be Westcoat WP-51 Polyurethane Sealant. PART 3 EXECUTION 3.01 EXAMINATION' A. Verification of conditions. 1. Inspect all surfaces to receive the pedestrian traffic system. Verify that surfaces are dry, clean, and free of contaminates that would prevent coating system from properly adhering to the surface. 2. Verify that substrates have % inch slope per linear foot. 3. Before starting work, report in writing to the owner any unsatisfactory conditions. 3.02 SURFACE PREPARATION A. General: 1. Prepare surfaces using methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. B. Plywood substrate: 1. Provide minimum 5/8 inch CDX exterior grade plywood. 2. Plywood shall have a maximum joist span of 16 inches. 3. Deflection should be less than L/360. 3.03 INSTALLATION' 3 - Peolpstrian Traffin rnatinns A. Install coatings in accordance with manufacturer's instructions. B. Mix all materials in accordance with manufacturer's instructions. C. Use application equipment, tools, and techniques in accordance with manufacturer's instructions. D. Uniformly apply coatings at spread rates and in number of coats to achieve specified coverage. E. Adhere to all limitations, instructions, and cautions for pedestrian coatings as stated in the manufacturer's published literature. 3.04 FIELD QUALITY CONTROL A. Verify coatings and other materials are as specified. B. Verify coverages and finish of the system as work progresses. C. Manufacturer's representative shall provide technical assistance and guidance for surface preparation and application of coating systems. 3.05 PROTECTION AND CLEAN-UP A. Installation areas must be kept free from traffic and other trades during the application procedure and cure time. B. Protect finished surfaces of coating system from damage during construction. C. Touch-up, repair or replace damaged coating system after substantial completion, D. Clean area and remove all debris upon completion of work. Dispose of empty containers properly according to current Local, State and Federal regulations, E. Allow material to cure 4 to 6 hours before light pedestrian traffic is permitted, 24 hours before heavy traffic and an additional 48 hours before heavy objects are placed on the surface, 3.06 MANTENANCE A. Contractor shall provide to owner, maintenance and cleaning instructions for the waterproof decking system upon completion of work. Owner is required to clean and maintain the surfaces to maintain manufacturer's warranty. END OF SECTION This guide specification has been prepared by Westcoat Specialty Coating Systems to assist design professionals in developing a project specific specification. This guide is a template that must be reviewed and adapted by specifiers to comply with project requirements. This guide specification is not to be copied directly into a project specification manual without review. n71'8.13 -.4 Pariastrian Traffic nnatiros, CANT. / 4 fe? SSK1 VL CON 4 i 2 3"0SCH 0 STEL PIP COL w/ LCC .25- .5 CAP 9 I I RAFT RS: TJf 210' YP. -4"' O.C. TYP. 10x30 (2) 2x1 ANT TEL CON RAFTE'S CANT, CANT 3"0 SCH 40 STEEL PIPE COL w/ 3/8" x BM WIDTH x 10" CAP PLATE w/ (2) Y2" o A325N BOLTS & 3/$"x8"x8" BASE PLATE w/ (4) 3'4"0 A.B. OR SET-XP 7" EMBED. GOF f F'TU DECK FRA I NG 'LA /4'. 0" BAR STORAGE ADDITION DELLA TERRA MOUNTAIN CHATEAU 3501 FALL RIVER ROAD ESTES PARK, COLORADO PROJECT NO. 214180 JANUARY 12, 2015. WEEKS & ASSOCIATES AT I O d C'' BII T E STRUCTURAL ENGONEERS 4730 SOUTH COLLEGE /201 FORT COLLINS, CO 80525 (PHONE (970) 225-2422 FAx (970) 225-2622 SSK2 GENERAL NOTES 1.0 PROJECT SCOPE: THESE STRUCTURAL DRAWINGS MAY BE USED TO CONSTRUCT ONLY DELTA TERRA MOUNTAIN CHATEAU BED AND BREAKFAST, ESTES PARK, COLORADO 2,0 BUILDING CODE: THIS DESIGN IS BASED ON THE INTERNAT00NAL BUILDING CODE (2009 EDITION). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE. 3.0 DESIGN LOADS: THIS STRUCTURE SHALL BE CLASSIFIED AS A RISK CATEGORY II STRUCTURE AS PER IBC TABLE 1604.5, A. DEAD LOADS SHALL BE IN ACCORDANCE WITH SECTION 1606 OF IBC. ROOF: 20 PSF FV._OOR: 35 PSF 4" EXT. WALL w/ STONE,'. 40 PSF B. LIVE LOADS SHALL BE IN ACCORDANCE WITH SECTION 1607 OF IBC. OCCUPANCY OR USE UNIFORM CORRIDORS AND LOBBIES: 100 PSF FLOORS:. 100 PSF PARTITION ALLOWANCE: 15 PSF FUTURE ASSEMBLY/PATIO DECK: 100 PSF C. SNP SHALL :E IN ACCORDANCE WITH " 608 OF IBC. GROUND ++ I •Rt IT " APTER 7 OF ASCE 7-05. UNBALANCED SNOW LOADS ARE APPLIED PER SECTION 7.6 OF ASCE 7-05. DRIFTING SNOW LOADS ON LOWER ROOFS ARE APPLIED PER SECTION 7„7 OF ASCE 7-05. DRIFTING SNOW LOADS AT ROOF PROJECTIONS ARE APPLIED PER SECTION 7.8 OF ASCE 7-05. GROUND SNOW: 55 PSF SNOW (MPORTANCE FACTOR: 1.0 FOR CAT, II THERMAL FACTOR: 1.0 SNOW EXPOSURE FACTOR: 1.0 D. WIND LOADS SHALL BE IN ACCORDANCE WITH CHAPTER 6 OF ASCE 7-05. VELOCITY [ULTIMATE]: 140 MPH VELOCITY [NOMINAL]. 108 MPH EXPOSURE: C RISK CATEGORY: CAT. 11 [CAT. III, CAT. IV] INTERNAL PRESSURE COEFFICIENT: +/-0.18 [ENCLOSED] LO 2.) 2 • BAR STORAGE ADDITION DELLA TERRA MOUNTAIN CHATEAU 3501 FALL RIVER ROAD ESTES PARK, COLORADO PROJECT NO. 214180 JANUARY 12, 2015 WEEKS & ASSOCIATES essocIETes STRUCTURAL. ENGINEERS 4730 SOUTH COLLEGE #20I FORT COLLINS, CO 80525 PHONE (970) 225-2422 FAx (970) 225-2522 D. WHERE REINFORCING BARS ARETO BE WELDED, THEY SHALL BEOF WELDABLE BARS CONFORMING 0 �� A�5. NO -N�NC OF REINFORCEMENT SHALL BE PERMITTED EXCEPT AS NOTED ON THE CONTRACT DOCUMEwT SPE. LICING STEEL SHALL BE, PLACED TO PROV|DE THE FOLLOWING WN|wUw CONCRETE COVER IN ACCORDANCE WITH AC| 315: SLAB -ON GROUND OR SLAB ON METAL DECK SLAB DEPTH CONCRETE CAST AGAINST GROUND 3_CLEAR CONCRETE FORMED Up UNDER GROUND l lh, CLEAR IF. B.. TENSION SPLICE, REBAR SPLICES SHALL BE A "C LASS ^~ u~�c� OFFSET SPLICE LOCATION FOR BARS IN ONE LAYER BY AJ LEAST ONE LAP' LENGTH, L WELDED WIRE MESH SHALL BE 5x6 W2.9 x W2Q (U.W.0.) CONFORMING TO ^GTW A185. MESH SMALL BE LAPPED WITH AT LEAST TWO CROSS 'WIRES OR ONE FULL SQUARE (iN�O.} PADS. SEE MECHANICAL DR��|mC� FOR PAD M. PROVIDE 5x� W2l r W3.1 WWF AS MINIMUM wL|m,VxC|mu IN MECHANICAL � SIZES, LOCATIONS AND PADS REQUIRING GREATER REINFORCING.REINFORCING BARS PROVIDED AS SPACERS �H[w mU |� ALL STIRRUPS SHALL HAVE A MINIMUM OF (2)-#4 HORIZONTAL | OTHER HORIZONTAL REINFORCING IS REQUIRED, D OTHER C�mCR[T[ INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO J. ALL REINFORCING BARS, ewC*Ow BOLTS *m PLACING CONCRETE. 4O WOOD A. FRAMING LUMBER SHALL BE STRESS GRADED HEM -FIR AS FOLLOWS: 10 JOISTS,BEAMS,COLUMNS - NO. 2 OR BETTER, 2D STUDS - LOAD BEARING AND EXTERIOR WALLS 2x5 NO. 2 CONSTRUCTION GRADE. 30 STUDS - INTERIOR NON -LOAD BEARING - 2v4 STANDARD GRADE, ^.O BLOCKING AND BRIDGING -'N0� 2. B. LAMINATED VENEER LUMBER /LVL) SHALL BE STRESS GRADED AS FOLLOWS: BENDING -250OPS|; TENSION PARALLEL TO GRAIN - 1555P5|; COMPRESSION PARALLEL TO GRAIN - 2510PS|/ HORIZONTAL SHEAR - 385pS|; COMPRESSION PERPENDICULAR TO GRAIN - 75oPQ� MODULUS OF ELASTICITY -lg08KS., LvL MEMBER SIZES ARE wE|� LUMBER SIZES ARE E NOMINAL. ^, / JOISTS SHALL BE AS MANUFACTURED BY TpU'S JOIST OR AN APPROVED SUBSTITUTE. | JOISTS SHALL BE DETAILED BY JOISTTHE SUPPLIER INCLUDING BRIDGING, BLOCKING AND WEB FILLER DETAILS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, ' ' '[ A6 MANUFACTURED /B'� S|�PS0N COmPANY� 'CONNEC TORS BY D. TIMBER CONNECTORS CALLED FOR ON THE DRAWINGS AR °..E` ~..... '��� |� fm~TO " RE- r THx+CO»-_OR |ED, ~'~ !NAILS AND �OLT8 � ALL WOOD AL WEER5 WITH COMMON NAILS ACCORDING TO THE BUILDING CODE UNLESS OTHERWISE NOTED. EXTERIOR WALLS AND WA|w CROSS -STUD PARTITIONS SHALL BE BRACED IN ACCORDANCE WITH IBC SECTION 2308.9.3. F � EATH|�� �|Tx 8d NAILS AT 6^ 0N CENTER fJ PANEL AND 12 ~ F. ROOF SHEATHING SHALL BE �^ CDX, NAIL R0O � .^. ,"c oon uw �cm.o" ,. '"� ''�`"� _ EXTERIOR_ -_ NAILED'~ -. .�._ ..". °� �^.0 co^ rn AT . WALL SHEATHING SHALL BE 7/16" SHEATHING RATED FOR �IL EmT~ ^ p,.` rDO.. ;^ ON NTER IN THE RELl u.N�, ON ~ BAR STORAGE ADDITION DELLA TERRA WOUmDwm CHATEAU 3501 FALL RIVER ROAD ESTES PARK, C0LOR4DO PROJECT NO 214180 JANUARY 12. 2015 WEEKS &ASSOCIATES BElSSoCX8TeS arpuoTunwLcws,wssRs 4730uwTH COLLEGE #201 Received Date Town of Estes Park Permit Number ...„13 Received By Commercial Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information (970) 577-3726 " FAX (970) 586-0249 m w.estes.a Communit Develo men Note: Use this form for Non-residential and Mixed -use Buildings Permit Expires Job Address; I Lot: Block: Subdivision: Owner Name: (1_) 4), I, Address: -) H (-) 1 Contractor: ‘2, (VV.) 7 :41 6.7 Parcel #: ) / A ^ N Lot Size: sf/ac Phone: I -7 _ "v- ) Town License #: /';`, Phone 7 Address: ",').0".; I, \ t (R, (17 7 1/ Email Address (REQUIRED): The Following Applies to New Work Only - Complete afl that appiy: 3New Existing Fire Alar 0 Yes El No Building Use(s): Existing: jr.a.LA.; Proposed: _`)-lo Alteration Existing Fire Suppression 0 Yes 0 No ElAddition New Fire Suppress1on ,AYes 0 No Sewer: 0 Estes Park Sanitation Of Upper Thompson Sanitation - Private Septc Requires Applicant to first go to the Health Department. Plumbing Involved: 3 No 0 Yes - State and Town Licenses Required Fixtures: 0 Add U Relocate 0 Replace 0 Demolish Water Service: 0 Existing E3 New # of Meters: Meter Size inches 42- Electric involved: 0 No Yes - State & Fawn License Required State Permit and Inspection Required. Service: EI, Existing 0 New ET Overhead 0 Underground, 0 New Sprinkler System Line # of Meters: ; Meter Size: amps, Temp Meter0 No 0 Yes Phase Volts Type of Heat: t: Gas Electric Building Height 4 Floors O Furnace 0 Boiler Type: Basement (sf) 1.` Floor (sf) Fin Fin Unfin Unfin Fuel Gas Involved: 3 No 0 Yes - Qualifications and System Sizing Required. II Natural Gas 0 LPG 4 of Gas Appliances / Outlets:. 2" Floor (sf) Garage / Carport (sf) Fin Attached Unfin Detached ) Job Description: Lc ).) 11,)( 42 r..")), 1<-2 Total Valuations QLabor & Materials) $ Porch w/ Roof Deck w/o Roof (sf) (sf) 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 web 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. a -Contractor 13 Owner 0 Owner's Agent 0 Tenant Date 5 Print Name Signatu Job Description: iY7c An7 7»13 ta: c Apptia81 Occupant Load(s): 70. e: Variances (attached): Budding Official Date 5 \\Server11:3\buildingdepfforins\App17tiorls\Building\Cominercial BLi d lug permittCommercial Building P-r it 2.0) Type of Const. Y-1.5 Office Use On y Department Occupancy Class(es)1 Public Works Floodioad(s): Root Load.,. /) (I); 46 (lc: Planning Fire Alarm System Fire 5ppresvon System Front f 0 Side ' Rear Hazards Geo Wit dfire River Water Light & Power Budding Plan Review County Tax Cert. ot Occupancy Other 71 Total Approved Disapproved APPROVED.doe Revised 4/11/2012 - KT Town of Estes Park Mail - Della Terra, 1.1C. B-99.43 (Storage Area) a... littps,//rnall.goolzle,conalmaillu/0/?ul-2&ik=8d5aead213&vie‘s.,—pt&se,.. r ; Charlie Phillips <cphillips@es es.org> Della Terra, LLC B-9943 (Storage Area) and B-9944 (Bar/Lounge Area) 1 message Marc Robinson <mrobinson@estesvalleyfirexyg> Mon, Jan 19, 2015 at 1112 AM To: Will Birchfield <wbirchfield@estes.org>, Charlie Phillips <cphillips@estes,org>, "ctraufield@estes.org" <ctraufield@estes.org>, "damelang1@yahoo,com" <damelangl@yahoo,com> Please see attached FD review letter The Fire District approves the issuance of building permits B-9943 (Storage Area) and B-9944 (Bar/Lounge Area) Thank you and have a great day. Marc W. Robinson Fire Marshal Estes Valley Fire Protection District 901 N. Saint Vrairt Avenue Estes Park, Co 80517 Direct 970,577,3689 rnrobinson i'.,pestesvalleyfire,org — Della Terra Storage Addistion and Bar TI (building Review Permit B-9943 -9944 ) 1.19.15.pdf 214K 1 of 1 II/19/20154:19 PM Town of Estes Park Mail - Addenduins for Permit 013-9943 Imps:I/mat /?tii=28zik-8d5azad2f58zview=pt&se... Charlie Philips <cphilips@es es.drg> Addendums for Permit #B-9943 3 messages Sandy Garcia <sandy©dellaterramountainchateau.com> Wed, Feb 4, 2015 at 3:23 PM To: cphillips@estes.org Hi Charlie, We had 3 addendums (on 8-1/2 x 11 paper) that we submitted for Permit #B-9943, but none of them were in our permit packet that we picked up. Can you follow up on these and let me know if we need to pick up stamped copies to add to our permit packet. Thanks, Sandy Della Terra Mountain Chateau 3501 Fall River Rd. Estes Park, CO 80517 (9(0) 586-2501 Cell: (970) 566-4434 Charlie Philips <cphillips@estes,org> Wed, Feb 4, 2015 at 3:40 PM To: Sandy Garcia <sandy@dellaterramountainchateau.com> Hi Sandy, Please let me know what what in particular you are missing and I will make sure copies are prepared for he field set. Thanks, Charlie [Quoted text hidden] Charlie Phillips Senior Building Permit Technician Division of Building Safety 970-577-3728 ophillipsAestes:org Sandy Garcia <sandy@deliaterramountainchateau.com> To: Charlie Phillips <cphillips@estes.org> I am missing addendum 1, which is a "Detail at existing wall where joists meet existing building'', addendum 2, which is a "Detail of steel posts and beams for 1 hour fire rating", and addendum 3, which shows our typical wall assemblies, Thanks, Sandy Della Terra Mountain Chateau .3.501 Fall Rlver Rd Wed, Feb 4, 2015 at 4:31 PM 1 of 2 2/4/2015 5:06 PM SSK1 1").. (4)- 1 /3'' LAcs E)°,. H'.'.'')E MUST BE N 0 IEHN 'T E. R OF S I' u D i (3).-5/8'4, THRu BOLTS. CI_ Kt...TS OM OUTS DE )Cc.,;/.... OF ANGLE & 2ji" FROM END OF"' BEAM 4 * 4 E,,i.'\„(/42) 5:ADE „. VARIES MUST BE Ct. OF" STUD L. (E.) 6i 5t"' DELL„A TERRA ESTES PARK CO PRGJEC T. No. 2 1. 4 1 80 1) OB E k ,30 0 1 4 WEEKS & ASSOCATES TUTIL rNl1:. Fa 0'30 SOu T, COU.,LCE (201 FART COL L oNS.. CO 80'52 PH,DNE (970) 225- 2422 FAx (970). '225- '2622 0,7!) November 10, 2014 Delia Terra Re Excavation Della Terra 3501 Fall River Road Estes Park, Colorado Project No. 214180 Gentlemen: A representative of Weeks & Associates observed the excavations tor the additions to the referenced site. Observations indicate tne soil exposed in the excavation is decomposed granite and is sirnilar to that assumed in the design of the foundation„ if WL•ca...bE of further assistance please contact us,. Sncerely, Wes & Associates, Inc'. / " Gary G. Weeks•, P,E, Structural Engineer x,24 1,212 t." EsTE,23 CC) ,s4 WEEKS & A.SSOCIATES a EMS ocietTes STPUtrruNA,.. f.Nnm.CE•14,5: SSK3 - ;;;80C. / C PS 6 B4ES E X TEND THIS FEOST DOWN: TO SLAG.. USE S NIP SON. AB U88 BASE W/ ( 2)-5./8EPDXY 6- EMBED.. A ISA, 2 6 D G E. [ST 0;if,r; CR E:WS •i'j 6' 0 RFD% ESTT ,EMGZ . WEEKS 3 .A SSOCATES • assoczetTes Ct, r. N. EERS y,:i27':4 2,25 2:4 2 9 "2 r2, 2 25:- .2..€;•:22