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HomeMy WebLinkAboutNotice of Commencement (2) M IAM 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) www.miamidade.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(AHI). 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,includ' Q ESCRIPTION: Series "HR-710"Aluminum Horizontal Rolling Window—L.M.I. APPROV - um. onzontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision H dated 03/24/17,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. SILE IMPACT RATING:Large and Small Missile Impact Resista 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#16-0714.13 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. i The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-0411.06 MfAMI•DADE COUNTY Expiration Date: December 21,2021 31GsI Z'i'7 Approval Date: August3l,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die-drawings and sections. (Submitted under IVOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller'Window,Impact", sheets I through I I of 11,dated 02/28/06,with revision H dated 03/24/17,pre,-pared by manufacturer, signed and scaled 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,Duraseale spacer system, Super Spacero NXTTMspacersystem 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 scaled by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.13) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc,,Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted 7- itted under NOA No. 00815.09) 3. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No, FTL-4858, dated 03/08/06, signed and scaled by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M.Plasencia,P.E. PraAct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,201'7 E-1 PGT Industries,Inc. 3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with mark-ed-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and scaled by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FISC-5th Edition (2014) and FBC-611 Edition (2017), dated 03/31/17 and revised on 07/299/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol@ Ultraclear, Clear, and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 6t' Edition (2017), dated 07/28/17, issued by manufacturer, signed and scaled by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section,- dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.13) ,46fge M.Plasencia,P.E.— Pro"d Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 F-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTlNuD) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NO-4 No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859,.issued by Fenestration Testing Laboratory, Inc., dated 03)/08/06, signed and sealed by Edmu-ndo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No.-16-0714.13,issued to POT Industries for their Series - "HR-710' Aluminum Horizontal Rolling Window—L.M.I., approved on 09/01/16 and expiring on 12/21/21. orggre M.Plasencia,P.E. Pet Control Unit Supervisor7 NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 3l,2017 E-3 CA GENERAL NOTES:SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I IMPACTRATING DESIGWI REssURE RATING 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2), LARGE aSMALL MISSILE VARIES PER OPTIONS, A 5116"LAMI CONSISTING OF(2)LITES OF 118-ANNEALED GLASS WITH A.090"PVB INTERLAYER. I IMPACT RESISTANT S.5116"LAMI CONSISTING OF(I)LITE OF 118'ANNEALED GLASS AND(1)LITE OF'Iff HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-PVB INTERLAYER. E.7118"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. F.7/16*LAMI CONSISTING OF(2)LITES OF 3/116"HEAT STRENGTHENED GLASS WITH A.09Q'PVB INTERLAYER. G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,6/16"OR 318"AIR SPACE AND 51`16"LAMI PRODUCT REVISED with the Fl.rld. CONSISTING OF(2)LUES OF 1/8"ANNEALED GLASS WITH A.090-PVB INTERLAYER. n`.== I H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5118"OR 3/8'AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF-1/8"ANNEALED GLASS AND(1)LITE NOA-No. 17-0411.06 OF 118"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expimflon Date 112/2112021 L 13/16*LAMI to:(1)LITE OF 118"OR 3/113"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITE$OF 118"HEAT STRENGTHENED GLASS WITH A,090'PVB INTERLAYER. aY J.13116"LAMI IG:(1)LITE OF 118"OR 311611 ANNEALED(MIN.)GLASS,3116"OR 1!411 AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A.090-PVB INTERLAYEP, K 13116"LAMI IG:(1)LITE OF 1/811 OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1AVAIR SPACE AND 716"LAMI 3124/17:NEW LAYOUT,SHEET CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PV13 INTERLAYER, REORGANIZATION,UPDATED L.13716"LAMI IG:(1)LITE OF I/8"OR3116"ANNEALED(MIN.)GLASS,3116^OR 114"AIR SPACE AND 7116"LAMI ANCHOR QUANTITY PER rBC 201T,C14ANGED ANCHOR TYPES CONSISTING OF(2)LITES OF 3116-HEAT STRENGTHENED CLASS WITH A.090-PVB INTERLAYER. 2.CONFIGURATIONS:OX 0,XOX 3,DESIGN PRESSURES:(SEE TABLES,SHEET 8) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 0 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300, C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. U) 4.ANCHORAGE:THE 331[3!STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 0 5.SHUTTERS ARE NOT REQUIRED, ..3N M - -j C, Lau N 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, z LL C1 W 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4a59 AND FTL-5330. T-6�R U 6 cU is ELCO ULTRACON NONS F oQn—4- ANSI/AF&PA NOS FOR WOOD CONSTRUCTION C. Wo ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). LL 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED l.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 0 TABLE 1: 1)WHERE SUBSTRATE Anchor FrameMin.Edge Min,D.C. Min. CONDITIONS REQUIRE ?"qs Anchor I U) Group Anchor Type Member Substrate Distance Distance Embodmentor ANCHORAGE FROM MORE TRY,steel S Metal Thickness THAN ONE OF THE ANCHOR z ScuthijK—Fine(SG-0.5k) 9110, T/511 1-3/8" GROUPS ABOVE,CHOOSE THE -OMF 0 _A. (min.of 3 thmada beyond All 8063:1`5 Alurninum 31W 9/1811 118" ANCHOR GROUP OF THE 0 E metars-U-Ei rrallj)—_ A38 Steel or Gr.33 Steel Stud 3/8* 9116- 0.045-(18 Ga) LOWEST LETTER FOR ALL g W 'Jamb Hollow Block(ASTM C90) 1-314" 6" 1-1/4' SUBSEQUENT TABLES IN THIS 114*Elco UftraConS All Concrete(min.2-85 k9l) 1 1. 4" APPROVAL. NOA DRAWING MAP j All I Southem Pine($G=0.551 1" 1 1-318" �:-�"410 SS Elco All Southern Fine 55� Nil, SG�0. 1. V FLATHEAD ANCHORS MUST SHEET C 1/4"410 SS Elco Cretsi'lax QDJamb Hottow {ASTMgo GENERAL NOTES- I kv LYNyv 2-1/2' it- 11-4� BE#12 TRIMFIT HEAD. C All I Concrete(ndn,3.35 ksl) 2-1/2' 4 1-3/4" GLAZING DETAILS 2 ELEVATIONS 3 TABLE 2: VERT.SECTIONS.............4 No.68705 Material Min.Fr Mtn.Fe CODES I STANDARDS USED: HORIZ SECTIONS..._....-4 Steel Semw 92 kal 120 kal -2017 FLORIDA BUILDING CODE(FOC).STH EDIT ON CORNER DETAIL..............4 Elco UltreCon 0 155 kei 177 ksi -2014 FLORIDA BUILDING CODE(FRIC),6TH EDMON PARTS .............6 71-08S Ejoa Ctetepex 0 127.4 kel 160.7 ket -ASTM E1300-09 EXTRUSIONS...................6 6083 T6 Aluminum --III—ksI 0—kol :ANSI/AF&PA NDS-21115 FOR WOOD CONSTRUCTION INSTALLATION..................T - ALUMINUM DESIGN MANUAL,ADM-2015 DESIGN PRESSURES 8 70NA1-5,01V, 6083-TS Aluminum -15-k—al AISI SIUD-12 & steel -TO—kal -W—kol ANCHOR QUANTITY., 9-11 '1111141"ll I Gr.33 33 Iwi 45 ksl A.LYNN MILLER.P.E. 0 21 50 21 60 SILICONE STRUCTURAL HOT-MELT BUTYL 63 1/2"NOM. 1/2'NOW 55 SILICONE GLASS BITE GLASS BITE STRUCTURAL 3/16"NOM. ,U POLYISOBUTYLENE <---1/4"NOM. FOAM--\ WITH CESICCA14T WITH DESICCANT 51 60,61,02 51 63,64,65PRODUCT REVISED EXT.GLASS EXT.GLASS ae complying w ith the Florid Building Code 116` HEAT STRENGTHENED G S 3/18'ANNEALED OR HEAT STRENGTHENED GLASS NOA-N.. 17-0411.06 .6176'PVN INTERLAYER 090*FVS iNTERLAYEFt 1/8*ANNEALED OR HEAT STRENGTHENED GLASS 311VANNEALED OR HEAT STRENGTHENED GLASS Expiration Date 12/21/2021 all$'NOM. 7/16'LAMINATED INT. INT.GLASS 1 5116'LAMINATED GLASS 'LAMINATED GLASS KODISPACE SUPER .�r-d-- 95 4SG TPS SPACER'WNXTR" 3124117:NEW SHEET E)(TERIOR INTERIORF > (ALL SECTIONS) v III I ALUMINUM REINFORCEMENT poLlfiso- DESICCANT FILL AREA _W9- so 50 > C,4 21 21 BUTYLEN III; 5116,Nm 0 5f16"NOM. SEAL C, (n REINFORCEMENT NOM' BUTYL* YL*— ROLL-FORMED C9 qN, 1/2"NOM. DESICCANT—.112"NOM, D FO 69 DAM STAINLESS STEEL 0 GLASS BITE 59 GLASS BITE J.CQ z :W t S 0 le w EXT.GLASS-� X LL!EXT. GLASS z 52 52 RE As 66,67,58,69,70,71 Q 0 < W4 7 W 2 �0 F IW ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS NT L1 Z7 .118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS L— LI OW PVB tNTERLAYER 90"PVa INTERLAYER INT.GLASS -INT.GLASS LL 61161 LAMINATED 7/10'LAMINATED 'm 0 SAW OR 316'AIR SPACE 3/10*OR`IWA1R SPACE (9SPACER DURASEAL@ XL EDGE0 1OR3116"ANNEALED OR TEMPERED GLASS 1/01 OR 3/16'ANNEALED OR TEMPERED GLASS ©6 13116*Nam. 716 LAMI IG GLASS W/5116"LAMI LAM]IG GLASS W/7116"LAMI i z BLE 3: 0 rz q!0kSS TYPES: ParDescription Material t# A.5/16*LAMI-(118"A,,.090-PVB,1/8-A) 5118'LAMI-(118"A-090"PVB,1/8"HS) 86 K4mmeding 4SG TPS Spacer System — See this z C.5118-LAM[-(1/6'HS,.OgCr PVB,118-HS) 86 Quanex Super Spacer nXrWth Hot Melt Butyl D.7116"LAMI-(3116-A,.090"PVB,3116-A) Sheet for CE --jiQuanex Duraseal Spacer = E.7/1 8'LAMI-(3118-A,.090"PVB,3116-HS) 87 Materials R 7/116'LAMI-(3/16-HS,.090-PVB,3/10"HS) 88 ICardinal)L Edge Spacer G.13116'LAMI IG-1B"OR 3116-A(MIN.).51116-OR 3/8'SPACE,5116-LAMI-(Iff A,.0901 PVB,1/8-A) REFERENCE TEST REPORTS:F;L-8/1 7,8908&8970 H.13116"LAMI IG-1/8"OR 3116-A(MINJ,5/16-OR 3/8-SPACE,5116-LAM]-(1/8"A,.090'PVB.,1/6'HS) ,"N' LYNN I. 13116"LAMI IG-118"OR 3118"A(MIN.),5/16"OR 3/8"SPACE,5/16-LAM[-(1/8-HS,.090"PVB,118-HS) J.13/16'LAMI IG-1/8"OR 3116"A(MIN.).3/16-OR 114"SPACE,7/16-LAMI-(3/16"A,.09W PVB,3/16"A) K.13/16"LAMI IG-1/8-OR 3/16"A(MIN.),3118-OR 114"SPACE,71I6-LAMI-(3116-A..090-,3116-HS) No.66745 L_ 13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4'SPACE,7/18-LAMI-(.3/16-HS..090",3116-HS) 9 F FOR INSTALLATION IN THE HVHZ ABOVE 30 Me? ,Z. FT,GLASS TYPES G-L SHALL HAVE A . ... TEMPERED I.G.GLASS CAP,BOTH THE DIP AND ...... ANCHOR QUANTrTY REMAIN UNCHANGED. 7j711 NAI to"L� A.LYNN MILLER P.E. "PVB"=KURARAY TROSIFOL!PVB INTERLAYER PA.#58705 V3/81, OLD FIXED 27 3/8" 27 MAX. 4 616"MAX 3/6" DLO MAX.DLO �NT MAX.DLO VENT FIXED D 0 B PRODUCT REVISED as complying with the riorldo Building Code NOA-No*- 17-0411.06 Exptr.ti.9 Date /2021 By MIRMI-70 PMdUet Control 3124117:NO CHANGES THIS SHEET. 52 04 zt 110"MAX.WIDTH I.F.FRAME —85 7/16"MAX,WIDTH I.F.FRAME------- 0 111"MAX,WIDTH FLANGE FRAME 86 7/16"MAX.WIDTH FLANGE FRAME U3 �z . — 0-'t 9 DETAII .......... DETAIL C-XOX(1/3-1/3-1/3) z-0j"I S LEI Z Q AN cc NOTE: Z 4 Wa 1 33 9/16"MAX 33 9116"MAX DLO FIXED DLO VENT 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Ix LU -.j LL 0 0 63"MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL z A FRAME 0 N rD 0: 57 3/8' Be.. CONFIG.ALL 15 a z MAX. MAX. Ox O OLD ALL DLO ALL 43 I.F.FRAME FIXED VENTS 62"MAX. LITES I.F.FRAME 0 x ALL CONFIG. -Y LYN/v CEN No.68705 7� 13 FLANGE FRAME = Djxz C - 73"MAX,WIDTH I.F.FRAME R MAX,WIDTH FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO A.LYNN MILLER,P.E. INTERIOR 37 32 35 39 22 16 2 REVISE 13 PRODUCT Wth th.F21-id. EXTERIOR INTERIOR NOA-N— 17-0411.06 21 Expf-tl--D-f-12121/2021 MAX.VENT DLO MAX.FIXEDMAX.VENT DLO B MAX.WIDTH(FLANGE Miam! manor c—o-tro EXTERIOR 19 SECTION B-B 17 3/24117:NO CHANGES THIS (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) SHEET. -MAX. HEIGHT INTERIOR 37 32 39 0 FLANGE > n Awa 0 sY FRAME MAX, cr) VENT 29 il u a!C) ,I z DLO 16 o z c� Lu Q Q n a s w MAX FIXED oma DLO f E_ U '� '3 �: i Lu : I, 22 MAX FtXEDDCO MAX.VENT DLO 43 0 4 MAX.WIDTH(I.F.FRAME) m"s 21 EXTERIOR SECTION A-A z z(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 0 :5 7w 24 0 ... 22 8 21 41 2 il to kiiRd , I 12 24 8 EXTERIOR INTERIOR L_ NI,tIttliff" 12 21 LYNy ll ........... V 7 JINITERIOR EXTERIOR INTERIOR No.867005 10 �0_ 0 %, S ATE 10 ,;�ONAt_ SECTION C-C HEAD '/I I SILL A."ub Au (VERTICAL SECTION, FLANGE FRAME) ( N, I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) 68705 } TABLE 4: DIEM DWG4W DESCRIPTION MA'I`L PGI# IPEM UDwGff DESCRIPTWN MAIL PGm, 1 4102 A FIANGEFRAMEHFAD 6063-T6 AL 612237 66 6"LAMIIGI/8"A . 318"AIR SPA 5/16'LAMI 1/B"A,.090PVB,1/8"A2 4025 SASH STOP STD. (ANTILLFr 6063-T5AL 612744 676"LAMIIGI/8"A(M1N. 318"AIRSPA 5/16'LAMI 1/8"A.090PV3 U8"11S3 #8X314PH.PANF1EAD 7834AA 686"LAMI1Gi/8"A IN.,318"AIRSPA 5116"LAMI U8"135.090 P ll8"HS4 4053 SASH STOPCOVFRSASHSTOP 6063-T5 AL 696"LAMIIG3/16"A . 5/16'AIRSPACF,5/1G'LAMI L8"&.090PVB,18"A6 4136 FLANGEFRAMESIIL 6063-TEAL 64136 706'LAMIIG3/16'h IN„5/16"AIRSPAG2i5tI6 LAMI 1/8"A,.040PVB,1/8"HS7 4137 SILLADAFFOR 6063-TEAL 64137 71 6'LAMIIG-3/16"A W.1 5/16"AIR SPACE,5/16'LAW 1/8" .090PVB 1/8" PRODUCTREVISED 8 4131 ROId13t T1tACX 6063-T6 AL 64131 ' 72 13/10 LAMIIGI/8"A(MIN.),714"AIR SPAg2 7/I6"IAMI II6`A,.090PVB,WWA as camp Ing with the Florida 8 7171 WHEP RTRA VER PD63-T6 L 71238 73 " 13116'LAMIIGV8"A ,1/4"AIR SPAC:8+7/16'LAM1 /16'4 .090 PVB,3/16"HS Building Dad. 74 13/16'LAMIIGI/8"A(MLNJ,1/4"AIRSPA 7116'IAMI 0116'H5,.090PVB 3116-HS) NCA-No. 17-0411.06 12 1626 ADHESIVE OPER CELL FOAM PAD 7PAD1626 75 13/16'LAM1I413116'A ,3/16"AIR SPA 7/16'LAM1 /16'4 .090PVB3116'4 Expiration Date 12/21/2021 13 4002 A IFIANGEFRAMSJAMB 6063-T6 AL 612225 7613/16"LAMLIG3/16'A(Affi�L,3/16"AIR SPA 7116'LAMI(346'A,.090FVB,3/16"HS) By 14 .4134 GASUr FOR MAINFRAME ELL JODU 74134W/K 77 I3/I6"IAMIIG31I6'A(AMC),3I1G"AIILSPA 7116 L9MI 3126"HS..090PVB,3/16"BS Miami-D aProdactNn mi 15 1155 #8 X 1.000} UAD FN.SMS 78UQA 90 1014 ISaUMMAMEMOR.&VO 3105-H14 AL 16 4110 G SC ERR ADAPTOR 6063-T5 AL 641100 3124117:CHANOED GLAZING 17 4054 B FDCEDMEETINGRAIL 6D63HD-T6 AL 64054A 91 1630 S(2tEE4CORNERMW OUT POLYPROP, i 92 1631 SQtffidCORNEEtKEY W/OUTRINCiS POLYPROP. �SRICONE. 19 4066 W STP. 187 X 230 PIN SEAT. 640660 93 1073 SCRIM SPRING ST.57. 21 4105 SASH TOP&HOTIUM RAIL 6063-T5 AL 61.7240 94 1624 SCREM SPLM-.135 DIA.FOAM EM PVC 1 22 1683 WSIP..25OX 270 BACT,FIN SEAL 61693G 95 1635 SCREENSPLM-.135 DIA.HARD MPP g a 23 275-1 ROISER1i0USING&GUIDE 421UED 96 SCRh221 N � 24 226 BRASSROILERWHEES BRASS 7BRWHl2 29 4128 HORIZONTALROLITR2.SASHTOPGIIIDE POLYPROP. 44128N 2.7to N a 32 4006 D SASHMMIINGRAIL 6063HS-T6 AL 64006 chi z N i 33 1235 WSTP..170X270RA FIN SEAL 67SI60 z � i w d 35 1096 SWEEPIATCH DWXAST 71096 =Lu a U +a 36 1016 1 98 X.625 PH.FL SMS 7858 0 z a a 37 4126 SASHSIDERAII 6063-TSAL 64126 2.624 0>" 38 1683 wSTP.250 X 270 BA FIN SEAL 61683G .062 z�' w I': i 39 7079 BULB WFATHE1L5•IRIP.187X275 679701{ 0 LL 0 40 IFT LRAILOOVE ICAT 74078"C'LORR w 41 4139 1 II.F.FRAMEBYAD 6063-T6 AL 64139 42 4149 I,F.FRAMESHL 6063-T6 AL 64140 49 I.F.FRAME HEAD �+ r r 434141 IF.FRAMEJAMB 6063-T6 AL 64141 #4139,6069-T6 50 (3AZINGSILI DOW 791.899.995 OR7700 Sl 1224 VWMMAZINGBFADBULB 91ff 6LP247W 0 D a 52 1225 VRMIMAZINGBEAD BULB Crffl61P248[C F h 53_ 4039 B CLA.ZINGBEAD'-5116" 6063-T5 AL 6403913 2.784 54 4044 B GL.AZINGBEW-5/16"W/GRILLIUT 6063-T5 AL 644703 ¢ IL — SS 4722 A i;TAZIIIGHFAD-7/16" 6063-T5 AL 64222It. 3.152 56 985 C GLA.ZINGIIFAD-7/16"W/GRILLKTT 6963-TS AL 6985 59 4467 "G[AZINGBEAD-I3116' 6063-T5 AL 64067 .062— ...........��``�' 60 GLASS 5/16 IAMI U8"A .090PVB,1/8"A) 61 " 5116"LAMI I/8"A-090 PVB L/8"FDS 62 5116"IAMI 1/8"FIS.090PVB I/8"I�L9 Q3 I.F.FRAME.JAMS #4141,6063•TO 63 7/16"LAMI(3/16'A,.090 FVB 3116'A) = o: WA7 64 7/16'LAMI 3116"A .090PVB 3116 AMI 3116'HS.090 P'VB 3116' (1j\ 2.710 fitGttioi'.•'' �,� S 7/Illlllli\j1G`` 42 I.F.FRAME SIAL #4140,6063-T6 A LYNN Num P.E P.F-058705 1 ( X62t187 3.'521. 73 1 3 — .062 3.190 PRODUCT REVISED,. 1. a I with the Florida 040 738 8-.IId*lmnqplCy complying 0 1,122 NOA-N�. 17-0411.06 fi.062— Fxplmtl.11 Pete 12121/2021 L2'.71 0-� 1 A43-� py 0 FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER SASH STOP COVER #4102A,6063-T6 #4136,0063-T6 114137,6063-T6 W53,6003-T5 3/24/17:NO CHANGES THIS SHEET. 2.784--1 > '062Ma —4062—. 187 T— 2 z;s �062 1.36 3 ]Lt--Jl 19 490 .062- om 0 w (94 21 481 1-1.403 9- 6 W �2 0 w 7 SASH STOP HORIZ.ROLLER TRACK FIXED MEETING RAIL zo LFLANGE FRAME JAMB ,- z �'g X #4025,6063 T5 #4131,6063-T6 #40548,6063HD-T6 #4002A,6063-T6 w'u o z a w LL :j 0 0 w .062 2 2.:20 050 81. 7 l-,49 a 3 z .062— 678 0 0 1-349 1.t)81 1.29x1 1.09r, SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL, X #4105,6083-TS #411013D.E1063HS-T6 #4 125,6063-TS @GLAZING BEAD,5/16") #4039B,6063-TS WA, Ftiti1141 it j Il Ly' 050 78 .683 050 58-106 676 678 .060 togr, 6 1 T 1 1.097 tow —T 4& GLAZING BEAD,5/16" GLAZING BEAD 7/16" GLAZING BEAD,7/16- GLAZING BEAD, 13/16" 154 #4067,6063 T5 N0440.6053-T5 #4222A,6063-75 @) #.985C,6053-T5 (USED Wl GRILL KIT) (USED Wt GRILL KIT) NAL A.LYNN MILLER P.E.0 66705 SEE ANCHOR TABLE,SHEET 1 2x WOOD BUCK, SEE HOR EE NOTE TABL H NOTES: SEE ANCHOR MIN. I DO SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS E,SHEET 1 1 318" -WO TABLE,SHEET I WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS WOOD L- BUCK, DEPICTED AS 2x ARE I 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE NOTE ii L� --]:::iT I OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY I.— - HAVING JURISDICTION. PRODUCT REVISED E L E SHEET HO I.WOOD SUCK, NOTE I ltit" 1/4' as I" with the Florida MAX.J MAX. 2,FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A a=m SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-N..— 17-0411.06 S C IN THESE DETAILS FOR 2X WOOD BUCKS. Expl-U..Data 12121/2021 SEE ANCHOR SE (ABLE,SHEET I DETAIL A TABLE,SHEET I DETAIL B 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 13Y CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF mlam7.product control TYPICAL F FRAME HEAD SECTION, FLORIDA BUILDING CODE. 3!24117:REVISED NOTES TO 1/4 4.0.131" MIN.X 2 112"NAIL AT CORNERS AND S"O,C.TYPICAL DETAILS G.H&1. COMPLY MTH NEW ANCHORAGE.ADDED NOTE A. MAX. SHIM 3/8" MIN. I AXSHIM--j SEE ANCHOR INTERIOR LE,SHEET 1 52 (JAMB DETAILS E,F&1) EXTERIOR 2-ill"MIN.EMBEDMENT Y c7 0 N SEE ANCHOR SEE ANCHOR A i U) EXTERIOR 0 Ee z TABLE,SHEET 1 TABLE,SHEET I )R INTERIOR 1-11) z Lu SEEANCHOR (H SILL DETAILS A,B,C,D.�&H) uj • SEE ANCHOR A2 I, TABLE,SHEET 1 0 CS TABLE,SHEET I C> ----4 2x WOOD BUCK,NOTE I 1x WOOD BUCK,NOTE I SEE NOTE 4 — 8 518"MIN.EDGE Lu LL DETAIL E DETAIL F 0 TYPICAL FLANGE FRAME 8 SECTIONS 618.MIN. < EDGE 0 .SEE ANCHOR SE ANCHOR DETAIL H (HEAD) Lq m TABLE,SH TABLE,SHEET t < 0Of F 0 Z 1/4" 11'r MAX MAX SHIM SH�j Q� 6/8"MIN.EDGENo .............14/1� SEE NO I �tCeNs —T—SEEANCHOR ..t-p .. ......... TABLE,SHEET I 3/8'MIN. No.58705 SEE 2-1/2"MIN.-j SEE NOTE 4 ANCHOREMBED TABLE, 0 SEEANCHOR SHEETI 2x DOD TABLE,SHEET I SEE ANCHOR TABLE,SHEET I 3 c 2-1121,MIN. BED �T. ........ DETAIL C NOTE l DETAIL D DETAIL I(JAMB) 701VAL DETAIL G(SILL) TYPICAL FLANGE-PRAMS SILLS �TIQNS TYPICAL INTEGRAL FIN FRAME SECTIONS n LYNN MILLER RE P.E.O 55705 TABLE 5: TABLE 8: TABLE 7: Maximum Design Pressure,DP(pal) Maximum Design Pressure,DP(Fs Maximum Design Pmosum,DP(psfl GLASS TYPES: XOorOX _ XOX,1/3.1)3-113 I XOX,1/4-112-114 A.5/16"LAM I-(116"A,.090"PVB,118'A) Wdth Halght A.0,G,H Glass�D,E,F.4 J,K L Ot width U+e ld A,B,c,GGH,la D,E,F,A K L Wimh Might q e 01a0.Typo B.5/16"LAMI-(1/8"HS,,0"PVB, ,1/HS) 7Yp C.5/16"LAMI- 1/8"&3,.090"PVB,t/8"HS Width HCI ,O,H C,I 0,E.F,J,IC, (� ) 17. +76.0_1-75.0 +75.01.75.0 8' a 00.0 70,0 +75.01-76,0 18- +00.0/40.0 +60.0/-W.0 +75.01-76.0 D.7116"LAMI-(3116-A,.090"PVB,3(16"A) 40• 476.01-75.0 +760176.0 6&118" +60.0/-000 *75.01.76.0 6D• +00.0*-60.o +60.01.60.0 +76.01-75,0 E.7116"LAM]-(3f16"A„090"PVB,3116"HS) 63.1113• +76,01-78.0 *75.0 t.750 BW +80.01-600 -75.01-75.0 74' +69.01-60.0 +60.01.00.0 +75.07-75,0 F.7/16"LAMI-(3116"HS,.090"PVB,3/16"HS) 6D• 20" +75,0/46.0 +75.0!75.0 08' 26• +90.0/•80.0 +76.01-75.0 B4- 26• +60101-0DA +00.01.00,0 +760/-75,0 G.13/16"LAMI IG-1/0"OR 3116"A(MIN.),5116"OR 318- 6v +75,01.75.0 +75.0175.0 74' +69.01-00.0 +75,0f-75,0 80' +00,01-640 +eRQt-mo •+76,of-76.0 SPACE,5116"LAM]-(1t8'A,.OW'PVB,118"A) PRODUCT REVISED 72' +76.01-75.0 +76.01-75.0 84' +00.0 f-0P.0 +75.0!76.0 100318' -80.0 f•60.8 180.0!•80.0 +75.01-750 H.13!16"LAMI IG-1/6"OR 3/16"A(MIN.),5/16"OR 3/8" us comp)ying with the Florldn 4' +76.01-75.0 +75,01.76.0, 80-7718' +60.01-00.0 +75.0175.0 100' +80.01.60.0 400.01.60,0 +75.01-750 SPACE,5116"LAMI-(1/8".0,.090"PVB,1/8"HS) Building Code 37' +76.01-T6.0 +75.01-76.0 AT +0001-00.0 +75.0/-75.0 111" +00.01.60.0 100.01-60.0 +75,0/-75,0 NOA-No. 17'-0411.06 46• +75,91 76.0 +75.0175,9 53-118' +60.01.60.0 +75.0/75.0 63-1!8" +130.01.80.0 +60.D1.80.0 +75.01-75,0 ]• 13116"LAMI I" -MI OR'HS..0(MIN.),5/16"OR 318" 63.118' +75,01-70.0 +76.0/.76.0 e0' +60.01.60.0 +76.01-75.0 M74 160,01.00,0 +OD,0/•00.0 +75.0%75,0 SPACE,5116"LAMI-(118"HS,.090"PVB,116"HS} Expiration Dafc 12/21!2021 B9- 313• +750176.0 +7501.75.o B6• 36• +eQ,01-00M +76.0/-76.0 -60.0140,0 -60.0!•60.0 +75.0/75.0 J.13116"LAMI IG-I/8"OR 3/16"A(MIN.),3/18"OR 1/4" By_ e6' +76.01-75.0 +75.01 75.0 74• +60.0/410.0 +76.0/-75.0 38 +60,01.80.0 +6101.60.0 +75.0145,0 SPACE,7118"LAMI-(3116"0,.090"PVB,3116"A} Mlam o Product contror +75.01-75.0 ' +75.01-75.0 84' +9o.q/6o0 +75.0!75.0 +09.0/-60,0 +80.01-00.0 +75.0/-75,0K.13116"LAM[IG-118"OR 3/16"A(MIN.),3/16"OR1/4"4- +76,0!75.0 +T6.0f 75.0 06-7!111" +80.01-00.0 +75.01.75.0 +6a0j-M0 460.01-W.o +75,0175.0 SPACE,7/16"LAMI-(3116"A,•090'PVB,3/16"HS)Mll� 75.0(-75,0 a75.0/.76.0 48' -80,0/$9,0 +75.01-76.0 +60.01-80.0 400,0!-60.0 +75.01-76.0 L. 13116"LAMI IG-1/8"OR 3118"A(MIN.)•3/16"OR 1'14- 324/11:UPDATED TABLE +76.01-76.0 +76.Df76.0 63.118" +ao.ol-00.0 +7-.6775.0 +89.014.0.0 +80,01.80.0 +75.0/-760 SPACE,7/16'"LAMI-(3116"HS,.090"PVB,3116-Hc +75.01-75.0 +75.01-76.0 BP -60.0/-00.0 +T5.0/76.0 63'VB" +60.0/•80.0 *00.01.00.0 +78.01-75.0383+8' +75.0 t 78.0 +76.01.76.0 118' 38378• 400.0 t 430.0 +76.01 76.0 SO• 780.0!-60.0 4844/-QOA +75.0%75.0+76.0!75.0 +75.0/-75.0 74' +80.0 f-00.0 +75.0!-76.0 74 +80.9!-80.9 +940!•0D.0 +75.0/-75,084' . . 460,0!-60.0 +75.0!•75.0 c0+780175.9 +76.07.75.0 84' +6007-80.0 -76.017SA 30318•68' , . +00,01.80.0 +7@01-75.0 +75.0/-76.0 *75.01.76.0 887!18' 460.0!•80.0 -75.0/-760 z c 1083+6' +60.01-00,0 +60.01.60.0 +75.01-75.0 37' +75.0!750 +76.01.75.0 48• +60,01-00.0 +75,01 75.0 o_' 1S 100- +040!-00.0 +60.0!•60.4 *76.0176.0 48' +75.0170,0 +76.01.75.0 83.116• +80.0/-80.0 +75.01.75.0 p o O 111' *80.01430.0 -80.0/•80.0 +75.01-75.0 0) 63.1111" +76.01-75.4 +75,01-75,0 80' *09.0!•60.0 +75.0 d6.0 ,'+-f- ,ps0 O o 53.1!8+ *60,01.00.0 +60.07.80.0 1750 t-75.0 a, Bq' 48" +75.0146.0 *75.9176,0 56' 48• -0tl.0(-00.0 +16.0/-TSA O� r -60.01.80.0 +76.01-75,0 69' +70.0/46.0 +75.0175.0 74' 780.0!•89.0 17501-75.0 � +60,0/fiA,O O� �°u� U) N 74` 480.0/•60,0 +60.01430.0 +75.01-75.0 72- +75.01-76.0 +76.0176.0 B4- +130.0/-00.0 +75.0/-76.0 O-L °' Z d' 84' +80.0/-80.0 -80.01.60.0 +76.01-75.0 u-to !It' 74' -75.0 -76.0 +75.01.75.0 86-7/10- +80,0/•90.0 +75.01-76.0 48' - ^o F.. 8T' +75.01-75.0 +76.01.76.0 Air +110.0)-049 +75.01 75.0 � +00.01-60.0 +60.D/•60.0 +75.01-75.0 S W O FB 100318" +89.01-60.0 +60.61.80.0 +7501-75.0 Ug m o3 6 u U 48' +75.01-76;0 175.11/75,0 53-118" +80.01-0p.0 +75.01-75.0 108- +600/430.0 460.01-W.0 +75.01-76.0 Z'r �'< LL fiM1�110 60118' 476.0/-76.0 +780.7 76.0 130' +60.61430,0 .75-01-75,0 SIP +80.01.50.0 +60.01.80.0 +1607-76.O O r 80' +78.0!•75.0 -75.01-76,0 0B- 608/9' '80,01.80.0 +75.0 f-75.0 631/8" +00.01-MD -00,0!-80,0 +75.0175,0 88' +76.07750 +76.01-75.0 74• +60,41.60.0 +75.0/-750 gp 780.01.00.0 +80.01.80.0 +75Ot-76.0 Z 8 UJ 72' r7S.0/76,0 +75.01-76,084' +69.01430,0 *76.0/-75.0 7844' +604180 +130.01+Bi1.0tD +76.01-75.0 � O fA' +7401-78.0 +7807.760 88-7110' *00.01.60.0 *76.01-76.0 � •69,0 +I5,0/-75.0 O tp 87• +75.01-75.0 +76.01-7S.0 AB' +80.01.00,0 +75.0/-75.0 88• 50518- +60.0!•00.0 +60.0/-80.0 +75,01-75.0 4S- +75.01-75.0 +76.0!75.9 53.1!8" +0401-040 +75.01-75.0 106318' +00.01-80.0 +gtlAl430.0 176.4(-75.0 � W pRE 53118" +75.01-75.0 +75.01-75.0 811- tB0,01-00,0 175.01-75.0 tc0• -60.0/43D,0 -00.0!•6D.0 +75.01-75.0 9 F- 0: 6o• 64' +76,01-75.0 +75.0/-75.0 B6• 64' 480.0/-00.0 +76.0175.0 111• x80.0/•80.0 *00.0!•80.0 +75.01-75.0 i Z W F 89• +76.01-7BO +7601-50 74' +60.0/-60.0 +76.01 76.0 53.1!8' +80.0/-00.0 +80.41.84.0 +7&01-75.0 � � m Z 72' +76.0/75.0 +75.01-75.0 84' +89.01-80.0 +75.01-75.0 60' +00.01.60.0 180.0!-50.0 +750!75.D 74- +75.0/-75.0 +750!75.0 WTIIlr +60.0743D.0 +75.01 760 74- +84,07.80.0 +64.01-00.0 +780.175.0 ua- O a 6 37' +78.01 76.0 +75.0 f-75.0 48' +80.0100.0 +75.01.76.0 OF 64" +60.0!-00.0 +60.01-60.0 +76.01-75.0 0 = Z o 48- +70,0176,0 +76.01-75.0 63U8" +00.0f.60.0 +750 f•750 iiG +00.0!-60.0 +04.41.000 +75.01-76.0 C7 n -3110• +75.0!76.0 +75.01-75.0 80' +00.0100.0 +75.0/•75.0 1083/8" +60.9/-00,0 +0001-00.0 +70.01.76.0 p � O 80' 80- +75,0775.0 +76.01-75.0 ST 60' +640!-BOA +75.0/-75.0' 1011' 400.0/-60,0 +80,0!•60.0 +75,01-75.0 80' +74.2/74.2 -75.01-75.0 74' +60.0 f-60.0 +76.01.75,0 111" +69.61.58.5 +eO.01.60.0 +75.91 75.9 ral es 72• +08.8/•68.8 +75.0175.0 84' '*50.01.60.0 +75,01-75.0 53-1/8' +80.01-00.0 4000/-80,0 +76.0/-75.0 NOTES 74- +08,11.68.1 +76.01.76.0 86.7/10- +8401.80.0 +76.01760 M74 +60.01.60.0 +60.0f00.6 +750/-75.0 87• *76.01-76.0 +75.01-75.0 467 +60.01.60.0 +75.01.75.0 +60.0 I:D.0 +63.01-00.0 +75.01.75.0 1)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER �1t13ulllrl,r7 48• +75.01-75.6 +78.01-750 531!8• +69,0/-000 +7501-76.0 00- +e40/-0D.0 +00.0180.0 +75.01750 WINDOW IN TABLE.+75,01-70.0 +76.0/•76.080' +110.0!-60,11 +75.01.76.0 +68,8/58.8 +00.D 7.60.0 +75_0076.0 �+75.07760 +76.0/-75.0- e0• B3- 780.07430.0 ;7507.750 +65.2!55.2 +60.01.00.0 +75.01.75.0 . '�2}OVERALL FtRNGE DIMENS}ONS SHOWN.FOR FiN 70.2•. +76.0/•76.0 74' +80.0/-80,0 +75.01-75,0 +64.8/&3.8 400.0/•00.0 *75.0/-76.0 ;>1+65.21.65.2 +75.0115.0 e4 +60.01-e4Q +750175.0 +63.5+83.0 40.0!60.0 +76.01-75.0 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. =Z.*, No.58705 T4' +76.0/•75.0 60-7118• +80.0/-00.0 +76.01-75.0 63-1/6• +60.01-00.0 460.0!-80.0 +76.01.75.9 FOR ANCHORAGE SEE SHEET 9, FOR ANCHORAGE SEE SHEET 10. 60" +80.0160.0 +60,0/•80.0 +75.0/•76.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS g �®r = 74' +60.0!-040 +80.91430,0 +76.01.76.0 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. %?3 460.01-00.0 +00,01.09.0 +75.0 f-75.9 O • 123' BOTH THE DP AND ANCHOR QUANTITY REMAIN 1 <U 98' 768271.0.2 *80.01-80.0 178.07-78.0 �'•' �O}Z40A.- 1083!0" +523!523 +94121.60.0 +75.0f-75.0 UNCHANGED. %mss''•-......•• 109" +5L71-61.T +60.0 f.80.0 +T5.01-7B.o / O"L irt\% ((Ey 11r *60.41-SO,o +040/-80.0 +76.0f 75.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2, ALVrllh4a,(��a,P,E. 6 FOR ANCHORAGE SEE SHEET 11. P.6 N 58705 ) w TABLE B.- TABLE 9: Anchor OuentMen,XO or OX Anchor Ou2nffWi XO or OX TABLE KEY-. with case types A,B,C,G,H&1 with Glass Types D,E.F,J,K&L O X D,etar omag AhchorG ul,A Antdxx©rotpB A6dlrCxmpC 0-11 Uwron Anchor Group A Anchor Group 8 Anchor Group C 1+C2+1 3 ANCHOR QUANTITY PER JAMB W 0th HeW Head S Sil Jamb Heed 8 5111Amb Hmd&SIA Jarnbi 7Mdrh Haight Head 6 SM .lamb Hoad a SAI Jamb Head a SIA Jamb 3r '»¢+1 2 1+c2+1 2 »C2+1 2 37' 1+C2.1 2 1+02+1 2 1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES 46" 1+C2+1 2 1+¢+1 2 I+C2+1 2 46• 1+C2+1 2 t+C2+1 2 1+C2+1 2 LLL��� A CLUSTER OF(2)ANCHORS 531/8' t+¢+t z 1+¢+1 z •.+¢+1 2 53.1/6•. t+C2+1 2 1+02+1 2 1+C2+1 2 CENTERED ON THE MEETING RAIL 6D' 28' 1+C2+1 2 1+C20 2 1+¢rt 2 e0• 2e• t+C2+1 2 t+0241 2 1+C2+t z PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED W 1+C2+1 2 1+C2+1 2 1+C2+1 2 e6' I+C2+1 21+C2+1 2 1+C2+1 z as complying with the Florida 7T 2+¢+2 2 1+(2+4, 2 1+12+1 2 7T VENT AND.FIXED SECTION. 4 2+C2+2 2 1+C2+1 2 1+C2+1 2 () Building Code 74" 2+¢+2 2 »¢+1 2 t+¢+1 2 74• 2+C2+2 2 t+C2+1 2 1+02.1 2 ANCHORS TOTAL AT HEAD AND SILL. NOA-N.. 17-0411.06 . 3r I+¢+1 2 1+C2+1 2 1+C2+1 2 3T 1+C2+1 2 1+C2+1 2 1+CZ+1 2 ExplrationDate 12/21/2021 j4r 1+C1+1 2 t+¢+1 2 4+¢+1 2 46' 1+tart z t+c2+1 2 t+C2+1 2 (4"MIN.O.C.ANCHOR SPACING) 1+¢+f' 2 1+¢+1 2 5318' t+C2+1 z i+C2+1 2 1+02+t 238' 1+¢+1 2 t+C2+1' 2 1+C2+1 2 BO` 36' 1+C2+1 2 1+C2+1 2 1+CZ+1 2+¢+1 2 1+¢+1. z t+C2+1 2 66' 1+C2+1 2 I+C2+1 z 1+02+1 z I 1 18 3l4"MAX.2+¢+2 2 1+¢+1 2 1+C2+1 2 72• 2+C2+2 2 I+C2+1 2 1+C2+t z I--a"MIN-,10-1l2"MAX. 3!24/17:UPDATED TABLE 2+Q+2 2 i+¢+1 2 1+¢+1 2 T4' 2+C2+2 2 1+C2+1 2 1+C2+1 2 9"MAY, X O ELEVATION, 3r t+¢+1 2 1*¢+1 2 »C2+1 2 3T t+C2+1 2 1+C2+1 2 1+C2+1 2 48• 1+{2+1 2 1+C2+t. 2 4+C2N 2 46' 1+C2+1 2 t+C2+1 2 14C2+1 2 53113' 1+¢+1 2 1+¢+1 2 1+C2+1 2 53116' 1+C2+t- 2 1+C2+1 2 1+02+1 2 aw 3W." 1+C2+1 z t+C2+1 2 1+C2+1 2 go, 3E-W 1+C2+1 2 1+C2+1 2 1+C2+1 2 MTG.RAILY = eg +¢+t z ,+¢+t z ,+¢+t z W. 1+c2+1 z ,+c2+1. z ,+cz+, z EXAMPLE CLUSTER W/QTY.OF(2)ANCHORS > a � 7T 2+¢+2 2 1+¢+1 2 1+C2+1 2 7T 2+02+2 2 t+CZ+1 2 1+C2+1 2 af o 7M 2+¢+2 z »¢+1 2 1+¢+1 z 74• 2+02+2 2 1+cz+1 2 1+C2+1 2 (SHOWN IN TABLE KEYABOVE) qu 3r. .1+¢+1 3 1+¢+1 3 f+C2+1 3 N74' 1+C2+t 3 1+C2+1 3 1+02+1 3 N U� Air •1+¢+1 3 1+C1+1 3 1+01+1 3 t+C2+1 9 1+(.Z+1 3 1+C2+1 3 O m r N 531!6• 1+¢+1 3 1+12+1 3 t+C1+1 3 I+C2+1 431-C2+1 +C2+1 3 t+C2+1 3 0_J oo X(� Z 6D' 46" 1+¢+1 3 1+¢+1 3 i+¢+1 3 4a" 1+Q+1 3 1+CZ+1 3 Z�tD r ri Wt+C2+1 +G2+1 3 1+C2+1' 3 Ui 68• 1+¢N 3 1+¢+1 3 t+¢+1 3 U U d7T 2+C2+2 3 t+¢vl 3 t+C2+1 3 2K3+2 +C2+1 3 1+C2+1 3 F Z V a aPr 2+¢+2 3 i+Q+t 3 t+C2.1 3 2+C2+2 +02+1 3 1+02+1 3 o W � 3r t+C2+1 3 1+¢+1 3 i+C2+1 3 1+C2++1. 3 »C2+1 3 1+C2+1 3 o a, 48' 4+Q+1 3 1+¢+1 3 t+¢+1 3 4r 1+(2+1 3 1+¢+1 3 1+C2+t 3 `'Z $ W 53118' 1+¢+1 3 7+¢+1 3 1+C2+1 3 5}1/6' 1+12+1 9 i+G2+1 3 1+C2+1 3 J LL (1P 50St6" »C2+1 3 1+¢+1 3 I+C2+1 3 e0" 60316' 1+C2+1 3 1+C2+1 3 VC2+1 3 O rn 88' 1+^„3+1 3 1+¢+1 3 1+¢+1 3 se. 1+C3+1 3 1+C2+1 3 1+C2+1 3 O 7Z' a+3+2 3 1+C2+1 3 :+C2+1 3 72' 2+03+2 3 1+C2+1 3 1+C2+1 3 ® 74' 2+C3+2 3 1+¢+1. 3 1+C2+1 3 74' 2+C3+2 1 3 t+C2+1 3 »C2+1 3 tt Z X NOTES 3r 11+¢+1 3 1+¢+1' 1 3 1*(2+1 3 37, 1+C2+7 3 1+C2+1 3 t+C2+1 3 0 O Z 48° 1+¢+1 3 1+¢+t 3 »12+1 3 46• 1+C2+1 3 1+Q+1 3 1+C2+1 3 531/1r »cz+t 3 1+¢+1 3 1+C2+1 3 53-1/6' t+cz+t 3 t+c2+t 3 »C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE a 0 `+� 60' 54' 1+C3+1 3 1+@+1 3 ,,+C2+1 3 etr 54• »C3+1 3 1+C2+1 3 »C2+1 3 FOLLOWING DIMENSIONS: o = (� o ea' I+C3+1 3 1+C2+1 3 1+C2+1 3 6a 1+C3+a 3 1+C2+1 3 t+cz+1 3 HEAD&SILL; 10 1/2"MAX.ON EACH SIDE OF = n I( 7T 2+C»2 3 1+C2+1 3 1+C2+1 3 7z• z+d+2 3 t+c2+t 3 t+c2+t 3 MEETING RAIL CENTERLINE. Z 7,V —WC-3+2 3 t+t2+1 3 1+C2+1 3 74- z+C3+z 3 t+CZ+1 3 t+C2+t 3 18 3/4"MAX.FROM CORNERS. 4 37, 1+(2+1 3 1+CZ+1 3 1+C2+1 3 37" 1+02+1 3 1+02+1 3 t+C2+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2" 48' L„ 1+C3+1 3 1+C2+1 3 1+(2+1 3, 4r 1+C3+1 3 1+C2+1 3 1+CZ+t 3 MAX.O.C. 53-V 1+Ct+1 3 1+¢+1 3 1+C2+1 3 53t/e' 1+C3+1 3 t+C2+t 3 I+2+t 3 �,�`�QNY LYN�r/ eg eg 1+(3+t 3 1+CZ+t 3 1+c2+t 3 em ea 1+03+1 3 1+C2+1 3 1+C2+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER `� • •-•. 68' 1+01+1 3 1+C2+1 9 1+C2+1 3 BB• 1+03+1 3 t+C2+1 3 1+02+1 9 WINDOW IN TABLE. 72' 2+C3+2 3 t+CZ+t 3 »C2*1 3 72' 2+C3+2 3 1+C2+1 3 1+C2+1 3 •'.��: ra• 2+p+2 3 i+C2+1 3 t+C2+1 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN =* No.56705 !' 74" 2+Ct+2 3 1+C2+1 3 i+C2+1 3 1F 37" 1+(:2+1 3 1+12+1 1 3 1+C2+1 3 3r I+rz+t a 1+c2+1 3 »cz+t 3 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 3 1+ 46• 4e• 1+p+1 3 1+C2+1 3 1+Cz+1 »^3+1 ¢+1 3 1+C2+1 3 53va »03+1 3 1+¢+1 3 t+Q+1 3 s371r6• I+w+t s 1+c2+1 3 1+C2t1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS �0�=. ST TE O •�` _ e6 es 3 C3+1 3 1+0x+1 3 1+02+1 r+ TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. NO" 63• »p+1 3 t+¢+1 3 1+C2+1 3 �i Cis-•. ORIDP..•'G�C�� 1 8�• $©+1 9 _ 3 1?C2+1 1+C3 3 1+02+1 3 1+02+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN %,�C4j 7T 2+CS+2 3 1+¢+'1 3 1+f2+1 3 72• 2+p+1 3 1+C2+1 3 1+C2+1 3 UNCHANGED. ////�NA 01111",iE ttt 4 2+(3+2 1 3 1+ 1+f2+1 3 74 2+C3 9 1+C2N 3 1+C2+1 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER Fp P.E. P.Ep66705 1 { 1 1�1 TABLE 10: TABLE 11: Anchor 4uanttZtes,XOX,113-113-113 Anchor Quantities,XOX,1/3-11J-1!J ZABLE KEY: with Glass Types A.B,C.Or N&t with Glean Types D,E,F,J,K&L X O X OramB Owm� Anchor Group Arctmt Gnntpa Anchor GmupG 0.6 Cwra6 AncbalGMPA AncherGtaupS AnclnromWo Min Height Head&SW Jomb Hasd&SIII I Jamb Heed s S@ J.Iemb Width Height Head&SIII [Jambf Head a SBI Jamb3I-C2+1-C2+1 9111 Jamb 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 46• 1+132+1+C2+f 2 1K:2t1+C2+1 2 t+C2+1+C2+12 48• 1+C2+1+C2+, 2 1tC2+1+G2+12 Ct+t 2 �_ 7+CZ+i+C2+1 2 1+02+1+C2+1 2 i+C2+1+C2+1 2 53.18• 1+C2+1+132+i 2 1+C2+1+02+1 2 132+1 2 HEAD AND SiLL ANCHOR QUANTITIES eP 1+c2+i+02+1 2 1+02+1+c2+1 2 s+c2+1+02.1 2 so t+cz+t+cz+i 2 1+C2+,+0241 '2 C2+! 2 A CLUSTER OF(3)ANCHORS CENTERED 6c 25' 7+Cx+1+C2+1 2 i+C2+1+C2+1 2 1+C2+t+02+1 2 es• 2s' 14132+1+132+i z 1+02+1+13Z+i "'2 cio 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 74- i+C2+1+C2+1 2 1+C2+1+132+1 2 S+C2+1+C2+1 2 74• t+132+1+131*) 2 1+CZ+1+C2+12 C2+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida 84' i+C2+i+C2+i 2 1+C2+1+132+1 2 1+C2t1+C2+1 2 U. 1+132+1+132+1 2 1+C2+1+C2+12 C2+1 2 PLUS 1 ANCHORS AT FIXED SECTION. su77ding Cada O NOA No. 17-041 1.06 567116• 1+C2+1+C2+1 2 t+C2+1+C2+1 2 f+C2+1+C2+1 2 6&7!113' 1+02+1+12+1 z 1+C2+1+C2+i 2 2+1 2 (9)ANCHORS TOTAL AT HEAD AND SILL. piratlon nat 1212112021 +C2+1+02+1 2 40 t+a2+f+Cx+1 2 1+c2+t+C2+1 z 2+1 2 �. +13211+132+i 2 1+G2+1+(x+1 2 1 _ +132+1+132+1 z 53•V8• t+02:1402+ z 1+02+t+02,7 z +c2+1+c2+t 2 (4"MIN.O.C.ANCHOR SPACING) ley '< 80' it(2N+132+1 2 1+132+1+132+1 2 1+132+i+C2M 2 SO• 7+13211+Q+1 2 1+t2+1+C2+t 2 I+C2+1+C2+1 2 Miami-C o Product Control 53.1/6' S+C7+1+C2+1 2 1+C2r1+02+1 2 1 S i+C2+ G 30' t+02+1+c2+1 2 1+C2+1+1x+1 2 't+C2+1+0z+1 2 W 3s 1+C2+1+C2+, 2 1+02+1+C2+7 z 1+�.+C2+t 2 «{-25 314"MAX 74• 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+7 2 74' ,+CZO-+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1 2 64' 1+tom+14C2+1 2 S+C2+1+C2+1 2 1+13!11+132+! 2 B4• t+12+1+132+t 2 t+C2+t+C2tt 2 !+132+!+132+t 2 "� "MIN.,1 Q-112"MAX. 324!17:UPPA7FD 7ABl.E& 66.716' t+C2+1+C2+1 2 1+C2+1+02+1 2 1+[K+Y+132+1 2 667/16' I 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C1t1 2 ELEVAMN. 45' 1+C2+1+C2+1 2 712+1+02+1 2 1+C2+1+C20 1 2 48' t+C2+1+C1+T 2 S+t2+T+G2t1 1 2 1+132+1+C2+1 2 9"MAX• X O X W 41+C2�1�+�M+l 2 t+C2+1+C2+1 2 1+132+t+C2+i 2 66• 1tC2+t+t2+1 2 1+C2+S+CL+S 2 t+C2+1+CZ+1 2 5351/8' t 2 1+02+1+132+1 2 1+C2+1+C2+i 2 6&tB• 1+C2+1+C2+1 2 1+132+1+62+1 2 1. S+C2+t+t2+1' 2 �f£' 3638" 1 2 1+02+1+C2+1 2 7+C1+f+132+1 Z B6• 363!6• 1+C2+1+C2+1 Z 1+CZ+1+C2+1 2 +C2+1+02+1 2 74• 2 1+C2+1+132+! 2 1+C2+1+02+1 2 74 t+02+1+C2+1 z 1x2+122+1 z l+cz+t+c1+1 z MTG.RAIL,TYP. �j .vi N m 7-d 2 1+C2+1+C2+1 2 i+C++11+C2+1 2 34' 1+C2+1+C2+1 2 1+132+1+132+1 2 1+C2+t+C2+1 2 13- '` to 66716 2 1+02+1+c2+1 2 t+0z+t+c2+t 2 7tt6 1+02+1+02+1 2 1+C2+t+CV1 2 l+Cz l+C2+t 2 EXAMPLE CLUSTER W/QTY. OF(3)ANCHORS r, o rUn Q 413' 1+C2+1+C2tf 3 t+c2+1+132+13 1+C2+i+C2+1 3 48' 1+C2+1+C2+1 3 1+C2+1+C2+13 1+Cz+1+cz+, 3 (SHOWN IN TABLE KEY ABOVE) p 3� 0 53-Ver 1+CZ+S+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 ] 53-V6' NC2+t+132+1 3 1+C!*1+t2+1 _3 1+C2+i+C2+13 J c7/ SO' 1+132+1+12+T 3 1+132+HG2t7 -3 7+132+7+132+1 3 60• 1+132+1+132+1 3 1+132111132+1 3 11132+1+132+1 9 CJ ty B6' 48• t+CZ+ltCZ+1 3 1+C2+1+CZ+} 3 ,+C2+1+12+1 3 66' 413 1+C2+1+02+1 3 1•C2+1+C2+! 3 S+C2+t+Cz+1 3 'Z fD 66716' 1+132+t+l2+t 3 1.02++t+c2+1 3 11132+1+132+1 s 86.7119• 1+132+1+132+7 s 1+C2+1+c2t1 3 1+CZ+1+17+1 3 U U o I a U +6 tW' 111211+132+, 3 7+t'2+ftt2+t 3 l+132+1+132+1 3 64' 1+CZ+1+CZ+1 3 1+C2+t+C2+ 3 1+132+!+132+7 .3 hZ'°7s �� 2 +1 3 i+C2+1+132+7 3 O} dS l4CS+1+C2+! 3 i+t,`+1+q+t 3 f+C2+NC2+t 3 46• i+C2tttCZtt 1 1+C2+t+C2t1 3 1tC2t1tC2+t 3 53.1/6' 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 63-i/8• 1+C2+1+C2+1 3 1+q+t+C2+1 3 1+C2+7+132+1 3 Z�' $ W E2 tL I EP 1+CZ+itC2+i 3 1+132+T+C2+, ""'3 S+Cd+5+132+! 3 S6' 1+12+1+cz+f 3 ttC2+1+CZ+t "3 i+C2+i+C2+1 3 p} p __. +- 136' 56578' 1+132+14132+1 3 1+132+1+C2+1 3 t+132+y+132+1 3 136- 505!6' 1+CZ+1+CZ+i 3 1+C2+1+C2+1 8 1+CL+1+C2+1 3 d. '7 74' i+C2+t+t2+! 3 1102+t+CZ+t 3 1+02+1+132+t 3 74' t4C2+1+CZ+t 3 t+C2+1+CZ+, 3 7+132+1+02+1 3 m J X413 ...�.. 84' 1+132+1+132+1 3 1+132+1+132+1 3 1+132+7+CT+} 3 M• 1+132+1+132!1 3 1+CZ+itCZ+1 3 1+132+1+132+1 3 56.71!8" i+CZ+i+t2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 68.7/t6' i+C2+1+C2tt 3 1+C2+i+C2+7 3 i+C2+1+C2+t 3 NOTES Z O F t 4F' 1+C2+1+C2+1 3 i+C2+1+C2+1 3 t+12+14C2+1 3 43• 1+02+1+C2+1 3 1+C2+1+C2+13 1+C2+t+C2+1 3 F Q X Z i �e r 1402+1+02+1' 3"t+024t+c2 02•+1+'2+1 3 1)WINDOW DP t ANCHOR QUANTITIES ARE BASED ON THE a � +t 3 t+C2+1+C2+! 3 s5• 54* 1+t2+1+C2+t 3 1+C-Z+IIC2+1 3 1+Q2+i+C2+1 3 FOLLOWING DIMEUSIONS: LLp d p r 41 '3 1+C2+l+C2+t 3 59.115' t+C2+i+G2+t 3 T+Q+1+{2+1 3 S+ 64• �• 11132+t+c2+1-3...-,+C2+t C2+1 $ 7..- Sr cZ+t 7+C2+1+C2+1 3 t G2+1+C2+1 3 HEAD&SILL:10 112"MAX.ON EACH SiDE OF = 0 4 +c?+t+c2+t 3 7d• 1!62+1+02+11-5- 1+132+1+CL+t 3 1+132+t+GRi1 3 MEETING RAIL CENTERLINE. m 3 +C2+1+C2+1 3 54 t+C3+t+Cs+i 3 1+C2+t+C2+t 3 1+02+1+Cz+t 3 25 314"MAX.FROM CORNERS. Q 56.7/16• 14132+1+D2+1 3 1+02+1+c2+1 3 MI+C2-1+CZ+l C20 3 Se Ins 1103+1+q+1 3 1+c241-C2+1 3 t+C2+1+Cs+1 3 JAMBS: 9"MAX.FROM CORNERS AND221/2" 46' 1+C2+,4C2+1 3 1+C2+1+CZ41 3 CZ+t 3 4a' 1+C2414{2+1 3 t+C2+1+C2+1 3 1+C2+1+CZ+1 3 "xd�e �� MAX.O.C. i 634M 1+02+7+02+1 3 1+C2+7+C2+1 3 C2+1 3 SS.iB• 1+C2+1+CZ+1 3 1+@+1+C2+1 3 1+'132+S+C2+1 3 \\11111111// 6137' 1+CZ+1+C2+T" 3 1+C2+t+c2+1 3 C2+1 3 56' t+c2+1+c2+1 3 I-q+1+02+1 3 1+C2+t+02+1 3 2}FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER ��t\ xY LYN 1'r t SS• Go- i+CZ+1+C2+1 9 t+C2+1+C2+1 3 CZ+1 3 136' W' 1+C2+1+C2+1 3 i+C2+14C2+1 3 1+C2+1+C2+1 3 �� `iti. ••WINDOW IN TABLE.74' 1402+t+132+1 3 i+132+itptt 3 02ei 3 7f+p+it03+1 3 7+C2+1+C Z+1 3 1+02+1+C1 3I+C2+1+C2+1 3 C2+1 3 04' 1+03+1+Cs+t 3 1+C2+1+C2+1 3 i+C2+f+C2+, 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN = } : No.e67ils• t+cz+1+CZ+1 3 i+C2+1+CZ+t 3 2+1 3 13971!6 1+c s+t+p+t 3 1+C2+1+C2+1 3 t+oz+1+CZ+1 3WINDOWS,SUBTRACT i"FROM TABLE SiZE DIMENSIONS. 48' 1+132+1+132+1 3 ,+CZ+i+C2+1 3 C2+1 3 46' 1+02+i+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 _ 1 53.115 t+cz+i+cz+i s 1+G2+t+c2+7 3 t+C2+t+C2+t s 5318 1+132+t+r2+1 3 7+Dz+1+02+5 3 1+02+1+CZ+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS Sir 132+1+132+1 3 Bo' 1tC2N+1x+1 9 1+132+1+132+1 3 7+132+1+C2N 3 74' 1+G2+1+02+1 3 i+C2+i+C2+1 3 !11 1+c2+t 3 66' 63• 1+c3+t+C3+1 3 t+C2+1+C2+7 3 t+oz+1+02+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. t+CP+itC2+/ 9 t+C2+1+C2+1 3 86' SY 1+CZ+T+132+1 9 i+C2ti+C2+7 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN fig, j1+C2+1 3 74' 1+p+1+p+1 3 1+02+1+12+1 3 1+C2+t++132+1 3 S4' 1+C2+t+C2+1 3 t+C2+7+02+1 3 7402+i s 54' 1+p+1+p+1 3 1+02+i+c241 9 I++c2+i+c2+1 3 UNCHANGED. �5&TIt6' 1+133+13+13]+1 9 1+132+1+13!+1 91+132+1 3 89.7118' t+p+t+p+t 9 1+132+11132+1 9 1+132+1tCSN t III 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. ,A LYNN MILLER.PX- _ P.E#S5705 + t I 1 I :4 "Bq cell 4$� "- w r + + +r r w+r+ Y I W W U+1+1 W W u W.w u u W W N N N N N N N N N N N N N N u u N N N N N N N CCCCCC • : ' 13 J0 9 O66 r 4 gaa R p R € a p aaI agA a_II - -_----a-aggp44g Af3i3R1'3€3E�'3i3x13£i£ti3ii3 Qi3£it3rt3t3FJtrRgtAiRiAAAM i3pt]f]tl£3f3f3F3A*F3f3t3}}A N W W W W W W w W w N N N N N N N N N N N N N N N H N N N N N N u N S m NOW! .!t�W 2' »r W r N }Mira p r rr W W w W Y W W W W W W W W W N u u N N N N N N N N N N N N N N N M N N N N N y�inS IAAk gaAi; aRsaRsa ; �isRga gaIrr + R � no Rgg4A4_A�_�_i &1 0 Amin, AiapQ�a�,�_�_�_�_ W W W W W W W W W W W w W W 4 w U NNNN NNNN N N N N N N N N N N N N N N N N C•rt R tR133ARr?g >�ittl�it3£'2R€3Aiil2F3fi233A�i3FJ�f3f3�£1�3�iR}r}� i�a�a�g_R99a�Rapaa$�� 0 ��ir��3�i�f3f3A;3.A}o� ov o y +Ixm ui mappZrxk zz4 � p �'9° crnn ONV�xnrCt» xDZP wA Io 00 mmMnew oEO 0 2 F *mO +Ix , m maro� 'a ;[ Ix D Z 3: 6,Zmr -3y =O0 m om wo Ob mco mZO � OZ tOmz z Q > Io .0m3m �o �s 0 =o mn 00 09 ; ZZ(D �N p m0 x Cho 2 o ti Hmg--,Oo m GS m'rt O Dmzm T�p 5.2 < '`� Q�tny�C o b y z z% -1 0. 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