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HomeMy WebLinkAboutAPPROVED 8153.2 ✓ ���-' 4,'? �..,ram ,T��u� -�� `�,� � e � �M �r.r��_�� �,: -23 a e T E SCIS Home `,, Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search -�r3�iC� Product Approval pr USER:Public User Product Rprroval Menu>Product or Application Search>Appilcation List Search Criteria Refine Search Code Version 2020 FL# 8153.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A plications FL# I Type Manufacturer Validated By Status FL8153- €Revision Shwinco Architectural Products,LLC T i National Accreditation&Management Approved R10 FL#: FL8153.2 Institute * j History Model: Series 9000 Single Hung Window(Non-HVHZ) {(804) 684-5124 (Impact) j Description: Series 9000 Single Hung Window(Non- j j HVHZ)(Impact) j Category:Windows i Subcategory: Single Hung { *Approved by DBPR.Approvals by DBPR shalt be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee rL 323g9 Phone:850-487-1824 The State of Florida is an AAJE90 employer.Copes ht 2007-2013 State of Florida.::Privacy Statement::Accessibtli_y Statement::Refund Statement Under Florida law,emait addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity,instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Department with an email address tf they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card safe b BCIS Home Lug In Uer RegistrationHot Topics Submit Surcharge ( 5tets 11 FactsPublications Contact Us BC1S Site Map Links '. Search �) x Product Approval USER:Public User 5 Product Approval Menu>Product or Appilcation Search>Apgliration List>Application Detail WIN . >' ::' FL# FL8153 R10 `-` Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR,Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco,cam Authorized Signature Keith Schneider engineering@shwinco.com Technical Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) SSG-1000 engineering@shwinco,com Quality Assurance Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I,S.2/A440 2008 ASTM E1886 2012 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8153_R10_Equiv Equivalency Letter FL8153 SS 2020-12-07.pdf Product Approval Method Method 1 Option A Date Submitted 12/05/2020 Date Validated 12/16/2020 Date Pending FBC Approval Date Approved 12/18/2020 Summary of Products FL# Model,Number or Name Description 8153.1 Series 9000 Single Hung Window Series 9000 Single Hung Window(HVHZ)(Impact) (HVHZ)(Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8153 RIO C CAC NI011578.01-R2.pdf Approved for use outside HVHZ:Yes i FL8153 RIO C CAC NI01157%03-R3.pdf Impact Resistant:Yes FL8153 RIO C CAC NI011578-R2.pdf Design Pressure: N/A FL8153 R10 C CAC NI013164-R4.pdf Other:See Installation Instructions and Evaluation Report for Quality Assurance Contract Expiration Date allowable design pressures,sizes, installation requirements and 12/31/2024 limits of use. Installation Instructions FL8153 RIO II SWD053 SS 2020-12-04.pdf { Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL8153 RIO AE PER7182 SS 2020-12-07.pdf Great depeadeat.-T i. Yes 8153.2 Series 9000 Single Hung Window Series 9000 Single Hung Window(Nan-HVHZ)(Impact) (Non-HVHZ)(Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8153 R10 C CAC NI006735.03.pdf Approved for use outside HVHZ:Yes FL8153 R10 C CAC NI006735.04,{1df Impact Resistant:Yes FL8153 R10 C CAC NI011578,03-R3.pdf Design Pressure: N/A FL8153 R10 C CAC NI013164-R4.pdf Other: See Installation Instructions and Evaluation Report for Quality Assurance Contract Expiration Date allowable design pressures,sizes, installation requirements and 12/31/2024 limits of use. Installation Instructions FL8153 R10 II SWD054 SS 2020-12-16.pdf E Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party:Yes i Evaluation Reports FL8153 R10 AE PER7183 SS 2020-12-07.pdf Created by Independent Third Party:Yes �nack h€Qxl: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4B7-1824 The State of Flarida is an AA/EEi7 employer.C;2 right 2007-2413 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.5.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: Credit Card Safe SHWINCO ARCHITECTURAL PRODUCTS, LLC INSTALLATION NOTES: SERIES 9000 SINGLE HUNG WINDOW 1111e[S"rvlms W ay l Oo[hon,A136303 1. ONE h {NON-�""fVHZ1(1MPA CT) )INSTALLATION ANCHOR IS REQUIRED A7 EACH ANCHOR LOCATION SHOWN, 111 ��1 PH:k33415561000 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF (ID ANCHORS TO BE USED FOR PRODUCT INSTALLATION. _ Li m GENERAL NOTES: x W 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATDLERANCE OF±1/2 INCH TABLE OF CONTENTS L. a 4 m^ OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT I. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND �U' [Z.. ¢m u$S CONSIDERATION OF TOLERANCES}.TOLERANCES ARE NOT CUMULATIVE FROM ONE MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA SHEET SHEET DESCRIPTION Z : Lrs z a INSTALLATION ANCHOR 70 THE NEXT. BUILDING CODE{FBC},EXCLUDING HVHZ AND HAS BEEN r7 C3 N CE^ Z s s J $ EVALUATED ACCORDING TO THE FOLLOWING: 1 INSTALLATION,GENERAL NOTES&GLAZING DETAIL c, 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). AAMA/WDMAfCSA 107f1.5.2/A440-08 MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/41NCH.SHIM WHERE SPACE OF 1/16 . ASTM E 1996-12 2 ELEVATION&ANCHOR LAYOUT 2 a r } m m INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ASTM E 1986-12 '� z O PLASTIC OR BETTER. 3 ELEVATION&ANCHOR LAYOUT Z _Z m a 2. ADEQUACYOFTHEEXISTINGSTRUCTURAL 4 VERTICAL&HORIZONTAL SECTIONS-NAIL FIN U , 5. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAIL FIN THROUGH CONCRETE/MASONRY AND ZX FRAMING AS A MAIN WIND ILI FINS WITH SUFFICIENT LENGTH TO ACHIEVE 21NCH MINIMUM EMBEDMENT INTO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 5 VERTICAL&HORIZONTAL SECTIONS-CUP a WOOD SUBSTRATE OR#8 PAN HEAD WOOD SCREWS THROUGH FINS WITH AND TRANSFERRING APPLIED PRODUCT LOADS TO THE a SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD 6 VERTICAL&HORIZONTAL SECTIONS-THROUGH FRAME ~ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR REMARKS BY DATE SUBSTRATE. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 7 COMPONENTS&BILL OF MATERIALS 6. FOR FIN INSTALLATION INTO METAL SUBSTRATE,USE RS TEK SCREW OF SUFFICIENT 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND LENGTH TO ACHI EVE MINIMUM EMBEDMENT OF 3 THREADS PENETRATION ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN PRESSURE RATING BEYOND METAL WALL. STRUCTURE.BUCK DESIGN AND INSTALLATION 5 THE MISSILE IMPACT RECORD FOR P THE ENGINEERTOFIN TAL ATION. CTDF SIZE DESIGN PRESSURE GLAZING SILL RISER 7, FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING USE tt10 WOOD RECORD FOR THE PROJECT Of INSTALLATION. RATING ep alu,i x SCREW INSTALLATION THROUGH CLIP WITH SUFFICIENT LENGTH TO ACHIEVE a 112 nxemnr xorBzr erncrw[coxouiousroAaSPeciic INCH MlNiMUM EMBEDMENT INTO WOOD SUBSTRATE, q, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 53"X 74" +70/-110 PSF A 1.S" �.ie snEmxortwxs lAl�as�ro hinilnnucirrsEof z GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR rf°xc een"-sc ogensxnu Pxe�.xrsmesPea 8. FOR FLANGE AND CLIP INSTALLATION INTO METAL SUBSTRATE,USE 010 TEK SCREW 53"X 74" +100/-100 PSF A 231" igitally sign id F Narero A SPECIFIC SITE.3F SITE CONDl710NS CAUSE INSTALLATION OF SUFFICIENT LENGTH TO MEACHIEVE MINIMUM EMBEDMENT OF 3 THREADS 7O DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, WIND ZONE I 4LQA'I FVPf� z easnn I� 'n IhiEJ cumem PENETRATION BEYOND METAL WALL. MISSILE LEVEL D � A LICENSED ENGINEER DR ARCHITECT SHALL PREPARE SITE 9. FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK 70 CONCRETE/MASONRY, SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 53"X 96" +601-70 PSF El 1.5" a,�`A8�! OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/161NCH DIAMETER ITW TAPCON 5, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED :��,•�'.S, �O OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. ON THIS PRODUCT IN AREAS REQUIRING IMPACT 53"%96" +SOJ-50 PSF A 1.5" RESISTANCE IN WIND ZONE 4 OR LESS. * 7 s 10, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING -13 5 O� BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 6. WINDOW FRAME MATERIAL:VINYL IPVC} y 1.00"0-A,INSULATED GLASS 1,00"O.A.INSULATED GLASS ipeC - d lob 11, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST RE MADE OF 7. GLASS MEETS ASTM E 1300 G1.455 CHART REQUIREMENTS. CONSISTING OF: CONSISTING OF: CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SEE SHEET I FOR GLAZING DETAIL 3116"ANNEALED GLASS, 1/8"ANNEALED GLASS, 1/2"AIR SPACE, 1/2"AIR SPACE, 1Z, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION S. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: 0.125"ANNEALED GLASS, 0.125"ANNEALED GLASS, Rt1RGFS i7M b,PS. ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE X: OPERABLE PANEL R-A P.E xa 7snB S Of BLOCK OR EDGE OF MORTAR JOINT 3N70 FACE SHELL OF BLOCK- 0.090'SAFLEX PVB 0.090"SAFLEX PVB IIA o BRo S.NC 0: FIXED PANEL ",C.Onllu,au4R e6w. zrB 10 INTEflLAYER BY EASTMAN, 10 INTERLAYER 8Y EASTMrAN, oAvu Guar,R asoo+ a 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 0.125"ANNEALED GLASS 0.125"ANNEALED GLASS EaPe cEcs.M AunwwzAnoB N.msle MANUFACTURER'S INSTALIATIONINSTRUCTI0N5,AND ANCHORS SHALL NOT BE INTERIOR INTERIOR F`" Fl.g�.53 USED 1N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 0.875"GLASS / 0.875"GLASS SPECIFIED BY THE ANCHOR MANUFACTURER. SITE ! SITE -4 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON NOTE: J 16 O 16 DATE: d9.26.2020 � SUBS K.TRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 1.ALL GLAZING MEETS GLAZING REQUIREMENTS DWG.BY: CHK 8Y: o A. WOOD-MINIMUM SPECi FIC GRAVITY OF 3.55. AS PER CH 24 OF THE FBC. 17 17 I .I i B, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000PSI. 2. SETTING BLOCK DUROMETER HARDNESS 0;70-90 EXTERIOR O EXTERIOR O NUS HFN R C. GROUT-FILLED CMO-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH (SHORE Al AS REFERENCED IN CHAPTER 24. 19 19 SCALE: NTS MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUTDONFORMSTO 3. SETTING BLOCKS TO BE LOCATED AT 114 SPAN LENGTH ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. FOR GLASS WIDER THAN 36"AS PER CHAPTER 24, GLAZING DETAIL GLAZING DETAIL B DWG.#: SWD054 D. HOLLOWBLOCKCMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH 4. D.L.O.MAY NOT EXCEED MAX DIMENSIONS SHOWN IN 2 MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. ELEVATIONS. SHEc'-f p E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS 9 OF 47.8 MtL5.(19 GUAGE} F. ALUMINUM-ALLOY SHALL BE 6063-T5 OR EQUIVALENT.MINIMUM(0.090") WALLTHICKNESS GF 7 rr+ FrJ 0 53.00"MAX UNIT WIDTH a 49.675"MAX SASH WIDTH 48.25"MAX 1711cE 5eklusww T—D.L.O WIDTHoan+",AL 3E3C3 8"MAX,O.C.00-- IE.� _ 3,50"MAX.FROM 6.5"MAX.O.C.O.C.—� 3.50"MAX.FROM CORNER TYP, CORNER TYP. PhI:I334I 55E30W C F J E 4 5 6 I S r Li 1 Z M 10 KOP Fi / Hor K J—... / W ¢ W 32.5" 6 5 /� 5 6 �0 Z = QuimS D.L.O. Dorf. „O„ D ,�O„ "6"MAX. „D„ q N a Li x' 4 9 '7°MAX. O.C. q Z c s s 74° HEIGHT 4 O.L. q cil o MAX, MMAX O,C.SPACNG MAY m UNIT RE 3NCRE ED TO II"O.C, Ef INCREASEDTO II"O.G W Q 4 r HEIGa HT G OPF. G FOR MAK.WIND LOAM OF FOfl MAX.WIND IARDS GF 36.25" 32.5" S 5 ]CCrsroRLEss �� CJ ]oaFSFORL�ss a MAX. MAX. SASH D.l»O. i:�2 ,��� 9HEIGHT HEIGHT �CORNERSTYP.OM CORN RSTYP.350"MAX. OM r REMARKS BY DATE A E ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ` CLIP OR FLANGE/THROUGH FRAME CLIP OR FLANGE/THROUGH FRAME " °"E N�NNxE p +70/-110 PSF OR+100/-100 PSFI uS UG AEfIf aRUAL WuoI=wNs=M.RfPF uusE INSIaNnT10N=D Dfvw=F +70/-110 PSF OR+100/-100 PSF +70/-110 PSF OR+100/-100 PSF E A�IRE�EHs°ETRILEPNEAEw,a—N°EN 3 FFNGIN[EA PA PR(l<NLR SHOLLARf1 ANE 9YECIFIC WOOD AND METAL SUBSTRATES CONCRETE AND MASONRY SUBSTRATESr"'°°" "' li N .7 7 8"MAX.O.C.^-- I 4"MAX.FROM "D ' S A OF = Cr CORNER TYP. 5 � wo xCRGts►inaREhd rE AMDA F.E.No 75775 BDRMNC DRP ING 4 B"MAX. 390 E.➢ANIA EEAGI 6LYo. 33B O.C- F9pE G",of WRND.RF}MON W,2451E FL#: FL8153 DATE: 09.26.2020 4"MAX.FROM DWG.BY: CHK.BY: CORNERS TYP. NUS HFN SCALE: NTS ANCHOR LAYOUT DwG.#: SWD054 NAIL FIN SHEET +70/-110 PSF OR+100/-100 PSF WOOD AND METAL SUBSTRATES oF7 53.00"MAX UNIT WIDTH 50"MAX SASH WIDTH " 375"1 . MAX O.C. R. 10.5"MAX.O.C.FOR MAX.FROM b 49"MAX D.L.O WIDTH 3.50"MAX.FROM 3.SP" F FLANGE FRAME 20.5" LANGE FRAME 20.5" C F 1 MAX.O.C.FOR CLIP T CORNERTYP. MAX.O.C.FOR CLIP T CORNER w r.;t>,.rar:,:-vo';rCa vuec seHl e:wY Dothan,AL 36303 KOP H � �� PH:133a1556-100a 43.875" 9.5"MAX. 3"MAX. CD u 6 5 5 6 O.C.FOR O.C.FOR O x S z M D.L.O. fl4PP "O" 4 FLANGE/FRAME "O" FLANGE/FRAME U HEIGHT g 12.5"MAX.O.C. 10.5"MAX.O.C. Lu 4 FOR CLIP FOR CLIP C7 = c�' 5 n rzq Q N a ED MAX. HEIGHT co $ h J W p j�a i 47.53" 43.75" G5PP 5 Z w Co MAX. MAX. SASH A.L.O. G .. TYP. HEIGHT HEIGHT / 3.50"MAX.FROM CORNER57YFR P.OM 1- 9 / / CORNERS REMARKS BY DATE A I E 4 fi ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT p CLIP OR FLANGE/THROUGH FRAME CLIP OR FLANGE/THROUGH FRAME N" NmAF„e n �A wool„o ,o A PE IF, +50/-50 PSF OR+60/-70 PSF +50/-50 PSF OR+60/-70 PSF +50/-50 PSF OR+60/70 PSF NrE,ASITELONWrIONSA°,E"nnuArl➢N,°oFv3A ruoFn rNE pEnwRfMExn oETalEo N(RCu,n ur�useo GIUEER OA F I S—PREPARE SITE SPECIFIC WOOD AND METAL SUBSTRATES CONCRETE AND MASONRY SUBSTRATES °°°'" atN ,,`�ttttt unrrr�'' 8"MAX.9.C.--�I � I 4"MAX.FROM CORNERTYP. rN� •• ��s ~ N .77 S A OF tu 8"MAX. o. i'Q< O ko : U✓ s O.C. fi FmU 0 No JS]Jp eWl➢al,E.➢ g PAOPS.INC NapM r pLYG�133p '4 ➢ANIEACii.R] y FdP6 CFAI.OFF EI D iIUTNOUZATWN N 3957p FL#: § „K, FL8153 DATE: 09.26,2020 $ 4"MAX.FROM DWG.BY: CHK.ay:: �CORNERS7YP. NUS HFN SCALE: NTS ANCHOR LAYOUTT }` DWG.#: SWD054 NAIL FIN SHEET +50/-50 PSF MAX. j WOOD AND METAL SUBSTRATES OF SHEATHING BY 1 1/2"MIN. MIN.3/4 OTHERS EMBEDMENT " _ � :en FLASHING EDGE DISTANCE BY OTHERS 5d ROOFING NAIL w; ;4D 00 a SEALANT BEHIND INSTALLAT€ON ANCHOR 1/4"MAK- METAL FRAMING FIN BY OTHERS SHIM SPACE T BY OTHERS,SEE INSTALLATION 17iulSc.1111W�y / T 2X WOOD FRAME EXTERIOR FINISH BY OTHERS NOTE 12.E&12.F,SHT.1 pN�aaa�sssa000 BY OTHERS 1 #8 TEK SCREW Lj PERIMETER CAULK 5 Z INTERIOR z a m BY OTHERS I — MIN.3 THREADS 6 x H 1 PENETRATION V W BEYOND METAL a V — F/J n N OLL L7 mm�P,� a x z s= 1 1 1/4"MAX. oZa oz n-ga-.. SHIM SPACE x = O.A.WINDOW 1➢ `� m ti 3/4"MIN. W O ¢ HEIGHT EDGE DISTANCE Z n 14 SEE GLAZING EXTERIOR FINISH SEE GLAZING DETAIL 10 BY OTHERS C DETAIL J EXTERIOR INTERIOR PERIMETERSEALANT— SHEATHING BY EXTERIOR BY OTHERS OTHERS REMARKS BY GATE SEALANT BEHIND FIN C VERTICAL SECTION O.A.WINDOW BY OTHERS WIDTH HEAD- NNEL/N FRAME HORIZONTAL SECTION AD-Z NEL OD FIN ❑ -11 — 4N A Fr aooE lerl,n: 4 nE 4 PT.EEEN L oNPltl JAMB-METAL STUDS rvo�rN orvs FOxFSF[Gp SfFE 4F S4T£[PNPRIPNSU"SE 10.'S'E4LLPTIPNTo ofvutE J-CHANNEL/NAIL FIN xaFntnEatnumEFneF.rtsoETnlEEn nEEE4N.nuurvseo •LL 9REOieE SISE 54ECIFIC m[u t5F IF n EXTERIOR INTERIOR ``,t�tttttJrrlj�� SEE GLAZING =" DETAIL B �'�,\•� S•••.'S>©i 1/4"MAX. N .7 7 O.A.WINDOW 10 S SHIM SPACE ^ ' ' HEIGHT q SA OF rrt 9 1A B 12 3/4"MIN.EDGE 441 DISTANCE EXTERIOR INTERIOR .(� O IDQ:• �=` PERIMETER SEALANT F BY OTHERS 10 ��caGHF�na�d3 r`E rLo D�P.E uo�anE BUIlWNF PEpes,INc 5 13 ` 11 ao-e E.nail~BEAM E1vn.f aye EXTERIOR FINISH o-uux ' *10n* n BY OTHERS � PEPL VM.of AUTNMMAA N N..29573 p SEALANT BEHIND 2X WOOD FRAME FL Jl. FIN BY OTHERS BY OTHERS 10 F LS 15 3 SHEATHING BY #8 WOOD SCREW SEE GLAZING DATE: 09.2E.2020 OTHERS INSTALLATION DETAIL DWN G.BY: :HK.BY: a 1 1/2"MIN. ANCHOR IJS H FN EMBEDMENT B VERTICAL SECTION SCALE: NT1�S C VERTICAL SECTION 3 MEETING RAIL DW C G•N: 3WVO34 A SHEET 4 SILL-2X WOOD FRAME J-CHANNEL/NAIL FIN OF7 a 1 a'Max. p SH1M SPACE r.A z> 11/211 MIN. �.• SHEATHING BY 3/4"MIN.EDGE a OTHERS DISTANCE EMBEDMENT FLASHING xn let seNlrces way BY OTHERS 410 PAN HEAD WOOD SCREW 18 Dutha AL36303 INSTALLATION ANCHOR INTERIOR 3/4"M1N,EDGE aNl laaa�sssa000 EXTERIOR FINISH SEE GLAZING 18 DISTANCE BY OTHERS 2X WOOD FRAME 0 DETAIL BY OTHERS o z PERIMETER CAULK `.':ii:, �� n- F=G BY OTHERS tt10 PAN HEAD WOOD SCREW U """' INSTALLATION ANCHOR ¢ 1 a Q ^m S M (70 �� C7 m9am3 ❑ 2X W000 FRAME o 2 x j 1/4:: 1E M -------- BY OTHERS u. SHIM SPACE --- '•::::::.. 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