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Property Information Building Information Owner: Raymond Gallant Wind Zone: 160 MPH. Address: 519 Paurotis Exposure Category: B Ft Pierce,Fl Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: H Design Pressure Calculations Opening Location Device Device DeviceIF Max Positive Max Negative Number Zone Width(in) FHeight(in) Elevation(ft) Pressure(psf) Pressure(psf) 13 Eta.] 3-24 furl 25 - 3 Int 36 62 7 31.6 -34.3 4 Int'—J--V-74�— 62—� `-7 30.0 � -32.8 5 Int 25.5 49 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 . I Florida Building Code Online Page 1 of 2 r I 5C15 Home i Log In j User Registration Hot Topicsj Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links j Search iris � Product Approval USER Public User asa�ia':c Product Approval Menu>Product or Application Search>Application List>Application Detail r e} FL# FL17519-R3 Application Type Affirmation Code Version i 2017 Applicatlon Status Approved Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 d rua rk@ pgtind ustries.cam I Authorized Signature Jens Rosawski jrosowski@pgtindustries.com i Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By /0 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation'or Validation Entity Yes t3 No N/A FL17519 R3'COC Compliance Statement.pdf Product Approval Method Method 1 Option A i https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f... 2/20/2018 I Florida Building Code Online Page 2 of 2 Date Submitted 11/15/2017 Date Validated 11/15/2017 Date Pending FBC Approval Date Approved 11/18/2017 i Summary of Products FL# Model,Number or Name Description j 17519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17519 R3 C CAC 190-1075CAR.Ddf Approved for use outside HVHZ:Yes FL17519 R3 C CAC 190-1076CAR.p_df Impact Resistant:Yes FL17519 R3 C CAC 190-1077CAR.ndf Design Pressure:N/A FL17519 R3 C CAC 190-1078CAP-unclipped.odf Other:Please see installation instructions for additional Quality Assurance Contract Expiration Date product,testing,and anchorage information. 01/10/2019 Installation Instructions FL17519 R3 II 54xx-55xx Mulls.Ddf Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL17519 R3 AE 54xx-55xx Mulls Eval.ndf Created by Independent Third Party: No Badc Nest Contact Us::2601 Blalr Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AAJEEO employer.Copyright 2007-2013 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 mall 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 i 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 hers.. ' Product Approval Accepts: - j Cripdl Card Sate I i I ' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f... 2/20/2018 GENERALNOTES.UNCLIPPED$400/5500 MULLIONS: USE THIS SHEET FOR , 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS UNCLIPPED MULLIONS ® Rig � REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH 110:1 SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BESTOPENINGWIDTH,MAX 127-1/4• F OPENIG WIDTH,MAX 117,114' OPENING WIDTH,MAX 127-1/4' oTRANSFER DS ANDARETIO BE E IG 2X WOOD BUCKS IF USED,MUST BEANCHORED PROPERLY TO I �,1.114'MULUON ��1.1/4'MULLION 1--114'MULLION��1-1/4•MUwON Ii TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. I o�� $ w WIDTH WIDTH WIDTH WIDTH 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. 111 I I I I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 1 ii i ii i i g r g I MULLION MORE THAN L/180.THE 1/3 STRESS ICORRPONDING TO THE REQUIRENCREASE WAS NOT USED IN H SDESIGN PRESSUE.MULLIONSARE ANCHOR EVALUA7 ON.CALCULATED TOEFLECT THE 6 LOAD LENGTHNO F MULLIO i f LENGTH, Z a DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX I /// MAX �, _O or I 53• I I I I II I Y I I J as 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBIUTY OF OTHERS AND IS BEYOND THE "— SCOPE OF THESE INSTRUCTIONS. II --- II I p 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO j DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. II I F FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN SEE SHEETS FOR MULL f--OPENING WIDTH,MAX 127-114'-- 6m PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TO WINDOW CONNECTION Z FENESTRATION PRODUCTS SHALL APPLY. Z z P SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS 2 p e 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD J zi BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS Q SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. W N MULLION LENGTH.—I O" � i 7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR MAX.�• I W a I i BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR rl"——_____==--�I _ U) a- APPLICATIONS ARE LIMITED TO WIN DZONES 1,2&3AS DEFINED BY ASTM E1996.M ULLIONS ARE ON LY TO EOUAL-LEG/BoxaFLANGE FRAMES. I I I I o o ]C SEE SHEET 3 FORNAIL FINd I I ULID V) BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. J-CHANNEL FRM Es I I NO Z o II !//� II O � O O 8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN /'I�7 I t-114- C3 m� AAND PPROVAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 10.E t`j1-/ ------ -�- Wup1�110N to 67 m —------- f OPENING ' 9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER - HEIGHT MAX. , - -4 TO FLORIDA PRODUCT APPROVAL#261, I I 127114' T j MULLION LENGTH, IyI j I 1414• { MAX 63' OPENING HEIGHT. -iI _---� WD ON MAX. ---__--___- 1.25o'--j 127-1/4• i TABLE 1 I Mulllon Capacity Table ba/B2 1,25x 3.26X OpeIVIBWIdth or HeiglllupW127-1/4" " ' 1.1W 1-v4• MULLION MULLION .100A1um. All Loading Typas �WIDH WIDTH Tuba Mullion —r 3.250' MuOan Capatlry Anctxrage Regalement OPENING I I7stan 4 additional Y4ndola HEIGHT, ) G11-7 00' c anchors tluough the Wndow 72M". OPENING +T0.0Ibd1L1 frames at 10•max.on each alda HEIGHT, a -70.01bsift1 of the mulllowham0 as6emWy 1271 4• .100' tube cent IN this 8�rtgures on ` �0.......... SEE CAR 190-1078 FOR CERTIFICATION. �',••• ��c�NSc ••_�' t '• No.58705 1.25'X3.26'X.100' — . MULLION NOTES FOR UNCLIPPED MULLIONSIFRAME ASSEMBLY TUBE: — 6005-TS ALUMINUM 1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. 0 f" �` ' U 2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS,SEENEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL '�F '•F�DR1DP•' C���: MULLION MULLIONSNA\- F ' A.LYNN MILLER,P.E. FL P.E.1)58705 GENERAL NOTES,CLIPPED 540015500 MULLIONS: USE THIS SHEET FOR ' CLIPPED MULLIONS ® q 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE F---OPENING WIDTH OPENING WIDTH— WIDTH r` a EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF t u USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. t-1/4•nDUION I t-1/4'MULLIONF--OPENING 1l4'MUON WIDTH 1 �I�WIDTHDTH ��WID7� C oo I ax 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. I I I I II I 11 I � it IiII fi D7 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED i I i i II i i I N g DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED j I ! / I - IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MULLION .G/ i I MULLIIX•1 /i/ ,G/ I I I I //7 LENGTH %! I i LENGTH 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE ' I I I II I I i O INSTRUCTIONS.---- I�- _LL 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES I I I 1 I O __ -___ W z (o AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO — II -- = Z (o ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE SEESFiEEf 3 FOR MULL I•�OPENING WIOTH� F- O OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. TO WINDOW CONNECTION _J e 6)WHEN FINDINGYOURSIZE IN THE MULLION TABLES,ALWAYS ROUND UPT07HE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS Z 5 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST O G � NOTES FOR CLIPPED MULLIONS: MULLION LENGTH-1 Q_ In BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANTJ d AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES 2A-4A. I I W U 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING N I I I I W A S O D' CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 2)SEE SHEET 9 FOR INSTRUCTIONS I I /// I I co cl 1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A•4A. MULLION CUP I I %' j 1 1.7/q• o X CD Y ' HAVING CURRENT APPROVALS. I I MULLION t o 3)CLIPPED MULLIONS MAY REUSED -_-_-_-_-_- j � WIDTH ry O 9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES.FOR CLIP -_--__--- -T I o.,r' o O I WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. ANCHORAGE,USE THE SAME I i i I MEEGHTG 4 € m ANCHOR AS WINDOW ANCHOR. . I 10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA I I I ir c, 1 rc PRODUCT APPROVAL#261. I I I I 1-1/4' I 1—MULLION LENGTH I I MULLION OPENING SHAPESO BE --HORIZONTAL MULLION LENGTH--- HEIGHT / OPENING WIDTH FOR 'INSCRIBED INSIDE I`—VERTICAL MUIUON RECTANGULAR SHAPE r1.1p' WIDTH MULLION ..__.- J.WIDTH I: MUCLION ? I VERTICAL OPENING OPENING MULLION OPENING HEIGHT OPENING HEIGHT HEIGHT FOR LENGTH HEIGHT FOR HORZONTAL HORIZONTAL f MULLIONS MULLION VERTICAL � MULLION LENGTH \�1111111/I/! MD.58705 I 1.1/4'MUWON 1-1/4-MULLION �T-1/4'MULLION b - �HowzoNTaL�`w0in . WIDTH WIDTH SINGLE HORIZONTAL MULTIPLE HORIZONTAL '� C "r I MULLION i OPENING 1 23 I5 'J-1 LENGTH "M °NUL aT^L w10nIFOR MULLION MULLIONS VERTICAL 0'•, SiATEO LENGTH L OPENING WIDTH MULLION �T '•.,•RLORtO P.•''��� FOR VERTICAL MULLION CROSS MULLION CONFIGURATION , TEE MULLION CONFIGURATION A.LYNN MILLER,P.E. FL P.E.#58705 CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR CLIPPED&UNCLIPPED ®f ' SHALLOW FLUSH SHALLOW FLUSH SH MULL FACE CAP MULL FACE CAP -d g �t20t77 #20177� • � p2 2 U FLANGE FFtMIE SHOWN. + EQUAL-LEG780X FRAME MAY ALSO BE INSTALLED I�� SHOWN,MAY ALSO BE AS AN EQUAL•LEGIBOX L� INSTALLEDASAFLANGE Q FRAME(SEE FI'.2) FRAME(SEE FIG.1) pm Q> � O]IF LL - - - - W M - II (J F- e OC=r 0 0 0�D OL.,�J m z' $ EXTERIOR DEEP FLUSH I EXTERIOR Z Z. >d MULL FACE CAP- A20778 Z) 9 `U _JJ.J FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAPS FIG.2:1.25"X 3.25"X.624"MULLION&FACE CAPS U) g o LU 0 ob w o- MAY ALSO BE INSTALLED .__.______________________________________________________________________________________ to n. c DEEP EXTENDED TOWARDS EXTERIOR. O J O Y MULL Faa30caP ` FIG.4:MULLION END CAP EXAMPLE v v7 12 Z o. O INSTALL I ADDITIONAL WIIUSCREW p" � Tn _ MULLION END CAP TO SPAN BOTH _THROUGH THE NAIL FIN ON EACH SIDE R s ul m O m SHOWN,EQUAL-L MAY A SDBFRAME WINDOWS.ADHERE WITH SILICONE OF THE MULUONIFRAME ASSEMBLY SHOWN,MASA FLANGE 1 �� ���, INSTALLED ASAFLANGE Q � i TUBE CENTERLINE -�a FRAME(SEE FIG.1) I NOTES FOR MULLION END CAP: � 1)APPLIES TO FIN OR • I J-CHANNEL FRAMES. I --------- JAMBS.REQUIRED AT HEADER AND I o�D DI I JAMBS. I I j EXTERIOR PICTURE WINDOW WITH VERTICAL f VERTICAL MULLION SHOWN, ' I SIDE VIEW ALL WINDOW TYPES AND DEEP FLUSH MAY ALSO BE INSTALLED EL 720178 TOWARDS INTERIOR. I MULLION ORIENTATIONS MULL FACE CAP \ I APPLICABLE. } SEE CROSSSECTION MU WON �` t I MAY REQUIRE EXA/.PLES,FIGS.1.3 FOR l 111 FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS IN FIE i r LD TRIMMING WINDOWTOFRAMEATTACHMEHT. ��( LYNN I 1948• NOTES FOR MULLION TO WINDOW ATTACHMENT: i .760VERTICAL MULL TO N0.55705 1)RECOMMENDED ANCHOR LENGTH=MIN.3/4' �— —� STRUCTURE Sc. 2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. I...I-- FRONT VIEW ; fr j MULLION END CAP �'. yz�OFS 3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALL WINDOW TYPES AND 0'� I RIGID PVC ' FCORVO''.•''���` MULLION ORIENTATIONS APPLICABLE. i 2XSIDEVIEW `�..... 4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW / .I f LYNN�NAL ILCg'�a \ R,P.E. A M FRAME MEMBER BEING MULLED. FL P.E.#.58705 USE THIS SHEET FOR CLIPPED MULLIONS p 'DETAIL A: _l$�l o MULLION- DETAIL B: MULLION MULLION TO2X WOOD BUCK MULLION ATTACHED TO 1X aucKSTRIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, gz (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) soiKHER�s SEE SEE TABLES 2B-0B LL SEE NOTE 11 0) 1 ^ SHEET I. �•• '• EDGE Z E17HER THE I I 4 I I I CONCRETE OR CMU I -• 1 EDGEDISTA E, OFFSET I ° I I ,I �` SEE SEE TABLES J OFFSET MULL -y- - -- 4 -EDGE- I EDGE DISTANCE 2BAB -U g CLIP MAYBE I DISTANCE o I e - - -FOR MASONRY - - - -- -- -LL o - — ---INSTALLED �, e° I II FOR WOOD I I ANCHORS THIS METHOD. SCREWS °Q4 Q I I I SIDE VIEW W ° 4 a\ ♦< \ m Z ((DD 0 ERHER THE� f- STANDARD () m 4a OFFSETMULL2' 2 f-f CUP MAYY BEBE 4 EXTERIOR o // ° INSTALLED BY TA !- ° 4 4 EDGE �� THIS METHOD. Z V J .- o ° 4 DISNCE 4 FOR a Q Z L7 MASONRY °4 Tn O a THE OFFSET CLIP IS ANCHORS W ' RECOMMENDED FOR < � Q o0 m I EXTERIOR °° FINfRAMED OR LU J o S JfilANNELWINOOWS, (n _ BUT MAY ALSO BE O H O Y USED FOR DRIER O (n O co FRAME TYPES. O Z tD O TYP.ANCHOR In O PER SUBSTRATE, Vr a 43 m0 m TYP.ANCHOR SEE TABLES 2BAB , 9 TYP.ANCHOR l-PER SUBSTRATE, _ uI ¢ BUCKSTRIP PER SUBSTRATE, / SEE TABLES2B-0B + / AND SEE TABLES 26-40 DISTANCE 'T ATTACHMENT SEE TABLES I •' "� �i BY OTHERS. T- SEE TABLES Eh10EDMENT' SEE NOTE I, EMBEDMENT BUCKSTRIP 2B48 1 •'. SHEET I. 1- AND .. ATTACHMENT - • BY OTHERS, •• MIN 2.7 KSI CONCRETE OR CIVIL' "'•'• SEE NOTE I, . •. SHEET I. •' .-MULLION FRONTVIEW SIDE VIEW SEE SHEET FOR HOLE LOCATIONS MAY ALSO BE INSTALLED 1 FRONTVIEW DIRECTLY TO MASONRY: TYP.ANCHOR - c /-PER SUBSTRATE, c / SEE TABLES 2843 INSTALLATION NOTES: /L.250•MAX FOR EMBEDMENT'• 4 - E ALL MULLIONS + - •.• •'- • ° 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIN 2.7 KSI CONCRETE OR CMU , 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE '.• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 05 FOLLOWING SHEETS.FOR DETAILS A.C.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. = ('IO 561 i 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ! O w: 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B,THIS SHEET. •`-Fj 5,ATE : rL A.LVNN MILLER,P.E. FL P.E.#58705 USE THIS SHEET FOR DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS ® ; FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION g��<� (F-CLIP) (ANGLE CLIP) INTERSECTION m'� o (U-CLIP) 4: SEE DETAILS A&B, I '^ NOTES FOR INSTALLATION OPTION E: 2 w s SHEET 4 FOR INSTALLATION \\ TO SPECIFIC SUBSTRATES. VARIES c j 1)MULLIONS MAY BE INSTALLED IN 'TEE'OR"CROSS"CONFIGURATIONS. MUUJON 2)U-CUP MAY BE INSTALLED IA HORIZONTALLY(SHOWN)OR / TOP VIEW VERTICALLY. Z MULLION .-VARIES � J . 012 STEEL SCREWS._ _ _O SELF.DRRLING OR PRE-DRILL co m I ``X MULLION AND USE EMS Z co j G1 o I EXTERIOR , I I MULLION STANDARD MULLION CLIP _ TYP.ANCHOR z w ' STANDARDMODIFIED MULLION T FIELD PERSUBSTRATE, T LINTERSECTION W O CONDITIONS. I SEE TABLES 2IL4B U.CLIP J z ram.. j i I EXTERIOR o MULLION 1 QQ I j jl I w J 9 I Ij I I I co JJQ o 1CD i I i I I ANGLE CLIP. FRONT VIEW w � Q I _ 4 ` I 1 I I 2 PER MULLION ENO, � Z O C) I I MUSTBEINSTALLED O•• 1 O 1 i i INSIDE OF MIAL U) �10 0� DETAIL F: _TYP.SUBSTRATE. R MULLION ATTACHED TO SEE TABLES zsae STEEL STUD (STANDARD CLIP SHOWN) INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR — STRUCTURE ALUM,CMU OR MASONRY MODIFIED IN-FIELD. TYP.NCHOR PER SUBSTRATE, EXTERIOR A / SEE TABLES 2BAB f. ® ® INTOWOOD,STEEL, ® 0 ALUM,CMU OR MASONRY 1 EDGE MULLION DISTANCE PER ANCHOR EDGE I --(}�DISTANCE E PFRANCHOR FOR STEEL STUDSTHINNERTHN `�••�\��,`l'•Y}GENSE '•`�� �i FRONT VIEW 16 GAND COMPLIANT WITH THE FL BUILDING F' CODE,A2XFI.I WOOD BACKER MUST USED. - .' NG•cg70S ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS !/ - NOTES FOR INSTALLATION OPTION D: -13 NOTES FOR INSTALLATION OPTION F: 5 ••�� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE y ?LTC O ' FL ORlO .•• 1 INSERTED INSIDE OF MULLION. 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 2A USE THIS SHEET FOR Mullion Capacity Table(IbslB) CLIPPED MULLIONS �3 Opening Width(forver6cally-spersling m7Aliols)or Opening Height(for hDgzontally-sparWrg m Worts) g,x� HJ in Win 70 in 801n BON 1W in 1201n 140 in 1®In $y) u 125 t4 325 Rectengti� Trdp/Trixrg. Rectangula Thip/Liang. Rmlarguta TrepRdatg. Rectagda Tra h Trap/Trlang. R.Welida p1rd-9. Rectangular Tpp'ung• Rectangular Trep/Ttlrg.a Rectang 7-J, a Ili Treprrdare Rppmrgaa rrepndag. USE RECTANGULAR '. :.196 Wading Laedire Loading Loading Lwdrg LeadingLolling Leading Leadin LeatBrg Loading Lending Loaning Loading LcerHg� Loading Lw®na Leading LOADING FOR ALL TEE OR Syr M Alum.TubeT r r r r r r_ r a z• r a r_ r r r_ �• r _ r_ r r CROSS CONFIGURATIONS, 2flon Yi a � yL g a B g ttk CAND ONTAI ASSEMBLIES GONTAININGASINGLEIDOUBLE HUNG WINDOW. o� U) 421n 70.0 256 70.0 179 70.0 306 70.0 197 70.0 357 70.0 1 208 70.0 408 70.0 214 MA 459 70.0 214 1 7010 510 70.0 214 70D 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 USE TRAPEZOIDAL ZO 48 in 70,0 .2W 70.0 216 70.0 350 70.0 241 70.0 408 70a 259 7010 487 70.0 272 70.0 525 70.0 279 HIM 583 70.0 260 70.0 70D 70.0 200 MM 817 70.0 280 70.0 9M 70.0 280 /TRIANGULAR LOADING FOR ALL OTHERS. J 50.8251n 70.0 30B 70.0 232 70.0 369 70.0 280 70.0 431 70.0 282 70.0 491 70.0 208 l0A 55d 70.0 709 70.0 616 70.0 311 70.0 738 )0.0 311 70.0 861' -7D.0 311 65.9 927 -70.0 311 --- - - ___ LL 64 in 70.0 328 70.0 262 70.0 3B4 70.0 294. 70.0 450 70.0 311 70.0 525 70.0 331 70.0 591 70.0 345 70.0 fi56 70.0 352 70.0 788 70.0 3M 662 669 70.0 354 57.9 869 70.0 354 CD o 601n 70.0 365 70.0 289 70.0 430 70.0 328 70.0 610 70.0 362 70.0 B83 70.0 369 70.0 656 70.0 410 70A 729 70.0 425 593 746 70.0 438 51.2 746 70.0 438 44.8 746 70.0 438 CO � m Win 70.0 383 70.0 307 70.0 459 70.0 350 70.0 SM 70.0 381 70.0 613 70.0 416 60.7 fir? 70.0 443 619 fi77 70.0 462 51.8 677 70.0 481 44.2 677 70.0 402 38.7 fi/7 70.0 452 I=" W 63 in 70.0 401 70.0 325 70.0 481 70.0 372 M.0 561 70.0 413 673 617 70.0 447 59.8 617 70.0 476 53.8 617 88.7 489 44.8 617 64.4 4W 394 617 63.7 482 33.6 617 63.7 482 0.g m p� 72 in Me 439 70.0 382 68.1 518 70.0 Mfi 592 518 85.2 432 519 518 558 425 48.1 518 54.2 41B 41.4 518 50.7 114 34.5 518 48.8 408 29.8 518 45.0 405 25.8' 518 45.0 40.5 Z J $ ? 76 in 70D 462 70.0 386 5fl7 465 62.6 398 50.3 465 54.9 390 44.1 465 49.4 384 ;9.2 465 45.3 378 35.2 465 42.2 374 29.4Wr 465 30.5 354 22.0 485 36.2 363 2 8 �o 761n 652 M1 68.0 397 54.3 M1 57.7 3T9 46.8 441 50.6 372 40.8 441 45.4 366 36.2 M1 41.6 3W 32.6 441 38.7 356 27.2. 3 441 33.1 346 20.4 441 22.7 345 u0 J O Win 42A 332 43.6 2B5 354 332 37.0 289 W.3 332 323 204 255 92 2flB 2W 9.6 332 2fl1 276 212 332 N.1 272 17.72 3R 19.6 T62 13.3 332 16.7 2W Q O MB6 in 35.0 281 35.B 2W 2B.1 201 30.3 258 2i0 291 TBA. 252 21.9 291 23.5 248 19.4 281 21,3 2M 17.5291 1g.5 247 14.6 5 291 15.0 232 W x O 11 108 in 24.8 2W 25.1 20B 20.5 230 21.1 209 17.5 230 18.3 201 79A 230 tB.2 1B6 -i g0 S I1J IN a d 111 re 22.8 216 73.1 1W 18.9 216 i9A 189 16.2 278 16.8 181 14.1 Z76 19.9 1® rn M 120 in 179 187 18.2 170 14.9 187 15.3 167 O X O `1 SEE CAR 190-1075 FOR CERTIFICATION. � N CDo..`- o O TABLE 2B v tf)m O s Anchor Ca lie Table ANCHOR CAPACITY ADJUSTMENT FORMULA: 1= I Susshe16: 2.7kCpnple1e 3.5kCme. Hall=CMu FBIedCMU PT Mod Meta (DP,)X(ANCHORCAP.......)-ANCHOR CAP.„a YPe: 5116•Elm 1/P SS Elm 1110'Eke W 55 Ell, 1115 teel 012 Steel A72 Sled Amnon T 116.film uureepn ve•Elm tn5m4n vi(•El-unmlnn v4•nm u4mcon AggreGala utnsen AgpeGela sere«(G5)S-M) snrea(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor ClipPaKpma tnlranpn Edge Distance(In): 1• 2-1/2' t' 2.1I2• 31184 1' 2.1/2' 1- 2-12• r 3-118' 2' 0.46• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN j Embedmenl 01 1=314' 1-14' 1.14'' 1-3/4' r 1-1/4' t-1/4' m 4• t-1/4' 1-1/4• 1-IIP 2' ta/6' t•ve• -1. ACTUAL PRESSURE REQUIREMENT FOR THE I 2 Anchore 04.76-Min.O.C./Sla lard or Offset Clip(Fill.1): 390 Ibs 390 Im 450 lie 8W 9n 1644 Ibs 2701hs 2so uns 354 ibs 740 Ilia 37415s 04 ros 946lb. 341 ms "2!be 660 ws OPENING,WHEN IT IS LOWER THAN THE MULLION f 4 Anchao Q 1.15•Min.O.C./SuOtad(ar Offset)01p(Fig.2): 4W lbs 703 Ibs WA WA NIA WA tN10k LN/A NIA WA WA WA 6521bs 665 Use 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED I 4 Anchae(�3-Min.O.C./(2)NIS Angle Clips/(Fig.3). 7W lb, 7W We 6W 0. 16601bs -lam lba 640 me 7W lee 74e Its 6W Inc 1892 ms 682Ibc 665 the 1120 Me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Ancnae Q 0.54'Mla O.C./U-Mp•into.l W'Alum.(Fig.d): WA WA WA WA WA NIA WA WA WA WA WA WACAPACITY WHICH MAY BE USED TO QUALIFV 225[be 4450m e22be135M 3701bf 1871W 332 IDs 473Iles 170 as 221164 260Ib9 ADDITIONAL ANCHOR OPTIONS FROM THE2 Anchors Q 1.15'MIn.O.C./FCJIp(Fig.6): 2401be 350 Ibs WA WA N/A NIA NIA WA WA WA 341 Iba M71bs SW Ibs ANCHOR CAPACITY TABLE. I FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN): TABLE NOTES: 1.250' 1)SEE SHEET 9 FOR INSTRUCTIONS ON U81NG THE TABLES.SEE SHEETS 3-5 FOR GENERAL ' INSTALLATION METHODS. 11 tilllf/j/ f 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. `\VGUj• Ifflq•-•11 FIGURE3: 3.250' ��;''wGflfJSF ... ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ; SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ••}7T BECLI P MUST SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No•58705 _ ED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - � S a GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100' --'O '�o1� 1S W FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��•' E OF • • 6063-T5 AND BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND 2LY�NWOM'�[L�L'ER, .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALLLEI ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL1.25'X 3.25'X.100'#10 8#12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 4105.5. MULLION P.E. ' FL P.E.#58705 ) I TABLE 3A USE THIS SHEET FOR �� Mullion Capacity Table(IbslR) CLIPPED MULLIONS Opening Width(foriteracaly-spanning mullions)or Opening Height(fur horizontally-span ling mullons) - �x d 9In 60 in 70 In so in gO In 100 in 120 in 140 in 16D 1. Rectangular Trapftdang. RedarWW T&WTdeng. Rectangular TraprTMng. RecinrgWa TraplTrlag. Ratargutar Tr4pfTrian9 Recangular Trapridarg. Aeelangulan Trap/Tde ReN la Trapttda Rasa J Tee 125 X 325 ne. N. n9 prtdane. USE RECTANGULAR l�-- n.624 Lwra Loading Loading Loading Loading Loading Loading Loading Loading Loading leading Loading L-AN Loading loading Loading Loading loading LOADING FOR ALL TEE OR byrl W CROSS CONFIGURATIONS, Alum.Tube 3• _ _ a r x r r S £ _ r _ _ _n_ li Mullion `� g B g 8 g, 8 g 8 B 9y AND ALL ASSEMBLIES T. i3�' t�� c� r iY` � � iJ CONTAININGA p .5 § S•r (pI @'t yyyy 5�k gyp .� IpI 5'€ qqpp �'a= § &g § �'k `� y�g _fi• 6-' �g fi•� •;t yip& SINGLEIDOUBLE HUNG ^n dy i dy i� d 3 f� d d WINDOW. y ffi 421n 70.0 265 70.0 179 70.0 306 1 70.0 197 70.0 357 70.0 208 70.0 408 70.0 214, 70.0 1 459 70.0 214 70.0 1 510 70.0 214 70.0 1 613 70.0 214 70.0 715 70.0 214 70.0 617 70.0 214 USE TRAPEZOIDAL Z 46 in 70.0 292 70.0 216 70.0 39 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 70A 683 70.0 280 70.0 700 70.0 280 70.0 617 70.0 280 70.0 9M 70.0 2BO /TRIANGULAR LOADING FOR ALL OTHERS. J _ J 50.625 In 70.0 30D 70.0 232 70.0 369 MO 290 70.0 431 70.0 262 -7U.0 492 70.0 298 70.0 554 70.0 308 70.0 615 70.0 311 '70.0- 738 704 311 70.0 Sal 70.0-.-311 70.0- M -70.0 311 - - - _ � _LL 64 In 70.0 328 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 526 70.0 331 70.0 601 70.0 345 70.0 656 70.0 352 70.0 788 70.0 354 70.0 910 70.0 364 70.0 1050 70.0 3rA O ! C. 00 in 70.0 305 70.0 289 70.0 436 70.0 326 70.0 6tO 70.0 362 70.0 583 70.0 389 70.0 1% 70.0 410 70.0 729 70A 425 70.0 675 70.0 435 70.0 1021 70.0 438 70.0 1167 70.0 438 m (1) (0 i BJ in 70.0 761 70.0 307 70.0 49 70.0 39 T0.0 536 70.0 367 70A 617 70.0 118 70A Bag. 70.0 043 T0.0 766 70.0 162 70.0 918 70.0 481 70.0 1072 70.0 482 70.0 1225 70.0 482 F_ W F- 6fi In 700 401 70.0 326 70.0 481 70.0 372 T0.0 56t 70,0 413 70.0 ri12 TO.O 497 l0A T22 T0.0 178 70A 802 70.0 49a 70.0 883 70.0 525 70.0 11Z4 70.0 529 68.1 1248 70.0 529 2 �i �. J 72 in 70.0 438 70.0 362 70.0 SO 70.0 416 70.0 013 70.0 464 70.0 700 70.0 508 70.0 7" 70.0 541 70A' 875 70.0 571 69.9 1049 70.0 513 59.9 1D49 70.0f 1049 70.0 630 Z .J.3 m 76 in 70.0 462 70.0 386 70.0 554 70.0 445 70.0 647 70.0 498 70.0 739 70.0 544 70.0 831 70.0 %5 70.0 924 70.0 620 59.5 941 70.0 671 51.0 941 70.0 941 70.0 102 76 in 70.0 474 70.0 398 70-0 589 70.0 459 70.0 664 70,0 515 70D 758 70.0 561 70.0 853 70.0 607 66.0 894 70.0 644 55D 894 70.0 ree 47.1 894 67.0 894 66.1 698 2 1n J ct BO In 70.0 647 10.0 471 70.0 656 70.0 647 61.4 971 65.3 575 53A 671 58.2 566 47.7 671 53.9 69 43A 671 48.9 551 35.8 671 43.1 539 30.7 671 39.7 671 37.9 52D Q C4 BB In 70.0 W3 70.0 507 59.D bB0 61A 518 60.6 59O 63.4 609 44.3 90 47.5 502 39.3 90 13.0 /94 35A 590 39.6 I86 29.5 590 3{.7 177 25.3 590 31.5 O w x toe in 49.7 IeB 9.8 421 11.4 4W 42.8 414 35.5 456 37.1 408 31.1 496 328 402 O g W IN n D' ill In 45.6 441 48.7 100 30.2 M1 39.3 383 32.7 491 31,1 387 28.8 441 30.2 362 � 47 j 120 m 363 3)8 36.8 3N 30.2 3T6 31.0 339 O x O Y i SEE CAR 190-1076 FOR CERTIFICATION. LO N u j o O C) v .N �� LDm0s.TABLE 38 Mchar Capaetty Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: N (C m �1 Substrate. 2.7k Lbnciat 35k Cana HaV4 (MU FOetl CMU PT Wood Mari (ppp)X/ANCHOR CAP.,,,,,, \nANCHOR CAP.,,, '`c 5'IE Ow t/4"SS FJcc 5.16•Elm 1/4•ss taco 010 Steel' 012 steel 012 Steel `MULLION CAP., ,,,a,/ Andy r7Pa: 3'1c om tA�n„ va•and ullmmn 3r16•Bm LAmcm 114•Elcd tr3reun USE THIS FORMULA TO OBTAIN THE'ANCHOR j Mtilor Cllp PattOma Uluacon AOgreGWor IMraan ApgSS Elu Snm..(GS)Svew(GS) 5cew(GS) t} Edge OeI.:On1 1• 2412' in2412' 3.1w 1• 2.1r2" 1' 2-tf2• 2• 3.1/e• 2• 0.46• 0.54• 0.32C CAPACITY REQUIRED°CORRESPONDING TO AN Em�e. Oo: 1-3/4• 13R• 1-314• 1a4• 2• 1-1/4• 1.1/4• 1w4• 1.1/4• 1-I4• 1414` 2• I-are• lara• .eoae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Andnn @ 4.75 Min 0 C.-/9anlad Or 06set UP(Fig 11 390 ms 390 Its 49 ms 89D Its 1644 ms 270 es 28D bi 354 lOs 7401bs 37A ms SrA Iba 9d61bs 341 to. bat O 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arehas @ 1.15'Min,D.Q f SU dam(cr Orl )CUP(Fla.2): 480 me 700 I5s WA NA WA WA 383 ms WA WA WA WA NA 92ms cgs ma 112D IW CAPACITY(FROM THE TABLE)OF THE SELECTED ' 4 Arcon h ®3•Min.O.C.r(2)2,5 Argla CIO./(Fig.3], 760 me 780 am 680 ma 1560 too 1896 lb. S40 Ins sw to WA 7601bs 748 ma 860lbs 1e92 Da 6a2 ma gas ma 1120 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 A.h.O0 D.54•Min.O.C.I ULiip,into.100'AWm(Fig 47 MIA NA WA wA NIA WA WA WA WA NfA NA wA WA wA 00 tte CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ardor/FLip(Fig 5): 165 ma 19111, ffima ws bee 922 bee 135 me 14064 Of Ss 3701bs 187IM 312 ms 473 m, n0 ma 221 ma 2eo lie ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 11 S'Min.O CI FLB n 6). 240 ma 391ba NIA WA NIA WA 190 bi N/A WA WA wA WA 341 ma a471hs Me lbn ANCHOR CAPACITY TABLE. FIGURE 1 STANDARD CLIP SHOWN: FIGURE 2 STANDARD CLIP SHOWN): TABLE NOTES: 1.250" • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 35 FOR GENERAL i INSTALLATION METHODS. 11(iIl l,fr/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. N•(L ,14/� /i�' FIGURE3: �,0 ••,!4c 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �'_� .- ��CENSF •. 'P ANGLE SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250' �i 1 CLIP MUST � P• Ee 1BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. IJO.58705 i IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 15 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -O Z�-� U.- I{ FIGURE4: FIGURES: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .6 24• ���••. 57.TL-OF • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T FLORIDA.•'�� j • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL '''r0'^"••••" flj ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 3.25"X.624' i `��0 AL `• #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR'410 S.S. MULLION A.LYPIN'MILLER,P.E. FL P.E.#58705 I TABLE 4A USE THIS SHEET FOR Mullion Capacity Tama 91se CLIPPED MULLIONS Opening Width(for verticall spannIg mullions)or Opening Height(for hod2onta*sparWng mullions) 501n 60 in 70In 80 In 901, aW in 120 in 1401n 160In USE RECTANGULAR 1.25 x3.94 P.1-go. Tnpr7darg. 1PI-languhr mPrrnana Faclangwar TIaP7nan0. 1leetangular TreprTna,g. Ratlatgda irdprtdang. Racuang<4ar rmprtnang. naemrgmar imp/rnang. 1Ta4fangWa rreyrnarg. Reclangmar rroPrrdan9. LOADING FORALLTEEOR zao 0 x.624 Laadlag Lang L-dna Loading Loading Loading Loading I-n[Ig Leading Lo Id L0ading Loadln9 L dng Lomn9 L.Ong Loading Lwarg tnaaing CROSS CONFIGURATIONS, S�nz ANDALL ASSF-MIBLIES _ Alum.Tuha Z 9,_ _ _ y �_ �• 3• _ _ _ r _ _ �_ _ P _ +: _ F _ .F _ _ CONTAININGA n Mullion Q �� � � �+ � a'S� �g () SINGLEIDOUBLE HUNG rn a gp g a a pp g¢�g } �� 2 yp a a pg g yg WINDOW. tj d ��1 I, � 3 a" 2�@ 3 2� d USE TRAPEZOIDAL 'n 421n 70.0 25S 70.0 179 70.0 308 70.0 107 70.0 357 70.0 209 70.0 408 70.0 214 70.0 459 70.0 214 70.0 610 70.0 214 70.0 (113 70.0 214 70.0 715 70.0 214 70.0 817 1 70.0 214 /TRIANGULAR LOADING Z FOR ALL OTHERS. O 49 in 70.0 292 70.0 718 70.0 359 70.0 241 Ina dOB 70.0 759 70.6 487 70.0 272 70.0 525 70.0 279 70.0 583 70.0 280 70D 700 70.0 220 70.0 817 70.0 280 Ta.O' 933 70.0 280 J Q J �, SO.fi751n 70.0 308 70.0 232 70.0 369 70.0 780 70.0 471 70.0 282 70.0 402 70.0 298 70.0 654 70.0 308 70.0 61fi 70.0 311 70.0 738 70.0 311 70.0 -881 70.0- 311 Too 984'-70.0 -311 - - 54 to 70.0 329 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 525 70.0 1 331 1 70.0 591 70.0 345 70.0 650 70.0 352 70.0 768 70.0 354 70.0 91s 70.0 354 70.0 105D 70.0 354 O Bah 70.0 365 70.0 289 70.0 438 70.0 328 70.0 510 Too 302 70.0 553 70.0 389 70.0 (1% Tao 410 70.0 729 70.0 425 70.0 875 70.0 438 70.0 1021 70.0 438 70.0 1167 70.0 478 to 63 in 70.0 383 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 70.0 613 100 418 70.0 689 70.0 443 70.0 766 70.0 462 70.0 919 70.0 481 70.0 1072 70.0 482 T0.0 IZ25 70.0 452 66 In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 642 70.0 447 70.0 722 70LO 476 70.0 802 70.0 498 70.0 SO 70.0 525 Tao 1123 70.0 520 70.0 1283 70.0 529 S� U)6 0 $In0 43B 70.0 382 70.0 525 70D 416 70.0 613 70.0 464 70.0 MO 70.0 506 7DA 79B 700 541 7D.0 875 Too 571 70.0 1DS0 70.0 613 70.0 1225 70.0 630 7a0 1400 70.0 610 Z J S0 462 70.0 386 70.0 554 70.0 40.5 70.0 647 70.0 498 70.0 739 70.0 644 70.0 831 7Q0 S95 70.0 924 70.0 GM 70.0 110a 70.0 871 70.0 1297 70.0 698 Too 1478 70.0 702 A 1 0 474 70.0 308 70.0 SO 70.0 459 70.0 664 70.0 515 70.0 758 70.0 564 70.0 853 70.0 607 70.0 946 70.0 644 70.0 113E 70.0 700 70.0 1327 70.0 732 68.2 1477 70.0 739 J 4rT o 547 70.0 471 70.0 am 70A 547 70.0 788 70.0 617 70.0 875 70.0 681 70.0 984 70.0 TM Too 1094 MO TOO 59.2 1110 70.0 875 5a7 t110 es.e 575 44.4 11 o e2.7 a70 0 583 70.0 5D7 70.0 70D 70.0 591 70.0 B17 70.0 6E8 70.0 933 70.0 739 65.0 875 7010 6D4 58.5 915 684 807 48.8 975 57.4 789 41.8 975 52.3 776 W X0 MA M.0 we 68.5 "1 70.0 578 58.7 771 61.3 674 51.4 771 54.3 664 W4 70.0 599 83.1 730 65.0 650 54:1 730 56.3 640 47.3 730 49.9 631 120tn 51L8 824 61.0 569 49.9 624 51.2 560 C) X 0 1 144 in 74.7 423 35.1 400 1 0.9 433 29.4 395 10 (may Lr) O SEE CAR 190-1077 FOR CERTIFICATION. p E It (n ct t(T m O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: ..an X'm t Anchor Capacity Table Iba (DP_)X ANCHOR CAP.,,,,,,,,, l, Subabale 2.7kCaa:rot0 3.5kC0no. HDO-CMU FRI4dCMU PT Wood MOW MULLION CAP.,_,,,,,)=ANCHOR CAP... 5'16'Eko 114'SS El' 511G Eleo 1/4'SS Eko d1051ea1 d123teel d12 Sleet Anchor Type: 3II6'Elco Ullacon 1l4-Elca UBracm 3/16•Eko Udacon 1l4•Eko Una= USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns uh.- Agipm,Wr URmcon AgS.Gotsr Scrow(G5)scmw(GS) scrow(G6) CAPACITY REQUIRED"CORRESPONDING TO AN Ed1P Distance(In) 1• 2.1rz• 1• 2.11r.. 3418• 1• MIT r 2.112• 2• 3-1/8' 2' 0.411• 0.540 '0.324• ACTUAL PRESSURE REQUIREMENT FOR THE mb Eedment 0n: 1-3/P 1-3/4' 1.3/4' 1'314' T 1.114• 1.11T 1.114• 1-1/4• 1.114• 1-114• 2" lava, tale• ,atlas OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Ancl a @ 4.76•Min.O.C.I Standad a Oftel alp(Fig.Ij 390 lbs 3901ba 460160 6901bo 1644 Wa 2701ba 2801ba 3541ba 740 ma 3741ba 664 0n B48Iba 341 6a 442 Q 5601bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchas®1.15 Min O.C.I Standard(or OOset)Clip(Fig.2} 4801bs 7001bs WA WA WA WA 3801bs WA - WA WA WA WA 682 ba 885 0. 1120 to MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anrlom @ 3•M-n.O.C./(2)24 AVe Min;I(Fig.3Y 7801ba 780 M. am Iba 15M Iba 16991h 540lb, 560Ibs WA 76011u 7401 W abo Iba 18921bs 6821. BB51 W 1120 Ea CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anch-C 0.S4'Min.O.C.I UCip,Into.100'Alum.(Fig.4)� WA WA WA WA WA WA WA WA WA WA WA WA WA WA t2W ma ADDITIONAL ANCHOR OPTIONS FROM THE t AncbOr/l` o(Fug.5): IBs nos 795 Da 2251ba 4451m e221bs 135 lbs 1401De 177lbs 3701bs 187 Ins 332 ma 473IOs t7l)ma 221161 ZeO nos ANCHOR CAPACITY TABLE. 2 Anclmm @ 1.75'Min.O.C./Ralp(Fig.B 240 Iba 350 Oro WA WA WA WA 100Ib4 WA NIA WA WA WA 341 m 442 0n 680 Iba 1 1.250' FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN): TABLE NOTES: [ • • k • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. c��I y LYNN FIGURE 3: QN (( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' �4�,•''\�GENSF ..fP CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS v4 BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T7 IdO.5B705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SI4ALL -3 U- ,'; )S W BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 624' S 11 TC F .j 6063-T5 AND SEA MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -1 T ''•.,FLORID?.•' G��� 1 .046'THICK It GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL %�Sr. •� ) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 125"X 3.94'X.624' A.LYISN'MILL6.1R,P.E. MULLION FL REM 58705 1 ( 1.250' .740' USE THIS SHEET FOR �. r CLIPPED MULLIONS W 1.250' 1.250"- {-{F--126" h-•125"25"S 063-T6 ALUM 2.0ji 6063-T6 ALUM. 2.125 2X5 ANGLE CLIP 3.94" XSEC710N U•CLIP 2.000' 6063•TB ALUM.1 6063-T6 ALUM. Co 3.250' 3.250" 11 .125" X-SECTION X•SECTION •125^ 5 .125'� Z .100' -j. T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE O .624" .624' DASHED BOUNDARY.SEE TABLES 28-0B FOR THE J Q -7- _ 1. -- --- -- - -ANCHOR O.C.-DISTANCE.MAXIMUM ANCHOR- --1 .820' 1�- ) --i.820' I-- ,i .820' 1--- HOLE DIAMETER=ANCHOR DIAMETER a 1/16% - � _--m _u_o 5.500' C) 1.25-X 325'X.100- 1.25'X 3.25'X.624" 1.25"X 3.94"X.624' 5.000' W Z P) MULLION MULLION MULLION 3 125" CUf MERE TO 375" .375" 03 Q (D I 600ST5 ALUM. 600ST5 ALUM. 600ST5 ALUM. .375' --1_CREATE F-CLIP.SEE MIN. D N DETAIL F,SHEET 4 rt. f- X-SECTION X-SECTION X-SECTION MIN. I ._ _ Z .375 _W m I r-------� I r------- CENTER OF r--------- ----------1 .375' I I I I ANCHOR HOLE I I Z INSTRUCTIONS: I MIN. I I I I I MUST LIE WITHIN I I 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE I I i THEDASHED i I I I BOUNDARY.SEE I OPENING USING THE ASCE-7 STANDARD. I I I F TABLES28.4B I Q FOR THE F j - - - -j rL W Z cm2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE I I I ANCHOR O.C. FENESTRATION PRODUCTS FRAME DEPTH. I l I F I DISTANCE i I W Z �o t I I I MAXIMUM I I O O l 3)REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS I i I i I ANCHOR HOLE J N RECTANGULAR'OR'TRVJGULARliRAPF101DAL". DIAMETER o ANCHOR __---------_---- \-----' � 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIM FROM DIAMETER+1116'. TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, - 2X5 ANGLE CLIP V= n m O s. USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT STANDARD CLIP U-CUP 6063-78 ALUM. $ m (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR CENTER OF ANCHOR HOLEMUSTUE 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW HORIZONTALLY).THE MULLION CAPACITY(LBSIM)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR TABLES 2B-48 FOR THE ANCHOR O.C. TABLE C I THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: DIAMETER=ANCHOR DIAMETER+1/16". ' 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN F 2.260 1.25'X 3.25' THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE X.1D0' REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY --5.50(r G 0.750 Aluminum THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION 375^� I M 1.500 Tube MullionCAPACITY. MIN.---^^^iii 375" F 1.938 1.25'X3.25' I X.624' 6)FROM THE ANCHOR CAPACrrY(LOS)TABLE ON THE SAME SHEET AND --- -- ------ G 0.500 Aluminum USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE i 1 I H 1.438 - Tube Mullion I ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN I 1 I I I 2.525 1.25"X3.94"ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR I I I I X.624'CAPACITY IS MET. I I I I G 2253.25' Aluminum 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS �.F 1.500 Tube Mullion ! HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT --- NON•( yV FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH - -J '� •......... 4V/!� THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED TABLED Q� UICEN�E ,F.p I FOR THE SAME SUBSTRATE W-1, OFFSET CLIP Mull Dimeridon PGT Part#6063•T6 ALUM. (sheet fi) Mullion Std.Clip 0ffwt Cilp UCllp Angle ClipNO•.t87058)VERIFYTHE DESIGN PRESSURE RATING(LBS/FT')FORTHE TOPVIEW FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .740'-i 1.25'X3.25'X.100"(5) 2016D 6661127M W61124M 6662410M 6665115M --Lt MULLION CAPACITY(LBSIM)OBTAINED FOR THE MULLION SYSTEM.THE 1.26"X3.25'X.624'(6) 20161 6661128M 6661126M 6682411M 6665116M `� ••�2 S � LOWER OF THE TWD SHALL APPLY FOR THE ENTIRE MULLED 'O SAFE I •.�/� 1.26'X3.9d'X.624'(7) 20162 6881117M 8687128M 668241M 668517M .(� E Or FENESTRATION PRODUCT ASSEMBLY. C •'•F<ORID?-.•'•����� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC '�S� '••••• �j�� APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. A.LYNIV M LLER.P.E. FL P.E.#58705 I 't i Florida Building Code Online Page l of 3 bpr BCiS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Start i BCIS Site Map i Links ,Search bri Product Approval USER:Public User. Product Anorovat Menu>Prcdu_t or Application Search>.Application List>Application Detail FL 4 FL239-R25 Application Type Revision Code Version 2017 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 i Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive I North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com i Authorized Signature Jens Rosowskl I jrosowski@pgtindustries.com i Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowskl@pgtindustries.com Quality Assurance Representative , Address/Phone/Email Category Windows Subcategory, Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year of Standard)) Standard Year TAS 201,202,203 1994 i Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A I Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS l Bu8 CAEm... 2/20/2018 Florida Building Code Online Page 2 of 3 Date Approved 12/25/2017 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R2S C CAC 17063002.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R2S II 17063002.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063007.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063008.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063008.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multl-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063003.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes D5/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063004.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-54DO(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063006.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063006.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window https:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8 CAEm... 2/20/2018 Florida Building Code On l line Page 3 of 3 I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063005.DdF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063005.odF (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER j details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: � Back Nett i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 i The State of Florida is an AAJEEO employer.Copyright 2007-2013 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 mall 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 emalls 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 an be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Prod uctApproval Accepts: �W IMI IN® cleat Card Safe �i f ' I I i I I hops://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquSlBu8CAEm... 2/20/2018 MIAMI•DADE MIAMI-DARE COUNTY gi PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-250 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(ln Miami Dade County) and/or the AHD(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,beating the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0630.05 MfAM[DADE COUtvTY Expiration Date: July 30,2020 l rp Approval Date: November 30,2017 f/0117 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. - Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. AM-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding'glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTT"x spacer system and XL Ed eTM spacer system at insulated lass prepared b Fenestration Testing Laboratory, 1 g P Y glass,P P Y g Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 j 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per.FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,TestReport No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis.Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static-Air Pressure Test,Loading per FBC TAS-202-94 2)Large Missile Impact Test per FBC,TAS 201-94 I 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along'with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 ' Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and I sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. IS- 9.05 I Manuel rerezj P.E. Product ControOxakiner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNim-uED) 2. Glazing complies with ASTM E1300-09 D. QUALIT'Y ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS tcONTINTlJED1 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGias®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to-ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition(2014) and FBC 6tb Edition (2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries, Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and firing on 07/3 0/20. Man Pere P.E. Product ConZ ol E, miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8"MAX._ O.C.//_ RADII STOP i _ / "'� 54"MAX.BUCK WIDTH MAX.D.C. FOR ANCHORAGE DESIGN PRESSURE RATING IMPACT RATING HEADER(SIAL — 12"MAX.FROM AX.O - -HEADER(SIM FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL / \FRAME SEAM B.SEE -�MAX.O,C. 12"MAX / / \ WINDOW TYPES) LEVEL,SEE SHEETS 8.7 IMPACT RESISTANT WINDOW TYPES) �/ � SHEETS^ � -(f �\•- 10"MAX.FROM 52-1/8"MAX.BUCK WIDTH A,SEE - '� _... L- SEE SHEETS �r 1-1/4" B,SEE _.-- -30'MAX.D.C. ► SHEE73`r FIXED VISIBLE 12'MAX' FRAME SEAM U,SEE I_ 889 I 1j SHE ET3` --1Z"MAX' 1 I LIGHTWIDTH —]- SHEET4 A,SEE I- B,SEE II 30"MAX.O.C.--II f y 12' ---11 F-� 12"MAX. C.SEE '-'Y� SHEETS / + I ' / FIXED �_ A,SEESHEETS -" ~— SHEET4� 1 EQUALLY VISIBLE EQUALLY 17-7/8'MAX.O.C. SPACED LIGHT SHEET3i ANCHORS FER 17-718"MAX.O.C. SPACED _ _ / � TABLES 9-11 /HEIGHT _L EQUALLY / I ANCHORS PER - - _ _- - _ 91.78" A SPACED 17-7/8"MAX.D.C. TABLES 9-11 O I - / Q ) / MAX.-ANCHORS PER _ 0 84" BUCK TABLES&11 C I / 62" - -BUCK -�. MAX. _ _ T- HEIGHT MAX. • I " HEIGHT x ^ 10"MAX.O.C. HEIGHT X ��" 10'MAX.O.C. X 10'MAX.O.C. BUCK lr I ^r AS SHOWN - I-_ L I - I I y HEIGHT a X I 1 (9MAX.) EQUALLY --- ---� 13.3/4"MAX.O.C. EQUALLY L //7'SASH , 13-3/4° IMAX.O.C. L---- .-'/.-.-_-. 13.3/4"MAX.O.C. EQUALLYI / SPACED SPACED VISIBLE SPACED ANCABLES e-1 I Al TABLES 9SEE j ER HEIGHT I ETA ES _ _ L -�_._.-_ -.� SHE ET9 - Al 1 1A 8-12'MAX •}6-12"MA1C, I •1 fi-1l2'MAX -AT IS �._` _ NO ANCHORB pTSILL _ NO�NCHORSATS'NOT, NOTCH DETAILS, B 54"MAX.BUCK WIDTH -►-fN TCH DETAILS, Or---"J4a�-";4"L ~�I - NOTCH DETAILS, SASH VISIBLE SEESILL WEEP- SHEET3 LIGHT WIDTH SHEETS SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75"HEIGHT SEE TABLES411 ANCHORED THROUGH THE NAIL-FIN ; GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW (SIMILAR ANCHOR DIMENSIONS FOR OTHER FOR OTHER CONFIGURATIONS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES ....................... 1 ....................... 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS...ES....................................-...........1 3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESSTTHAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE L EQUAL LE"OXCHANNE,....3 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN..J.CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS..S.................-....-...._...........6 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT;INST.ANCHORS DESIGN PRESSURES...........................................6-7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS, ANCHOR QUANTITIES......................................... 8-10 , .6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES........................................11 7)DESIGN PRESSURES:. ASSEMBLY&PARTS LIST......................_...........12-13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: ' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),BTH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-15 STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2D15 PRODUCT RBY13E'a 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUISI 5100-12 as PRODUCT EVISwhh the F6ritfa 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROF]LES,.LTD WHITE&BRONZE/LIGHTER •AISC 360-10 U.ildiog Cod. �v�i SHADES OF CAP COATED PVC EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSOAF&PA NDS&ALUMINUM I cee AL ApinetC.Na/!�7•••W7a.O,J 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BYBUILOING OFFICIAL. LYN/y 7'�4 Rev/afm- Ex ,oi n Dato /�yja USER INSTRUCTIONS: ��� C`�' '�\CENSF M�l�'., UPDATED TO FBC 2017.-JR- ABr.n,r ad�cl .ar� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �� 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *: MD.56705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =.V 1 Oee.rip0on: - Dawn By: OPENING OBTAINED IN STEP'1. �� I�r•�I N.7VENICTECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 0•11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR O�'., TB D (V nee, Gate; YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i ••;c(ORIOp;..•'��� (D41)480.1000 5)INSTALL AS PER SHEETS FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FI N INSTALLATION. ''!sjS�O.. �NC,�` pGT 11DU8fWE9 e1o. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTEDESIGN PRESSURE RATING DETERMINATIO1418 THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 11 I1II 1\\ ALL RIGHTS RESERVED Sedas/ModN: Scale: Shee: Orawln0 No. Rev: ' INTEGRAL FIN OR EQUAL LEG/BOX). A.LYPE.4$8705 PE CERT.OF AUTH.#29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 B i • 1 I TABLE 1:ALLOWABLE GLASS TYPES Glen Design Pressure Glass Frame Frame Type Description(Listed from Exterior to Interior) Table#I Sheet#1 Types Options Configs. Shapes41.nInstallation Optionsithyy be used (see Fig B) (see Table 1) (see Fig Al (see Fig C) 6 7/6'Laminated I.G.:11W A Exterior Cap+Vie'Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer 4,5 6 8 7/8"Laminated I.G.:118"T Exterior Cap+7116"Air Space+5116"Laminated;(2)Utas of 118"A Glass with,090"PVB Inledayer 4,6 6 ....into 2X Wood Framtrip-sheet 3,option 17 7/6'Laminated I.O.:3/16"A Exterior.Cop+3!8"Air Space+6/16"Laminated;(2)Lites of 1/8"A Glass with.090'PVB Intedayer 4,6 6 Flange Equal-Lile, SquarefRect., e .-..into ConcretelCMU ,o8 7W Laminated I.O.;3/16"7 Exterior Cep+3/8'Air Space+6/16'Laminated;(2)Lites of118"A Glass with,090"PVB Intedayer 4,6 6 (#2) 5-16 OriellProNew Amh-Top& ::, plion 2&College Radius Top -...through 1X Buckstrincrete/CMU-sheet 3,option 39 7/6'Laminated I.G.:1/B"A Exterior Cep+7/10'Air Space+S/16'Laminated;(2)Wes of 1/8"H Glass with.090'SG Intedayer 7 7 ,...into Melel-sheet 3410 7/8'Laminated I.O.;118"T Exterior Cep+7/18"AirSpace+5116"Laminated;(2)Lites of1/B'H Glass with.090"SG Inledayer 7 7 ....into 2X Wood Fremlrip-sheet 3,option i11 71W Laminated I.G.:3/16"A Exterior Cap+3/B'A)r Space+5118'Laminated;(2)Liles of 1/8"H Glass wilh,09D'SG Inlede er 7 Box/ Equal-Ule, Square/Recl.,7 7Equaf-Leg 5-18 Oriel/ProMeW Arch-Tap& e ...,Into Concrota/CMU ,option 212 7IB•Laminated I.G.:3118"7 Exterior Cep+3!8^Air Space+5/10'Laminated;(2)Liles of 110"H Olesa with,o9D"SG Intedayer 7 7 (#4) &College RadiusTop ... through 1X eucKstdncrete/CMU-sheet 3,Option 3 M 718"Laminated I.G.:1/B"A Exterior Cap+5116'Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090'SG Intedayer 8 7 ...-info Metal-sheet ri option 4 14 7/8'Laminated I.G.:i/B"T Exterior Cap+5116'Air Space+7/16"Laminated;(2)Lites of 3116"A Glass W1lh.090"SG Intedayer 8 7 Through the ....into 2X Wood FramelBuckstrip-sheet 4,option 5 15 7/6'Laminated I.G.:3116'A Exterior Cap+1/4'Air Space+7116"Laminated;(2)Ules of 3/16"A Glass With.0B0"SG Intedayer 7 7 1 J-Channal Equal-Lite, SquarelRecl.,integral fin...... 5-8 Oriel/ProMew Arch-Top& ....Into Metal-sheet 4,option 7 18 7/8"Laminated I.G.:3116"T Exterior Cop+1/4"Afr Space+7/16"Laminated;(2)Utes of 3116'A Glass Wth,090'SG Inledayer 7 1 7 01) &Cottage Radius-Top Through the frame....Into 2X Wood Framel8uckstrip-sheet 4,option 8 of the window...... ,•-,into Metal-sheet 4,option B TABLE Z•ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11.13 P &15 MAY NOT BE USED IN Through the ....into 2X Wood FramelBuckstdp-sheet 4,option 5 Min.Edge Min. Equal-Lite, SquarelRact,, into Metal-sheet 4,Option 7 Group Anchor Substrate THE HVHZ ABOVE 3D'. Integral Fin Integral fin...... Distance Flrrhedment' • (#3) 5-8 Oriel/Prodew, 'Arch-Top& P P.T.Southern (S Pine O=0,55) 7/16" 1�/B" &Cottage Radius-Top Through the 0erne ....Into 2X Wood FrartlelBubksldp-sheet 4,option 6 #l, SMS of the window-.-,.. ....into Metal-sheet 4,option 8 ' (steal,1"S.S. Steel,A30` 3/B" 0.050" MIN.OF 3 THREADS Steel Stud,A053 Or. (33• 3/8° 0.0451' 18 Ge.) or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,0083-T5' .3/B" 0.050" METAL "A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1318" SUBSTRATE. F O 'H"=HEAT STRENGTHENED P T=TEMPERED 3110"steel UIBaCOn Concrete(min.2,85kst) 1" 1.3/0" ^UNGROLITED -PVB'=.090"TROSIFOL®PVB Ungrouted CMU,(ASTM C-90) 2-112" 1-114" CMU'VALUES BY KURARAY AMERICA,INC. 912 SMS P.T.StxJthem Plna(SG=0.55) W78 13/8" MAY BE USEDSG"_.090'S@NTRYGLAS® 4P Steel,A36' 3/8' 0.050° FOR GROUTED INTEGRAL FIN INTERLAYER BY KURARAY (steel,16-8 S.S, CMU 11f O AMERICA,INC. or 410 S.S.) Steel Stud,A653 Or.33' 318, 0.0451'(18 Ga.) APPLICATIONS, 8 Aluminum,6063 T5' 3/8' 0.003" 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" EQUAL-LITE ORIEL COTTAGE 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1318" FIGURE C:FRAME SHAPES 114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1-318" --..•BUCK WIDTH --I BUCK WIDTH)+---►{BUCK WIDTH)-.- 1/4'steel Ullrecan FLANGE BOX OR EOUaL-LEG Concrete(min.2.65 ksi) 1" 1-3/4' T `i C Ungrouted CMU,(ASTM C-g0) 2-1/2" 1-114" 1 1/4"steel Creteflex Concrete(min.3.35 ksi) J. 1.314' l i Material Min.Fes Min.F 1/4'steel UltrecOn Concrete(min.2,85 ksi) 1.3/4" w w = w Steel Screw 921si 120 ksi x x x r 16-8 Screw 60 ksi 95 kef 1/4'steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" Y Y w x D I Ungrouted CMU,(A5TM 4g0) 2-1/2' 1-1/4" > / j 0 / 410 Screw 90 ksl 110 kal Concrete min.3.276 ksi 1-1/2" - 8' m y� m LU ra x Elco Aggre-GetorfD 57 lost 96 ksi 1/4'steel Agg o-Gelor Grouted CMU,(ASTM C-90) 2" T I _ 1 Elco UltmCor�1 "k- 4-; si RECTANGULAR RADIUS-TOP ARCH•TOP 410 SS Elco CreleFlex�ID ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED fi063-T5 AlUminum al TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN.4 BLOCK AND OBTAINING DESIGN PRESSURES A3B Steel i PRODUCT REVISED Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Gr.33 Steel Stud i as comnlYing with Lhe FIMMo Group Anchor Substrate SuOdina Cede Distance Embedment* I I Accepuarce tuo f�^t�1p30,py� ; E 2-112"x.131"Common Noll RT,Southem Ptna(SG=.55) 318" 2-7/16' ANY LYNN r��i� ReweJon: r pi ai n Date /�j1 2.1/2"Ring-shank Rooling Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" ��\A� •'yp EN3F M��(/ ANCHORS RE-GROUPED. Southern Pi1-3/8- P.T.Southern (SG-.55) 1/2" F f tiara Dade Product Cmrtrof #10Trusshead SMS Aluminum,6003-75' 318" 0.050° �• No.58705 '� -JR-06/06/17 (steel,18.8 S.S. or 410 S.S.) Steel Stud,Or.33' 3181 0,0451"(19 Ga.) F D-epuon: D.- Steel,A36• 3/B" 0.05D' ♦ 'MIN.OF %-P b Z•Z I (V\ 1070 TECHNOLOGY DRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9116' 1-3/B' THREADS O B TE 0 (V. N.VENICE,FL 34276 912SMS Aluminum,6063-T5' 3/8 0.063' BEYOND THE (� '••F�ORIDP,••' \�� 1941}-000.1800 feet Data: (steel,188S.S. Steel Stud,Gr,33' 3/8" 0.050' METAL �iSS� N�'�`� canglarresolr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or 410 S.S,) SUBSTRATE. �// Al-E �� PUTINDUBTRIE9,INC. ' Steel,A36' 3/8" 0.050, r It 1111 t' N.L warns RESERVED Sedee/HodeL• Srnle: Sheet• Drawing No. A,LY.E.05 LER,P.E. SH-5500 NTS 2OF 13 MD-SH5500-01 Re8 P.E.1/5a705 CERT.OFAUTH.112B298 i INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX ; INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT ' FRAME INTO 2X WOOD 114"MAX SHIM 10 114'MAX SHIM �— + FRAME OR BUCKSTRIP. SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. EMBEDMENT LIGHT WIDTH ro (]C •• DISTANCE EDGE �U( ' FLANGE FRAME �L DISTANCE SHOWN , 44 BALANCE J` , fL_ O _ TYPE VARIES o •a TYP.ANCHOR ! �J �114"MAX TYP.ANCHOR TYPE, _ 42 WITH SASH TYPE, _ SHIM EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 131 DISTANCE PER EDGE IIInIIpII—//I SUBSTRATE, DISTANCE PER SUBSTRATE, LJL.�CJ �^^ � '1� SEE TABLE 2,SHEET 2. SUBSTRATE, 1 O •' � nI I _ n n 1 a• ,' DISTANCE SEE TABLE 2. ; 10 SEE TABLE 2,SHEET 2. �OR 67 � �al I SfiEET2 •� -� FIXED VISIBLE I�IL FIXED _ 19� 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I �O _I LEG..X LIGHT NOTES: SHOWN BUCK WIDTH FRAME - HEIGHT i FOR ALL WINDOWS: SHOWN 1 ANCHOR @ 3.55° HORIZONTAL SECTION A-A + 46 FROM END AND AT 1)USE ONLY , 49 21 CENTER, SUBSTRATE-APPROPRIATE O I 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEOMENTAND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 �• EDGE DISTANCE LIMBS.ANY ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 0 SCREWS @16-3/0" INSTALLATION OPTION SHOWN MAY 14 46 46 47 36 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX• ,I o BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX. 'I 1fi 2)MASONRY ANCHORS MAY BE BUCK / 50 II ADD ADDITIONAL / SELF-DRILLING SHIM HEIGHT UUU SCREWS @ 8-3/8" USED INTO WOOD PER TABLE 2, SMS(G5)SEE SHEET 2.ALL WOODD BUCKS LESS TABLE 2, Q� 85 FROM ENO. ❑ D 30 � THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE \� WOOD BUCKS ARE OPTIONAL IF i LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 OR GREAD AS TER- ARE 1 XBUC S 86 USE EITHER OR GREATER.1X AND 2X BUCKS Q IIILJIII _� OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1" 61 30 66 BOTTOM LOCK. TO PROPERLY TRANSFER LOADSTO FLANGE EQUAL __ ! INTERIOR 31 G4/ LOCATION:6--518" DESIGN JESTED UNIT THE RAND INSTALLATION S THE S OWN nI I UCTURE.WOOD BUCK FRAME LEG/BOX NOTCHES AT�\\pp �/ FROM SASH END. RESPONSIBILITY OF THE ENGINEER IJD�o EACH D. OR ARCHITECT OF RECORD. CCCJJJ�/UU//J \ EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH D HEIGHT INSTALLATION V INSTALLATION ; (ALSO REFERRED U AS DAYLIGHT OPTION 4 OPTION 4 PRUUUG71i7cVISID 67 BEADING TO DFROM aecemptgitgwhitlluFtorida 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Buildin8 Code' ^ t 1j111 111 FRAME INTO METAL FRAME INTO METAL Aceeptanca N0 EQUAL�EGIBOX ll� Ex'mC nDote FRAMESHOWN i ReHe/an: F N(iam'Dedc Product o .27"XBy 1.25° r � � NOANCHORS 1��C1�:,.• wcoV�Q O : . REQUIRED IN VISIBLE LIGHT FORMULAS — 38 FLANGE OR _*: N0.58705 2.BT FROM EQUAL-LEG WIDTH - ® ; EACH END. FRAME SILLS @SASH:BUCK WIDTH-at/2" --O C Deeeriplion; Or'ann W. @ FIXED LITE:BUCK WIDTH-4.318" =13 6 •��17^. (�z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI j • • ���'.•: 3T iE OF :• k,-Z N.VENICE,FL 34275 Dole: BUCKH(IGHT/2-LITE) %,(<` '•.;°<ORIDP \�,'- (gat}4ealeoD SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B BucKHEIGIira-3.15/1s �'':s`s/ONAL ENG`� O10i7 //II/II IIItttt POiIN[70RfWEs,MC. Serlea/ModeO Srnle: Sheol: Drawing No. AL Rer. A.LY MILLER P.E L RI°"re�eER�D SH-5500 NTS 3 OF 13 MD-SH5500-01 B RE.q ; E . ' P. 58705, CERT.OF AUTH.#29298 i ! f 1 I i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 j ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN ) WOOD FRAME OR SUCKSTRIP.SEE INTO 2X WOOD FRAME OR i INSTALLATION OPTION 5 EMBEDMENT - r I 1-- EDGE DISTANCE NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. i ANCHORED THROUGH INTEGRAL I—' EMBEDMENT FIN INTO 2X WOOD FRAME OR _ _ U -�- 114"MAX SHIM 114"MAX SHIM - SUCK-STRIP.SEE NOTE 2,THIS -��- EDGE DISTANCE 16 — \.._.". SHEET. —"- - � TYP.ANCHOR TYPE, SASH VISIBLE EMBEDMENT AND EDGE [1�� ❑ J•SHANNEL (U� 18 LIGHT WIDTH 17 1 FRAME I"1 DISTANCE PER SUBSTRATE, a - SHOWN U - - SEE TABLE 2,SHEET 2. -•--� (SCREW SHOWN) 44 BALANNCCEES - - j• �O EMBEDMENT TYPE VARIT1r4-MAX SHIM 42 WITH SASH o _ TYP.ANCHOR TYPE, EDGE WEIGHT 54 30 EMBEDMENT AND EDGE O� + 1 DISTANCE --- DISTANCE PER SUBSTRATE, r SEE TABLE 3,SHEET 2. 3 �OLI O 16 (NAIL SHOWN) ,/ t EXTERIOR B7\ / TYP.ANCHOR TYPE, I /— INTEGRAL'�_EMBEDMENT AND EDGE �— O ILuJiI LIGHT Cam- FIN DISTANCE PER SUBSTRATE, I FIXED 1g 20 1 OPT.SASH TOP FRAME SEE TABLE N SHEET 2. VISIBLE J LIFT RAIL J-CHANNEL SHOWN (NAIL SHOWN) FRAME LIGHT j NOTES: SHOWN HEIGHT FOR ALL WINDOWS: BUCK WIDTH I 1 ANCHOR(A D A 49 48 FROM ENO AND AT ij USE ONLY HORIZONTAL SECTION C-C , CENTER. SUBSTRATE-APPROPRIATE 22 21 FOR WINDOWS ANCHORS LISTED ON TABLES 2 B 3 OVER 30'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4,MAX DADE APPROVED MULLION,FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2, SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY 14 _ 45 46 47 35 FROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1� BUCK BOTTOM LOCKS: 1910 011412 STEEL \\ _ }� 114'MAX. HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING \ I SHIM SCREWS @ 8•318• USED INTO WOOD AS PER TABLE 2. SMS(G5),SEE I g5 FROM END, SHEET.2.ALL WOOD BUCKS LESS (' TABLES 2 30 THAN 1.112•THICK ARE TO BE (� SHEET 2. SASH CONSIDERED 1X INSTALLATIONS, llU,ll� EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO , USE EITHER ` HEIGHT SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN)OR BOTTOM DEPICTED AS 2X ARE 1-12'THICK - GG � OR GREATER.IX AND 2X BUCKS OPT. O LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED FIN AND/OR I 63 TESTED UNIT TO PROPERLY TRANSFER LOADS a a; f (2)'1" 81 31 30 65 O TO THE STRUCTURE,WOOD BUCK FLANGE REMOVED _ INTERIOR LOCATION:6-5/B" FROM SASH END. IN-FIELD WEEP /_` DESIGN AND INSTALLATION IS THE NOTCHES AT 1 B I� �( RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. �OJ 'NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN \\ REQUIRED IN FRAME 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION HE 7 SILLS IF ANCHORING (I THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 any OPTION 8 I"P"ODUCT REViS[D i 1/4"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL complying with the Fl,sw BEADING TO BEADING. ANCHORED THROUGH Buifdie8 Codc r INTEGRAL FIN ��❑ SHIM `\\1111I I11////INTEGRAL FIN INTO METAL (INTEGRAL FINlFLANGE REMOVED) Acmpfenca �rr FRAME SHOWN - o ♦ i Revlslan: E iration Dafc -05 27'X 1.25•WEEPHOLE \,\CENS•• (" LSy ' O38 W/COVER @ 2.87" -- Q�' F `t�'' A4inmi M product Cui i I FROM EACH END. VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR TYPE, EDGEDISTANCE WIDTH ' EMBEDMENT AND EDGE _ 0eaMptlon; Drain BY: DISTANCE PER SUBSTRATE, -- _� @SASH:DUCK WIDTH-6-1/2" 6 r�; �- - SEE TABLE 3,SHEET 2. �(EMBEDMENT - @FIXEDLITE:BUCKWIDTH-431B• ..0 STA7E0 '•4/� 1070TECHNOLOGYDRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI I (SCREW SHOWN) ' '�` V✓` N.VENICE,FL34275 HEIGHT,SEQUAL^LITE)- ���s '•F�ORIOA,.•••\��� (941HOO.1600 n�P Oafe: INSTALLATION OPTION 5 VERTICAL SECTION D-D 6UCKHEIGHTl2-3-15118' �rirS/ANAL NG�� C�GMo2Dtr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN //1111111\11 POTINDUURIE9.INc , INTO 2X WOOD FRAME OR BUCK- - rLLtvottrsP>;eEnvEo SenesS H-1: Scale: Sheet ORDR No. Rer. STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5500 NTS 4 OF 13 MD-SH550O-01 B P.E.458705 CERT,OF AUTH.g29298 i I I 716"NOM. �-'"— —�{ 719"NOM. �— —�-{ 718"NOK 716"NOM. —� 716"NOM. 5116"A/A PVB 5/16"A/A PV8 5116"A/A PVB 5/16''A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE \ 3/8"AIR SPACE---- 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS— 1/B°A GLASS EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR a EXTERIOR L ' 7&79 7&70 78-79 76-79 7&79 f GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS-TYPE-9 —�{ 7/8'NOM. 7!6"NOM. (�-- —►I 718"NOM. 7/8"NOM. 7/8"NOM. 5/16"H/H SG 5116"H/H SG 5l16"H/H SG. 7116"A/A SG 7/16"A/A SG 7/16"AIR SPACE--— 318"AIR SPACE 3/8"AIR SPACE \ 5116"AIR SPACE 5/16"AIR SPACE I 118"T GLASS 3/16"A GLASS—� 3116"T GLASS 118"A GLASS tl8"T GLASS— EXTERIOR C]EXTERIOR EXTERIORII, �EXTERIOR a EXTERIOR j lb I i GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 i —►{ 7/8°NOM- 7/8"NOM. 7116"A!A SG 7116"A/A SG } 112"NOM.GLAss fTEGRAL LASS TrPESS THROUGH 1I4"AIRSPACE 1/4"AIRSPACE `. 78-7g 817E TYP. MAY No=8E useD 3116"A GLASS 3116"T GLASSITH dCHANNELOR 72 74 FIN FRAMES C]EXTERIOR a EXTERIOR GLASS TYPES 5, 11,13 - 31 &15 MAY NOS SE USED IN EXTERIOR 75 - THE HVHZ A80VE 30'. PRODUCT REVISW I a GLASS TYPE 15 GLASS TYPE 16 J3uitdia8``divs"'g'"'lh the` ` t Cwle 38 30 t\1II1Il1 ' RevGlon: AcacOroecu O�yY LYN47 �i�7 rytradw1Date at t1��'•.\CENSF 4 7�( By 1 adept tCar �• No.58705 I GLAZING NOTES: - *_ Oroen Gy: ' A"=ANNEALED --0 Descdp9on: TYP.GLAZING DETAIL H'=HEAT STRENGTHENED -� C, St I CCU 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"-TEMPERED ® � n'.• 37 14 N.VENICE,FL 342TS "PVB°=,090"TROSIF0L PVB BY KURARAYAMERICA INC, (n•"••'cCOR10P••' C� (841}-080.1800 title' Date: +. "SG"-.099•SENTRYGLAS®9YKURARAYAMERICA,INC. '� S .. \ �,' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 'f 7�s/�NaL•\ ;`G�` POST DUsrn�s/N6 &d�odeL• Scab: SheaL• Dmn ing W. Re, A.LYNN MILLER P-E `"'"Cif9f�s � SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.868705 CERT.OFAUTH./t29298 i ' y f. • 1 TABLE 5: TABLE 6: ' TABLE 4: al..TYv ealan s.ah Design Pre...re,Ibdhl ola.ryv.• Design Preeeure,lbithe a oomou(D rwn smn.0) olas.ryv Design Pressure,Ibe1R7 5,6,7a1 MInL L.wl fL igtshWindow Range On) Wlnup 486u[k Width 8,766 Ikbhl 6hmin u I096 52.Ix5 +65.01-70.0 xis EPagll" tt 3M +8.50 ao.o +66.0 -10.0 Relnt Level WIn/.L•wl Ill Far ell lndow8.eeh.Iles Sbrdard Catage 14.517-15.570 +55.0 -70A 405.0 •70.0 172 For all Wr,l-end sash sties w 28 EpmHOe 11.W3-19.518 •85.0 -70.0 +e5.0 J0.0 i SEE TABLE B,SHEET 8 FOR smod.rd Prwm 11.377.11.5e2 .65.0 .70.0 +65,0 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.Ilest 23.517-25.280 +e5.0 •7D.0 +06.0 •70.0 ANCHOR GROUP AND QUANTITY. St.odvd Win. 20.056.23.518 +e5.0 -700 +85.0 .100 37.175 Eg3Nd1e 17.517.20057 +65.0 .7.s 465.0 je.0 8brtlnd P,W- 14.517-17.510 +65.0 .70.0 45.0 .70.0 0 , ShaW zr 11.577-14 519 + -70.0 +65.0 -70.0 Tvks1 .5e3•31a11 .we -ro.o -as.e -70.0 cwmm sm. 26.617-27.5e2 .65.6� "s +65.0 .70.0�n sbrdard CollaO. 23.517-28.510 +65.0 -70.0 +65.0 .70.0 lJ HEADER u Ea�•ta>a 20.517-23.516 .6so -70.0 465.0 -70.0 Q HEADER 6brdnrd Pm.Iaw 17.517.20510 400 -70.0 .65.0 .700 23 Llstom slxe 14.s17-17510 465.0 -70.0 •55.0 40.0 23 - erod..t 11.n7-14051e +es.D -ro.0 .es.a aao 71 7edC 31.593.350t1 +115.0 -Tao 105.0 a¢0 �--- slanderdcatage zo.5tt•315ex +eso ao.o .os.0 JOD On5 Egwl4eo x0.517.26518 +650 -ro.0 .0se •700 O MEETING RAIL 46 s1.nd.rd Rmlew 11117-20.s16 .es.o -70.0 +65.0 Jo.o O MEETING RAIL Cwlvm She 14.517-17.6l •65.0 -70.0 165.0 -70.0 26 O Cubm6 a 11517-14,610 +660 •70.0 +65.0 -70.0 27 0 Sho4esl 11.377-12.510 +65.0 .70.0 +65.0 -70.0 ECiFAIOR EXTERIOR - P T.Ik.I 31.208-37.638 +65.0 •70A .654 Joe I"7 O O Slard dCottsoa 20.517-31201 +e5.0 -ro.0 465.0 .lam V a O 23 Ege.14e. 23.517-m.510 +65.0 -70.0 •W.0 -7ao 23 - JAMB a 490.75 Uunsh. 20.517.21518 .65.0 -70.0 +65.0 .70.0 JAMB , Standard PtoAee 17.517-M..018 +65.0 •70.0 + 'o -7o.0 R SASH 3: L•ulvm6k. 14.511-17.616 .65.0 JDA •85.0 J0.0 FJC7ERgR SASH HEIGHT custom fill. 12517-14.5le +65.0 -ro.0 48S.0 -7a.0 HEIGHT Sroneet 11.3n-1251d +es.o -ro.0 .05.0 -?as T.6..1 30.517-41.801 185.0 -ro5 465.0 J0.0 0 Slmdard Cdloge 31.517.30.510 +65D Jet) +05.0 400 O 23 Egu"FRe xM517-31.51e +65.0 -ro.0 •65.0 J410 23 SlaedaMPmlew 23517-28.510 +55.0 -7D.0 465.0 .70.0 ex Gelom site 2aS1T-nfilo .65.0 •70.0 .63.0 Joe SILL O SILL (HI Cul.m6te 17.517-M616 +efie -T1.0 •65.0 .7a0 F' ir Cubm she 14.517.117.5f8 ..&0 •M.0 465.0 dal Cub.Sul 13.017.14.510 .65.0 -n.0 .05,0 -07.3 SMnoal 11.n6s_13.D10 +560 •ro.0 +850 d05 Tdlasl 36.517.41.M +85.0 -T0.0 465.0 -T¢0 0 c Cwlvin Sue 36.61T-38.619 .65.0 -ro.0 +65.0 J0.0 Equal-file 35.517.30.518 +65.0 d-70.0 +65.0 .70.D 75 Gino.5" 3L517.35616 +65.0 •63.0 -70.0SECTION DETAIL FOR WINDOWS WITH sb0dweawd 26.s17-32.516 +ose .0.0 -?so SECTION DETAIL FOR WINDOWS WITHLEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,T&8 28.517.20.40 465.0 .65.0 .87.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 25.516-26518 .e60 +85.0 assREINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE (APPLY TO ALL FRAME TYPES 8 Emad.lne 36.s17-41.ea .es.o .6s.o J¢o APPLY TO ALL FRAME TYPESCONFIGURATIONS e4 Q6lom she 3s.617-30.s1 +e5.0 .65.0 d7.3 CONFIGURATIONS) 3].ete-]s.ils .es.0 .6se dssPRi7UU41 itf:VLSL•1') 81.76 TOW -41.61q 405.0 465.0 da5 65^-sorfyillp with 11.Florid, SEE TABLE 10,SHEET 9 FOR ANCFip OUP AND QUANTITY. Guilding Cude ••MIN.SASH HEIGHT=WIND Yg�(( 016-1 50-136 AccOP10n0a MI I ,QC7 ` C pim D.c�Rj lD i By ;.•'LICENS�c•��� hli0sli>OJePRrdlln * No.58705 •�� NOTES: '•1/� 0...lpum: Drawn W. I �•'•. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. i(1 S TEO 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKIN.VENICE.FL34275 - i(��'•.'1ORIDP,.•'G\� (pg1}•IBo-1800 118e: Dote. t 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. �����ONAL�a��\\ SINGLE HUNG WINDOW INSTALLATION-LM 05/10/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7j7711I 111 j 1111 POTTI DUUMfE9,tNC• Serlas/Nadel: Scale. Sheaf: Drindng N0. R6r, ON THE TABLE. A.LYNN MILLER,P.E. KLr6mRSRE6Eme� SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.020298 I TABLE 7: TABLE B: Ol4wlype BGlam Sash D"l n P-.N)D,lb QIemT/Pa 9 Beta.Sah q 8.12,18 L/e pacd9llonMduen Safh Wghl _ 1]8M OmOdPilm WON. Bann Height! D991071 PTe58Bn IblD7 Ralnt.L.WI 'INV0 Wndaw R."ON WSdowOu.kWdet In Mlnt.Level R409.011114- Kano 04 Wl IMB.Midli In I 3 Height snown npta4D a52.125 54 3 Ndghl9h0 18 24 32 33 1 40 40 1 51125 1 54 23.5 EquaNlta 11.3ad +70.0 410.0 +10.0•MaD +70.0 1•110.0 1+70.0 -110.0 23.5 Equd-IHe 17,394 +70.0•110.0 40.0-110.0 1+70.0•110.D +70.0-110.0 •700-110.0 470.0-110.0 +79.0 1-110,0 .70.0 1.110.0 Stand.d Cell.g. 14517-ISAM 470.0.1100 470.0 .110.0 470.0•110.0 -70.0 1-110.0 Mend-000ege 14.517-15070 -MO-110.0 •10.0-110A .70.0-t10.0 .70.0.11" •70.0-110.0 .70.0-170,0 •70,0-110.0 .70.0 A10.0 78 Equm40. 11.583.14.516 470.0 -11D.D +70.0-110.0 470.0-110.0 +70.0 -11o.0 29 Syud4il0 11.W3-14.67a .70.0-110.0 -70.0 410.0 .70.0.110.0 .70.0-110.0 170.0-17Q0 N0.0-110.0 +70.0-110.0 +70.0-110.0 9Wrded Pm4 11.377.11.682 +70.0 -710A -70.0-110.0 -70.0•110.0 +70.0 .110.0 St.rdUd PrWew IIX7-11.582 +71.0-110.0 +70.0.110.0 •70.0-110.0 •70.0-110.0 •71.0 •110.0 «70.1-t10.0 +70.0-110.0 170.0 -110.0 1 I T09e.1 2a517-25.7AB .70.0-110.0 +70.0-110.0 +70.0 •110.0 470.0 .110.0 Twill 23.577-25.280 -70.0-110.0 .70.0-110.0 .70.0-110.0'170.0 .110.0 .7D.0 -110.0 .10.0 AIM .70.0•1100 •700 -110.0 I-J HEADER 6l.ndma College 20.056-23.810 +70.0•110.0 •70.0-1I0.0 +7DA-110.0 +T0.0 -f 10.0 ' Standard Co8a0. 20.950-23 510 -TO .110.0 +70.0-110.0 +70.0-1ID.O +70.0 AIM +70.0-110.0 .70.0 A 0,0 -70.a-110.0 170.0 -1t0.0 37.376 Egvd4ilo 17517-10.fl5T +70.0 •7100 r70.0=110.0 a70A -110.0 +7D.0•1aB.D 3T.775 EgDtl-Re 17.511-20.957 +TO.0-710.0 .70.0-710.0 •70.0.110.0 •70.0-110.0 •70.0-110.0 -70.0-110.0 •70.0-11Q0 •70.0-to 25 BWndwd PnNaW 14517-17.518 .70.0-110.0 +70.0•110.0 +70.0•110.0 +ro.0-110.0 9lendanl PfWew 14.511-17.51O •70.0-I10.0 -70.0-110.0 -70.0 AIDA •0.0.110.D •70.0-M0.0 .70.0-1160 •70.0-7100 q0.0 -110.0 Sh.1rt..1 11.3T7-14.610 470.0 -170.0 +70.0 -110.0 -70.0•107.0 470.0 .103.0 Martell 11.377-14.510 N0.0-Ind .70.0.110.0+70.0•110.0 +70.0-110.0 .70..0-110.0.70.0.110.0-70.0-107.0 -70.0-103.0 Tdk1l 27.SB3-31.g11 +ro.0-110.0 +ro.0 -Bg.O a7o.0 .93.0 470,0 TO TBIle91 27.58]-31.011 •70.0 AMC .70.0-7fo.0 H0.0-110.0 •70.0-110.0 •70.0-M 0.0 •70.0 -00.0 •70.0 -03.0 +70.0 -00.0 Cuatan SUe 28.517-Z7.582 +70.0-110.0 +roe-110.0 *70,0-f10.0+70.0-110.0 Cusom 9lzo 28.51)-27.592 •70.0-N0.0 .70.0-1f0.0 NO.D-710.0 +70.0-71Q0 •70.0 d10.0 470,0-1100 -70.0-110.0 +711.0 •110.0 MEETING RAIL Sl.rderd CdO.ga 23,617.20.SIS,J70.0 110.0 +70.0.-1100 +70.0.110.0 '470.0 .110.0 Standard CoOage 23.517-96.516 -70.0-110.0 .70.0•110.0 +T0.0-110.0 q0.0-11 2.0 •10,0-110.0 N0;0-110.0 •70.0 -110,0 +70.0 -710.0 O 40 Em.Him 2Q517-23.510 -0 410.0 +roA 41Q0 •7D.D,•1100 +70.0 .110.0 M E0ud48e 20.517-23.516 •70.0=110.0•70.0=110.0.70.D-110.0 •70.D-110.0 •ro.0-110.0 -7D.0-Ilmn «70.0-11a0 .70.0-110.0 � SW,dadPMaw 17.G17.20.510 170.0-110.0 .ro.0-110.0 +7O.D .710.D 470.0 .110.0 'SlandardPrdlew 17.51T-20.516 +700•110.0 +70.0-110.0 +ID.O•ttD.o +70.0-110.0 .7o.0-11o.0 +70.0-71Q0 .70.0-110.0 •70.0-110.0 27 C,ntan she 14.S17.17616 +70,0•110.0 +70.0 1-110.0 +70.0 .110.0 470.0,110.0 Custom Size 14.51T-17.316 •70,U-710.D •70.0 -110.0 +71.1-110,0 .70.0.110.0 .70.0 •110.0 -70.0-110.0 -70.0-110.0 -00.0 A10.0 FJRERIOR 6Naw 11.377-14.510 +70.0-110.0 +70,0 AILO -70.0-107.0 +ro,0-103.0 Shodeat 11.271-14.618 -70.0-110.0 •7D.0-110.0 -70.0-110.0 +70.0-11D.0 +70.0•1100 .70,0-110.0 +70.0.107.D +70.0-103.0 �5 _ O TeO.t 31.609-35D11 .70.0-110.0 •70.0 40.0 +70.0 43.0 470.0 1.90.0 Tallesl 31.583-35.911 +100-110.. .700 41..S .10.0-11... .70.0-110.0 +70.0•110.0 +To.O oq.0 170.0 43A -70.0 •90.0 a Slardad Cutlape 20.517.31.502 +70.0 410.0 170.0 410.0 +7D.1 •110,0 110.0 •110.0 gandar0 coae0e 28.517-31.502 .7.0-11D.0 •70.-1t0.0 1"110.0 •70.0 •110.0 •70.0 IAiO.O +70.0-7700 0.0.0-100.0 •00.0 -110n JAMB 25 Equtl4ila 20.517.20.5f0 .7D.0-1 00.0 •00.0•110.0 .70.0•110.0 -70.0 •110.0 Equd40. 20.517-26 516 +70.0 410.0 +70.0-110.0 •70.0-110.0 •70.0 A10.0 +70.0 AlO.0 +70.0 A10.0 .70.0-110.0 .70.0-110.0 40 SWnd,.d Pmtew 17.517-20.516 .70.0 .110.0 .70.0•l1QO +70.0 410.0 ODA 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+r%O-110-0 +70.0 410.0 +70.0-110.0 +70.0 •MDA 9178 TaAP41 •••11fiM .700-MoD +7oD-nDD nDM-taze wo0 e70 3 •70.0 40.1 +ta.D 4D.0 •7o.D 40.0 •FIN FRAMES 33'DAg7CT with the Tletida SEE TABLE It,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY 711d-,Vlldina Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-5D.1 36 •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-5D.136 Ac pt5tioe Hai `.�``ONY I.YN/�7 //,/, ROvld7an: Expirg7tpn 17aro s � .•y10ENSF /���: By i MIR,»1 J9QDY7oduct CbntrD4 5 2* No.5570 •�� I j *=_ NOTES: Dmcilptlen: DTmm By: 1)USETHESE TABLES FORALL WINDOWS INSTALLED THROUGH THE FRAME. %A'.���� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI j r O STA E OF N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �i - R ` n0ei Dote; �� ••,�OR1Dp•.••'G�``� (941}400.1000 j S� DMo�17 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN //7j)A1IAL E`1�1� P0T040t787WE8,INC. Sede model: Soule: Sh..t: Drawing No. Retr. I A. 1'44 ULI! P.E. 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ALL RIOHT8RE6E(tVED SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.g 56705 CERT.OF AUTH.N29290 i i SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Materiel,cont. STRUCTURAL SILICONE 3116"NOM. # Part Description Material # Part# - Description Material POLYISOBUTYLENE-- i 7/4"NOM. FOAM-- j WITH DESICCANT WITH P621032 Single Hung Frame Head&Jambs-J-Channe P C 20 9 A o oc Mec anism C Steel DESICCANTSingle Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zlnc EXT.GLASFACT.GLASS Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast ZincSHIDH Frame SIII-Flange PVC 50 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SSINT.GLASS / —INT.GLASS SHIDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SHIDH Frame SIII-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 70 KODISPACE n SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6x 3/4'Ph.FH SDS(Corner Key Screw) Ss, 4SG TPS SPACERU NXTTM 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 72020T 1"'llt Latch Spring SS ALUMINUM 18 620156 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVCAAW FORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 6r05 T5 At 59 420180 Pivot Bar Comer Key PVC OM� SEAL /-5/16"NOM. 21 620157. Beveled Interlock Y 22 620145 Bawled Interlock Cover PVC 60 720206 Pivot Bar SS BUT / SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCSTAINLESSROLL-F 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc F 25 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLAS27 620154 HD Meeting Rail Reinforcoment 6005 T5 AI 66 4201BB Bottom Latch Strike Plate Cast ZincEXT.GLASS30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7785BB #B x 518'Ph.FH SMS(Strike Plate Screw) SS31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 SiliconeNT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Selling Block(7/8"x 1"x 1/81),85+/-5 duro. EPDM DURASEAL® XL EDGET"' 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 81012 Extruded Screen Frame Alum �9 SPACER 78 SPACER 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X1000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41. #6 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass r 43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machlne/Hand Rolled) Vinyl 44 r78XI1 FFPAX 08 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material NODUCT REVISED ..0ying with the Fkricla Building Code 76 Kommerling 43G TPS Spacer System See this 1I1 I1I ���Pt+re,rw!�063O.og 77 Quanex Super Spacer nXr with Hot Melt Butyl 0` Y LY '/ Rerlelon: E mar nDae _ �� Sheet for . N N ., 78 Quanex Duraseal Spacer �� ' °y Materials ti P�a�;•''ucENSF M�!!� 79 Cardinal XL Edge Spacer 1 n:I= odeftduct t� REFERENCE TEST REPORTS:FTL-8717,8868&8970 __* No.58705 � = ' #- =7D�/`- v I � (ram 1070 TECHNOLOGY DRNE BILL OF MATERIAL(BOM) J ROSOWSKI �0 % STATE OF �� N.VENICE,FL 34275 t� •'•,°COA..... ��\ (941}4ea1690 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: 1/1//,7O/VAL %%Nk \ Porc�iNoLe�iwese. 1)PVC BY ENEROI WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMH EXTRUDER CODE. 01111111 tt� ALL p10M8 RESERVED Sedes/Modeh Style: Sheet: Drowrnp No. Rer. 2)ITEMS#9-13,15,24,28,28,34,39,61,62,88-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. S H-5500 NTS 12 OF 13 MD-SHE 500-01 B P.E.f!68705 CERT.OF AUTH.#29298 OPT.SWEEP LOCK O\\ 48 48 OPT.AUTO LOCK 18 \\��\\\\ \ _I 47 \ \ 20 57 0R(58 J OPT.PULL RAIL •`�• I `0" I I Y2 B2 OR(84) 19 OVER INTERLOCK 8 87 86 35 \ - 1 BEVELED MITERED FRAME WITH I 21 INTERLOCK \. f\, INTERIOR AND EXTERIOR 16 l &COVER FRAME WELDS \ \ \ 72 X4 16 72 X4 0 53 OR 81 14 SCRE \ pCN,._ - OPT.PULL HANDLE 49 so ASSEMBLY \ 0 84 WITH LATCH DETAILS 41' CONSTANT FORCE `\;;•. \ �l 16 02 OR 83 40 BALANCE OR ``•�'" \. OPT.PULL 42 a3 SPIRAL-BALANCE HANDLE 4 OR 43 j, 63 67 I� MITERED FRAME WITH I ••;��, '�- SASH --INTERIOR AND EXTERIOR 37) ASSEMBLY / FRAME WELDS \ se 36 DETAILS / k _ •.,�• EXTERIOR. 53 ff I 36 \� l C. I I ' _ --- _A7TAcNES 7p •') ns camplyitg with tile FI 'da 5 J ,`•`.._-_._____'_'_ __ -- - _— --.-__._"__ --•'�-• 3mlJine WJe ' ---- ` -- CE Accepinnce Pkt 17�nte�_p, ) t I I "'"""—""" - Expimtien Dafe�. l �p FRAME �� Ravis sn: —}¢� ` iONY.LYN, 4-1-wml- ASSEMBLY P�.•' G...... iJ 'DETAILS i * No.58705 ,,`,•`� - / f �-y--i * © DeacripBon: Dmnn By. 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR` .�•-'\ ��'.,. FTT TE OF I � N.VENICE,FL 34275 Trust Date: �! 'i C�` <ORIDA (941H80-1600 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �,S N �� OOFYRI0KTO201T SINGLE HUNG WINDOW INSTALLATION-LM 05/15l15 2)J-CHANNEL FRAME SHOWN.PARTS#1&S.OTHER FRAME TYPES APPLY. 'is ONAL G` PGTMUUSTRIES,INC. 3)FOR REINFORCEMENT TYPED,SEE DETAILS ON SHEETS 6&7. 7111 t t\�` Iw.w[utre RESERVED Ssrles/Model: Srnle: Sheet• Dronlny No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN rdILL�R,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.N29298 „ f I t i f