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HomeMy WebLinkAboutProduct Approval BCIS Home j Log In j User Registration Hot Topic j Submit Surcharge Stats&Facts i Publications j FOC Staff BCIS Site Map i Links Search ; ) Product Approval USER:Public User product Approval Ftenu>Product or Application Search>Application Lis[>Application Detail 4' FL# FL16812 R2 Application Type Revi ' Code Version 2014 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 l..._ Product Manufacturer Pella Corporation R- -�VE5 Address/Phone/Email 102 Main St. Pella,IA 50219 SEP 12 2016 (641)621-6096 pellaproductapproval@pella.com PEROTTiI.,; Authorized Signature TROY FARR St. Lucio tbfarr@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 P]Bortscheller@pelia.com Category Windows Subcategory ingle Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E.Lunn,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/09/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/17/2016 Summary of Products FL# Model,Number or Name Description 16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R2 C CAC CCL 411-H-1462.06 .07.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/06/2021 Design Pressure: +35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R2 11 Drawing 1867.1)df ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R2 AE Drawinq 1867.odf Created by Independent Third Party:Yes 16812.2 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced stiles&rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R2 C CAC CCL 411-H-1462.08 .09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/06/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R2 II Drawing 1867.odf ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R2 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812'.3 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R2 C CAC CCL 411-H-1462.14 .15.odf Approved for u . VHZ:Yes Quality Assurance Contract Expiration Date Impact Resi nt.No 08/13/2021 Design Pressu :+50/-50 Installation Instructions Other:Configuration g ass shall conform to the current FL16812.R2 II Drawing 1867.1)df ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R2 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R2 C CAC CCL 411-H-1462.16 .17.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R2 II Drawing 1867.odf ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R2 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.5 250 Series Single Hung Window 72 1/2"x 63"vinyl non-impact double window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R2 C CAC CCL 411-H-1462.00 .01.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/14/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R2 II Drawing 1867.0f ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R2 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.6 250 Series Single Hung Window unA.N GT: cw:cxm Mr*. i. ALL TERI L SH SMILED.DE W ACCORDANCE FIRM WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TQ FOR MAX, FRAME.' WIDTH, $EE. _3 FOR MAX. FRAME WIDTH, SEE RASE MATEAAk StI3.t BE BEYOND WADI FTtIGH OR STUCCO. --""-' .,-,_..._ IL OPENINGS,DUCKING A FX,IM14G FASTFNCRS MUST AE PROPERLY DESIGNED&INSTALLED TO IRANSFtR NOTE BELOW Al � NOTE BELOW � T.Te OTAtill' WEND LOADS TO THE STRUCTURE. 4 3. THESE TION-IMPACT RATED PRODUCT INSEALLAT(ONS ARE RI ACCORDANCE MIN AVD MEET THE REOUIREMENIS OF THE FLORIDA BUILDING COOL .A_-_—AAAA•---•'—�.---=...-_ .__.._...._....._......._.....„.,„._..._...._,........_......._AAAA._.__..._ A ALL ANCHORS Isfeu ROTC PRODiJCT FR4MES TO PRLSSUNE TREATED BUCKS OR WO00 FAAMSNG SHALL --"'----._,•�-...-,^-•-•—_._AAAA,,,_'=`..�.... RE CAPABLE.OF RMGTDIO CORROSION CALLSEO BY THE PRESSURE TREATING CNDWAL1 ,IN 711E WOOD. ._.. 6” S. MATERIALS,INCIMOING OUR NOT UAITED 10 STEEL SCREWS,THAT COME IMTTO CONACT WITH OIHER DISSMtAi MATERMS SHALL BEET INE.REOUIREUENTS OF FLORIDA BUILDING CODE CHAPTER 20. !/ 6. TO THE REST OF OUR KH(MEDGE,THE PRODUCE SHOWN HEAEIN IS CERTIFIED&OUAUIY ASSURED FIN FASTENER WTTHIN 2"-----.- OY A FLORIDA STATE APPRM CCRAFKATION/OA ENITIY&StktL BE LABELED IN ACCORDANCE WITH THE OF CORNERS 8c A 1/2- FRAME SCREWS WHERE $H01'!N�-- FOC AND THC FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL RESULATION SPECFCAITONS. PRODUCT ASSEMBLY 15 NOT PART OF THIS DRAWING KID SIAl.i BE IN ACCORDANCE WIDi THE MAX. Q.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR MUIUFAGTURER'S ODAUTY ASSURANCE SPECIFICATONS&TESTING REPORTS REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS 7. CERTIFICATION OF THESE PROOLTCT INSTALLATIONS SHALL OF CONSIDEFEO VOID IF ANY OF THE PRESSURE IS OVER •E/-35 SHEET FOR RE:QUIRENENTS, V. FOLLOWWG APPLY: i)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLKARLE LOCAL Cl • PST; i)° MAX. Q.C. WHEN � :7 (NOTE THAT WHEN JOB ATALOSNG DEPARIMCNT. 2)PROOUCt F INSTALLED BY ANYONE OTHER TLLAN A UCEHSED CONTFACTOR ± E%PEIMIENCE0%T1H I47MtATIDNS OF THIS TYPE OF PRODUCT, 3)IF CHANGES HAVE OCCURRED TO THE JOB REQUIRED DESIGN r<'i 3 REQUIRED DESIGN PRESSURE IS PRODU S CERTIFICATION ENNTYS CERTIFICATE THAT CAUSE THESE IN5TKSATIMS TO BE INCORRECT OR •F w OICONSESTENT WITH WHAT HAS BEEN TESTED, PRESSURE IS /_-3$ P$F OVER +/-35 A FRAME FILLER B. T11E LEAST DESIGN PRESSURE SPECIFIED EITHER W HHG DRAWWNG OR IN THE PRODUCTS CERTRICATION OR LESS. SEE FRAMEMUST BE USED AT EACH FRAME SHALL CONTROL FOR THE WALLED PRODUCT- ANCHOR REQUIREMENTS z SCREW, SEE SHEEF 5 FOR G_THESE ORAVANOS CEIOIFY THE PRODUCT INSTALLATION ONLY, WATER PROOFING OF THE INSTALLED TABLE" ON THIS SHEET U' PART DETAIL) PRODOCT IS NOT PART OF DBS WSTAUA1011 CERTIMAIION. THAT RCSPONT;jUORY SHALL BE THAT OF THE •2' VS MANUFACTURER&/OR INSTNIER. FOR REQUIREMENIS. •.".'" L �� _.................._......,.,,.. __ AAAA_ AAAA.._ _. _ L, _ _..._._........ .. ._._ N5TALIARDN EYACWTION G&5EL Ott APPUCABLE KIpiON STANMADS ANOl01M NFFpRVATKltt&RCJULTS T, #. "AC 8 FROM MPJCARLE TEST REPORIS. THE FLORIDA BUILDING CODE VER54ON CNL"DAOAD PATI INE CLUSTER FIN FASTENERS AT N L EVALUATION WAS THOR IN FORCE AT THE TALE Or THE EVALUATIM IN HE CAW OF CODE WWO,Y ,� cPANDEs//DU%1oES DB IN RIE PAW�T AT NEW OR ADDR50Wt tESTWO LS CCAWIETra ON TIE MEETING RAIL ENDS SU(:H THAT 9 Q �p A� Rf1ERF.NCED PR DO PEYNR 10 WIND COCF.COMPLIANCE M1TH THE STATE,THE Mm tlrglmrk sm.I. THERE ARE A TOTAL OF 5 a CONFIRM WITH THE PISTA"IDN EVALUAYOR FACINEER OF RECORD TGR THE MPULANONS SPECim-0 # ' POSITIONED AS SHOWN. $EF HERE-W ARE CURRENT WON THE THEN CURRENT TESRNG,CODE AND MF'UCKRC SLANUMS. .�" "FRAME ANCHOR REQUIREMENTS FRWVC ANCHOR REQUIREMENTS TABLE TABLE" ON THIS SHEET FOR L • _._.._.__._............ 0C'L� _._AAAA_ • OPENING TYPE FRAME/CLIP/NAIL FIN TO UMTNDAUM MINIMUM REQUIREMENTS. (SUBSTRATE.) _ - OPENING FASTENER TYPE EMBED EDGE DIST, B1 z 0) FRAME SCREWS IN..._ _.»......._. MN. 1.%4 WORD FRAME DR BUCKA_, ;...„,,,"„,,,,,,,,"„, 4" MAX, N0, f0 SMS 4R WOOD SCREW 1 1 b" 3 4° .---•----..-.-.•_..» _AAAA,__. {MIN. GR. 3&G=0.5.5} � / 1 ��---'------- ' pa ..._. ..............—..__.,. ..—_...__.. -._,................__AAAA ~ .. zm MIN. 18 GA.33 RSI MEIN.STUD NO. 10 OR. 5 SELF TAf' DR0.L 5Ctt£W FULL 1/2" ,� MIN. 1/8''IHK A30 STEEL NO. 10 GR.5 SELF TAP/DRILL SCREW TUU. 1 2" _.__. _ __.._.._(._._..... j)uR10� 1 ENATION XT RIR ELEV TA ION: 2 S#NG),EWINDOW SINGLE WINDOW 'MIN.C.BO CIAO OR 2500 PSI CONCRETE (a) 1/4"CONCRETE SCREW 1 1/4" 2," SCALE 3/4" = 1'-O" SCALE; 3/4" ?.Xb V!()pD FRAME OR BUCK (NAIL _ ---- - (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) MIN. N0, 10 SMS SCREW T f a (MIN. OR. 3&GR0,55) I 1/2' .»_._....__.._ MEN. 18 GA,33 KS1 METAL STUO NO, 10 OR. 5 SELF TAP OPoLi SCREW FUtl� tj2` NM- FOR MAX. SINGLE SIDE JAMB MIN. 1/8"THK A36 STEEL. NO. 10 GR, 5 SELF TAP/DRILL.SCRiW FUJI. 1/2' WINDOW FRAME DIMENSIONS ANCHOR 11NI1H1 $�' MIN. 1/8"THK 6063-TS ALUM, ND. 10 GR,5 SELF TAP/DRILL SCREW FULL 1/2" SPACING TABLE � �L a 1 i —-"- AND ALLOWABLE DESIGN �� N • Jv 2580 PSI CONCRETE (T) t/h"CONCRETE SCREW -' t 1/a" 2• MAXIMUM MAXIMUM �� �CAQ •"•""••A�� ;) -- PRESSURE„ SEE APPLICABLE �• `, .••• w __._____AAAA_ NAILING FIN FASTENERS FRAME O.C. .4,fr �o __._ ATN. zxa 52DGD FRAME OR BUCK FLORIDA APPROVAL WIDTH .SPACING (MIN. OR,3&G=0.55) NO. 8 SMS SCREW 1 3j6" 1/2" {Ik,} {tN.) t� MIN.2X4 W040 FRAME OR BOCK00 ._____....... "' " AAAA»•.........•.. f 1 GA. ROOFING NAIL. i 3 8" 1 2" ...._._...........„,..,._...,.. _ O a (MIN. GR. 3&Gm0.63) 54 12 48 11 Mil. 1/8"THK A36 StEEl—� NO, 8 OR,5 SELF TAI'DRiLi.SCREW FULL 1/2" ---.------.------•------»--. 36 17 ��'.►�3�•'•....,..•N'f -z< �' MIN. 1/B-THK 6063-15 N.UM. NO, 8 OR. 5 SELF TAP/DRILL SCREW FULL ,lygtSUBMkTE E IiiA�ffl NQ> •...-________..__•»...__._.. Ij�+ybb,M *� ``,,� c> �': ?a (f)FRAME AND INSTALLATION CLIP SCREWS SFIktL.BE,A PAN OR HEX HEAD SCREW. At At AIL ANCHORSED LAI UBSTRATES IWC BEEN IN IN ACCORDANCE rt11111114�! (2)C014CREFE SCREWS SHALL 0E ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX ($,5.}, RW ITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND DHLS urAmeA;x AW.Ap I ONLY O D raoouc+ ' WUESETjREO HEAD'fAPCOWS (CAS. OR S.S.)OR HILT'KWiK-CCN It(C.5 OR S.S.), O B£EOUTdALENT TO OR STRONGER T14AN THE SPECIFIED.THEY PAY Nor Bc Duo roa THE AssFAmY )BEA7 A (3)WHEN SCREWS ARE USED'1!1'01 THE NAIL FIN, 7)IEY MUST 0E'A PAN HEAD OR WAFFLE HEAD CHOR{S) USED IN TESTING WITH THIS PRODUCT. AND/OR ItN5TAUA10k Of ANY OTHER PROOWT NOR.AY THE(DL US@ FOR mmw ANP/UR tw&MYRWAL tl{CCi N0. SCREW OR IFtiVE A TT117 WASHER A'1'[U£SCREW HERO. _......____...__......_.,.._...._.._. o n OCKM NOT PRODUCED SY RNC MANurACTURYx 5 1 pF I •••� •RA.N BT, t"IMJ1lD 8Y: • MA.Y. Mfi3. 1➢I: 111 fp/aS/11 --AR" MAX, fRAMF. WIDTH-- A g 4 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRFSSURF.. TABLE: ON THIS SHEET -'- - �- • —CLUSTF.R FIN FASTENER 2 2' Al / SCREWS AT MULLION ENDS 4 2 SUCH THAT THERE ARE A �.._...-....._ «_� ED AS ._.. .._._...__.._..-_..r_...__._. I ._. SHOWN. SEE "FRAME r .....:.::..::::�_::__,,.-��-:::::.._=-`-.:.-.-:�::::.:::.._:_....>-.•--.=. - ;,;� ANCHOR REQUIREMENTS / \\ /'��•�� +I � 4 -- -w TABLE" ON SHEEP I FOR CLUSTER FIN FASTENER SCREWS AT MULLION - % SCREW REQUIREMENTS. Q a ENDS SUCH THAT THERE ARF. A 70TAI. OF 3 2? ARE NOT THAT ROOFING NA1NAILSARF. APPLICABLE Al POSITIONED AS SHOWN. SEE 'FRAME ANCHOR s MULLION END CLUSTERS) holY.I REQUIREMENTS 'TABLE.'" ON SHEET 1 FOR C, CI SCREW REQUIREMENTS. (NOTE. THAT ROOFING -----CLUSTER FIN FASTENERS w z NAILS ARE NOT APPLICABLE AT MULLION END C1 AT ML•-E'HNG RAIL ENDS CLUSTERS)/ , / _. "2" SUCHTHAT THERE AREA s n TOTAL OF 5 POSITIONED AS O 2" SFIOWN. SEE '"FRAAE o vi i 11 }tTrf - _______ / ANCHOR REQUIREMENTS ; � TABLE" ON SHEET: I FOR 4! C3 FIN FASTENER WITMIN 2" Of CORNERS Ac CLUSTER FIN FASTENERS AT rri MEETING RAIL ENDS SUCH'1HA7' j - REUUIRf:.ME:NTS. �q o a o ,.. h 1/2" MAX. O.C. WHEN JOB RFAUIRf.O DESIGN THERE ARE A TOTAL OF' .5 a PRESSURE IS OVER -F/-35 PSE; 9" MAX. U.C. POSRIONED AS SHOWN. SEE m WHEN JOB REQUIRED DESIGN PRESSURE IS +•/-35 z _ '•FRAME ANCHOR REQUIREMENTS FTN FASTENER WITHIN 2" 5? PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS OF CORNERS k i 5 U) TABLE" ON SHEET 1 FOR cCR`` TABLE" ON SHEET 1 FOR REUUIREMEMS--- RE0UIREMENTS. BI 9" MAX. O.C. SEE FRAME TABLE" ONFSHEET INTS FOR REQUIREMENTS. d z� EXTERIOR ELEVATION: SIDE-BY-SIDE WINDOW EXTERIOR ELEVATION: SCALE: 3/4" - I'-o° (NNE FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM a SCALE: 3/4" = V-0" (NAIL FIN MOUNT CONDITION) N ALLOWABLE SIDE-BY- WINDOW SIZE/PRESSURE 3� TABLE ALLOWABLE DESIGN PRESSURE3� MAXIMUM j MAXIMUM ALLOWABLE (TRANSOM UNITS ONLI) OVERALL 1 FRAME PRESSURE. * 35 PSF �����tiH *b.1�J1y�I,� m a FRAME HEIGHT (+'/- PSF)PRESSURE -35 __ �•Y,,.....,,�� / o ,n WIDTH DIMENSION ` P r.• •',•✓I. o a n DIMENSION (IN.) f'go ,�• o IN. 3 •!W jJf J `nz TRIPLE WINDOW 10H s3 35 '�d5.•Z �.•f•gGl� n _ __. iI DOUBLE_WINDOW �,yj*p�p,��� - Ds /2 ..__- 3� . } 72 65 112 5O 1 867 A SPIFFY ND. 2 OF 5 W m: cnuam m: YIfY, Y.V.S, MDI: lf.: o-la w/cs/l� FOR MAX. OVERALL FRAME VAOrH, SEE SIDE-BY-SIDE: WINOOW -'-'�—" SIZE/PRESSURE TABLE. ON THIS SHEET 48" MAX. FRAME WIDTH-----I s --IN"AUUAL WINDOW WIDTH-^ INDIVIDUAL WINDOW WIDTH--- -INDIVIDUAL WINDOW WIDTH-••- _ 1 d; -_... _ 3^ ( - }•, 4" MAX. -c::c•_-::: -.-... •.==_'-.-.-.-_r._":_-.-- 4° MAX.-. t_..._..+ 13 1/4" _._.._ .. ....._........... 13 1/4" �_ .1. � 1_t 13 I/4" ~4" MAX. MAX. O.C. MAX. O.C. I I MAX. D.C. I 4 L_........ O D -SL_-_ T7 V V T7 1.7 4�MAX 3�. .............. .. ............ ...............__._ _ FRAME SCREWS WHERE SHOWN AS HEAD & 3.-11 I SIDES. SEE "FRAME ANCHOR REQUIREMENTS --••-••-••-•••-• i TABLE" ON SHEET t FOR REQUIREMENTS. (NOTE. y 51 THAT WHEN JOB REQUIRED DESIGN PRESSURE FRAME SCREWS WHERE SHOWN T Ir C2 IS OVER •F/-••35 A FRAME FILLER MUST BE -- AT SIDES. SEE "FRAME ANCHOR USED AT EACH FRAME SCREW, SEE: St 1T 5 REQUIREMENTS TABLE" ON SPIFFY q ZC 5 ) ................................................_.__..... 1 FOR RE:QUIRF.MENTS, x w w FOR PART DETAIL•••-••-•- � I. ON" I ,- .._...._ _ —..-_.._.__ _.. ..........._... _. ....__...._....- .- _ ..._._.._ .._. .... ..__.._._-., . Q x o _._...._._..... 6„ _ N z I ' INSTALLATION CLIPS WHERE SHOWN Al' SILL. 2 II SEE "FRAME. ANCHOR RF.QU!REMENIa TABLE." ON I zID :n SHEET t FOR REQUIREMENTS. iL' MAX, _.._. ---. _............___..-. Z 1'l 1/4" 12.1 72 � ------------- - - - -- 1 1 -� `- __. -0^ MAX. A' MAX, y •T" MAX,--- ... ..... MA. MAX. Q.C. ....._._..--"-_..C ,...__......................_.......__.._z:..._. :,__.........:.:---- per' a MAX. O.C, q" 4' .�; 4` A EXTERIOR ELEVATION: �XL�k�10R ELATION' z� SIDE-BY—SIDE WINDOW SINGLE WINDOW WITH TRANSOM �a �a SCALE: 3/4' = 1'- " SIDE JAMB SCALE: 3/4" (FRAME SCREW AND CLIP MOUNT CONDITION ANCHOR (FRAME SCREW MOUNT CONDITION) to zg �r -- - - } SPACING TABLE o -�' ALLOWABLE SIDE--BY—SIDE ___._._-.._ ._...__.......... -__�_ _. �._.....__. c"3 `W''a MAXIMUM MAXIMUM ALLOWABLE DESIGN PRESSURE z WINDOW SIZE/PRESSURE INDIVIDUAL O.C. (TRANSOM UNTTS ONLY} TABLE WINDOW SPACING MAXIMUM ' MAXIMUM ALLUINABLE WIDTH (IN.) OVERALL FRAME PRESSURE FRAME HEIGHT (4•/- PSP) 77 aj��°D WIDTH DIMENSION -u• """•-_._ _ d a DIMENSION = w 4 TLN— i TRIPLE WINDOW �y�6~'Z«.»..�•'' �� rra 96 _ 72 3S 72J — 65 7 2 50v 1 67 A _ ._.._.._.._..........._.....-- SNEEf NO. 3 or 5 j I I V6LL v.Y2 FIN FASTENER PER FRAME SCREW PER vem wm ELEVATION : Mimm ELEVATION SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY FRAME SCREW OTHERS PER SEALANT BY OTHERS- OTHERS PER BEHIND AI SINERS OTHEkS PER BEHIND FRAME. FLANGE "FRAME ANCHOR BEF+IND NAIL. FIN "FRAME ANCHOR PER ELEVATION FRAME ANCHOR REQUIREMENT'S t 1. REQUIREMENTS f. s; - REQUIREMENTS E::': �..• - ,- - TABLE" L TABLE" !- -- TABLE." ',.L•'•, 1/4" MAX., i 1/4" MAX. SHIM :''+ i" 1/4" MAX. SHIM .' SPACE '..' ': ''' AT EACH ANCHOR i AT EACH ANCHOR ,.: _.. SEALANI' NY-�' _.. Ll a �. SEALANT BY- n._n......_ O � ©.- C] SEAI.ANI BY-� [--a OTHERS OTIIERS OTHERS / 11 -�1 SEAL SPACE WITH EXTERIOR t �}� SEAL SPACE WITH = LTF.'RIOR� r J SEAL SPACE WIT}I u J LOW EXPANSION IBJ LOW EXPANSION i� 1 L01Y EXPANSION s �� LO FOAM AROUND U.... FOAM AROUND 0_. FOAM AROUND EXTERIOR PERIMETER OF FRAME Fit.LF.R PERIMETER OF LL FRAME FILLER PERIMETER OF ._. WINDOW FRAME -. WINDOW FRAME ............... ...... _L . ._ WINDOW FRAME SECTION 'S I SECTION n2 ftL?�RNATE SECTION nz wo J _........-... o d SCALE: 3/4 FUI"L. s SCALE: 3/4 FULL d S(,ALE: 1/'L FULL. 4 a in n"I M, FRAME SCREW MOUNT CONDITIONC(FRAME SCREW MOUNT CONDITION WITH FLANGE) 3 (NAIL CIN MOUNT) w ( ) a I J . y a _.. ..A,...., a FERIOR? nn� {EXTER+OR z SEAL SPACE WITH 1.1 r SEAL SPACE WITH z 5 LOW EXPANSION �.���-,-�__� `OW EXPANSION FOAM AROUND - _� FOAM AROUND = SHIM AS REQ'D 'TU PERIMETER OF x PERIMETER OF U U SUPPORT & ALIGN WINDOW FRAME �5� " f WINDOW FRAME wlNoow••___..�•, I.. � N IC - C ZIN5�7ALUQION a SEALANT BY lL _ ----'__'_ II SEAIAN'f BY I CLIP L=:.'3 0 ._.. _. U STALKS `I.." ,i-p MA A �w OTHERS 1/4. M—I' J L 1/4" MAX. �dgn SPACE SHIM AS REq'D TO j -MAX. 3/16- SHIM SPACE TI IICK X 3" vt z SUPPORT do ALIGM o F WINDOW + LONG SHIM 333 ( 't r' •.•I�:'•�- "t - •' AT EACH CLIP y ut c) q m S. -SUBSTRATE BY a SEALANT BY OTHERS SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER o BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTSc� a FIN FASTENER PER REQUIREMENTS ANCHOR REOl11REMENTS TABLE" TABLE" (2 PER CLIP). �,,N` P j1�c jJ !/� 3� ELEVATION TABLE' SECTION a2 �`t��•s•.•"••••'••��i7�' SECTION (61 SCALE: 3/4 FULL -K-D :;� 4L%W iCZ SCALE: 3/4 FULL (INSTALLATION CLIP MOUNT CONDITION) = z r- S%4 4c d (NAIL FIN MOUNT) R.— d �4 C` g .�ti ► Z f eqy.` 3�W 'e�6�'''•..........-�,.�� z' 641 7867 A 4s,11-11-1101 5 1/4" MAX. 1/4" MAX. SHIM A7im uaeaxu nn FRAME WIDTH-- FRAME HEIGHT--- •'a" �'rs. SPACE AT EACH ANCHOR 1/4" MAX. SHIM ., oitmf,E AT CACH ANCHOR FRAME HEIGHT-- ...---..—SEAL SPACE WITHSkAL E X SPACE VAI'H SUBSTRATE BY SUBSTRATE BY 'f LOW EXPANSION 5UE35TRATE BY LOW EXPANSION OTHERS ?F.fi SEAL SPACE WIT', OTHERS PER 3 FOAM AROUND OTHERS PERFOAM AROUND 'T'R4ME ANCHOR s �. LOW EXPANSION "FRAME ANCHOR :, p FRAME.ANCHOR PERIMETER OF ,:c C____3 PERIMETER OF REOUiREMENTS ::_ CT WINDOWAM AROUND FRAMEOF TABLE' TABLE"iIEMEN;5 � � WINDOW FRAME TABLE" \,�� REQUIREMENTS WINDOW FRAME r FIN F'ASTE'NER— ' FRAME 11LLER I FRAME 4 FILLER PER ELEVATION °p FRAME SCREW U FRAME SCREW- PER EL.t VATtON PER ELEVATION SEALANT BY--''. ..,.. OTHERS SEALANT. EALANT BY 'y BEHIND NAIL OTHERS BEI AND g FIN — FRAME FLANGE SEALANT BY SEALANT BY -SEALANT BY OTHERS EXTERiQRI 2 t - :`< OTHERS EXTERIOR "N _ OTHERS EXTERIOR SECTION ,ct" SECTION c2 .•_.__...__... Nd SCALE: .3/4 FULL 5 SCALE: 3/4 FULL ERNATE SECTION o2 z (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) ter'` scnLE: 1/2 FULL 5 $ (FRAME:.: SCREW MOUNT CONDITION WITH FLANGE") a gNw D•375 - 1 CONTINUOUS WOOD MEMBER LESS 0.604--� IN 'THICKNESS THAN A 2X_ BUCK r 2 TO BE MIN, 3 1/2"DEEP(NOT 0 5tl0. Z e a] SUBSTRATE BY OTHERS —F 0.22 r z REOUIREp WHEN SHIM SPACE 15 PER "FRAME ANCHOR f r I WITHIN ALLOWABLE DIMENSIONS REQtAREMEN75 TABLE" LENGTH x 3.000" SHOWN IN SECTIONS).-. 0,604_. 2.485 ERAME3 U00 pp `j 4�(RIGID VC) � m - t•.'' _ ; 0.8860 U 1. L (RIGID PVC) z •' %.,'..`';: t_9� , I in (NOTE THAT WHEN TT JOB REQUIRED SEALANT BY__- p 0.058 0,059� _ O,S00 DESIGN PRESSURE OTHERS 01 BAWLIUML IS OVER +/-35 A 5 Z5 (RIGID PVC) (RIGID PVC) r _ FRAME FILLER MUST a. 1.325 BE USED AT EACH EXTERIOR f v O.U60 FRAME SCREW) tn r � Fir.. �_.". FRAME SCREW PER �.) ELEVATION & "FRAME 0.293 N N, 3 INSTAtLATiON CLIP FRAME FILLER ANCHOR TALE" REQUIREMENTS (RIGID PVC) OPTIONAL DIRECT MOUNT DETA,1� TO SUM-RATE WITH SPACER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SIL) i O kt ' (FUR DETAIL NOT SHOWN, SEE OTHER SECTIONS) i . U DRAMNG N. 567 IT .;;wr7 H4. 5 - 5