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Product Approval (2)
MIAMI-DADE MIAMI-DADE COUNTY o 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) miam adt.gov/economy PGT Industries,Inc. 1070 Technology Drive 0 C T 1 2019 North Venice,FL 34275 SCOPE: 9T. kuV119,Q—'0tyf OQrtl�iitfifl9 This NOA is being issued under the applicable rules and regu tions 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(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"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.,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: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 rttar7tn,4oe eotNNn Expiration Date: July 30,2020 r '20// 7 D t J Approval Date: November 30,2017 j/ / Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(co=quED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNTEWED) 1. Notice of Acceptance No. I6-1117.01 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 "SentryGlas®(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 09/15/16,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 5th Edition(2014)and FBC 61 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 icing on 07/30/20. Ma6rrPereA P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. 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. 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"I 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. (Submitted under previous NOA No. -16-0714.03) 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 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.,Test-Report 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 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 51' Edition (2014),dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 9.05 Mdnuel1Kere4P.E. Product Controf\Exa Ainer NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 OPT.SWEEP LOCK } p 46 48 OPT.AUTO LOCK 4 20 7 67 OR 58 48 85 i p 51 OR 52 O i 45 OPT.PULL RAIL t 22 ! 82 ORO 19 INTERLOCK 8 -o p COVER ii 56 I p 87 86 35 OPT. 1 ``••• �' I BEVELED MITERED FRAME WITH i6 21 INTERLOCK I INTERIOR AND EXTERIORI 'o p 6 COVER FRAME WELDS 18 E \, 54 —@X4 i 18 72 X4 53 i•� NSCREEN 81 ` 14 ap��° �' �PCH -49 ' 60 OPT.PULL HANDLE O 64 WITH LATCH /'�� DETAILS 41 40 CONSTANT FORCE :ti` � �L J 18 OOR 83 OR BALANCE \\ dY/ OPT.PULL 40 ORO 42 43 SPIRAL BALANCE HANDLE d 63 67 1 16 kMITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 - 36 DETAILS �'••. �GEXTERIOR =DUCTREVISED 5 \,• - HES 7O 53 i z9 complying ndttt the Florida 1, ._ - _�' . Building Code •__ _ Acceplancerlo►T-D U,C) FRAME \,. •� YtLY Expimtionmte ¢C ASSEMBLY ®. \1 �.��Y,ON.....NN / By \, : 1,lCElq •.,(( Mlani vT'radect Co DETAILS ' F; •`\\ •�'• * No,58705 D—f IXTERIOR •�f7 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: 0••• ST OF �Z.•'W N.VENIMFL34275 \ F � Tina: Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ���S+S;••��RIDP,.•:G��� (941}a80.18� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN.PARTS#185.OTHER FRAME TYPES APPLY. �7�I�ONAL EN��� PCoFygstRlFsom? 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7. 111 t 1111 ML WatDsf✓FSFRVED Shea/Abdel: Srnte: Sbaet: Drawlnq No. Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A LYNN�'ti.i i.P.E. SH-5500 NTS 13 OF 13 M D-S H5500-01 B P.E#68705 CERT.OF AUTH.#29298 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,contSILICONE STRUCTURAL 1/4"NOM. FOAM 3/16'NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620 Ot S ngle Hung Frame Head&Jambs- ne PVC 7 0197 Auto Lock Mechanism C Stee WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lack Cast Zinc ,GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720185&6 Auto Lock Cover Assembly Cast Znc 4 6201D4 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76XI18OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast anc 6 620106 SH/DH Frame SIII-Flange PVC 50 776X34PPA #6 x 314°PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame SIII-Fin PVC 1 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rall Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rall PVC 53 7634PHFL #6 x 3+4"Ph.FH SDS(Comer Key Screw) SS. 7s 4SG TPS "L:j SPACER'w NXT'm 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/ScrewCover PVC 56 720207 1"Tiit Latch Spring Ss ALUMINUM 19 620156 Pull Rail Irdedock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO• DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 5/18'NOM. 21 620157 Beveled Interlock 6005 T5 At 59 420180 Plvet Bar Comer Key PVC 5116"NOM. SEAL 22 620145 Beveled Interiock Cover PVC 60 720206 Piwt Bar SS BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED g FOAM STAINLESS ST 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Lnc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4'Ph.FH SDS(Pull Handle Screw) SS �T•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc E7(1.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 978588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherslnp,.190'x.300"Foam Bulb Flex PVC 72 720135 Lam[I.G.Bead PVC 32 61719 Weathemtrip,.187°x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone Imo'GLASS INT.GLASS 33 61825 iWeatherstrip Plug,.220'Finseal 75 71646N Setting Block(718"x 1"x 1/8"),85+/-5 duro. EPDM DURASEALD XL EDGE Tm 35 7SXIMTTT #S x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum SPACER SPACER 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 91 61011 Roll-Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 63 47042 Screen Comer Key with Pull Ring X 2 PVC 40 72035500( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) Ss 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 .Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140'Screen Spline(Machine/Hand Rolled) Virryl 44 78X114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw 410 SS Part# Description Material PRODUCTREVISIED es—Plyft with it.Fkvkia 76 Kommeriing 4SG TPS Spacer System A- Cd' epL�cfco No 11-D630.<:5 77 Quanex Super Spacer nXrwith Hot Melt Butyl Sh eet ethic ��� QNYILYNN ',�� irerinnnae 78 Quanex Duraseal Spacer Materials 'vCENsF''.Q nYam/ aae Pmdact 79 Cardinal XL Edge Spacer ' REFERENCE TEST REPORTS:FrL-8717,8968&8970 *; No.58705 Or—n W. 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI 0 STATE OF 9Z N.VENICE,FL 34275 oata '�c�sv''•c�ORIDP,.•'�� (941)4001800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: �''�S70NAL gNGv`� covrtyanomn 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTO.,TO BE LABELED FOR AAMA ExTRUDER CODE. r///121111\\1w fie' ' Sarl�e/Yodd: Scale: Sheet: Olarfn9 No. R.r. 8705 5 2)ITEMS#9.13,15,24,28,29,34,39,61,62.68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A.LYNN P.E. 3H-55O0 NTS 12 OF 13 M D-SH5500-01 B P.EJI 56705 CERT.OFAUTH.k29298 3.500" 3.500" 3.500' 3.500• -�-I�- .062" -yl-�- .062' -►I�- .062' --�I•�- .062' as 1.483' I 1.483' as 1.483° a 1.4183" .070' �I .060° 1 F�� 1.184Ir + o(�� � �� �L L .715' J�.810' .150" 1.185, .625' 1 375 O HEAD�AMB FRAME 625' O FLANGE FRAME E 1 375• 3 FIN FRAME 4 HEADI EQUALLEGFRAME LIGHT SASH T, HD SASH O HEADlJAMB O HEAD/JAMB 23 REINFORCEMENT O REINFORCEMENT 3.483' 3.483° -rl 3.483° '{ .070' -►{T T 1.182' .070' 3.483' �I .e6z �I► asz O� 082 .osr .791' 1 1.036' 1.041 UL 141 -L •{�- 130• 2.444" 2.444' 2.444' D 1.331• 1.340' �- a �O a^� � STANDARD 27 RHD MEETING EINFORCEMEANT MEETINO RAIL�O�❑ O�❑ l� REINFORCEMENT u d -'"l qFrl O(�0 �JJ ' O J-CHANNEL O FLANGE 1,376^ O FIN FRAME O EQUAL LEG 1.375° FRAME SILL FRAME SILL SILL FRAME SILL 4 1.672' �{ � 1.841° T -�{ 1.215' 1.630° I 2.100' 1.472' 1.665' .974" 1.376° 59i"" 2.178' •471' .347" .065" .065" 1.375' o a .035" .355• .07'" .050' 'II�11 ?'�77�((LL��1�580° .060' 1231' 1.000 ,060 .070' J --I I-- --I I-- _ 14 BEVELED FI EDDING RAIL 18 SASHRAIL 17 BALANCE 1s SCREW C0ASH 0 19 INTERLOCK 20 INTERLOCK COVER LlFr RAIL LIFT RAIL 21 LATER LOC INTERLOCK zz NTERLOCK COVER PRODUCT REVISED w complying with the Fimi" 8oildi gCode `11111 n n u7rr Ac..pL-No/7•d Q5 ' I Revi bin' Ekpl°atioo Data .318" -►{ try- .300' :�'�?'•l.10ENs j IA V ,l .684" I ,1. F•'••'t[` �j- .175" ••� i hitami .764° .750' *: ��AATE Na,58705 _ .035' -�{y�J�-- .025° ----F- V ZZ -"*^ ® Descrlpllon: M°w^Ry. LAMI 10 EXTRUDEDROLLS O FI 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O72 80 B1 <!/ N.VENICE,FL 34275 BEADING OSCREEN FRAME SCREEN FRAME �i(`s'•,;o(OR10A•,••G�C�; (841}480-1800 nae: oo1e: �.,s/ONAL SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ltt 1111111/t1 POTrol9TMAleE&�ING AtLlaat�ItEs�vEO RAae/Model: Scab: SAaet: Drawing No. Rov: A.LYNN MILLER,P.E. 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Equd46! 20.517.2'3.515 70.0•104. •100-110.0 70.0•110.0 70.0 410.0•70.0-1100 •70.0-IIMD 70.0-10.0 .70.0-lima 27 e 6fadvnl Plo4ew 17.577-10.510 •70.01-110-01+700-110.0+100•1160+100-1100 SbdaN Prwlew 17.517-20.518 •700-110.0 •71D-1160 •70.0 AIMO 70.0-1114..70.0-110.0 •100-110.0 •7mO-110.0 700-10.0 Cmbm St. 14.511-IT.Si6 +70.0-110.0 •70.0•110.0+700•110.0 •110.0•110.0 Cullom Sae 1.517.17516 .70.0-110.0 •700•100 •10.0•110.0 70.0-110.0•100-110.0•70.0-110.0 70.0-110.0 •70.0-110.0 �EXIEIiIOfi &MW 11.&77.14.516 .70.0 410.0 +70.0•110.0•70.0•107.0.100 4 .0 sdaed 11.377-1d518 •70.0-1f0.D•7D.D-110.0 +100-10, •70.0-1100+70.0•110.0 70.0-10.0 •70.0-107.0 •7D.0-103.0 JJ��//LL 0 O Teat 31.83.35.911 .700 4104 •70.0 480 700 •930 •100 -55.0 Tdl®t 31.83-35.911 70.0-110.0 •7mD-110.0 •70.0-110.0 •70.0-110.0 70.0-1104. •Imo -09.0 •70.0 -on •70.0 -00.0 &ardad Coope 26617.31.632 +70.0 410.0 .70.0•110,0+70.0-110.0 •70.0•110.0 Stada.Coa.Oe 26.517-31.502 •70D 410.0 •10.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-710.0 •100•110.0•70.0-110.0 +70.0-110.0 JAMB 25 Equd41ta 20.517.20.510 +MD•110,0 •100•110.0 70.0•170.0 •mo-Ino Ep wn. 20.517.20510 1700•710.0 •100-110.0 70.0•110.0 70.0•110.0 •70.0•110.0 700 410.0•70.0-110.0 •70.0-110.0 48 Sbndrd Pm 17.517-20.516 -TOA 410D •70.0-110.0 +70.0-11&0 -MO•110.0 a8 &adadFt 17.617-20516 •70.0•110.0•70.0-10.0•70.1-110.0 +70A•10.0 70.0.110.0 •70.0.110.0 •70.0-110.0 •70.0•1100 P1(TFHIOR SASH Cob.etre 11617.17.51a •70.0•110.0 +70.0 lima .70.0-1160 +100-1100 Ceeoms" 14.51.17.515 70.0-710.0 +100-11&0•ro-0-11MO •70.0-119-0 •70.0•110.0 •70.0-110.0 .70.0-1160 •70.0-1104. (� HEIGHT Cub.etre 72517.1.518 .70.0•110.0 .70.0•110.0•70.0•110.0 +100 410.0 MM.rnstl. 12.517.14518 •70.0-110.0 .70.0-110.01+70,01-10.0 +70.0-110.0•7&0-110.0 •100 AIDA .70.0-110.0 •70.0-110.0 SECTION DETAIL FOR 6bded 11.377-12s1a +70.0•104. 70.0-110.01410.0-10.0 -;7 -010.0 ?� Shaed 1.377-12519 +7010-lima •700-110.0 -MO 410.0 70.0-11LO •70.0-110.0 •100-10.0 70.0-10.0 •70.0-10.0 rdled 71208.37.695 •704 011.0 •70.0 4910 .mo 43,0 .mo 4010 a 700801 33.206-37538 •ro.o-1110 .70.0.110.01-70.0 410.0.70.0-110.0 •mo-110.0 •ro.0 -0&o •mo -01D .70.0 -00.0 WINDOWS WITH O Se wd c.taoe 20.517.33.2& 470.0 4111.0 +70.0 410.0•100 410.0 770.0•1 MGG 61dab Casape 26.577-33207 •70.0-110.0 .70.0-110.0 •rax 410.0 •Tao•110.0 •70.0-110.0 •7ao 410.0 700-10.0 •100-110.0 LEVEL R3 REINFORCEMENT 25 Equd4te 20617.24518 +70.0•1100 •7ao-110.0 .70.0-lima.100-lima EWtl01e 21517-26.510 •7ao-110.0 •70.0-110.0•70.0-10.0.70.0-110.0 .710•110.10 •710•110.0 70.0-10.0 70.0-110.0 &GLASS TYPES 9-16 Cobra Gtr. 20.517.23.610 +70.0•1704. •70.0-110.0 +700-710.0 +100-110.0 a Cuda.ee. 20.517.23.416 •70.0-110.0 700-110.0 •70.0•110.0 70.0 410.0 .70.0•110.0 .70.0-110.0 •'70.0-10.0 70.0•1100 O I� 4p B75 18.829 $ILL (113,1 su-dad RabW n5v-20.018 7704.-7104. .70.0•110.0+700•110.0 +100-Imo Stella.Pro,1.W !7.577-2&51& •mo 410.0 70.0-110.0 110.0-10.0 170.0-n&o 170.0 x15.0 7010-710.0 •10.0-110.0 170.0•10.0 (REINFORCEMENTS SHOWN Ca str. 1,.617.17.618 arm-104.70.0.110.0.70.0•110.0 •100 41OLD ; cust-80.. x617-17516 +70.0 410.0 •70.0 410.0 1101-110.0 •70.0-110A •70.0-1104. 700-110.0 •70.0-110.0 .70.0-110.D IN FIGURES ABOVE APPLY C.-&L. 12517.14518 -70,01-110.0 +70.0-71110+70.0'110-01+TOD 4140 Custom9m6 12.517-14.516 •100-110.0 700-10.0•100-10.0 •70.0•1110 •70.0•110.0 170.0-1110 1700•11110 7mD•110.0 TO ALL CONFIGURATIONS) IL11I Slvted 11.377.12519 .70.0-IIDA 70.0-110.0 711.0-100 +70.0•10.0 9hodel 11.377-12518 •70.0•110.0 70A•10.0•100•110.0 •70.0-110.0 .70.0-1100 •70.0-110.0 •70.0.110.0 •70.0-10.0 T.P.M 30517.41.674 .70.0 410.0 +70.0•110.0 +70.0•10.0 +70.0 110.0 WWI 38.517-41,41" •70.0 AIDA .70.0-10.0 70.0•10.0 .7aa.110.0•70.0.1100•70.0-110.0 +70.0 410.0 •70.0-105.7 std"Cotlape 31.517.36.518 •70.0 410.0 +7D.0-010.0•704-110.0 +100•110.0 Sl lard 9F.O. 31.517.3&616 7m•10.0 •7aa-1104.•70.0-10.0 •7&0•"me 70.0.110.0•70.0-10.0 +70.0-108.5 •70.0-703.0 Egw141a 25.577-31.ala +704.110.0 +70.0 410.0 .7ao-110.0 +704.-110.0 Equ M. 28.517-31318 •70.0-110.70.0-170.0 •100.10.0 •100-10.0•70.0-110.0 70.0-110.0•70.0-107.9.701-1024 Beaded PmSow 23517-78.510 +70.0-110.0 •70.11.10.0 +70.0-10.0 .70.0.110.0 St.dero PW- 21517-26518 70.0•11&0 70.0•110.0 170.0 Alms +70.0-1100 •m0-10.0 70.0-110.0.70.0•10.0 •70.0-105.2 62 Cobm size "517-21510 •ro.0 -10.1 •ro.0-11100 70.0-110.0 +100 41M3 62 Cudom9u. 2&577-23516 7ao•10.0 70.0•IlCO 71.0 410.0 .70.0-10.0 70.0-110.0 70.0-1100 •100.110.0 •70.0-107.0 Cob.Mw 17.617-4..616 .70.0 410.0 +70.0•I imo 1+70.0-110.0 +70.0•110.0 Cullom Bu. 17.517.20516 7D.0-710.0 •70.0•110-0 70.0.110.0 70.0-110.0 70.0-110.0 7D.0 4110 •70.0-110.0 70.0-109.0 Cokkn Sim 1&517-17570 .?MO-110.0.70.0•110.0.0-lima +70A-110.0 Cude.SW 1.517.17516 •70.0•110.0 •70.1•110.0 70.0-110.0 •70.0 406.0 Nm0•7026 70.0-100.5 •70.0•100.6 70.0-700.& W.1an Etre 13,017.14.Sta 41am 41" .70.0•110.0 70.0•110.0 *MO•110.0 LLdoms" 13.017.14518 70.0•110.0 •70.0-110.0•70.0•106.2 •70.0 400.7•70.0 47.1 704. 44.4 •70.6 44.4 •70,0 44.6 StOdeal 11.864.13.010 .70.0•110.0 •70.0-110.0 +100-110.0-?Do•1100 smdset 11.554.11015 •704•110.0 •70.0•110.0•70.0•1026 •70.0 47.0 •100 -013 •70.0 40.1 .70.0 -00.0 •70.0 40.0 Well 38517.41.874 +70.0•110.0 •70.0 41mO 70.0•1100•70.0 •1160 T.II.d 38517-41.8" •70.0-110.0 •70.0-lima .70.0-770.0 70.0•110.0 •70.0-110.0 •70.0-10.0 70.0•131.6 70.0 -03.0 Cobra Btre 30.517.10.616 +70.0,410.0 70.0•110.0 70.0 410.0 70.0 410.0 Custom Sue 38617-38.615 700•110.0 •700 Alma 70.0-710.0 •70.0-110.0 •70.0-11DA •70.0-1700 •70.0-101.7 70.0 -08.3 Equelab 30&7-36.516 •70.0 410.0 470.0.110.01+70.0•170.0+100 1100 EOual-0le 3&517-38515 70.0-170.0 •70.0•110.0 •70.0-1100 70.0•110.0 •10.0 4100 70.0-110.0 +70.0•10"•70.0 45.0 75 Dolan Sue 32.617.55.570 7700-170.0.70.0•110.0 +70.0-lima.100-71&0 75 Wdamsna 32.517-35.516 •700•110.0 70.0 410.0 •7ao 410.0 70.0-110.D •70.0-170.0•70.0•11&0 70.0-700.7 70.0 453 andard PrMnv 28.517.32575 +70.0•110.0 +70.0•110.0+70.0•1110 +100•1100 &SdaNFwA8W 29.517-32515 70.0•110.0 •780-110.0 •70.0-10.0 7&0 410.0 •70.0•110.0•7010•108.9 •70.0-101.8 •70.0 -061 W-bm she 29517.20.615 +704.•110.0 +70.0-110.0 70.0•lima +100 410.0 Cldam Btre 20.617.29.516 •70.0-110.0 70.0-110.0 •70.0-11.8 .70.0-1024 • . 49.8 +70.0 48.4 •70.0 -00.4 •70.0 -00.4 6101881 2&616.78.678 7704.•770.0 +70.0-11MO+70.0•110.0 .70.D 410.0 ShoM.1 29.610-28.518 •70.0•110.0 •70.0•110.0 4.0.0-100.8 •70.0 49.1 .7010 -05.1 •70.0 -024 70.0 42.0 •71.0 -024 E=we 66517.41.844 -Mo•110.0 770.0-110.0 70.0-110.0 .70.0-1100 EquaH4. 39.517.478" •70.0-110.0 •70.0-110.0•10.0-110.0 70.0.110.0 700•110.0•70.0•108.9.70.0 -0817 •70.0 -01.1 f GLASS TYPES 9 THROUGH M Cmtom sue 66517.30.51 7ro.0•1104 •70.0-1100+70.0•11010 770.0•710.0 84 ct=m&te 39.617.38516 •70.0•110.0 •7ao-110.0 •100•107.9 •70A•1024 •70.0 40.9 •70.1 4a.a •70.10 -064 •710.0 18 MAY NOT BE USED WITH 9Wdattl Plouew 61876.09.610 .100-110.0 .70.0-110.0.70.0-110.0 +ma•1140 9lvdar0PmloW 31818-35518 •Imo-710.0 1700-1100 •7ao-1026 •70.0 47.0 170.1 43.3 .70.0 40.7 •7ao 40.0 170.0 -00.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED 91.78 T-Oed •'411,0" •roA-1100 170.0-Imo .Tao-110.0 .101•110.0 81.78 7011x1 ••-11.6" 70.0-7100 70.0-10.0 •Tao-7az6 •7ao 47.0 •70.0 -07.3 •70.0 40.7 70.0 -00.0 .70.0 40.0 •FIN FRAMES at Complyblg with the Flotilla SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP ANO QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 8.1diug Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-60.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.135 Aacept wTho •O __ LYNN r,,i�� Rwat9n: E711imt1od Data 1.0,......... . By •'•�IGEHSLc':��(� Munni Sds Pro duct Co.,., ND,58705 NOTES: _ /4 *- ® DaJe+lptkn: D+m'n Bea 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. ( ([/-Z PL VENICE,FL 34276 O it:: 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI (V 778e: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. i��S1S,O�,OR1Op...... \�� (�1 a o�T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7/,7�INAL 11 �l Pt77remwtn)Es,wc. S"Ife"Aa".. 5010« s a„a,p N,, R,,, ONTHETABLE. A. �TIi.II�LER`P.E. AMRKKre17t� SH-5500 NTS 7 OF 13 MD-SH5500-01 B P.E.fd 58705 CERT.OF AUTH•029298 TABLE 6: TABLE 4; AI•rtyp. svn Sash TABLE O: 01er Tp. DesWnPTeasure,Ib e a 17ua,ipbnbptw sunlmgm Design Pre.eure,IWRta 01•r Type• DeswnPreasum,Ibs7R2 5,0,785 R.Int oval Ranacwbd- N1nda B-moh 8,768 tG HOV serve uPt548 52775 +65.01-70.0 +!•50.0 m9 Ew Wta 11.356 .85.0 -750 .55.0 -70.0 R.4K Laval R.1n1.LaNI R7 FatBll windowB cern e4es sleMad Collor 14.517•i8.6m +a10 -70.0 +55.0 .70.0 IL FW all Wridw aW•m0.4r. 29 E@OWt. 11.561.14.516 .55.0 •29.0 +56.0 •70.0 SEE TABLE 9,SHEET 8 FOR slndrd PmA- 11.377.11.5E +910 4413 +610 ane SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TOM 21517•=85 "S.0 -mo 465.0 .70.0 ANCHOR GROUP AND QUANTITY, Standard CMtoa 2258.23.510 -610 •70.0 44.0 -70.0 97.775 E@aNltr 17.617.20.057 485.0 •750 +65.0 •70.0 6W WaPtrp9x 14.517.17118 .BSO .70.0 +65.0 .70.0 Shodeai 11.377-USIO 4810 •290 485.0 -70.0 776.61 27.ae3.31.en +55.0 •moo .es.o -moo Wi=n Me 25817.27.582 485.0 -29.0 .65.0 •700 �II�I sWdrd Colli a 21517.28.510 .es.o .70.0 w5A 60.0 IJ HEADER r Etd®l+B. M517•mbta 48&13 •M0 .bso •MO HEADER Standrd PmAm 17.517-8118 4810 •29.0 w5A •70.0 23 O.t..Su. 14.517•t7.51B ,55.6 -mo .05.0 -29.0 23 sronrl 11.977•uble ,650 -mo +56.0 -7o.a TOWt 31.S53-35211 485.0 •10.0 405.0 -700 0 c MIAN7.517 anna 25517.31.682 4850 •MO +552 •70.0 a 1e 20.617.26510 w5O -290 4a6A •700 MEETING RAIL 46 adrw 77.517.20.516 4850 •mo +66.0 -750 MEETINGRAIL 4. 14.317-17.610 .650 .700 +BSA •29.025 B t 1x517.14518 4810 •290. 485.0 -Tao '27E7RERIOR t 11.371.12618 +BSa -29.0 +852 -70.0E%i .R P 30.206-37338 4810 •MO +®A •750 II . 2561T-M= 4810 •290 +65.0 •70.0 21517-21,515 -MO •70.0 W.O •70.0 23 JAMB 23 49@6 s4. 2asn-m.518 -65.0 -290 +te.a 40.0 JAMB slaMad PWd 17.517.20.518 4810 -290 4010 -29.0 FXRER*R SASH MaI64• 04517.17515 .550 -760 +55.0 .70.0 J�ER101i SASH HEIGHT 0&2929 s4• 1x517.14115 .azo •290 "LO -ray a HEIGHT SMdeat 11.377.12113 4810 -RD I-MA •70.0 Tdw 3561T•M:44 485.0 -29.0 +BSA •70.0 tr stlud Collor 31.517.35515 M -71" .BSA •70,0 O 23 O Eqa A. 25517.31148 1a 10 •7D.0 .552 4010 23 Shtd•d pw- 215174IL51a +65.0 -760 +85240.0 SILL 0 m Cam s4• man-21518 4010 -m.a w5.o -70.0 SILL D I(nI�III Hamm S4• 11.617.20.518 +65.0 •290 465A 40.0 �LJ Crlams4. 14.017.17.518 4610 - 485.0 451 Qbm 0 ll�� LLLIII aS4r M017-14518017.14b10 4810 -MO 485.0 A7.J Q snalrl 11.804.16210 +610 •290 +85.0 E55 W1,11 92.517.412 4810 •29.0 485.0 •70.0 MON.s4e 98.517.38.518 465.0 -29.0 -65.13 •70.0 Eq. 35517.30.510 4810 •29.0 485.0 •70.0 75 001am84r &617.55610 4650 •290 +WV -760 SECTION DETAIL FOR WINDOWS WITH aandadRWm 29.517•&610 410 .70.0 +65.0 -765 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Ma-s4• 29.517.29.615 4810 -29.0 .86.0 at.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 anvlrt 21516.29516 4810 -290 484.0 .553 REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE Al. 35517.41.564 4810 -mo +ee.o M1.0APPLY TO ALL FRAME TYPES& 56 Eq.1Maes„s4. 3&617.36316 +810 •290 + D ala APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) CONFIGURATIONS) atadrd vrdal 3&295.1&615 4816 -mo .610 aaa PRODUCT REVISED 91.78 TaWl -.41h" +55.0 -70.0 .55.0 410.3 m-,flying wild Ou FlofidF SEE TABLE 10,SHEET 9 FOR ANC OUIFAND QUANTITY. Building Code / "MIN.SASH HEIGHT=WIND ,b O3N7 50.136 Aclwpmnoe 77761 Ev-SW DateGEN !✓!� ��: ..��� 356291 adeProduet No.58705 *� NOTES: 'w, DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �0 '.• ST TE : lV N VENICE,FL 1070 TECHNOLOGY OGY _ 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '/ S701VAL (941H80 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN / Ill I 1 1111111 ` Parlswu me.e4C. Selle9/YBde. S=1w SIt41.t: Omrfng No. Rev: ON THE TABLE. A.LYNN MILLER P.E. �� � P,Eo 68705 CERT.OF AUTH.CM98 SH-5500 NTS 6 OF 13 MD-SH5500-01 B --�{ 718'NO7/B"NOM. �- 7/8"NOM. 718'NOM. 7/8"NOM. 5116"A/A PVB 5/16"A/A PVB I 5/16"AIA PVB 5/16"A/A PVB 5/16"HIH 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 3116"A GLASS--\ 3116"T GLASS--\ 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 7&70 78.79 78.79 76-78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -�{ 718'NOM. �+- " -�{ 7/8'NOM. 7/8"N 718'NOM. 7/8'NO �+- 5/16"H/H SG I I 5/16"H/H SG I 5/16"H/H SG I 7/16"AIA SG I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIRSPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"_T GLASS 3/16"A GLASS 3116"T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7g•7g 78-79 76-78 78-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -+{ 718"NOM. 7/8"NOM. 7116"A/A SG I 7/16"AIA SG-I W NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE--\ 1/4"AIR SPACE 779 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7,9,11,13 78.78 78.79 &15 MAY NOT BE USED IN . EXTERIOR 75 THE HVH2 ABOVE 30'. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 ra camplyingwlhttm PlarM� a Build-mg Code� 38 30 /1111111/ 0LYNAI '�., Revl.fon •t,ICENSF ��i��i bl 1 ade Product No.58705 `•`(�� • GLAZING NOTES: -*:• "A'-ANNEALED =•'p = Oeacr/pffen: Urorn ey. TYP.GLAZING DETAIL H =HEATSTRENCTHENED ��cljL I :'�� 1070 TECHNOLOGY GLAZING DETAILS J ROSOWSKI 'PV8�09D'TROSIFOL®PVB BY KORARAY AMERICA,INC. �MPERED �T•••. �7 OF (4�\ N.VENICE,FL 34276 77tle: Det.: 'SG'=.090'SENTRYGLAS0SY KURARAY AMERICA,INC. %FS••'•��RIDT;..•'•��, (941}490.1500 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. I�NG /ParILL nt I Im o serlm/ModaL scale: snot: Orvring No. Rar. a LYNN MILLER,PE. SH-5500 NTS 5 OF 13 MD-SH5500-01 B RE968705 CERT.OF AITTH.#29296 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATIONOPTION5 EMBEDMENT WOOD NOTE 2,TFRAME ISSHETRIP.SEE M02SEENOTFRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114"MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH – FRAME 1 DISTANCE PER SUBSTRATE. (U-1 SHOWN 1 SEE TABLE 2,SHEET 2. n—_ c (SCREW SHOWN) 44 BALANCE EMBEDMENT u(�=� TYPE VARIES 114'MAX SHIM 42 WITH SASH o GE Foa, i DITANCE EMBEDMENT AND TYP.ANCHOR TYPE, DISTANCE CE ❑� WEIGHT 54 30 31 llffi� O I I SEE TABLE 3,SHEET 2. n n I,J 18 (NAIL SHOWN) � EXTERIOR 87 ANCHOR TYPE, fl INTEGRAL EMBEDMENT EDMENT AND EDGE 1D FIXED VISIBLE V FIN DISTANCE PER SUBSTRATE, 19 FIXED 20 OPT.SASH TOP FRAME SEE TABLE 3,SHEET 2. LIGHT WIDTH J-CHANNEL VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT NOTES: SHOWN HEIGHT FOR ALL WINDOWS: I 1 ANCHOR @13.55" BUCK WIDTH 49 48 FROM CErR END AND AT SU USE BSTRATE APPROPRIATE HORIZONTAL SECTION C-C O 21 CENTER. , i 22 FOR WINDOWS ANCHORS LISTED ON TABLES 283 72OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION,FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2 8 3,SHEET 2. 45 46 47 SCREWS @16-318' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR STEEL (� 1/4 MAY. HEIGHT 50 c O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING I SHIM SCREWS Qat 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 T_ FROM END. SHEET.2.ALL WOOD BUCKS LESS ❑ TABLES 2 8 3, ❑� 30 THAN 1-12•THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS yy OR BOTLATCH SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 1_ 18 LO BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Qt--�— Q 2 65 (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 TESTED UNIT TO PROPERLY TRANSFER LOADS Q FIN AND/OR a INTERIOR 31 LOCATION:8518' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED j FROM SASH END. IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHESAT 80 n RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o EACH END. (VIII NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED 114'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL a complyingwith the Fimida INTEGRAL FIN BEADING TO BEADING. I ) Building Code FRAME SHOWN � SHIM 111111 I I11//t INTEGRAL FIN INTO METAL INTEGRAL FIN/FLANGE REMOVED AceeplMw No t7 ,� �Dte _�.�/'-, Revision:27X 1.2S WEEPHOLE `� '�•,•"' CEN$F•;�Z � ByWICOVER @ 2.8T % Adim 38 FROM EACH END. VISIBLE LIGHT FORMULAS =* NO.58705 TYP.ANCHORTYPE, _ EMBEDMENT AND EDGE EDGE DISTANCE WIDTH – DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6.12" _ OasafPDon: SEE TABLE 3,SHEET 2. w1 EMBEDMENT FIXED LITE:BUCK WIDTH-4.918• ��-. sTA.�O � ••� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) '� ,e �%/ N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i��� 'OORIOP,,••G��`� (841}480.1800 Rte' Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3.15/16' '�.. N......AL SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN //I l i t l l I I%%" j=9T INT02XWOOD FRAME ORBUCK- IULfUOl1181�8FRVEt1 SerfesSNTcale: SH- A.LYNN MILLER,P.E. SH-5500 Shaet: Droning No. Ron. STRIP.SEE NOTE 2,THIS SHEET. S 4 OF 13 M D-SH5500-01 B P.E.#687(15 CERT.OF RUTH.#28286 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT r-- FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR BUCKSTRIP. -7--- I 16 114'MAX SHIM --�I SEE NOTE 2,THIS SHEET. 0 EMBEDMENT T 18 L GHT WIDTH 17 I EDGE 1 EDGE �7C DISTANCE FLANGE FRAME �1 DISTANCE Il JI SHOWN 44 BALANCE TYPE VARIES TYP.ANCHOR SHIM � MAX TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM EMBEDMENT 2 �a TYP.ANCHORTYPE. EMBEDMENTAND WEIGHT 54 3EDGE I(I�II Q 0 ANDEDGE EMBEDMENT AND EDGE DISTANCE PER I '❑ 31 ar t DISTANCE PER O ^ DISTANCE PER SUBSTRATE, SUBSTRATE, LJ Q �n �-7 EDGE SUBSTRATE, I�JI SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR I ,a� DISTANCE SEE TABLE 2. 18 •��•, (_l\v\ SHEET 2. .q FIXED VISIBLE - FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH ' EQlBOX UAL VISIBLE LIFT RAIL FRAME I 2 _ LIGHT NOTES: SHOWN r BUCK WIDTH LEGFRAME FOR ALLWINDOWS: HEIGHT 1 ANCHOR@3.55' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT SUBSTRATE APPROPRIATE 21 CENTER 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36°WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 p ADD ADDITIONAL EOGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. 14 45 46 47 SCREWS@35 FR M END.1 E US6-3w INSAED OIN ANY SIDE OF THEON OPTION SHOWN Y FOR WINDOWS WITH WINDOW. 114°MAX, O BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1!4'MAX. BUCK 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-318° USED INTO WOOD AS PERTABLE 2, SMS(G5),SEE 85 FROM END. SHEET 2.ALL W000 BUCKS LESS TABLE 2 30 THAN 1.12'THICK ARE TO BE SHEET2. ' SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS i, 16 DEPICTED AS 2X ARE 1-,2'THICK 86 .JUSE EITHER OR GREATER.1X AND 2X BUCKS 01'T 65 LATCH OR (WHEN USED)SHALL BE DESIGNED u p BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q INTERIOR 81 31 30 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP LOCATION:6-518" DESIGN AND INSTALLATION IS THE FRAM EACH END. FROM SASH END. OR PONS)ARCHITECTFF THE ENGINEER SHOWN ��o SHOWN t�D� NOTCHES AT gp EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fvl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM m eMplying with 9x FbZib 1/4'MAX SHIM BEADING TO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH Butld'm9 Cade EQUAL-LEGlBOX �C_�O�❑� 1111 I1 I FRAME INTO METAL FRAME INTO METAL Acecptceco No FRAME SHOWN l I�.�J 11 11 'm' Date O c Revlahn: 7 NO ANCHORS ' U10EN3F ��!_ Mem Dade Product o, . .27"X 1.25• Yip F WEEPHOLEQUI ED I VISIBLE LIGHT FORMULAS _* Na,5870 WICOVER@ 5 2.8T FROM 39 �•° ''• EQUAL-LEO WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-12' --D' pe'afP6ee: '"T @ FIXED LITE:BUCK WIDTH-4.319' �%" 8T iE OF r 'tVtu�� VENICE,FLZ 1070 aOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) %,(� ':;`;lORIDP,.•' �_,` (941)-4 50-1600 VERTICAL SECTION B-B SUCK HEIGHT2-3.15116• �'�:s`S/ONAI stG N 05/15/15 ��17 SINGLE HUNG WINDOW INSTALLATION-LM /'1111111111AI WIMUSMES,uVC. SeAae/NodeL• 'N' Shoal• plewing No. Rev: A.LYNN MILLER,P.E. RT.OFIAUTH.#92 SH-5500 NTS 'TOF 13 MD-SH5500-01 B P.E.4 58705 'CERT.OF AUTH.X29288 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Conflga Shapes Installation Optionthat may be used Typo Table 0 Sheeto (see Fig B) (esti Table 1) (see Fig A) (sae Fig C) 5 71W Laminated I.O.:1/8'A Exterior Cep+7118•Air Space+5110"Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:118'T Exterior Cap+7116'Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 7 Equal-Ute, SquamJRect, 7 7/8'Laminated I.G.:3/18'A Exterior Cap+31W Air Space+5116'Laminated;(2)Was of 1/8'A Glees with.090"PVB Intedayer 4,6 6 Flange 5-18 OriArch-TopThrough the frame....Into Concrete1CMU-sheet 3,option 2 8 7/8'Laminated I.O.:3178'7 Exterior Cep+3/8'Air Space+6/16'Laminated;(2)Utes of 1/8' Glass with.090°PVB Intedayer 4,6 6 (#2) cotta ew 8 College Radius-Top of the window..:. through 1X Buekstdp Into Concrete/CMU-sheet 3,option 3 9 7/9'Laminated I.O.:1/8'A Exterior Cap+7/16'Alr Space+6/16'Laminated;(2)Utes of 118"H Glass with.090'SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 1D 718'Laminated I.G.:1/8"T Exterior Cap+7116'Air Space+5116'Laminated;(2)LOes of 118'H Glass with.090'SG Intedayer 7 7 ....into 2X Wood Frame/Buckslrip-sheet 3,option 7 Box! EquaWRe, Arch-/Rect.,Through the frame ...,Into Conerete1CMU-sheet 3,option 2 11 7!8°Laminated I.G.:3118'A Exlarior Cep+318'Alr Space+6116'Laminated;(2)Utes of 7!8°H Glasswith.090'BG Intedayer 7 7 9 PO Equal-Leg 5-18 OdeColegew Arch-Topp of the window...... through 1X Buckstd Into Concrete/CMU-sheet 3,option 3 12 7/e'Laminated I.G.:3118'T Exterior Cap+918'Air Space+5118'Laminated;(2)Utes of 1/8'H Glass with.09D'SG Intedayer 7 7 (tl4) 8 Cottage Radius Top 9 P � 13 7/9'Laminated I.G.:1/8'A Exterior Cep+5116'Air Space+7/18'Laminated;(2)Utes of 3f11i'A Glow with.ow SG Intedayer 8 I ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8'TExterior Cap+5116'Air Space+7/16'Laminated;(2)Utes of3/16'A Glass with.090°SG Intedayer 8 7 Through the ....Into 2X Wood Freme/Buckstrip-sheet 4,option 5 EquaR.Ite, SquarafRect.,Integral tin...... 15 7/B'Laminated I.G.:3118'A Exterior Cap+1/4'AG Space+7116"Laminated;(2)Utes of 3118•A Glass with.090"SG hdedayer 7 7 J-Channel ....Into Metal-sheet 4,option 7 18 718'Laminated I.G.:3118•T Exterior Cap+1/4'Air Space+7/16'Laminated;(2)Utes of 3118°A Glass with.090'SG Intedayer 7 7 #1) 5-8 Oriel/Prodew AmMTop&8 Cottage Padua-Top Through the frame....Into 2X Wood FramefSucksb p-sheet 4,option 6 of the window...... ....Into Motel-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9,11,13 Through the ....Into 2X Woad FrameBUckstdp-sheet 4,option 5 Min.Ede Min. 815 MAY NOT BE USED IN Equal-Lite, Square/Rect,Integral fin...... Group Anchor Substrate B THE HVHZABOVE30'. Integral Fin ....IntoMetel-sheet 4,option 7 Distance Embecmenr • 5-8 Odevpralew Arch-Top Into 2X WoodFreme/Bucksld sheet 4,option 6 8 Cottage Radius Top Through the Game•••• P- P.T.Southam Plne(SG=0.55) 7/8° 1-318° of the window...... •„•Into Mesal•sheet 4,option 8 #10 SMS Steel,A38• 3/8' 0.050' 'MIN.OF 3 (steel,18-8 S.S. THREADS Steel Stud,A853 Gr.33• 3/8° 0.0451'(18 Ga.) BEYOND THE FIGURE A.FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) °A•=ANNEALED A Alum(num,8003-T5' 3/8• 0.050° METAL •H°=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/18' 1.3/8° SUBSTRATE. / O O 'r=TEMPERED 3/16'steel Ultracon Concrete(min.2.85 ksl) 1' 1.3/8" "UNGROUTED /i/ BY KURARAY AMERICA INC. Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' CMU'VALUES P.T.Southam Pine(SG=0.55) 9116° 1318' MAY BE USED 'SG'-.090'SENTRYGLAS® k12 SMS Steel,A36• 3/8' 0.050° FOR GROUTED J CHANNEL NTEGRAL FIN INTERLAYER BY KURARAY (steel,18-8 S.S. CMU AMERICA INC. Steel mina,853Gr.3-7 33• 318' 0.0451°(18 Ga.) APPLICATIONS. / 2 q B or 410 S.S.) Aluminum,8063-T5` 3/B° 0.083' 1/4•steel Ultrecon P.T.Soulhem Pine(SG-0.55) 1" I-Va, EQUAL-LITE ORIEL COTTAGE e=Ij1/4'steel Crateflex P.T.Southern Pine(SG=0.55) 1• 1.318" FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1° 1.318' —►IBUCK WIDBUCK WIDTH-+—+{BUCK WIDTHI-- FLANGE BOX OR EOUAL-LEG Concrete(min.2.85 ksi) 1' 13/4' — ----- '---' ---' C 1/41 steel Ultrecon Ungrouted CMU,(ASTM 090) 2-117 1-1/4' 114"steel Creteflex Concrete(min.3.35 ksl) -1' 1314' /t /// Material Min.Fy Min.F„ 114'steel Ultracon Concrete(min.2.85 ksi) 2.1/2' 1314' w w w 77 Steel Screw 92 ksi 120 ksi M - x s 18.8 Screw 60 ksi 95 its; 114'steel Cretellex Concrete(min.3.35 ksi) 2-1/2' 13/4' x Y W Y G x m 410 Screw 90 ksl 110 kal D Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4' W � W Concrete min.3.275 ksi 1-1/2° 13/8° m m w m1 x Elco AggraCong 57 ksi 98 ksi 1/4°steel Aggre Gator 1 1 Eke UltElco Cm eF 27 ksi 777 ksi Grouted CMU,(ASTM C-90) 2° 7 410 68 Eleo CreteFlex® 727.4 ksi 1119.7 kel RECTANGULAR RADIUS-TOP ARCH-TOP 806375 Aluminum 16 ksi 22 ksl TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 68 ksi PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 1 33 ksl 45 kai as c Piyinswith the Fl rid. Group Anchor Substrate Min.Edge MIn. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Suilldid;ascode Olatantz Fmbedmenr i r A iom No)�-0°3D.Oj E 2-112"x.131"Common Nag P.T.Southam Pine(SG=.55) 3/6" 2-7/16' \\\ONy SYN rl,,� Revrewn: m n Dsre /dQ'(Q 2-1/2"Ring-shank Rooting Nag P.T.Southern Pine(SG=.55) 318° 2-7/16' �` '��;••OCEN4'-.. ANCHORS RE-GROUPED. M nadePmdu<rcontr P.T.Southern Pine(SG-.55) 1/2' 1-3/e• �',• '••,j1 -JR-06/06/17 1110 Trusehead SMS3/80 * Na.58705 Aluminum,0063-T5• ' .050• (steel,10.8 S.S. Steel Stud,Gr.33' 318" 0.0451'(18 Ga.) _ - ® Deacslp8ur. ��BY: or 4105.5.) O F Steel, 31e° o.oso• (, 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN.OF 3 A �/ N.VENICE,F1.34276 P.T.Southem Pine(SG=.55) 9118" 138' O '•, TE 0 !(/ f/12SMS Aluminum,6063T5• 318' 0.063' BEYOND THE !�� '•• OR1DP• � (941}4801800 neei (steel,18.8 S.S. steel stud,Gr.33' 318" 0.050" METAL E�\• o,Ram,T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �, S G. x410 S,SJ SUBSTRATE. 7!rl�/INA).11 \\\` ParlNal181RF8,RIC. Serfa/,vade6 seals: SMet• tkmrfnO N. Ray. Stec l,A36• are" 0.050" A.LYNNiAEILLER P.E. AU wrr"reo SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.q 58705 CERT.OF AUM!28288 ANCHORAGE EXAMPLE FOR 28.118"MAX.O.C. 21.5/8• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING I IMPACT RATING RADIUS-TOP 54'MAX.BUCK WIDTH MAX.D.C. FOR ARCH-TOP VARIES PER REINFORCEMENT I LARGE&SMALL MISSILE HEADER(SIM. �12* AX.FROM EADER(SIM.FOR ALLLEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL ME SEAM _r„I 30' 12'MAX. / WINDOW TYPES) WINDOW TYPES) SHEET3 '—•1 MAX O C / 52-1/8"MAX.SUCK WIDTH 10'MAX.FROM SEE SHEETS r IAA B,SEE ..J � A SEE�'—' "I 12•MAX. / FRAME SEAM D.SEE 8&9 j1 .—_ +30'MAX.O.C. 1-12'MAX SHEET 3+ FIXED VISIBLE SHEET 4 111��� SHEET3 LIGHT WIDTH I __ B,SEE _�►-30'MAX O.C. 12'MAK C,SEE A SEE .—. I 12'MAX. FIXED SHEET 3 SHEET 3 I SHEET 4� / + EQUALLY I / GM� 17-718, AX.O.C. A.SEE r— — / 12'MAX.1 EQUALLY 17-7/8"MAX.O.C. SPACEDSHEET3 ORS PER HEIGHT EOUALLV B4' SPACED / �_ TABLES 4110 / 17-7/8'MAX.O.C. / ANCHORS PER 81.78' SPACED TABLES 941 / ANCH / MAX ANCHORS PER UC 0 I 0 BUCK TABLES 9-11 O HEIGHT MAX. HEIGHT MAX. �— jim_,n 0'MAX.IO.C. BUCK AS SHOWN X 10"MAX.O.C. HEIGHT x �I 4 10'MAX O.C. X I !� HEIGHT X 4 (91.78' _ -17 1.---- I lJ --- ------- MAX.) / I --/ 3-314'MAX.D.C. EQUALLY 13.314'MAX.O.C. EQUALLY SASH 1 13.3/4"MAX.O.C. EQUALLY L SPACED �_ SPACED VISIBLE I� SPACED SEE ANCHORS PER / All PER / LIGHT ANCHORS PER SHEETS TABLES 9-11 A TABLES 9-11 HEIGHT A I TABLES9-11 �A 8119 O 11 I 1 6-12'MAX 8.12'MAK 2'MAX NOANCHORSATSIL __ NO ANCHORS AT SILL _-J NO,NCHORSATDr--- 1-114" ---'I- B C SEE SILL WEEP- B SASH VISIBLE NOTCH DETALLS, B� 54"MAX BUCK WIDTH NOTCH DETSEE SILL AILS, NOTCH DETAILS. �+ 54"MAX.BUCK WIDTH -►I NOTCH DETAILS, LIGHT WIDTH SHEET3 SHEET SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE 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 ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS 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)MUSTTEMPERED. ELEVATIONS..........................................-.............1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE 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 ANCHORTYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX....3 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&JCHANNEL..4 DEPICTED AS 2X ARE 1-12'THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS...................................'...........5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES.........._...............................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........ 8-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES....._...........................11 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. ASSEMBLY&PARTS LIST... - ............12.13 7)DESIGN PRESSURES: 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. L-AISC36D.10 7 FLORIDA BUILDING CODE(FOC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4 FLORIDA BUILDING CODE(FBC),STH EDITION 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 NOT BEEN -ASTM E130D-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 SI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 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. I 5100.12 mcomplyuigwnth Die Flmda 10)REFERENCES:TEST REPORTS FTL-7964&7966:ELCO ULTRACON NON ELCO CRETEFLEX NON ELCO AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEnJGHTER Btdidi°g Cod° r1 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS BALUMINUM I AL A�septanoa iJo !- 0.0 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \�� Y LYN //// Rev/eion: `° USER INSTRUCTIONS: �CENSF.// UPDATED TO FBC 2017.-JR- F 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ',� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 O 3 ACCORDING TO THE INSTALLATION CONDITIONS. * N0.68705 ' 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® Dnnm By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -0 Oeecrip0on: OPENING OBTAINED INSTEP I. �p. G 7-2 r; ,�z 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR �O,c'., S TE O (V�� N.VENICE,FL 34715 TIBe. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �� (041}460.1600 Date. 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ///�SS� I'NG�� o�T SINGLE HUNGWIN. Sh"t. TALLATION-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, //I7�NAL111� �PJGK et RESERVED Serke/Yodel: Sante: Sheet: prawlnA No. Rer. INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN I�ILt1.ER,P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 B P.E.058705 CERT.OF AUTN.$29298