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Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=w... -77 L.'� BCIS Home } Log In User Registration i Hot Topics i Submit Surcharge Stats&Facts Publication! V $ Product Approval 1..__' I USER: Public User Floridab I Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals t the POC and/or the Commission Comments Archived fR�; Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (806) 663-3667 ssch'reiber@masonite.com Authorized Signature Steve Schreiber ssckreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assembli Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Managel Validated By National Accreditation & Managel 1 of 5 11/22/2016 01:20 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... * Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary of Products FL # Model, Number or Name Description 34. a erg a id -king too U - - e a d ate - Limits of Use Certification Agenci Approved for use in HVHZ: Yes FL4334 R9 C CAC I Approved for use outside HVHZ: Yes Quality Assurance Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instruc Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FLO12 Building Code including the High Velocity Hurricane Zone, and Verified By: National where pressure requirements as determined by ASCE 7, Created by Independ Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 3'-0" x 6'-8" max FL4334 R9 AE 504E nominal size. Hurricane protective system is NOT required: See Created by Independ anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S and Impact Rated i Limits of Use I Certification Agenci Approved for use in HVHZ: Yes j FL4334 R9 C CAC I Approved for use outside HVHZ: Yes Quality Assurance Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instruc Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II F1_01� Building Code including the High Velocity Hurricane Zone,!and Verified By: National 2 of 5 11/22/2016 01:20 PM NOTICE OF PRODUCT CERTIFICATION .6 CFiiTlq UQr �P�,nccRea�r�oyq Company: Masonite International Corporation Certification No.: NI005930.01 ,r 1955 Powis Road Certification Date: 02/17/2005 ` k 0 -A West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 sProduct: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted) c C6bfENT �< Specification:TAS 201/202/203-94/ASTM E330 �FIEO,PPPOJ --The-"Notice of Product_Certification"_is only valid if the NAMI-Certification-Label has been applied-to the product as.described.within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has—been approved for listing within -- NAMI's Certified Product Listing at www.Nani<ieertification.coin. NAMI's Certification Program is accredited by The American National Standards Institute ANSI). Inswing _Glazed _ Design Water _Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X US Opaque 3'0"x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 X pagct 3,-Q"x 6 8" 7 '- T- 4Q- 102-I ng - ixitn P u 'Z Anchor Detail-MA-FL0120-0 XX 1/S Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-I Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FLO120-05 XO/OX 1/S Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 pst* Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO I/S Opaque Door 9'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 pst* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO US Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-OS OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 pst* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804)684-5124 Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: Moll Lr) Do 149•MAX. OVERALL FRAME WIDTH O 20.5" MAX 36.375" MAX. u HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. Q 6-8"DOUBLE DOOR WITH/WITHOUT SIDELITESW/ASTRAGAL FRAME WIDTH Q (Y J 00 �Ln0 GENERAL NOTES ® ® ® ® _ _Z a U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Ln U THE FLORIDA BUILDING CODE AND-WHERE PRESSURE _ 1n L U`) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM - - --_ -. _ m - -_-_ - _ _ -� cy)I.- DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF rZO �S - A HURRICANE PROTECTIVE DEVICE (SHUTTERS). _ W k q = 3 YSMOKE DEVELOPEDINDEXSPREAD INDEX OF 50 c� AND0 PER ASTM E84. a 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM RATE OF 01929 752 'F > 650 BURNING ASTM 0635 0.56 IN MIN C-1 SMOKE DENSITY I ASTM D2843 53.4% x TENSILE STRENGTH• ASTM D638 3.2% DIFF it' mg • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC METHOD 1 o 0 O K DOUBLE DOOR UNIT WZSIDELITES a a In In 1n VI V1 W Addendum to Na vii ciil vii vii vii cit m CedtliMMNO.: x 1n Do �- U DORW2 z LLJ J- L J i�, G c�® ® ® 13 13 ® ® ® 1313 ® ® ® ® 1313 zfnZLLJ OQDO wQI LL==j 11 1 1 11 '1 1 11 001100 1 0 11L SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W SIDELITES WITH SIDELITE WITH SIDELITE w w o v m x Z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE /` / MTE: 2 11 05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING 4r OUTSWING INSWING OUTSWING OUTSWING- scue: N.T.S. SHEET 1Y DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 +55.0 -50.5 DWG.eY: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 Dix,BY, 2 ANCHOR LOCATIONS & DETAILS 0X0 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR 3 ANCHORING LOCATIONS & DETAILS OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. DRAWING"o.: • High Dom Threshold Design //56533 DWG-MA-FLO120-05 s"EET 1 or 3 00 O 0 6" SEE DETAIL 3" 6" (O .E. z o —1 3" 3• 3. 3" 3" I�31 I L J _ O I II I II I Ln C) 6" 6" 6" 6"�� - I -�6. 6" O 3• o 'o �- U_ n uoi ° u = Lo _ <w aQ SEE DETAIL - - y (n - J SEE DETAIL - o z. SEE DET I Of o m m Iui G H H o 6" 6" 6. is i0 I I I 1 I I I ? � � � II o 3"-I - 3" 3. I'�3" -I I- oa 3" 3" 3" 6" 6" a a -7 6" SEE DETAIL 6. v10)In V)U)m "F" V)Ull In V) x In #8 x 2-1/2" zot~i3W a w N W J az¢ ASTRAGAL RETAINER BOLT HOLE ate' o In MUST BE DRILLED THROUGH V)N-'Ln¢z g #10 x 2" THE THRESHOLD & INTO THE MOPP W N W W 2:x J #8 x 2-1/2" DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH p 7 Z m o O Z w Z J #10 x 5/8" FOR A 1.375" THROW ¢_`�¢`` ATTACH ASTRAGAL RETAINER BOLT #8 x 2—i/2" #10 x 1" m STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o m n m u)m 0 #70 x 5/8" #10 x I" AS SHOWN. 0 Li m a N N p 0.124"ANNEALED kD124"' RATIVE INSERT a. M #1O X 2" NAL) AddEIldum ID� 0.090"SAFLEX IIIG DETAIL "C" 0.124'ANNEALED TEMP. DETAIL "D" TYP. �,;. ReviawedB w w p v m x Z DO Y 2 ALUMINUM ORS BUTYL PACERB8 K 1-1/2'PMS DATE: 2 11/05 40 DOW 832 Ste- N.T.S. 1 0.962" DOW 832 ;1.y; OR EQUAL �/Q { 1.75" '1.047 OR EQUAL .+1y•i DwG.Bt: SINS 1.375" GL+- —J fjQf,(OQ$ f�1Q$ CHK.BY: T T T TYPICAL GLAZING DETAIL DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM DAM O/S THRESHOLpTHRESHOLD IMPACT RATED GLASS DWG—MA—FL0120-05 SHEET 2 OF_! L0 CL 00p 0 SEE DETAIL 6" E" SHT. 2 3 3" 3.. 3,. 3" O � �- 3" 6" OrTI—s,. s., -1 I I I I I A s s" 1 1 1 1 w — O 0� 6., I— U io `n o 2 Lf)U - r..n M _ U a_ _ _ _ —_ __ _ _ _ __ _ W_ - - co a SEE DETAIL a Q N "D" SHT. 2 SEE DETAIL o 0 "C" SHT. 2 A w K w B o: A M A s" �a �6" 6 3" o Adden�lmtoNA19 —3" 3" 3"6 6" 3" 3" a a SEE DETAIL CertHi O11Nq. SHT. 2 6„ 6" �ti 33:�33:3- "I'" DD p � 2 zzv1 to ATTACHMENT DETAIL �J05g0J 1.25" a s. HARDWARE SCHEDULE a 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN —0�" ¢ ��=o 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o 0 m SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM In w v1 z (FLORIDA #62514) WITH THE LOWEST (LEAST) I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o�'Er o 0 0 0 CL �— AT 5-1/2" CENTERLINE. wwm:Y V) FASTENER RATING FROM THE DIFFERENT FASTENERS �,.•; o z z o o BEING CONSIDERED FOR USE. JAMB, HEAD, AND ?'*. 2. 4" X 4" FULL MORTISE BUTT HINGES. a=L a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1 4" TAPCONS. A PHYSICAL omvolo )# / TYPICAL MASONRY o wSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION ZLOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �N WOOD SCREW EDGE DISTANCE MIN 3/4". 1"X1/2" CORRUGATED #10X2" WOOD SCREW (2) N1OX2-1/2" a'• iSHIM 3" FROM EACH END 6 FROM EACH END WO D SCREWS 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" AND 7" OC AND 12" OC EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN MAX„ wDOF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AIC�RYLIC TEX MINIMUM EMBEDMENT OF 1-1/4". CAULK DATE: 2 11/05 CL � ACRYLICscAiE: N.7.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO LATEX — TRANSFER LOADS TO STRUCTURE. CAULK cL DWG.BY: SWS ' CHH.BY: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITEDRAWING NO,: ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-MA-FLO120-05 SHEET 3 OF 3 Luis R. Lomas P.E. 233 W Main St Manufacturer: Masonite Danville,VA 24541 Report#: 504B 434-688-0609 Date: 05/21/,2015 rllomas(cDlrlomaspe.com Product: Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FL0153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FL0155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLb172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity in shear condition: Solid members w/d w/cut gap: Fastener type:#10 wood screw (NDS 2012,TR12) Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member: Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I, Mode I, Mode II Mode III, Mode III, Mode IV qm= 509.2 lbs/in qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689 P= 580.5 lbs P= 707 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD= 2.200 KD= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Zm= 264 lbs Z,= 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs KD= 2.2 P= 246 lbs P= 263 lbs P= 235 lbs Min.Design value: Z= 107 lbs Z= 120 lbs Ko= 2.2 KD= 2.2 KD= 2.2 Duration Factor: CD= 1.6 Z= 112 lbs Z= 119 lbs Z= 107 lbs Allowable Design Value(ZCo): Z'= 171 lbs/anchor Fastener type: 1/4"ITW Topcon N.O.A.12-0816.06 Substrate:Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value(Zf„N): Z"= 156 lbs/anchor Minimum anchor capacity: 156 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 Design pressure: '85.0 psf Area Load Max. Anchor Al Zone Z Ind. (in) O.C. Cap. i Load Result A2YA2 79.25 (ft) (lbs) Qty (in) (lbs) (lbs) q1 A, 2.3 195 N/A N/A 156 2 98 OK A2 7.7 656 6.00 18.00 156 5 131 OK ,``��J�S R• L O��ii�� *' 051 • p• TAT Q F • zz !!1(111 Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 i Luis R. Lomas P.E. 233 W Main St Manufacturer: Masonite Danville.VA 24541 Report#: 5046 . N 434-688-0609 Date: 05/21/2015 rllomasCa kbm as oe.conl Anchor Locations: — 36.38 — 18.19 — 6.00 TYP. — — 6.00 TYP. 1 r i 6.00 1 13.45 MAX.O.C. r 79.25 t 6.00 I 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. NN�J�r' R• ��,/��i - • • . v• �\GEN%9 -(PZZ ' *4.- TATt 051 IWO 'AOF ;c 0 RID �G� N. Luis R.Lomas P.E. FL No.:62514 2 of 2 5/28/2015 Florida Building Code Online Page 1 of 3 BCIS Home f Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBCQStaff % BCIS Site Map Links Search �0"da Product Approval mak ° USER:Public User r 1111.10 Gve�*9%^kri Product Approval Menu>Product or Application Search>Application List>Application Detail s FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if,necessary. Comments Archived I Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski ,jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com I 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 i Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDquS 1 Bu8CAE... 11/22/2016 Florida Building Code Online Page 2 of 3 Date Approved 09/08/2016 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 R24 C CAC 16-0505.02.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 R24 II 16-0505.02.1)df (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-500(Large Missile Impact) WinGuard Vinyl'Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II' 15-0612.12b.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-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05.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 R24 II, 16-0714.05.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-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 1620714.06.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 R24 II 16-0714.06.Ddf (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(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01,odf 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 R24 II 16-0714.01.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-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.02.0f 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 R24 fI 16-0714.02.adf (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independerit Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS l Bu8CAE... 11/22/2016 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.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: I 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II '15-0612.10 SMI.Ddf (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: 4 (Non Impact y Single N TMMVWUse Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0744.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 ' , i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 116-0714.64.0d (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: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C'CAC 16-0714.03.6df Approved for use outside HVHZ:Yes Quality Assurance Contr,'act Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 116-0714.63.Ddf (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:I hird Party: ' I Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mall.If you have;any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under' Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safi l � t! i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtiS 1 Bu8CAE... 11/22/2016 MIAMI.IDADE MIAMI-DADE COUNTY 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)315-2599 NOTICE OF ACCEPTANCE (NOA) vvww.miamidad&gov/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(AIM. This N04 shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County) and/or the AHJ(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 AHJ 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 115400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing 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:None 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#15-0519.06 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.16-0714.04 MIAMf DARE COUNTY Expiration Date: July 30,2020 Ql/ � Approval Date: August 18,2016 �i' Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 15-0519.06) 2. Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, 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,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, 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. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per'FBC TAS 202-94 3) Water Resistance Test,per FBC,.TAS 20294 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.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-05-19.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/15115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel BE14.04 .E. Product Controlner NOA No. Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(corrrnvum) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.06) 2. Statement letter of no financial interest,dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.06) 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 previous NOA No. 15-05-19.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.06, issued to PGT Industries for their Series "5400"PVC Single Hung Window-N.I."approved on 07/30/15 and expiring on 07/30/20. Manu 1 Per fez, E. Product Control E am er NOA No.16- 4.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE28-1/l.'MAX O.C. 21.5/8• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR FOR ARCH-TOP RADIUS-TOP 52-11W MAX.BUCK WIDTH MAX,D.C. VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. HEADER(SIM.FOR ALL 12"MAX.FROM LEVEL,SEE SHEETS 8-7 IMPACT RESISTANCE FOR ALL FR/) SEAM _ 1 30" 12'MAX. / / WINDOW TYPES) WINDOW TYPES B.BEE MAX.O.C.SHEETS `[f -�---- 52-1/8"MAX.BUCK WIDTH --��''{{ A.S / 10"MAX.FROM I SEE SXEETS r 1-114" B,S �._ 30°MAX.O.C. �1 SHEET 3� FIXED VISIBLE 12�' FRAME SEAM D.SEE SHEET 4 SHEE I LIGHT WIDTH SHA. TE r I 12"MAX. FIXED SHEETS B.SEE—-------- 30'MAX.O.C.+ I{r�-12SHEET4'MAX. C,SEE __ � / + EQUALLY ( / VISIBLE / SPACED I LIGHT 17-7/l.MAX O C A.BEE f !i nnpX- I / ALLY I 17-7/B' D.C. ANCHORS PER BHEET 3i I 'iJ_--iL S ACED i I _� TABLES I /HEIGHT EQUALLYJ / 17-7/8"MAX.O.C. / AN PER 91.78" SPACED T 6&7 1 MAX. SHE PER O / 84" 0 I l.4° 0 BUCK TABLES6&7 82" O I BUCK MAX, I HEIGHT �— MAX. �- HEIGHT BUCK AS SHOWN BUCK 10"MAX.IO.C. 4 10"MAX.. • HEIGHT x 4 10'MAX.O.C. x I 4 10" HEIGHT X Q (9M�' X Z1 - 13-3l4" .O.C. EQUALLY 13-3/4"MAX O.C. EQUALLY I H1 MAX.O.C. EQUALLY _ ._. /J .SPACED SPACED VISIBLE SPACED -- -- SEEHORS PER ANCHORS PFJT LIGHT ANCHORSPFRSHEETS JJJBLESfi&7 A� TABLES6&7 HEIGHT A I TABLE58&7 I / 1A 8&9 I 1 6.1/Y k 8-1/Y MAX 6.17 MAX. NO ANCHORS AT SILL WOANCHORS AT SILL —.J NO ANCHORS ATSILL --I� Dom+---- 1-1/4' '91 B .-,J B t-- B Ir'\-*I` SEE SILL WEER -y'll S SILL WEEP- SEE SILL WEER SEESILLWEEP- 52-1/8'MAX.BUCK WIDTH O7CH DETAILS, SASH VISIBLE NOTCH DETAOS, NOTCH DETAILS, 52-1l8"MAX.BUCK WIDTH NOTCH DETAILS, SHEETS LIGHT WIDTH SHEET3 SHEET3 SHEET4 ON -0R QU' G FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVAT SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 68,7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-112"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 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES..................8,7 - -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. ANCHOR QUANTITIES.................8.9 7)DESIGN PRESSURES: -- - _ - -- — -- -- - - - -- - ._ _ _ .EXTRUSION PROFILES............._..10 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY&PARTB UST.,....., 11,12 - -B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FSC),5TH EDITION NOT BEEN 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 •ASTM E130D-09 _ with wM WITH OTHER DISSIMILAR MATERIALS SHALL MEET-THE..REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION,RESISTANCE_ •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,-ADM-2010 __ m eemplyiag with F(a[Mi_ 10)REFERENCES:TEST REPORTS FTL-7984;ELCO ULTRACON NOA;ELCO CRETEFLEX NCA;ELCO AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEA.IGHTER •AISI-S100-07/S2-2010- --- - - Duildiog Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMI M.D��IC�f,NMANUAL Aacaptmco�Aol .Cb- Revlsed Dal Revlelon: %nd D 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ; 1`�{'�t''•4.y; ''1 Bv' A)ADDED SPACERS R USER INSTRUCTIONS: JR 0Ad 5/05/16 TO SHEET II. > i - Revlaed By. Date: R.VNIon: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - / u Drown W. PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _I (/�- /" I 1 1� II;l;� ® Deacrip GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7•VERIFYTHE ANCHORISUBSTRATE WILL MEET REQUIREMENTS `;'.. .• •':' Dab: FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. •.,F-I,O;;It":•:,�,„•�; 1070 TECHNOLOGY342RIVE 7Tfla: 5)INSTALLAS PERSHEET3 FORTHRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i�•`u':i '^•�' SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 )If\IIlr:,l.���� (941)-460-1600 . NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNNI I ILLER,P.E. SeNea/Model. Scale: Sheet: Drowlnq No. Rev: INTEGRAL FIN OR EQUAL LEGIBOX). P.E.056705 CERT. OF AM. 029296 SH-5400 NTS 1 OF 12 MD-SH5400-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame GlassDesign ressure Types Options Corlttga, Shapes Installation Options that maybe used ,type Description(Listed from Exterior to Interior) Table# Sheet# (see Flg B) (sae Table 1) (see Flg A) (see FIg Q 1 314"I.G.:1/8"A Exterior Cap+1/2"Air Spade+1/8"A Exterior Cap 4 6 Into 2X Wood Freme/Buckstrip-sheet 3,option 1 Equal•L to, /Recta 2 3/4"I.G.:1/8"T Exterior Cap+1/2"Air Space+1/8"T Exterior Cep 4,5 6,7 Flange h me,Ii_ " Q rn 1 3 3/4"LO.:3/18"A Exterior Cap+3/8"Alr Space+3/18"A Exterior Cep 4,5 6,7 GLAZING NOTES: (#2) 4 DnaUFrodevt Arch-Top& � e�-. a "A°=ANNEALED 8 Cot age edute"7o ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 4 3/4"I.G.:3/16"T Extedor Cep+318"Air Space+3/18"T Exterior Cap 4,5 6,7 "T'=TEMPERED ....Into Metal-sheet 3,option 4 ....into 2X Wood Freme/Buckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Lep 1-4 Odel/PrcMew Arch Top& of the wlndow...... ....through 1X Buckstdp Into ConcmtefCMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME (#4) &Cottage Radus-Top - -- - Min.Edge_ Min. - • ADS - _- -- - - - . Through the_ _ ...Im ....Into 2X Wood FreelBucketdp-sheat 4,option 5 Group Anchor Substrate BMIN.OF 3 THREEYOND THE METAL - -_ = Equal-Ute, Square/Rect., Distance Embedment! SUBSTRATE.FOR J-Channel integral fi0...... Into Metal-sheet 4,option 7 P.T.Soul em Pine SG=O. 5 6" 1�/e STEEL STUDS, 1-4 OdeUProHaw Arch Top 8 #10 SMS ( ) (#i) &Cottage Rediva Tap Through the frame ....Into 2X Wood FremelBucksldp-sheet 4,option 8 Steel,A36• 3/8" 0.050" MIN.Fu=45 KSI& of the window...... (steel,18.8 S.S. MIN.Fy=33 KSI, into Motel-sheet 4,option B or 410 S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) _ _ Through the ....Into 2X Wood FramelBuckstdp-sheet 4,option 5 •UNGROUTED CMU" Integral Fin Equal-Lite, Square/Rect.,integral fin...... ....Into Meter-sheet 4,option 7 A Aluminum,6083.75• 318" 0.050" VALUES MAYBE 1-4 OdeVPro%iew Arch-Tap& P.T.SouthernPine(SG=0.55) 7116' 1-318° ED FOR GROUTED (3) &Cottage Radus-Tap Through the frame••••Into 2X Wood Freme/Suckstrip-sheet 4,option 6 3116"steel Uitraccn U APPLICATIONS. of the window...... ,,,,into Metal-sheet 4,option 8 Ungrouted CMti STM 690) 2-1/2" 1-1/ #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1-318" FIGURWA_71RAME CONFIGURATIONS FIGURE B:FRAME TYPES Steel,A36• 318" 0.059' B (steel,18-6 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) or 410 S.S.) Aluminum,608375• 318" 0.063" 1/4°steel Ultracon Concrete(min.2.85 ksl) 1" 1314° r �/ 2 tl 4 0 C Ungrouted CMU,(ASTM 690) 2-1/2° 1-1/4° 1/4"steel Creteflex Concrete(min.3.35 ksl) 1' 1.3/4" /! f4 BOX OR Q FLANGE EQUAL- 1/4"steel Ultracon Concrete(min.2.85 kei) 2-112" 1.314" j� LEG 1/4"steel Ultracon P.T.SouthernPine(SG=0.55) 1" 1.3/8" UAL-LITE ORIEL COTTAGE 1/4"steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 114" D 1/4"steel Creteflex Ungrouted CMU,(ASTM 690) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" 1318" —►{BUCK WIDTH ---]BUCK WIDTH(—---]BUCK WIDTH— _____ 1/4°steel Aggre-Gator Concrete(min.3.275 Rai) 1-112" 1/4"steel Aggre Gator —FT.Southem Pine SG=0.55 1" 1318° T T T Grouted CMU,(ASTM 690) (9 0 T P 1 0 3 6 Mu WT J-CHANNFI INTEGRALMQ Q M or TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP MIn.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODIX1711EVISSO Group Anchor Substrata BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING a vicemplymswithlbe Flaft Olafanca Embedment' DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 318' 2-7116' THE TABLES ON SHEETS 6-9. Acceptance iM /b•o 14-04. 1> 2-1/2°Ring-shank Roofing Nall P.T.Southern Pine(SG=.55 3I8° 2-7/18" ErpimtbnDme 7D2ti ) ��.,�' i?Nll. :�:� Revlaed By: Date: Revralom P.T.Southern Pine SG=.55 1/2' 1-3/8' By ( ) Mimai oris Product Can al} #10 Trusehead SMS Aluminum,6063-T5• 3/8' 0.050" Fevleod By: Data. Revislow (steel,18-8 S.S. Steel Stud,Gr.33' 316" 0.0451"(18 Ga.) or 410 S.S.) •MIN.OF 3 F Steel,A36' 316" 0.050° THREADS BEYOND _ ® Da+errp6an: Drawn By: P.T.Southern Pine(SG=.55) 9116" 1-3/6" THE METAL CC l'� 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,6083-T5' 3/8' 0.083° SUBSTRATE.FOR 6 steel,16-6 S.S. STEEL STUDS, ( Steel Stud,Gr.33' 318' 0.050" ''.')':'•.. :-; 1070 TECHNOLOGY DR NE Titre: Date: or 410 S.S.) MIN.Fu=45 KSI :• '<. •, ;; ;;C;�' : ., , N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36' 318° 0.050' MIN.Fy=33 KSI. '�. ;' •;;"� •,, (941)-480-1600 'rrr •:,j, ',,�.''\ Serlea/Modeh Scale: Shoot: Drawing No. Rev: A.LI'NNiMILLEk,F.E. CERT. OF AUTH. #29296 SH-5400 NTS 2 OF 12 MD-SH5400-01 A P.E.#5a705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETFJCMU. SUCKSTRIP INTO CONCRETE/CMU.ANCHOREDTHROUGH EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR BUCKSTRIP. T 16 114"MAX SHIM SEE NOTE 2,THIS SHEET, EMBEDMENT SASH VISIBLE EDGE 18 LIGHTWIDTH 17 EDGE F SHOWN DISTANCE LANGE FRAME DISTANCE J ISI) 44 BALANCE TYP.ANCHOR L1/4"MAX TYPE VARIES TYP.ANCHOR TYPE 42 WITH SASH TYPE. SHIM EMBEDMENT AN� - - WEIGHT TYP.ANCHOR TYPE, EMBEDMENT 2 EDC 30 EMBEDMENT AND EDGE AND EDGE DISTANCE PER 31 DISTANCE PER SUBSTRATE, SUBSTRATE, j. -DISTANCE PER SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. 87 EDGE SUBSTRATE, 18 EXTERIOR DISTANCE SEETABLE2, SHEET2. c 19 20 OPT.SASH TOP FIXED - FLANGE LIGHT WIDTH j VISIBLE LIFT RAIL FRAM 2 EQUAL LEG/BOX LIGHT FORALLWINDOWS: NOTES. SH BUCK FRAME HEIGHT I ANCHOR @ 3Z5' SHOWN i 4B 1)USE ONLY HORIZONTAL SECTION A-A ,--049 FROM END AND AT 1 21 CENTER. SUBSTRATE-APPROPRIATE 22ANCHOR$LISTED ON TABLE 2, FORWINDOWS SHEET 2.FOLLOW EMBEDMENT AND 73 OVER 36*WIDE: EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBO COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 46 46 47 SCREWS(416.316" BE USED ON ANY SIDE OF THE 14 FROM END. WINDOW. FORWINDOWSWITH 114°MAX. BUCK 16 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM #ICIOR#12STEEL MAX 60 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2. SELF-DRILLING SHIM HEIGHT SCREW$@ 8-3/8- SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 85 30 FROM END. THAN 1-112'THICK ARE TO BE ❑ TABLE Z SASH CONSIDERED IX INSTALLATIONS.IX SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO 1�3 HEIGHT SUBSTRATE.WOOD BUCKS 80 16 DEPICTED AS 2X ARE I-1r2'THICK OPT. USE EITHER OR GREATER,IX AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1- 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK EQUAL 'flj� FRAME LEGA30X WEEP LOCATION:"18* DESIGN AND INSTALLATION IS THE SHOWN )FRAME FROM SASH END. RESPONSIBILITY OF THE ENGINEER NOTCHESAT 80 SHOWN EACH END. OR ARCHITECT OF RECORD. C::7/ I= EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT PRODUCT RRVISBD 67 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 as complying with are Fkms EQUAL-LEGIBOX1hr MAX SHIM HEADING TO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH Buildinp C.& FRAME INTO METAL FRAME INTO METAL A.,mmN,llp-o 4.o4- FRAME SHOWN I rat Date will) ReVisad Dat.- Re vision: '27"X 126, NO ANCHORS Date. i Prduc& WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER @ • FLANGE OR 2.87"FROM EQUAL-LEG WIDTH ACH END. F - i • Descrimtron: Drawn By., FRAME SILLS @SASH:BUCK WIDTH-6.112" @ FIXED LITE:BUCK WIDTH-4-318' 7- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE)BUC 1070 TECHNOLOGY DRIVE Atte: Date: VERTICAL SECTION B-13 KHEIGHT/2-3-16116" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION N1 06/15/15 (941)-480-1600 Dmwfng No. P'E' CERT. OF AUlH.#29998 SH-5400 NTS 3 OF 12 MD-SH5400-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT ZX WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL {-�- EMBEDMENT -� NOTE 2.THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. I-- EDGE DISTANCE FIN INTO 2X WOOD FRAME OR a 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 114'MAX SHIM SHEET. TYP.ANCHOR TYPE, - SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE ❑(� 18 LIGHT WIDTH 17 ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. — - — ---� o T (SCREW SHOWN) 44 BALANCE EMBEDMENT } TYPE VARIES ----- -- �� L V4'MAX SHIM 42 WITH SASH - - - Q - �� � TYP.ANCHOR TYPE, EDGE �RJ WEIGHT 30 1 EMBEDMENT AND EDGE DIST(CE - ig _ a p DISTANCE PER SUBSTRATE, �u� IF OWN)N EXTERIOR n TYP.ANCHOR TYPE, SEE TABLE SHEET 2. TEGRAL LIU� Cn7 87 INEMBEDMENT AND EDGE 18 (NAIL SH FIXED VISIBLE - "'" 3 FIN DISTANCE PER SUBSTRATE, FIXED 1s 20 OPT.SASH TOP _ LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHTNOTES: SHOWN FOR ALL WINDOWS; HEIGHT ! 1 ANCHOR @ 3.55° BUCK WIDTH !� 48 FROM END AND AT 1)USE ONLY_ 49 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 38'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114,MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 73 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16-3/6" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW- BUCK BOTTOM LOCKS: Pl100"12STEEL {� 114.MAX HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY SELF-DRILLING I SHIM SCREWS(al B•318° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS gF-77-1 TABLES 2&3,THAN 1-112°THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS LA BOTTOM DEPICTED AS 2X ARE 1-112"THICK 86 _ 16 ORGREATER.IX AND 2X BUCKSOPT. LOCK(SHEET 3). � Q 85 (WHEN USED)SHALL BE DESIGNED TESTED U.J. Q FIN AND/OR Q (2)1° 81 30 63 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:8.516° TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHESATgp RESPONSIBILITY OF THE ENGINEER INTEGRALFIN EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION PRODUCT RBVISBD THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 us cempfyinga,Iitb We Flmidn 1/4"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building Code A INTEGRAL FIN r BEADING TO BEADING. METAL FRAME SHOWN ���� y SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) A caPlion d 4' —L ern;mtronD�ln t2D20 ` ReVleed By: Data Rev101on: 27°X 1.25"WEEPHOLE �� r {:;i.'.,..,,�. By :';.,..,.....''•.Ci..,, Miami OProduet It 38 WICOVER@2.87° Revlaed By: to., Revlelon: FROM EACH END. VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, f— EDGE DISTANCE WIDTH EMBEDMENT AND EDGE - Drawn By: DISTANCE PER SUBSTRATE, @)SASH:BUCK WIDTH-6.1/2" r ,;_ ® Desertptton: SEE TABLE 3,SHEET 2. 0 I-MhU LIT E:BUCK WIDTH-4.318° I C(•6 � � J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI -moi EMBEDMENT 6 rf (SCREW SHOWN) HEIGHT(EQUAL-LITE( :,.'j l.•'•, •• 1070 TECHNOLOGY DRIVE TWO. Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15116° ;I;It:;.•',r':;`; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 :? 480-1600 sal ANCHORED THROUGH INTEGRAL FIN 'i /;'•�:I ;:,�`• ( ) Sada.IModel: Scab: Sheet: DrawGp No, Rev: INTO 2X WOOD FRAME OR BUCK- A�LNNI04144ER;P.E. STRIP.SEE NOTE 2,THIS SHEET. P.E.p 66705 CERT. OF AUDI. #28286 SH-5400 NTS 4OF 12 MD-SH5400-01 A 3/4"NOM. 3/4"NOM. 3f4"NOM. -- - -- —�{ 3/4"NOM. �+-•._- - - -- '- _- -- 1/8"A_GLASS -- — --118"T GLASS I _I _ _ _3/16"A GLASS___ I __ _ __ 3116"T GLASS 1/2"AIR SPACE 112"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 118'A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78.78 79.79 78.79 7&79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 1f2"NOMALASS 76-79 BITE TYP. 73 74 31 EXTERIOR 75 a PRODUCT REVISED 38 30 ns complying with Mo Ftatfda Building Cado AwaPtunco No I,t�O•'t y .Q¢ LI- o Expiielioo Dalt /�7 Revived!)y: Date: Revhrlon: • < •�`�{��� .'(i: .:%!,/,. Minmi aJa Pmdntl' TYP.GLAZING DETAIL y•:.i!:;;: Revlaed By. Date: Ravrefon: ® Deecrlptron: Dawn try: GLAZING DETAILS J ROSOWSKI }•�.'•. 6 I6 1`1 I-KI-I� � 1070 TECHNOLOGY DRIVE ntle: Data: GLAZING NOTES: N.VENICE, F.34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A"=ANNEALED -:•'••....•• (941)-480-1600 Sedee/Modeh Soafe: Sheet: Dmwfng No. Ray. "P=TEMPERED ,�.; A: NMILtEF<t:PSE`, �,b5 CERT. OF AUK 829296 SH-5400 NTS 5 OF 12 MD-SH5400-01 A a v a Q U O COO$O i 60 O J N Q L J CO 0 Z a� xis m O & Z AZ ° rn AZ CD w w U' o �a} o a m a ? o tqN:2)w Z LJ CD D DR C7�Z¢Lu e 8 z"CO cZ fA oLLZ N z �J pw (�1<� m LL W W OF u ® O N O m N 11 0 g - a o mzo� 0� mf� Q Z Z W ?c v— O Dz � MQc=—b&ZZZ2 =13 w W U I W J - G -.44 R 44 R •/q R 4 4 S R assess...... ....Rss....... ...�s's� �a�4sassaaasss R R4R 4^d d nm d ery q' F.I: °i 4w q q 4 h u9«R 4 QQsa's�RsRsRsss°s,'sss4s,�RRs,sss��ssaQsgs,sss�IM��$ss�����4s�� asa sqM qq s 8 t e R q R 4 4 R q Q 4 <R 4 R ``s_agaesss84Bss_Rg�g�a� ga71$$s4� �aaaa;�$4gaaa am mq R R 4 4 R R 4 R R 4 R 4 4 4 4 4 9 4 R 4 4 R 4 � c 's'sseas'RssRsa's'ss�Rs�RsaRssRsgaRs . . C 4 4 4 4 4 4 4 4 R R R R 4 R o e e 's'sss�Rs4 's`ss as sss s ss $iQq m 0 mRs's� 's'a's`ssRs'ssRa's'aRs'ssss� ggesss ��4s����Rsessss' a Lu 88s sssss8sa 'q-,;0 ..... a Bsa�4 s ��� �vr x .� ,4 9 R 4 9 4 R R R 4 4' ,R 4 R R 0 d sa �s�s 's°s,' 's 4s'ssassassaa aassssa's�Rs 's 4s'ssssss�ss4ss�' � ! a 'sa4s��eRs's �$� s� �s°sRss�4s Rss4ss's s 'as � s 4s°a_ "$$ F cCy in J �Rss"y'�'s�'ssR�p�'s''s'R�sis,'8����`��A�����$��aa oYCCU RR6���'n,'q�99 W V 9�9 R'4 V 9RW 99r O Z� �mg eS��AR�s:,FRRR^ RARR�S�F�� Rw�.-:�ww� ^.«R 1.i. . U z 0 m� „aRaace�a�ciReg� o- Ac4 � n�°a �aa� M „'Re o < za s g s99 € 99 m a m ox pjl tee^ mm MIA%-�Y��mmm -m ��m-S3 W LL � N 3 �q 6 gg Eg{a E E E S U� WS® � gyf�yE 3_ E�gN E9 L' 9 YuiPIANO �9g 3g ygEa � 9g Hg89G 8�3y •Bp E g E '9q y= �JpLL Z ON w P U' U U iS U t7 q 6 6 U m 6 x Q W Z Z WI C 0� LL LL W O a (uU4�`/MI.n.IH M°Yyy, N E Z -0 N n S TABLE 6: 014r Typd 0"""aDeh 8rh z•4o59urtp.1-phgn Hmdt Design Pressure pbse) 1711 p wQWM* nm Wlnd-11 r21MdthIn 18E4b-&O 14 33 35 49 46 52375 238 EOWIW ium +65.0 430.0 -13"0 •m5. •130.0 ina -510 .634 •130.0 "Me •12x0 +880 •120.0 111054 4A17.1407D 465.0 430.0 430.0 -69,0 MI 109.0 -170.0 ♦65.0 -Ina •040 •127,0 +040 •110.0 28 t 01 .0 -I=* 430.0 .640 4310 0650 -13DA +880 -1314 167.0 4/316 *640 430.0 aw3aanf Pmfw'e 1 - A82 •840 -I We -f3o.0 1680 .130.6 +880 .7]0.0 x840 -120.0 *B5A •1310 185.0 -723A Tetwet 23ZIT-20288 466.0 •1300 430.0 1540 -130.9 MID AXI) +640 430.0 180.0 -1220 +849 .113.0 Wove CoMila 20968.23,916 4840 •130.0 •130.0 -m5. -130.0 100.0 •110.0 +660 -130.0 . 0 •124.8 119,0 -1. J/.JTO F�IaOw f7A17.10.991 ♦10.0 -1360 -750.0 +60.0 -130.0 169,0 •130.0 1846 •13x0 ♦ D •121.2 +08,0 -109.3 InsecWd PwAtw ti.0t7-17316 +89.0 -511.0 -130.8 765.0 430.0 +440 -1361 +65.0 -030.0 1640 -7722 +05.0 -110.2 Bhwirl 11.317.14.010 •85.0 •1310 •130.0 +60.0 4316 760.0 •130.0 4840 •13" 4660 •1140 +51A -107.0- Maw 27.683.3!,811 05.0 -130.0 +60.0 -IVA 1 0 1-1 +BOA -127.0 4880 416.0 4640 49.0 smo -W.0 Cowmelle 28.817-27.982 ,140 .130.0 +640 -130.0 +840 -510 +65,0 -Ino •6411 -130.0 4a6.o •116,3 +MA -103.0 _ et-WOtw24 MAI?.211.015 +85.0 -1300 +649 -13OX +866 -509 +099 .1300 +840 •131.0 "" •1110 +69,0 -BH2 a HEADER !14. ` Egtwt0t0 20.07-23.616 -06.0 -Ime 16;30 -130.0 *51 430.0- "SA .430.0 ,540 4 ..0 .040 -t0e6 1450 433 8165411!Pl-rdnT 17.617-20118 489.0 -190.0 165.0 -130.0 +611.0 430.0 ♦86.0- 430.0- -1840_-7110 ,89.0 •7098 +BSA_ •948 _ Custan641 /4.617-/7015 4650 43aA 1&20 -/38.0 •80.0 ;Mb ♦85,0 430.0 48.00 410.9 160.0 4!41.3 1840 AB-7 - - alAdal 11.177-14.616 +69.0 •130.0 +66,0 •130.0 466.0 430,0 ♦09,0 4300 .040 -1360 1580 •1710 4640 401.7 --- - - - - - - - Wool 31183-35911 +05.0 •130.0 +110.0 -130.0 189.0 -222 ♦no -125.1 +110 -7140 4650 -00A 1650 •639 Seadmi CCiwDB 2 0 017-31142 *80.0 -130.0 +BBA 430.0 4Me -130.6 Mme 440.0 485.0 -11"0 +66.0 -ta39 ad0.tl -027 Eq w.. 204117-20.810 405.0 430.0 ♦069 •130.0 465,0 -4aoA .0 •730.0 woo -5a.o 4640 •100,2 ♦6000 se.e Q MEETING RAIL 48 8197Aon1Peat6w 17,517-201115 •85.0 .130.0 +65,0 4360 4646 =130.0 fm8- •130.0 •no -509 4850 .1061 +699 _63.T 23 WMnalm 7L017-17.018 *65.0 .130.0 +66.0 -1360 4650 430.0 1060 .1311.0 ♦7140 4500 •051 •1058 *53.0 45.1 1X0365 6k9 12.017-14,55 486.0 •130.0 +609 -1316 +699 -/800 ♦659 -130.0 +619 .50,0 166.0 •110.8 +850 6&e 27 0 eMOrl 1i.377-12.016 406.0 4300 4850 -130.0 +640 -501 +869 •509 +03.0 -131.0 406.0 •714.6 180,0 -10tH 710011 33,265.37.030 +80.0 -130.0 080,0 -130.0 -Me 4150 *500 AID" *89.0 •114.7 +85.0 49.0 +84D0 a1m,dI3DCAitapO 28.017-38207 166.0 -130.0 "5.0 -130.0 165.0 4300 *m5. -730.0 1890 -Inc +no -096 165.0 A6g ry Y EgtaFOs 23.57-281178 4640 420A 165A -130.0 *65,0 -509 403.0 .1360 *640 -730.0 +050 •101.9 •040 At.t lip 23 I'll 18,825 4 I*le elm 20.013-2]1118 ImA -50D +869 430.0 160.0 -030.0 •811.0 430.0 +149 -484.0 185.0 4020 +640 Aft B7taMald Proem' 17.07.20"/8 *864 '130.0 +66D 4360 ♦69.0 •50.0 54 430.0 +840 -1301 .690 •1042 ♦659 5.2/ Wlan elle 14.01]-17.078 *169.0 •165.0 ♦ D -130.0 ♦ -130.0 -051) .130.1 ♦89.0 -136.0 +BOD •1044 *840 43.9 FJt7'EnbR $A,7r}I Wtan alm 12877-NAS9 4me .130.0 165.0 •13x0 •610 -130.0 .880 42"a +ffio x281 +no 4010 +04o •1X4 EXTERIOR �I � HEIGHT 61antat 11577-12416 +640 -500 +660 430.0 465.0 _1244 45510 4225 -840 -27.7 400.0 •1132 .840 -106A V v Tweet 36.617.41M +me .130.0 160,0 -510.8 +640 gay 4mA n0. +nD -839 4068 air 1Gav -0IA 613,3.400W 31.677-35.018 485,0 430.0 *65.0 430.0 +m.D •1240 +0.5.0 42XZ *Me -121.0 465.0 DDA +850 4799 Equ.iM 28417-31.416 465.0 4300 +85.0 -18x0 465.0 -130.0 +659 .13a0 +850 •1181 +069 -0113 +BOA .1 JAMB 411310!P2DAOw 13.117-?81110 +m5. 4W0 1654 -130.0 181.0 422 161.0 -311. 1640 •120.2 +040 AIA +68.0 .4fa 23 02 met-etre MIT-23-16 188.0 430.0 no -1217 540 -707.0 +6610 4DIA me -1011 .65.043.4 +699 A2A cmtane !]Aft-20 18 +60.0 •530.0 1640 -11.8 +60.0 5.6. "In ! 1840 -69.8 +609 •8833 -WIA 965 c.b.elm 14AIT-17.519 .66.0 1•123A 4840 •1022 .65.0Aa7 +840 AZA 1640 -]0.E 405.0 -7a2 *60.0 -712 GSILL I� etan 6120 13.017.14,516 -65.0 -Ims 465A -08A 465.0 926 4650 -765 •65A -746 469_ •714 +610 .73,4 u 6h6W 3tA06-!1018 465.0 -117.3 465A 949 4640 -740 *oDo .751 *me :UV MA 40.11 +q.0 JAO ��-----�� T91wel 39. -41.014 485.0 -130.0 4659 -1148 465.0 99.7 180.0 Seg *140 AJA *850 e w ♦846 •74.2 7 Cmtanatu 3511 -38016 .g61 -130.0 +689 •126.2 +58.6 -1054 189.0 .1040 0840 -1057 +80.4 64.8 165.0 .745 Equiaw 35.017.38.615 +65.0 -1301) 4689 -12511 +65.0 -15,1 480.a •109.8 -659 -108.0 185A -041) +65.0 114 TO Cut9un ee0 32.017-34.078 •60.0 •7300 469.0 -t 19.5 r65.D -103.0 +600 -0B_ -840 685 46U -813 +60.0 -73,6 8f91ffiMP3otew 28.617-32818 381.0 -130.0 .65.0 490.0 1663 629 4 0 40 467 0840 ABA 4Z52 -840 -749 a 571777!Btre 20.617-281116 165.0 •7221 4040 999 +86.0 -839 ♦89.0 •78.7 +640 -709 405D -A .659 411.9 8704011 I 20.018_28.016 184.0 419.4 +m._ 949 +610 934 +659 47.1 -640 ate 4660 419 *m-0_ 17.9 SECTION DETAIL FOR WINDOWS WITH Eg1I414M 3!111-30.614 165.0 •1220 +G9_ -rose 365.0 -m.e .95.0 40.7 .e4o ABa .e4o 619 .6401030 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 m 5300!65 343617-38.070 +069 •122.1 +65.0 -99,3 1610 919 .050 ./9.] +840 -759 +650 44A *89.0 4X1 6101.14Praiae 33.0!5.39,6!6 .65.0 4/ri 165.0 64.9 Ino -7sn no 164 •e40 -72.6 +65.0 .Tao .654 -Tao (REINFORCEMENTS SHOWN IN FIGURES 0130 TOlwai I " -41.044 495.0 -117.1 465.0 A4.e .61.0 169 .sao .T4A 3040 -1730 3650 -Too •655. aa° E TYPES 111 R F O TALL AM SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS)ABOVE APPLY TALLFAM "MIN.SASH HEIGHT a WINDOW BUCK HEIGHT-60.138 PRODUCT REVISED 46 complying 39i1L the Florida Building CD& �Pillnll No jb-D ,(.�p¢ ;:3,p Re916ed Sy: Dote; R6V78tgtt: C65!110 Dnle r�j�D BY •�l Revised 9y: Date: R.A.M. Miami m 9 PII)d9pt Cwl NOTES., , 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 3>`.:�� in. Description: Drown : ORINTEGRAtFIN. j°( f DESIGN PRESSURE TABLE J ROSOWSKi 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '=,i?'•'•, 3',3 • 1470 TECHNOLOGY DRIVE Tate: j`L�C,P�::,•' 0030- Dote: 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXTAVAILABLE WIDTH OR �,`.;��.' • •;; N.VENICE, FL 34278 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 HEIGHT DIMENSION SHOWN ONTHETABLE. 7..r`.. 1• ' (941)-480-1600 A L1�t�t>!MI1.Lt32,P.E. 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J7�aCJ€iDaa('y:DDaDDDDDDaDDDDDDaDDDDDDDDDDDDDaaaDDD©DaDDQGO _oa���aQa�=waaaaaaaaaaaavaaaaaaaaaaaaaaaaaaQoaaaaaaoQQoa - �J�DG�IDDDE:DDDDDDDDDDDDDDDDODDDDDDDaDDDDDDDDaaDDDDDQ©DO - mQC3�'Da�3E©DaDDDDD©aDDDDD00DDDDDDDDDDDDDa0J7DDDDD00D000, ��JJJaa���laa��aaaaaaaaaaaaaaaaaaaaaaaaoaQaaaaaaaaaoaaaaaaa �DGJ1DD�i�: DDD©DDDDDDDDDDDDDDDDDDDaDGJDDDDDDDaDDDDDaDDO �aF��IDQaFGJDaD©DDDDaDDDDDDa©DDDDDDDDODDDDaJ7DDD©DOGDOCa� r._ 'IJ 3.500" 3.500" 3.500" 3.500' ��-- .062" +- .062" -+if+ .062° - .062° P � mod mod mod as D 1.4 3" a A as 1.483' a 1.483" .070' -114, .060" M1 �� � o �OC��� ��C�O� 715" <�: I " '625' J-CHANNEL FRAME ,6 1 185 FLANGE FRAM FIN FRAME EQUAL LEG FRAME I HEAD/JAMB-- _ O HE ! - -_ - -1.375' O HEADNAMB - _ _ _Q HEAD/JAMB LIGHTSASH - _O REINFORCEMENT -3.483" -�{ f 3.483"- � -- _ 3.483' �{ - 3.483" �{ 070" -y{Ir- 1.182' �- -Y{�-- .062" / -r��-- .062" ��- .082° -���- .062" .791" 1.036' 1.041' (� .070' -1- .130" D 2.444° 0 2.4 4• 2.444" O 1.331° f+ -H 1.340' �- 2.444° O STANDARD O HD MEETING REINFORCEMENT 26 MEETING RAIL 27 REINFORCEMENT .825° O J-CHANNEL .625" L�'I FLANGE 7 FIN FRAME �8 EQUAL Q uU F 1.375° O 1 3FRAME SILL r � O SILL O FRAME SILL 1 T {�- 1.872" � 1.641" �� T -►-I 1275' 1,3 2.100° 2.176" 1.472" 1.630" I I ,05,5^ o o .065" 1.375" 974" ! .590° .471' .590" 1 1 .355' ,050° ,050° J.- I .035' � 7 a .070" .070 -� 1,231• 1.000" BALANCE 06SASH STOP L�IL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 18 SASFIXEDH RAIL 17 COVER 16 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Cade Acccpkmm No M-O Wo4. " Revised By: Date: Revision: Expiration Dato W20 �i 084' .316^ :�' l� !!'7�i•;p��'%, lyy ���jj .300` ,<j .•••' Mil S Mde Prod ct -►I . .301' L� :. .,j,. .754' .750` Revised By: Date: Ravlslon: .035" -►�-� .025" Description: Drown By: EXTRUDED ROLLED .'. I16 WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD Bt SCREEN FRAME 62 SCREEN FRAME 1070 TECHNOLOGY DRIVE II6r. Date: :iry;;n`:•' ii::':: N.VENICE, FL 34275 -NISINGLE HUNG WINDOW INSTALLATION 05/15/15 /'.��'�'''f'.•'•tr..,j.-' (941)-480-1600 Serfes/Modah Smle: Sheaf: Drawfny No. Rev: A�L'YNNTAI-LER-�`E` CERT.OF AUTH. $29296 SH-5400 NTS 10 OF 12 MD-SH5400-01 A P.EJ!59705 TABLE 8: TABLE S.CONT.: SILICONE HOT-MELT BUM BIII of Materiel BIII of Material,Cont STRUCTURAL # Part# Description Material # r76XilBOPTX Description Material STRUCT4AN SILICONE POLYISOBU 1/4'NOM. FOAM 3118°NOM. 1 620101 S ng a ung tame ea &Jambs- Channel PVC 46Auto Look Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48Sweep Lock Cast Zinc WITH DESICDESIccANi 3 62D103 Single Hung Frame Head&Jambs-Fin PVC 47Auto Lock Cover Assembly Cast Znc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 #e x 1.116"Ph.FH SDS(Auto and Sweep Lock Screw) SS5 820105 SHIDH Frame SIII-J-Channel PVC 4gAuto and Sweep Lock Keeper Cost Znc8620106 SH/DHFrame SIII-Flange PVC 50 #6 x 314"PH.PH SDS_(Keeper Screw) SS 7 820107 SH/DH Frame SIII-Fin PVC 61 420181 UR Beveled Tilt Latch Croner Key PVC .GLASS INT.GLASS B 620108 5HIDH Frame SIII-Equal Leg/Box PVC 62 420182 UR Pull Rail Tilt Latch Comer Key PVC - 14 -62D131- Fixed Meeting Rail - - - PVC 63 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC- ` 64 420183- Tilt Latch - - - - —=PVC _. 76 77 0_ TM 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 67 420188 Plastic Th Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover —PVC - SW- 720192 Metal Tit Latch.Finger Pull -- Cast Zinc- _REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 AI 69 420180 Pivot Bar Comer Key PVC BUTYLENE 5115'NOM. 22 620145 Beveled Interlock Cover PVC 60 720208 Piwt Bar SS 5116"NOM. SEAL 181(4 20150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cost One BUT L& SILICONE SEAL 20152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cost one DESICCANT STAINLESS STEEL.20153 Standard Meeting Rall Reinforcement 6005 T5 AI 65 7034FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS FOAMEXT.GLASS620154 HD Meeting Rall Reinforcement 6005 T5 AI Be 420188 Bottom Latch Strike Plate Cast Znc EXT GLASS61644 Weatherstrip,.187"x.270"Fin Pile 87 78588 #8 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 60300 Weatherstrip,.19D"x.300"Foam Bulb Flex PVC 73 720136 I.G.Bead PVC 61718 Weatherstrip,.187"x.220"PolyPlle 74 Backbadding,GE 7700 or Dow 791 Silicone INT.GLASS61825 Weatherstrip Plug,.220"Finseai 75 71646N Setting Block /8"x 1"x We"),85+/-6 duro. EPDMINT.GLASS X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL@ XLEDGETM X9THPX #8 x 3"Ph.PH SMS(Meeting Reil Screw) 410SS at 61011 Roll-Formed Screen Frame Alum 78 1669SP Meeting Rall Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Corner Key for Extruded Frame PVC SPACER SPACER 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring PVC 20)X100( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring PVC #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tenslon Spring SS Spiral Balance 86 81816048ScreenCloth F720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen S Ina Machlne/Hand714FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material as asmucr oREV plying n3plyug,Jith&6®e F>odh K 76 ommerling 4SG TPS Spacer System amlanB «to Aaocp-2 I "1 14••04- 77 Quanex Super Spacer nXr with Hot Melt Butyl See this By Imrkm Dntc 'LD2t7 Sheet far ' 'f�`;;, RevLed By.- Data: Redelon: 78 Quanex Duraseat Spacer Materiels `\: :}.'`.�.".`";.>.,;''. JR 05/05/16 A)ADDED SPACERS. By 79 Cardinal EdgeSpacer ;,r.;,•. . N,ami nde pmdute" '•. Revised W. Dote: RevWlon: REFERENCE TEST REPORTS:FTL-8717.8968&8970 Dexdptfon: Drawn W. Ct "" BILL OF MATERIAL(BOM) J ROSOWSKI �{Ld16 ,� i� -.' 1070 TECHNOLOGY DRIVE TRI.: Data: NOTES: I,„i, •.f' ` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 � �'• ........ � .. •'i;`'�:':, (941)-4BO-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMA EXTRUDER CODE, ' SeReeS H- Saab: stt1 1 DMDrawing No. Rar. 'AfLYN MI tERi h.E. 2)ITEMS#9-13,15.24,28,29,34.39.61,62,&68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P :d 70.5 CERT. OF AUTH. #29298 S H-5400 NTS 11 OF 12 M D-SH5400-01 A OPT.SWEEP LOCK O 46 46 OPT.AUTO LOCK 18 47 20 57 OR 58 48 65 O 51 OR 52 1 0 5I 45 5 O I OPT.PULL RAIL I 22 82 OR 84 19 INTERLOCK& COVER 58 I O s - - - _ - •o O I �� - I � �- - -OPT. .. 88 35 _ �. \ 1 MITERED FRAME WITH 21 BEVELEDINTERLOCK `'.,•INTERIOR AND EXTERIOR 18 p - BCOVER FRAME WELDS O 18 73 X4 53 80 OR@ 14 �' SOBAV'N�� -- t� �, \` SCREEN A•�tPEs 49 80 OPT.PULL HANDLE ASSEMB&, . jLY -- 64 WITH LATCH _ DETAILS CONSTANT FORCE I� ��;•,` I, p /Z°JJ 18 82 OR 83 41 40 BALANCE dfr OR - / OPT.PULL 40 R 43 42 43 SPIRAL BALANCE HANDLE "- � 63 87 1 18 Jp MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ss —` 36 DETAILS EXTERIOR 53 - -- AC 5 �--- HES 7O �L PRODUCT plying With the FMllda ,, � as m ,•` .... -__-._,,.-_BALANCE 53 -' � --•,\ - -- m Amoco TJo- ---.___—___-__•- A_- _-••._ EE: moon Date r � FRAME RaWsed Br: Dafe: Revlelon: ASSEMBLY \`\, •� •• hllami o<Te Pruduct'Contibl DETAILS '\„ ` '14' Rmised Hy: Date: Revkfon: '. Des*uon: Drown By: EXTERIOR �.,• i 6 1 N��6-- , ,;;. EXPLODED ASSEMBLY J ROSOWSKI NOTES: ..,� •. {....I ..f i )� 1070 TECHNOLOGY DRIVE Atla: Oat¢ 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. .i`;..'., i i��,.;,;: ;.•.�, N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS S 1 8 5,OTHER FRAME TYPES APPLY. '�i ,,I""" '-: (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. /'ALY,NN IIL4ER)b.E. SeNos/MH- Scale: Sheol: Drawing No. Rev., 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P1!91;8705 CERT, OF AUTH. #29296 SH-54 NTS 12 OF 12 MD-SH5400-01 A