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HomeMy WebLinkAboutProduct Approval ( Window )21 db a ltSEiL p (10 P, u d t Appraval PUWAC User V.FLL"J' A C'TU'I ,S Product Apj2royal Menu > Product or Application Search > Application List > ApprtCation Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email . 857-R4 Revision 2020 Approved RECEIVED NOV 12 2021 St. Lucie County Permitting AlNwoo, 3 oni low 3 '3 vndW03 300 Assura Windows & Door bod ww 7aJI A �0��]�9t� 1543 N. rowerline Road �/�� Pompano Beach, FL 33069 (305)887-2646 Ext155 gberos@assurawindows.com i-3 Authorized Signature Gerardo aBeros ssur COPY, gberos@ssurawindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer {_J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Jesus Gonzalez, P.E. 0'' Validation Checklist - Hardcopy Received Certificate of Independence FL21857 R4 COI SS - Certificate of Indeoendence.pg Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 94 Equivalence of Product Standards Certified By Sections from the Code b� https://floridabuilding.orglpr/pr app_dtl.aspx?pamm=wGEVXQwtDqulj9QzTt6YQuWolJ8uVd AehMOiY181schiTrv8SmMW4g%3d%3d 1/2 11/10/21, 1:04 PM Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/03/2021 02/04/2021 02/11/2021 04/13/2021 FL # I Model, Plumber or Name i Description i 2i1857.1 I Window Series "2500" Aluminum Single Hung I Large missile impact resistant aluminum single hung window. Limits of Use Approved for use in HViiZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-90 Other: See attached drawing W15-60 for span vs load combinations and installation instructions. Installation Instructions FL21857 R4 II SS - 2500 Alum. Single Hung Window (L_MI)_ DWG W15-60 2020.pdf Verified By: ]alai Farooq PE # 81223 Created by Independent Third Party: Yes Evaluation Reports FL21857 R4 AE SS - 2500 Alum. Single Hung Window (LMI) - PAE 2020.2df Created by Independent Third Party: Yes 21857.2 Series "580" Aluminum Single Hung Window Non -impact resistant aluminum single hung window. Limits of Use Installation Instructions Approved for use in HVHZ.- Yes FL21857 R4 II SS - 580 SH (NI) - DWG W17-19 (2Q20).pdf Approved for use outside HVHZ: Yes Verified By: ]alai Farooq PE #81223 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-210 Evaluation Reports Other: See attached drawing W17-19 for span vs load FL21857 R4 AE SS - 580 SH (NI) - PAE 2020.pd combinations and installation instructions. Created by Independent Third Party: Yes 21857.3 Series 605 Aluminum Single Hung Large missile impact resistant aluminum single hung window. Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R4 II SS - 605 SH (LMI DWG W15-28 2020.pdf Verified By: ]alal Farooq PE # 81223 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +80/-115 Evaluation Reports Other: See attached drawing W15-28 for span vs load FL21857 R4 AE SS - 605 SH (LMI)-PAE 2020.pdf combinations and installation instructions. Created by Independent Third Party: Yes 21857.4 Series 747 HP Aluminum Single Hung Large missile impact resistant aluminum single hung window. Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21857 R4 II SS - 747 HP SH (LMI) DWG W15-31 -2020.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]alai Faawq PE # 81223 Design Pressure: +90/-130 Created by Independent Third Party: Yes Other: See attached drawing W15-31 for span vs load Evaluation Reports combinations and installation instructions. FL21857 R4 AE SS - 747 HP SH (LMI)-PAE 2020.pdf Created by Independent Third Party: Yes Rack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Stateme 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.S. 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: ® ® ECFzck WK Credit Card . Safe https://floridabuilding.org/car/pr_app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQuWolJ8uVn AehMOiY181schiTrv8SmMW4g9o3d%3d 2/2 53 1/8" 53 1/8" WINDOW WIDTH WINDOW WIDTH 50 1/4" 50 1/4" z n -D.C. OPG, (FIXED) D.L. OPQ, (FIXED) o ` 14 3/8" MAX. 14 3/8° MAX. FALSE MUNTINS)) (SURFACE BEPU5E0 A HEAD/SILL FALSE MUNTiN6 HEAD/SILL r :i MAX. TYP. a O (SURFACE APPLIED) 5° MAX. 7YP, Np I HEAD/SILL MAY BE USED I A HEAD/SILL n C' 3 CORNERS 3 CORNERS Q° WW I �M tl C ~Ny it cy c - It ^ %__acaacoo 4 ._cmo Laa J •- � II I' Q � -__-R it 'I C V W OI '� � 1 n- n v u II r. It THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED.-^�� o it / ii R EQ C, I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER WINDOWS WITH WINDOWS WITHOUT > CHART SHOWN ON SHEETS 2 & 2.1. SILL ANCHORS 48 3/4" SILL ANCHORSY,/ , 3/4" SEE SHEET 2 D.L. OPG, ry > SEE SHEET 2.1 FOR CAPACITIES D.L, OPG. 3 a° ` � F. FOR CAPACITIES H. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 57" < 51° < f3 COMBINATIONS OF S,H./S.H. OR SINGLE HUNG WITH OTHER VENT WIDTH F.B.C. APPR'D WINDOWS USING F.B.C. APPROVED MULLIONS VENT WIDTH v ` IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL TYPICAL_ELFVATION WILL APPLY TO ENTIRE SYSTEM. TESTED UNITS TH S PRODU HAS SEEN DESIGNED D TES�EO TO C lY WiTt4' TH EQUiREMENT OF E 2017 (BTH EDITION)/ 020 (•7T EDrTO) FLOeiiDA _ BUILOING CODE INCLUDING HIG VELOCITY HURRICANE ZONE H HZ). o 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MU BE - € DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, 3 E ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, LAMINATED GLASS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, LARGE MISSILE IMPACT ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Sealed: 10/13/2020 FL #21857 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 11 IT 1/ REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG, CODE & ADOPTED STANDARDS, A- CONTRACTOR TO BE RESPONSIBLE POR THE SELECTION, PURCHASe AND AsoIp9 (F� ///�� � INDTAI. ION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \\ �y ,...,. � j� I ,B THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOER NOT DEVIATE FROM THE CONDITIONS DETAILED \+ (p>,•. 10ENS '•., q FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. 1 : OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL DC CONSIDERED INVALID IF WATER INFILTRATION RESISTANCE ETC, ALTERED BY ANY MEANS, No. 81223 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, G- SITE SPECIFIC PROJECTS SHALL DE PREPARCD BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL. ENOINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD KA.RJ FOR THE PROJECT AND WHD WILL 0E RESPONSIBLE FOR THE PROPER ' DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)', USE OF THe P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED � '•, y : ' e drawin no. ENGINEER TO THE PEA ENGINEER SHALL SUBMIT TO IRS LATTER THE SITE r '� 9 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW.W15-60 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THIS P.E.D. SNAIL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE of LABELING TO COMPLY WITH SECTION 1709.9.2. — - —� - THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, ,/ /1111 ✓<I IL A`\ BhDD1 1 Of 5 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOWS WITH SILL ANCHORS WINDOW DIAIS. GLASS TYPES I 'A', 'p' k V WIDTH HEIGHT E%T,(+) 1NT.(-) 19-1/8" 26-1/2" 37" 42" 48" 53-1/8" 26` (3) 70,0 9010 70.0 90.0 70,0 90.0 70.0 90.0 70.0 90.0 70,0 90.0 19-1/8" 26-1/2' 37" 42" 48" 53-1/8" 38-3/8" (4) 70,0 90.0 70.0 90.0 70.0 90.0 70.0 9010 70.0 90,0 70.0 solo 19-1/8" 26-1/2" 37" 42" 48' 53-1/8' 50-5/8" (4) 70.0 90.0 70.0 90.0 70.0 9010 70.0 90.0 70.0 90.0 60.0 65.0 19-1/8" 26-1/2' 37" 42' 48" 53-1/8" 59" (5) 70.0 90.0 70.0 - 9010 70.0 90.0 60.0 5510 60.0 65.0 60.0 65.0 19-1/8' 26-1/2" 37" 42' 48' 53-1/8" 03" (6) 70.0 90.0 70.0 90.0 70.0 solo '0.0 65.0 60.0 65.0 6D.0 6510 19-1/8° 26-1/2° 37' 42" 48" 53-1/8" 74-1/4' (6) 70.0 solo 70.0 solo 60.0 55.0 60.0 65.0 60.0 6510 60.0 64,5 19-1/8' 26-1/2' 37" 42" 48' 51" 76" (a) 70.0 90.0 70.0 90.0 60.0 65.0 60.0 65.0 60.0 6510 80.0 65,0 • NO, IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB. f W' NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/W ANN. GLASS 090" Intodayyer Glasslam Safety -plus II By 'Polymer Extrusion Technology, Inc.' PET FLAP 1/8" ANN, GLASS ,010" 1t 5/8" EMBEDED IN SILICONE SILICONE z �GE 2800 s I.I h o I\® \ FOAM TAPE 18 AT 1/4 POINTS ON LITES WIDER THAN 36' UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF WINDOWS WITH SILL ANCHORS WINDOW DIMS. GL40B TYPES A', '8' k 'D' WIDTH HEIGHT ER,(+) 1NT,(-) 19-1/8" 26-1/2" 37" 42" 48' 53-1/8" 50-5/8" (4) 70.0 9010 70.0 90.0 70.0 9010 60.0 6510 60.0 65.0 60.0 65.0 19-1/8" 26-1/2' 37" 42" 48" 53-1/8' 59" (5) 70.0 90.0 70.0 9o,0 60,0 650 6010 65.0 60.0 65.0 60.0 654 19-1/8" 26-1/2" 37" 42" 48" 51" 63" (6) 70.0 9010 70.0 90.0 60.0 66.0 60.0 6510 60.0 65.0 60.0 6510 19-1/6` 26-1/2" 37" 74-1/4" (6) 70.0 9010 60.0 65.0 80.0.. 65.0 19-1/8° 26-1/2" 37' 76" (6) 70.0 90.0 60.0 65.0 60.0 65,0 " NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. GLASS TYPE 'A' 1/W ANN. GLASS 1/8" HEAT STREN'D GLASS 090' Intarlayer 090" Intorlcyer Soflex Clear And Color Glass Soflex Clear And Color Gloat By 'Eastman Chamlcol Co,' By 'Eastman Chemical Co,' PET FLAP 1/8" ANN' GLASS 1/8" HEAT STREN'D GLASS .010" X 5/8" EMBEDED IN SILICONE SILICONE GE 2800 GE I 8NE �n DOWSIL 1199 07 FOAM TAPE AT 1/4 POINTS ON LITES 1B WIDER THAN 36" GLASS TYPE IV II II 18 AT 1/4 PAINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 4 WINDOWS WITH SILL ANCHORS I� o " No, Sealed; 10/13/2020 FL #21857 • •,�� drowtng no. shoat 2 of 5 o>a)az AOm 0,n-zD -Rvtn•- oz �'00() mm o=Z Do v> �v�n .Tly -1 S D�ar11 m_v--� z mzoz o_ -�ol v0,� m Z D ��N O O Fn EA O m '1 m Z n D 0 I ci m n, c EXTEROR Z Wmb = Ljl � Nn A o 0 Z3/8' UX TYP. o cuss snE w n Z r H umi ID EXTEMOR � m\m in mSmO mw0 y S- cob OZ '9 ai 3 z m z m m ooc�m = Qom- o �� ,m OOIn� aA ryo `per a1 wNmO JQ N low p rr02 w gym+ =tlom A 3 o z 0 A mom Z �' cf zo v oo m z n G N m z m N O to z 0 C 3/B" LAIN. T7P. 'i GLASS HiiE (D to � n) d � W 1� tV co N 01 O f 1T y�51�794�f llTr��J�' � i7 .:....._ _ a0 ice' 9 O EF O i-. D.LO. (IT. � AT VENT O iJ�rr lItt77T���� m n sme: a6-z2_is revisions- 0 1O o e escn MUM 25M =11 SWG7E f(U?dG W (UL) AL-FAROOQ CORPORATION �' ASSBrO Windows & Doors, LLC ENGINEERS& PRODUCT DEVELOPMENT N 9360 SUNSET DRIVE. SUITE 220 d543 APe Windows &Doors MIAMI.FLORIDA33173 (cdN 3sse) �. o ¢ t 7Na0 1543 N. PoirerRne Road 7 o POin TEi(30S)26431M FA)L(306)26269T8 (T l7 0 cteR by -$each. FL 33DG9 _ Tel. (305) 887-2646 F— (-) f COMP-M!L\W15-60AWP� CD N V W N V m N V N m m N m; ID m m N m m N m m N m m N m C ID m � O ni Op mz� w b m o 0 m P 0 0 m w o m m m o 0 m m 0 0 ID P 0 0 0 0 m m m m ID m P w 0 m ID 0 0 m m 0 0 m 0 0 m m 0 0 0 0 0 0 0 )u b o bo o iu b o o b b b o b b. b b o b o b b b is b o b b o b b b b o o b o b b 0 y w m-u m w m an m w w m mA. is m S. m m an an m w w'w.ire, m m it --..w ID rtn mw � ID wa w ® m ww m u P m w m W vn w an w. m �.w N m�� w w n� N b o a b b iabb o o b o bib bob + b b b b b.Fa'b o b b b o b o b b o b o b b b,b aKo l � w mm W'J Jw mmV VmmIDVJ'J W.ID V VV b is o 0 b b 0 0 b b o m b iv o 0 b b b b b b b b o b b b b o b b mIDVV-VV b 7n b b bo bb VVVVJ b b b b b b VVV b b b Vyp„y b h]m a v yrmg -C b G O O m d N to O O w Ili U� O O+ fA N 0 0 U N O O U 0 0 0 O U 0 0 0 0 0- N 0 0 m O a O j d i V V\ e W m® a N \m m v m Z v c C v ¢ m t� C o ova r O yryl ?. v 0 b 0 0 b 0 0 b 0 0 b 0 0 b b 0 0 0 0 b 0 0 0 0 b o rn iu o 0 0 0 0 -i o o o ob o o o o o ® oo b b v m "do y�r vID b wia o o ao Pw b o w P w m.w o bb.b m m -ga u�w Sac o oo mm .. e W wcnwwinW b b m m b'oa w m P P uwww•w b b o P b b o � 'i ��•a m OIL m O' 0 N�ZO O O O O O b O C O O b O 0 O G 0 0 0 i0 O O b G b v N N y K mw m b w O m N w b O N P m w w N 0 m P 0+ mm P N w m m w 0 m� 0 P P G w m b� -O y N G �I G b j� w TYPICAL ANCHORS F CAL ANCHORS rP e� 1/a" TAPCONS 16Y a 'SMS WOOD BUCKS AND METAL STRUCTURE NOT BY 'AWP WINDOWS' 6�a'" SEE ELEV. FOR SPACING woop eucK E €Leis. FO sa MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a AND TRANSFER THEM TO THE BUILDING STRUCTURE, Q L 3 4 a .a EBG DIST, ° a- .yam a ° p�STE N 24 3fit''TL. ... 0 .� a j,'.�,CAL ANCHORS: SEE ELEV. FOR SPACING 1/4" CIA. TAP(`0,. N�BY 'ITW' (Fuo125 KSI, Fy+100 KSI) 1 /4" DIA. U ACQN+ BY 'DEw.e.IT' (Fu=164 KSI, Fya148 KSI)MLA N O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I; 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ym B ti THRU 19Y BUCKS INTO CONC. OR BLOCKS q TYPICAL ANCHORS 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 0. c a .I �I 1/4" TAPCONS 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 a i I 1 S Scf ELM. FOR SPACING H DIRECTLY INTO CONCRETE OR BLOCKS 'III w za 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) L6 zy- �i IFf F•B•C. APPROVED I E ===� ==1j 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) hm I2 III I I MULLION & MULLION ANCHOR$ I I lU SEE SEPARATE APPROVAL �i GS R:ADE Inl II EDGE Ij INTO METAL STRUCTURES (HEAD/SILL DIST. j 1 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS •• ALUMINUM: 1/8" THK, MIN. (6063-T5 MIN.) 19 - STEEL: 1/8" THK• MIN, (Fy - 36 KSI MIN,) p II :•.1 (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) MS OR SELF DRILLING IN( SCREWS (GRADE 2 CRS) B INTO F.B.C. APPROVED MULLIONS o (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS OPTIONAL TO TYPICAL ANCHORS ALUMINUM: 1/8" THK• MIN. (6063-T5 MIN.) (NO SHIMS) m ro 16 20 80TTOM LATCH #12 SMS STEEL: 1 8" THK• MIN. F - 36 KSI MIN,) (NO SHIMS) o r4 n SEE ELEV. FOR SPACING / (y c 0 r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a' 4 TYPIC,�� FQ.GE DIttAN 2�Q � a o dS m F 5 NTO CONCRETE AND BLOCKS - 2" MIN. N a e INTO WOOD STRUCTURE = 1" MIN, v� @ P g INTO METAL STRUCTURE = 3/4" MIN. c � a 12 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. Ln CONCRETE AT HEAD, SILL OR JAMBS Ve - 3000 PSI MIN. C-DO HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN, SEALANTS: a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ SC�H7NEEE�MMO�R�EHEAD SEAM SEALER SM5555• I II I w+Ltid4 +s:_!aS: 1 s 14 W1 = 3/4" WEEP NOTCH AT EACH END TYPICAL ANCHORS 9 a I 1/4" TAPCONS .4 it 2 USE WHEN REQUIRED •� SEE SHEET 2 FOR CAPACITIES W1 © SEE ELEV. FOR SPACING \\\i1 ryI a \�..FM 9 as ° PSo.81229 ° 4 v a ED-g 1 l Il ! Sealed: 10/13/2020 -`g���+���'•,• 8T �c*dWr a1w i5n g—6no0 GE DIST. EDGE°DIST. FL #21857 sheetr11111. 5 ITEM B PART � REOD, DESCRIPTION MATERIAL m _H 7d �^ a Qg Li�yn ® o c� • M U 1NyuI ,� Q' O C LL Q yM K.B.C. kTkYPICAL ANCHORS U ¢¢ APPROVED MULl10N $EE ELEV, FOR SPACING O Q ® p SEE SEPARATE APPROVAL '¢ � f- T7 II z I a O �LLI II I I OI -1 11 11 a ---� Lo 0 �'s $1 WINDOW WIDTH WINDOW WIDTH g 3 o IZ m N TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY 1/4` MAX, SHIM �' 1/4" SHIM MA% rSEE TYPICAL ANCHORS SEE ELEV. FOR SPACING SHEET 2 & 2.1 FOR CAPACITY a� 9 VENT WIDTH / 13 D.L. OPO. 26Y WOOD t)F1CK 22 7 10 9 1/4" SHIM W000 MAX. S CTURE METAL STRUCTURE _ _. ...: ,._ - .. - .. �._ _ - ._ '- 1 1/2 0 Euu n7l". �n ' d'' TYPICAL ANCHORS y EXTERIOR SEE ELEV, FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY ;? D.L. OPG. -'ti ';':;%' ;�I). L 11 111111 �F•'�yCC'•' /i '•1,.j WOOD DUCKS ��� Z,�e'�10EN3ie/i WINDOW WIDTH No.87223 k �, Br �;� drawing Sealed:10/13/2020 no. FL 21857 11nn11N\\ sheet 4 of 5 MANF,/SUPPLIER/REMAREB 1 YE-169 I FRAME HEAD 60B3-TB - 2 YE-167 t FRAME SILL 006]-Te 3 YE-102 2 FRAME JAMB 6083-T6 - 4 YE-152 1 FIXED RAIL 606S-T6 - 5 YE-151 1 VENT TOP RAIL 6063-76 - 8 YE-168 1 VENT BOTTOM RAIL 6003-T8 - 7 YE-91 2 VENT JAMB 6063-T6 - 6 YB-4 AS REOD, GLAZING DEAD ALUMINUM ROLL FORMED 0 YH-516 2/ VENT SASH STOP RIGID VINYL - 10 - 2/ VENT BLOCK &TACKLE BALANCE - - 11 YH-S09 2/ VENT DALANCE CLIP ALUMINUM - 12 YH-612 AS REOD. BULB W'STRIPPING VINYL SINGLE ROW 13 YH-4004 AS RE00. FIN SEAL W'STRIPPINO ,167 % ,260 WOOL ULTRAFAB 14 YH-50M1 2/ VENT SPRING LOADED VENT LATCHES NYLON/CELCpN AT 11° FROM ENpS IAA YH-519 2/ VENT SWEEP LOCKS 2AMAK AT 11" FROM ENDS 1p YF-1 B FRAME ASSEMBLY SCREWS (�10 % ]/4� CRS PLATED, PH SMS 1B YF-10 2/ VENT FIXED RAIL SCREWS ((1B % 1`) CRS CAD PLATED. PH SMS 17 YF-12 6/ VENT VENT ASSEMBLY SCREWS (I)8 X 1-1/4� CRS CAD PLATED, PH SMS 1B - AS REOD. SETTING 060GK5 EPOM OUROMETER 8035 SHORE A 19 YF-6 1/ CLIP fl10 X 1/4° PH SM9 POINT B - - 10 YF-14 2/ LOCK SWEEP LOCK SCREWS (1)B X 5/B`) - OH SMS 21 YC-155P 2/ VENT SELF ADHESIVE PAD (,375' % .]t" % .7B°) FOAM - 21 YH-519 2/ VENT BALANCE CAM PLASTIC - 23 YH-510 1 REINFORCING BAR (,617 % ,312') STEEL HR89] 24 - 2/ VENT SASH STOP (I` X 1-1/4' x 1/ts') ALUMINUM ON 7a-t/4' HIGH ONLY 2.220 9d9 055 si 1,327 $27 .980 FRAME HEAD .812 -Wp.082 sal� 7 1.052' FIXED RAIL {I�' ,999 1 187 .055 1.625 I� d .812 k VENT TOP RAIL 3. RAIL VENT SIDE RAIL .055 "-92 2.104 - .a, 2 1.1791 1.817 FRAME JAMB 3/4" WEEP AT EACH E SCREEN RETAININ 17 y 3n y{�2pxo d9�a° l No. 81223- - y cam ; Df $ @ S Sealed:10/13/2020 � � ��;\;� 15e 60 FL #21857 �� h f11 1'j1�1�1♦�, sheet 5 of 5