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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: PER # 1806-0832 REVISION FEE:• RECE # PLANNING &DEVEL PMENT SERVICES BUILDING&CODE RE ULATION DIVISION ✓�� _ • 2300 VIRG AVENUE (772 RT 462-1553CF,Fl,(772)462--1578 <Gc�`Cod ry�� fY �E APPLICATION FOR B DING PERMIT REVISIONS PROJECT FORMATION I. LOCATION/S ADDRESS: Las Olas Dr. Jensen Beach, FL 34957 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Revise pennit to chane tine items 1 3 5.&6 to NOA 17- 411.06 i 3.. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC 1514813 ST.LU IE COUNTY CERT.#: BUSINESS NAME: --The ffcw te-Dc� wanner ADDRESS: NW 12a S NAMRaquel E Ave. Suite 110 CITY: 65o au er a e Xt357 ATE: ZIP: --33309 PHONE(DAYTIME): FAX: 4., OWNER/BUILDER INFORMATION: Nom: Hea Fuscaldo { ADDRESS: 113 N Las Olas Dr. i CITY: jEllsell l5eacn STATE: FL ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: i ADDRESS: CITY: STATE: ZIP: PHONE(DAYTEVIE): FAX: Revised 07/22/2014 WINDOWS DIAGRAM SHEET. Job#: l fy?�� --Customer; ��c"''�-Q�' - Consuitant: � it Floor REAR -•- - -- - oLs - - Room Name Window ? Nig 77 Exterior Door -1y FRONT Note: 1)indicate 1st,2nd,etc Floor,of house at top of template;2}create outline of house and indicate all windows,doors, and rooms; .3)number the windows to be replaced with corresponding number from Spec Sheet Wndow Diagram Sheet, 1119!2012 MIAMI- 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) www.miamidadt.gov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: 17his! NOA is being issued under the-applicable rules and r gulations governing the use of construction materials. The documentation submitted has been reviewed nd accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County a d other areas where-allowed by the Authority Having Jurisdiction(AH-1). Thi s NOA shall not be valid after the expiration date stat d below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in reas other than Miami—Dade County)reserve the:right to have this product or material tested for quality surance 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 suc product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is deteined by Miami—Dade County Product Control m 9 Section that this product or material fails to meet the requirents of the applicable building code. '1 This product is approved as described herein, and has been esigned to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series '9111-710"Aluminum Horizontal olling Window'—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through I I of 11,dated 02/28/06,with revision H da ed 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, AIBSILE IMPACT RATING:Large and Small Missile mpact Resistant. LABELING: Each unit shall bear a permanent label wi the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade Coun Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renew I application has been filed and there has been no change in the applicable building code negatively affectin the performance of this product. TERMINATION of this NOA will occur after the expiratio date or if there has been a revision or change c 't or P� in the materials, use, and/or manufacture of the product ocess. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes hall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for to ation and removal of NOA, ADVERTISEMENT: The NOA number preceded by e words Miami-Dade County, Florida, and followed by the expiration date may be displayed in adve 'sing 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 pro ided to the user by the manufacturer or its.- distributors and shall be available for inspectioii at the job sit at the request of the Building Official. This NOA revises NOA#16-0714.13 and consists of this pa e 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.PI encia,P.E. MtAMNOA No.17-0411.06 ! E3 Gu t�-DARE COUNTY Expiration Date: December 21,2021 Approval Date: August 3l,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under IVOA's No. 07-0815.09 nd 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horiz ntal Roller Window,Impact", sheets I through 11 of 11, dated 02/28/06,with revi ion H dated 03/24/17,prepared by manufacturer, signed and sealed by Anthon Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform-Static Air Pres ure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact T st per FBC, TAS 201-94 3)Cyclic Wind Pressure L ading per FBC,TAS 203-94 along with marked-up drawings and instal ation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sli i g glass door,using: Kodispace 4SG TPS spacer system, Duraseal®spacer system, S per Spacero NXTTm spacer system and XL Edge"',' spacer system at insulated glass,p epared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FT -8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all si ed and sealed by Idalmis Ortega,P.E. (Submitted underprevious NOA No. 16-0 4.13) 2. Test reports on: 1)Large Missile Impact T st per FBC, TAS 201-94 2) Cyclic Wind Pressure L ading per FBC,TAS 203-94 along with marked-up drawings and install tion diagram of an XOX aluminum horizontal sliding window,prepared by Fe estration Testing Laboratory,Inc., Test Report No. FTL-5330, dated 07/18/07 si ed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1)Air Infiltration Test,pe FBC,TAS 202-94 2)Uniform Static Air Pre sure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, er FBC,TAS 202-94 ..4) Large Missile Impact T st per FBC,TAS 201-94 5) Cyclic Wind Pressure oading per FBC,TAS 203-94 6)Forced Entry Test,per BC 2411.3.2.1,TAS 202-94 along with marked-up drawings and i ation diagram of an XOX aluminum horizontal sliding window,prepared by Fe estration Testing Laboratory, Inc.,Test Report No, FTL-4858, dated 03/08/06, si ed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Torge M.Plasencia,P.E. Proftct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIIiENCE SUBMITTED B. TESTS (CONTMUED) 4. Test reports on: 1)Air Infiltration Test,per BC,TAS 202-94 2)Uniform Static Air Press re Test,Loading per FBC TAS 202-94 3) Water Resistance Test, er FBC, TAS 202-94 4)Large Missile Impact Te per FBC,TAS 201-94 5) Cyclic Wind Pressure ading per FBC,TAS 203-94 6)Forced Entry Test,per F C 2411'3.2.1, TAS 202-94 along with marked-up drawings and install tion diagram of an XOX aluminum horizontal sliding window,prepared by Fe estration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, si ed and scaled by Edmundo,Largaespada, P.E. (Submitted under NDA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and struc al analysis,complying with FBC-51h Edition (2014)and FBG-6'b Edition (201 dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and seal d by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 11 Miami Dade Department of Regulatory an Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray Ameri a, Inc. for their"Trosifols Ultraclear,. Clear, and Color PVB Glass Interlayers 'dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, compl with FBC-5th Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issue by manufacturer, signed and sealed 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 Pro uct Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Pro ct Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous IPDA No. 16 714.13) rge M.Plasencia,P.E. Pro Control t,:�'l ro Ct Con it, ro. ct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 PGT;Industries,Inc. -NOTICE OF ACCEPTANCE: EYI�ENCE SUBMITTED F. STATEMENTS (cowwm) 5. Laboratory compliance letter for Test Rep rt No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07 si ed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test p rts No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc. dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13,issu d to PGT Industries for their Series "HR-710' Aluminum Horizontal Rolling midow—L.M.I., approved on 09/01/16 and expiring on 12/21/2 1. orge M.Plasencia,PI.— Product Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 GENERAL NOTES:SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACTRATING DESIGN PRESSURE RATING LARGE B SMALL MISSILE_ VARIES PER OPTIONS, 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2). IMPACT RESISTANT - sEE SHEET e A.5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"PVB INTERLAYER. B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF US'HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. C.SH V 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 3116"ANNEALED GLASS WITH A.090-PVB INTERLAYER. E.7116"LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. F.7116"LAM[CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. PRODUCT REVISED 'G.13118"LAMI IG:(1)LITE OF 118'OR 3116"ANNEALED(MIN.)GLASS,6116"OR 318"AIR SPACE AND 6116"LAM[ as complying with the Florida CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090'PVB INTERLAYER . Building coda NOA-No. 17-041 H.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5116'OR 318'AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE i OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expiration Date 12/21!220202 1 1.13116'tAMI IG:(1)LITE OF 1/8"OR 3/16'ANNEALED(MIN.)GLASS,5118"OR 318"AIR SPACE AND 5116'LAMI ay CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. Miam1 e e roduct can rot J.13116"LAMI IG:(1)LITE OF 1/6"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIRSPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.00-PVB INTERLAYER. K.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN. GLASS,3/16"OR 114"AIR SPACE AND 716'LAMI F,f3124/1't1:NEWIuvN,UP SHEETLIYOUT,SH ETCONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PV13 INTERLAYER. QUANTITY PER Fac L.13116"LAMI IG:(1)LITE OF 118"OR 3/16'ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7/16"LAMI NGED ANCHOR TYPES CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. x 2.CONFIGURATIONS:OX.XO,XOX a 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. o O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. y n 0 0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. (D a 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. O Z 5.SHUTTERS ARE NOT REQUIRED, z LL -wi `r 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. =W R U ra 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. o U_o o Q +gra ELCO ULTRACON NOA'S eztw ANSIlAFBPA NDS FOR WOOD CONSTRUCTION c r ALUMINUM DESIGN MANUAL Z 8.THIS PRODUCT HAS BEEN DESIGNED$TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). J O 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. O TABLE 1: 1)WHERE SUBSTRATE 81 Anchor Frame Min.Edge Min.O.C. Mtn' CONDITIONS REQUIRE Z w AnchorTypeSubstrate Embedmentor ANCHORAGE FROM MORE N ~O z Group Member Distance Distance Metal Thickness THAN ONE OF THE ANCHOR 2,Steel SMS(Gr.5), Southem Pine(5G=0.55) 9110' 718" 3/8 GROUPS ABOVE,CHOOSE THE o 0 -1 o A (min.of 3 three&beyond All 6083:M Aluminum 3/e" 9110" 118" ANCHOR GROUP OF THE x metal substrate) A36 Steel or Gr.33 Steel Stud 318' Will" 0.045' 18 Ga) LOWEST LETTER FOR ALL g z Jamb .Hollow Block(ASTM C90) 1314" 8" 1-114" SUBSEQUENT TABLES IN THIS O ew7 x B 1/4'Elco UltreConO All Concrete min.285 kal 1" 4" 1314" APPROVAL. NOA DRAWING MAP All Southem Pine SG=0.55 1" 1" 1-3/8" •at Iwo .a•s 1l4'410 SS Elco CreteFlex® All Southam Pine SG=0-M1" 1" 1318" 2)FLATHEAD ANCHORS MUST SHEET ttttt BE#12 TRIMFIT HEAD. GENERAL NOTES.............1 tit Y LYN Jamb Hollow Block, STM C90 2-112" 8' 1-1/4" ?�VCENSLc C 114"410 SS Elco CreteFlex® All Concrete(rNn.3.35 ksi 2-1/2" 4" 1314' GLAZING DETAILS............2 ELEVATIONS.....................3 TABLE 2: VERT.SECTIONS.............4 _*. No.56705 Matedal Min.Fy Min.Fu CODES/STANDARDS USED: HORN SECTIONS............4 _ Steal BCIBW 92 ksi 120 kel •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION CORNER DETAIL..............4 Elco UltteCon 0 155 kei 177 Its! •2014 FLORIDA BUILDING CODE(FBC).6THEDrTION FARTS LIST.......................6 F�C •ASTM E130MO TRUSIONS....................6 'moi. 410 SS Elco CieteRex O 127.4 kal 169.7 kel •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION ' INSTALLATION..................? ��� S........... 6063-T5 Aluminum 16 ke1 22 ke1 *ALUMINUM DESIGN MANUAL,ADM-2015 DESIGN PRESSURES.......6 ��i CONAL tit` 6083-TS Aluminum 25 kel 30 kat •AIS1 S100.12 ANCHOR QUANTITY.......,.9-11 '10111110t A30 Steel 30 k7l 58 kel •NSC 360-10 A.LYNN MLLER,P.E. Gr.33 Steel Stud 33 kal 45 ksl P.E.e 58705 27 3V 27 318" 27 3/8" MAX.DLO —w 54 5116"MAX DLO FIXEDNIAX,DLO --"- MAX.DLO VENT VENT FD D D II FI ri B B lit PRODUCT REVISED } as complying with the Florida Building Code I f NOA-No. 17-0411.06 Expiration bate 12121/2021 I Mtam Product Control j X O X X 0 X I 3R4l17:IJO CNM10E9 TH19 SHEEP. (t! Y tY m O - i' 85 7/16I.F. —"-{ m 110"MAX.WIDTH I.F.FRAME -_�) I "MAX,WIDTH I FRAME 111"MAX.WIDTH FLANGE FRAME 86 7116"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-113) z w C3 csid a v { 1M°° A NOTE: z v SAW 33 9/16"MAX. 33 9116"MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, o DLO FIXEDD DLO VENT z g w r LL Q co 63"MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL z f2 —r A 'I A FRAME NO z - ALL 67 318" I 66" CONFIG. 1 2 F o MAX. MAX. ¢ r� DLO ALL DLO ALL 43 I.F.FRAME _ FIXED VENTS 62"MAX. — �o 'll LITES I.F.FRAME -" a .mr �ws O ( X ALL { CONFIG. `���OXY lYNty,y9/���'e VC *. No.58706 13 FLANGE FRAMEz3 T W e C TE 73"MAX.WIDTH I.F.FRAME--►j ��i S a' -G=�` i 74'MAX.WIDTH FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO a LnuH ntiu EEPR Q.e r.EMee { INTERIOR 37 32 — _ _ 35 22 39 1 22 —..— Q 16 EXTERIOR13 PRODUCT REVISED INTERIOR as co nplying with the Florida 8utlding Code I 21 N80A-No. 77.0411.06 MAX.VENT DLO 4+-- MAX-FIXED DLO - MAX.VENT DLO Expiration oat-1212112021 MAX.WIDTH(FLANGE FRAME) 11411-17 -Product,gxM Control I EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) SHEET.rdO CHAN6E517iL4 MAX INTERIOR17 � T HEIGHT LANGE m �„ t F _ 39 p c O FRAME 00 MAX. N 0 0 VENT DLOn z N 16 zcem w i MAX. FIXED v !� CL txuo DLO ltl o O3� W tL MAX.FIXED DLO -—►# MAX.VENT DLO 43 -1LL 1- O z MAX.WIDTH(I.F.FRAME) ^s j 21 EXTERIOR SECTION A A '� F z (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) N g I 24 a ff vi x&s o = Q o y 8 22 21 41 W�r[NT?ERIOR " t g 7 rou meo j 12 24 EXTERIOR I 12 14\4.�`ON'{SLYII4V `" I EXTERIOR INTERIOR =* No.sams 642 .(�• mow, s:, t SECTION C-C SILL HEAD Sjt71VAL��E �` (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) APEA 68705 �tYoms P.E` !I f 1 TABLE 4: EMM DWG#REV DESCRWIXON MAIL FGT# nmJ DWG#REVI DESCR1?=N MAIL PGW 1 4102 A FLANCEFRAMEHFAD 6063-TEAL 61??37 66 GLASS 13/16"LAMIIGI/8"A IN.,3/8"AIRSPA 5/16"1AMI IMA;.09DPVB,1/8"A - - 2 4025 SASH STOP STD. ANTI LIFI CLM 6063-T5 AL 612744 67 13116"LAMIIGI/8"A(MIN. 318^AIRSPA 5116"LAMI(1/8-A,.090 PVB 118"HS ; 3 #8X3/4PH.PANHFAD 7834AA 68 13116"LAMIIGWA, IN..319"AIRSPACE,5116-LAM U8" .090 PVA WHS 4 4053 SA SH STOP COVER(SA SHSTO 6063-T5AL 69 13/16"LAMIIG3/16"A . 5/16"AIRSPACE,5/16'LAMI1/8"A„090PVB,1/8"A �. 6 4136 FLANGE FRAME SILL 6063-TEAL 64136 70 " 131I6”IAMI IG3116"A 5116"AIR SPACE~5116"LAM1 IM'A,.090 PWB 118"HS 7 4137 SILLADAFTOR 6063-TEAL 64137 71 13/16LAMLIG3116"A 5/16"AIRSPAC&5/16'TAMI VWHS.090P IM 72 13116"LAMIIG1/8"AIN. 1/4"AIRSPAC;7/16"MM 116'A,.090 PVB,3116"4 PRODUCT REVISED 8 4131 ROIIRR TRACTS 6063-T6 AL 64131 ' as eomptyIng with tho Florida 10 71298 WFTP HO1ECOVBR POLYPROF. 7IZ98 73 ^ 13116"EAMI IG118"A . U4"AUL P494 7116"IAMI(3116'A,.090P 3/16"HS Building Code 74 1 13116"LAMII134MAIN. 114"AIR SPA 7/16'IAM 3/16"HS.090PVB 3/16" NOA-No. 17-0411.06 12 1626 ADH MVEOPENCELL FOAM PAD 7PAD1626 75 13/I6'LAMIIG3I16"A 116"AkLSPA 711T LAW 116"A .094PVB3/264 Expiration/Rato1212112021 13 4002 A FIAN(iBFRAMEJAMB 6063-T6 AL 611225 76 " 13/I6'LAMIIG3116'A .,Y16'AIR SPA 7116"LAMI(3116'A,.090PVB,3/16"HS � �� 14 4134 GASKETFORMAmFRAMESIII.TOINT 74I34W/K uy /P�. _ 77 13116"LA.MI1G3/16"A ,3116'AIR SPA 7116"LAM1 16"HS.090 PVB 3116^ Ngam1-o r e Produ.t Control 15 1155 98 X L000 UAD PN.SMS 90 1014 SQtM FRAME 010K&VER 3105-H14 AL 16 4110 G ISCREENADAPTIOR 6063-T5 AL 64110G 91 1630 SC M CORNE&KEY WIRINGS POLYFROP. 3/24/17:CHANGED GLAZING 17 4054 B IMMMETINGRAIL, 6063HD-TEAL M054A 92 1631 SCItFINICORNFRKEYW/OUTRWO POLYPROP, SUCONS. 19 4066 IWSTP.,187X230 FIN SEAL 64066G r96 1073 SCREENSPRNG SM. 21 4105 SASH TOP&BOT'T'OM RAIL 6063-T5 AL 612240 1624 SCREEN SPLA-.135 DIA..FOAM Md PVC j 22 16$3 WSTP. X270 BA FIN SEAL 61683G I635 SCtEERtISPLIIdIE-.I35DIA.HARD FM PVC a 23 225-1 ROISBR HOUSING&GUIDE 421121H SCREEN GOTH co 3 W 14 216 IBRASSROUMWHEELS BRASS 7BRWH12 29 4128 IRORIZONrALROUERSASH TOP GUIDE POLYPROP. 441M 32 4006 D IsAsHmmrmiamm 6063HS-T6AL 64006 (D a z ~ 33 1235 WSTP 17OX270HA FIN SEAL 67S160 O A oo z a 35 1096 ISWEEPLATCH EIM-CAST 71096 = (0 L 36 1016 INX.615PILMSMS 7858 G7 cl u ¢ Is # 37 4126 ISASHSIDERAIL 6063-T5AL 64126 Z a a ao 381683 WSTP 0X270 BA FIN SFAL 61683G 2.624 �tQ 39 7070 1 IBM WEATBERSTRIP.187X275 679ICK 40 1 ILIFTRAILCOMCAP 74078"C'LORR p 41 4139 IF.FRAMBHPAD 3 42 4140 1,F.FRAME SILL 6o63•T6AL' 64140 41 I.F.FRAME.HEAD � roc 43 4141 IF.FRAM&TAMB 6Q63-T6 AL 64141 it4739,8063-T8 Cz 50 CLAZINGSTUCONF,DOW 791,899.995 7700 51 1224 VRML AZNGBFADBUIB 6TP247W 52 1225 VNGUMIGBEADBULB 6TP248K o = J YLo 53 4039 1 B CitAZNGBEAD-5/16" 6063-T5 AL 640398 IF1412 4 F ~ 54 4044 B CRAZNGBEAD-5116"W/GRILLICT 6063-T5AL 644703CL " ? 55 4222 A C$A2a1GBEAD-7/16^ 6063-75AL 64272 3162 56 985 C G3AZNGBEAD-7/16"W/CRILLKIT 6063-T5AL 6985 59 4067 GLAZNGBFAD-13116" 6063 T5 AL 64067 .062 Y L 60 G3ASS 5/16'IAMI U8'A.090PVB,U8'A �"• O 61 " 5116"-JAM I/8"A .rM MM 118"IIS �. \GENgF'•.��/� . Cts 62 " 5116"LAME ll8^lis.090PVB U8"ll5 43 I.F.FRAME JAMB _* Na.5g7e5 63 7/16"IAMI 116 A .090P 3116'A #4141,6063 T6 _ f y 64 " 7116"TAMI 1I6'A .094FVB 3116' $ dPj r W� j( 65 7116"L UZ 3116'HS.090FVB 3116 .710-1 +�.P •. A i 42 I.F..FRAME SILL f�`'SS/ONAt. #4140.6063-T6 'f++t r 11100% ti LYNN MILLER,ME P.Eff 5$705 I F ' X62 1.187 --- 3. 52 1. 73 .062 �1.513� 3 90 1 73 .4 PRODUCT REVISED . as eompiytng.11.the FtoNda 440 738 au% g Gado 1L22 Nan-No. 17-0411.06 Lt7Expirauon Pate 12/21/2021 2.710 �2.710� 1.443-• gy MFam-Da roduct vaho D FLANGE FRAME HEAD FLANGE FRAME SILL (�,FRAME SILL ADAPTER SASH STOP COVER / #4102A,6063-T6 #4136,6063-T6 \ J #4137,6063-T6 #4053,6083-T5 3124/17:NO CHANGES THIS SHEET. Iw-2.784 w g Y z —4--.062462 1.187 � .490 437 �i2 1.383 062 >n aro O E vii N . SASH STOP f 8 ) HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 13 FLANGE FRAME JAMB •x I- w #4025,6f}63 T5 �\// #4131,6063-T6 #40548,6063HD-T6 #4002A,6063-TS L N a cj sa - o � Drag I sZ w .062 2. 79 11� L( 0$ 2.'26 050 1 �3 1. 7 0 �KIZ- Z F !I -678Pi p O I 1.349 1 1.081 �- 1.291+) _ in 1.096 i ;� 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL. 53 GLAZING BEAD,5116" a _ #4105,6063-TS #40080,6063HS-T6 #4126,6063-T5 #40398,6063-T5 y� .050 _1 y��='��,•410EN8F�����i I 050—« 1 678 .878 .050-~- 678 683 .050 _ r No.50705 ' 1.096--{�--«I� /} 1.096 }� ►i 1.115-��—► —1 Y'T 1.097 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7116" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16" o ATE F li,�+✓, #40448,6053-T5 #4222A,6063-T5 #9850,6063-T5 #4067,6063-T5 (USED W/GRILL KIT) (USED W/GRILL KIT) i '• iD1;..'G\ � + A.LYNN MILLER P.6 P.E9Bans SEE ANCHOR TABLE,SHEET I SEE. 2x WOOD BUCK, SEE TABLE.SHEET I TABLE,SHEET 1 NOTE I- 1 318" NOTES: 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS'SEE ANCHOR F MIN. TABLE,SHEET I WHOSE TOTAL THICKNESS IS LESS THAN I 11r. Ix WOOD BUCKS ARE OPTIONAL IF IxWOOD UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS BUCK, DEPICTED AS 2x ARE I 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE NOTE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. PRODUCT REVISED 1/4" as c;om n Building Pfif� MAX 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A nt, -x,with the Florida SHIM MAX. NoA-N., '17-0411-06 SHIM SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILAR TO THAT SHOWN SEE ANCHOR SEE ANCHOR 97 IN THESE DETAILS FOR 2x WOOD BUCKS. Expiration Dot-12/21/2021 TABLE,SHEET I TABLE,SHEET 1 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO DETAIL A DETAIL B CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF Mfam a Product Control TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 3/24117:REVISED NOTES TO 4.O�131"DIA.MIN.X 2112"NAIL AT CORNERS AND 6-O.C.TYPICAL DETAILS COMPLY VMHNEW 1/4" ANCHORAGE.ADDED NOTE 4. MAX. SHIM 1318" 1/4"MAX SHIMSEE ANCHOR MIN. TABLE,SHEET I INTERIOR 52 m: a (JAMB (JAMB DETAILS E,F&1) EXTERIOR A Q1 MIN.EMBEDMENT 0 (9 od 0 SEE ANCHOR SEE ANCHOR-- i to N z TABLE,SHEET I TABLE,SHEET 1 <'I EXTERIOR INTERIOR F"> 0 W -T WTSEE ANCHOR' SEE ANCHOR (HEA SSILL DETAILS A,B,C,DX&H) 3:W .. u A TABLE,SHEET 1 0 TABLE,SHEET I 1� -'r CL tuna T,:, ...k--I 2 SEE NOTE 4 2x WOOD BUCK,NOTE I 1x WOOD BUCK,NOTE 1 515"MIN.EDGE u! U. DETAIL E DETAIL If 0 0 TYPICAL FLANGE FRAME JAMB SECTIONS EDGE z 0 z SEE ANCHOR SEE ANCHOR DETAIL H (HEAD) N uj TABLE,SHEET I TABLE,SHEET 1 < E2 --W 0 0 —j z < • 1/4" 1/4" MAX. MAX �j I N)v SHIM SHIM y 61W MIN.EDGE "...4 ru'! 31 SEE NOTE N IJ SEE ANCHOR 1318 M IN. f No.. 57 TABLE,SHEET I 2-1/2*N LSEE NOTE 4 SEE ANCHOR IIN- TABLE, EMBED --0 -E SEE SHEET TABLE,SHEET 1 2x WOOD SEE ANCHOR TABLE,SHEET I BUCK, DETAIL Q NOTE DETAIL D 2-v2"MIN.EMBED DETAIL I(JAMB) DETAIL G(SILL) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS A.LYNN MILLER P. TABLE 5: !� - TABLE 6: TABLE 7: Maximum Des[gn Pressure,DP(Pet) Akxtmum DeslHn Pressure,DP(psi) Maximum Design Pressure,DP{Psf} GLASS TYPES: XO or OX XOX,113-113-113 XOX,1/4-112-114-- A.5/16"LAMI-(1/8"A,:09D"PVB,1/8'A) ovetati ommu Grass Type owinit owrap Glass Typo Gtemd oue a t macs 1YPa B,5118"LAMI-(1/8"A,.09W PVB,118'HS) Width HeIpM A,B,C,H C,D,E,F,L J,K,L Width He1pM A,B,G,G,H,i D,E,F,J,K,L Width waht A B,Q H D,1 D,E.F;J,K C.5/16"LAM I-(178"H3,.090"PVB,1/6"HS) 3 + ,0 750 +75.01.75.0 4fr +00.0 0.0 +75.0(-76053-1 +8010 +810 -ems +75.07-5,0 D.7/16"LAMI-(3/16-A,.09WPVB,3/16"A) 40• +75.0/-76.0 r7 0l-76.0 63-118• +60.0/•80.0 +75,01-76,0 60" +80.01.8x.0 +60.0!•80.0 +76.01-76.0 E-7/16"LAMI-(3116".0,.090"PV8,3116"HS) +78.01-76.0 +75,0 •75. ST +6Q,01.80,0 +75.01-75.0 74• +Ba,o-16m0 40.01-6D.0 +76.01-7810 F.7/16'LAMI-(311(r HS,-090"PVB,3/16"HS) Co'- 26" +76,01-75.0 +75.01.75.0 1 88" 26' +60.01.60.0 +76.0/-75,0 64' �. +eo.o/-60.0 +00.01.80,0 +76.01-75.0 G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),511W OR 3J8" SB +75.4175.0 +75.0+75.0 T4 48O.OI5bVQ +75,01-75.0 DS' +60.0/-MO +610f-Me +Yr%O/-75,D SPACE,5116"LAMI-(1/8'A,.09WPVB,Ifa-A) PRODUCT REVISED 72' +75.01-75,0 +75,01-75.0 04" +60.01.80.0 +75,01-75,0 100378' +810I MO +60-0/-60.0 +75,01-75.0 H.13!16"LAMI IG-1/8"OR 3/18"A(MIN.),5/16"OR 3/8" P ODUCT E S Florida 74' +76.01-75.0 +T6.01.7S.o 5871!8- 48101.00,0 +75.01 75.0 lob• +8101.60.0 +60.01.%% +7"1-?S.0 SPACE,5116'IIG-1/8"AMI-OR 311W A"PVB,1116 0ut-m Coda 3T +75.0/•76.0 +75,01.75.0 48' +80.0/80.0 +75,0/-75.0 111' +60.01.800 180.0/-80.0 +75. 176.0 I 13/16"LAMIIG-118'OR3/16'A NOA-No. "17-0471.06 4s +76.4(75.0 ++541x64 cars +sa.ptBa.D +75.0+75.0 531!8 +50.x/800 +800180.0 +7@.0175.0 (MIN.). 318^ 63.1!8" +73.01 79,0 +76.01-75.0 BO• +8x.0 16-0.0 x76.0!750 ' *8.001.800 +80.0/-60.0 +76,0175.0 SPACE,6716"LAMI-(1/$"HS„090^FVB,i/B^HS) Exptrattoo Data 12121/2021 80' 38' +76.47 75.0 +75.01-75.0 66• 36' +80.0!-00,0 +75.0175.0 la• +8.00(50.0 +80.01.60.0 +75.01 75.0 �.13116"LAMI IG-11$"OR 3/16"A(MIN.),3116"OR 114" g 86' +75.01-75.0 +75.01-75.0 74' +80,0150.0 +76,0/75.0 �- 460.0 'no +60.01510 +750176.0 SPACE,7116'LAMI-(3116-A,.090"PVB,311WA) Y e8' +80.01 Sp,0 +80.01.60,0 +75.0/-75.0 mi.. 0 P uct Control TT +750!-TSA +75.01-760 04• *@gAlStl.O t75.a(-75.0 K.13116"LAMI IG-118"OR 3116"A(MIN.),3116"OR 1/4" 7a' +76.0/x5.0 +7s.olaa.D Ss71t6• +00.pr80.a +75.01.75.0 106318 +80018.00 +s0o/6a.D +75,01x5.° SPACE,7116"LAMi-(3116"A,.090'PVB,3/16"HS) ST +75.0/•76.0 +7601-75.0 411" +0101-0.0 +75.01-76,0 108' +60.01-60.0 480.01.60.0 +75,01-75.0 L• 19!16"LAMI IG-118"OR 3116"A{MIN.},3/16"OR 174" 384/17:UPDATED TABLE QB• +75.0!76.0 +75.01.75.0 63.178• +6x.0180.0 +78.0/76.0 tit" +60.018.00 +80.ar-SO.D +T6or•7&0 SPACE,7/16"LAM[- 3/16"HS„090'PV8,3/16'HS 53.11@' +7SA!-75.0 ;75.01-76.0 6D' +Stl.O/•ed.0 +75.0776.0 63•U8' +60.01.810 4810/.80.0 +78.0!75,0 ( ) 80' 38318' +75,0/75.0 +75.01.760 118- 58-318• +@0,0!•84.0 +78,0175.0 ex +80.07.80.0 +610(.804 +78.0175.0 - 88' +75.01-75.0 +7s.0/-75.0 74" +80.01-60.0 +75.01-75.0 74" +60.01-me +60.0150.0 +7501-75.d 72' +76,01 76D +78,07 75.0, e4" +WO1.60.0 -75.01 75.6 3g3r8- +80.01 Sp.D +010150.0 +75,01-75.0 _ 74' -75.01-76.0 +75.01.76.0 @87/16' +60.01-W.0 +75.0/-750 88' +64.0 J•80.0 +50.01.80.0 +7801-75.0 3T +75.01- 9w- z 3 760 +7&OJ-76.0 +60.0130.4 +75,0176.0 1 � *�-01.80,0 460.0/-80.0 +75.0/-76.0 48" +75.0/75.0 +76.01.75.0 59-1/8' +80.0/-60,0 +78.0175.0 1w. +00.07.80:0 +6001.818 +76.0/-76.0 O O . 53-t/8' +75.01-750 +75.01.75.0 8D• +60.0/-6O.0 +75.0/06.0 111" +80,01.60.0 +80.01.80.0 +TEO 1-75,0 0' Bo' 48" +76.Dl-76.0 +75.01.75,0 SB' 48• +50.01.00.0 +75.0 t-750 53-1!@" 184,0150.0 +8101.80.4 178.01-75.0 0wD 68' +75.07 75.4 +75.dl-75.0 74' +80.0/SOA 175.0!-7814 +60.0/-80.0 480,07.80.0 +75.0175.0 72• +78X/-75.0 +75.01-75.0 64' +60.0130.0 +75.01-76.0 74' +80.0/50.0 160.01 50.0 +75.01 75,0 W N 74' +75.01.76.0 +75.0/- 04• 460.0!-80.0 +80.0150.0 +7SA/-750 iJy, Q+ ' d' 75.0 .7/18' +1110/-60.0 +75,01-75.0 ew 411' rs 37• +75.01-75.0 +76.01-75.0 46' +W,0I50.0 +75.01-750 +80.01.80.0 48007.80.0 +7&D!-JSA =W ra 411' +75.01-76.0 +75.0!75.0 53-1t8' +60.01.60.0 +75.0/-TSA 108a�@' +6010/-wo +60.014M.0 +7601-75.0 F8 0 �N 53.818` +75.01760 +7601-75.0 Sa' +6a.0I80.0 +75.0175.0 1W- +80.0/50.0 +�.0/-600 x75.0/-76.0 Z a $� R 8610 50.5!8• +75.0/-75.0 +75.0%75.0 80" 60519" +80,0/30.0 +75.01.75,0 111' +60,01.60,0 -60,01.80,0 +75.01-76.0 o tti �� 53-t/8' +60.0/-MD +6p a/-00.0 +75.0/-75.0 ? 88' +75.01-75.0 +78.01-75.0 74• +8Q,a/50.0 +760f-mo 60- +80,0180.0 +80.0150.0 178.0176.0 Z fY r i 72' +76.01-78.0 +75.0!•76.0 a4' +60.0(8010 +76.0/-750 fT4 +60.0/50.0 +80.0/-80,0 Nfi0/75.0 J O a' +764(750 +75,01-750 0&7(1@- +$0.0!$0.0 +76.0t-760 LL ��� *60,01510 +0101 SQo +76.0175.0 J+ +75.0/•75,0-75.01.75.0 +75.01750 63-118" +8101$0.0 +75,01-75,0 +6041-•60 0t80.0/•80.0 +750/-76.0+SAO!-800 +80.01.MO +76.0/-75.07-75.0 +75.01-75.0 80' +611,0 J-mo +75101-T5.0 +60.0150.0 +00.0/-150.0 +75.0/75.0 64' +760175.0 +7501-760 116" 64' +80,01.60.0 +75.0!75.0 +80.01.80,0 +80.0150.0 +760(-75.0 #e' Z O I 68' +75.0/•75.0 +75.01-760 74' +6010/50,0 175.0/-76.6 53.1/8• +60,0/810 +aO 01-60.0 ;7601-75.0 O W Z j 72' +75.01.75.0 +75.01-75.0 04' +60.0-10.0 +75.0/75.0 ti0" +60.0!•00.0 +80.0/510 +76.01 75.0 W Ams 74' +75.01-T60 +75,0176.0. 88.7116' +60.0/40.0 +75.01-75.0 Ta' +80.07 SpA +60.0/56.0 ;760/•760 K 3T +76.0/76.0 +76.01-75.0 40' +Bo.O/•80.0 +750/-76. Ba• �• -.15.0-760.0 +604/•e0.0 +7601.75.0 o O a. 411' +78,01.76.0 +•75.01-7fi.0 53-tt@" +50.0/-60.0 +760175.0 86• +80.613x.0 +810!•610 _+75.0/-76.0 z 63.18" +75.01-75,0 +75.0175,0 ev +80.01.84.0 +75.0!-75.0 1063/8' -00,0/•80,0 +00.01.80.0 +760/-75.0 ' sd 60 +75.0!750 176,01-750 86 e0 +50,0!50.0 +7501750 106' +60.01514 +80,01.60,0 +7601-7S.0 U 1 Ui = 88' +742/-74.2 +75.0175.0 74• +6010/50,0 +76.0/-75.0 111" +59,51.64,5 +60.0/•SAO +7601 75.0 ¢ j 72' +eeot59.6 175.41-760 84' rWdtSQ.q +75.01-75.0 53.18' +80.01.84,0 +00.0/SOA +750/-75.0 NOTES su e+a ! 74' +@@.i 1•@8.1 +76.0/-5.0 06-7116' +M01.80.0 +76.0!76,0 6D' 480,0150.0 +80.01•80-0 +75.0/-760 37' +75.01-75.0 +?5.0/75.0 411• 180.0/SOX +760/-75.0 74' +6101.810 +BpA/-800 +75.01-75,0 1)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER 111+1111 l 1111 1711 48• +75.0/-75.0 +75.01-75.0 53-f!@' +80,0150.0 +75.0/•76.0 84' +60,01�810 x80,07.80.0 +76.0%•75.0 \t YL`r� 1 6D" WINDOW IN TABLE. 53.18' +75.01-70.0 +75.01•76.0 BQ' +80.0!•80,0 +76.0/•75.0 e6' +66@I FBA +800/50.0 +750/-760 �.....,/♦,1�� 50• 83' +7601-75.0 +75.0!75.0 88` 83` +8101.810 +75.01-75.0 108318' +65.2161.2 t6a.0t50a +76,4!75.0 `''t1�:'4iCEN$ •,1 i 68' +7021-702 +75.01.75.0 74' 4810!-80.0 +75.01-75.0 106' +64.8/54,0 +80.07.80.0 +78.01-75.0 2)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN Q•:' ,`(�'" Tz• +65.2! +Ts.atfi.a Ba +MoISQo +75.01-760 111' +saB 53.8 +60.ot5a0 +7801-76.0 WINDOWS,SUBTRACT I"FROM TABLE SIZE DIMENSIONS. *. 110.68705 74• +83.81.630 +75.0176.0 BB•7r18' +6101 SD.0 *76.0775.0 53-1/@• +81,01.810 +SQo/.60.0 +75.07.760 71C= FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10, 64' +60.01.64.0 +60,Qt5D.D +i6.o/-75.0 3}FOR INSTALLATION IN THE HVHZABOVE 30 FT,GLASS 11 - 74 +eD,orSo.q r6Ao(SD.D +750/.76,0 TYPES G-LSHALL HAVE ATEMPERED I.G.GLASS CAP. ; Z �= Be M+-. .-.'2 +@001510 +76,01.75.0 �} 101 i 63BOTH THE DF AND ANCHOR QUANTITY REMAIN � '• 5107E P 96' +6101.60.0 +7601.76.010838" r8d.0/SOX +75417UNCHANGED.5.0 1111• +60.01.60.0 +760.01-00.0 01x5.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.//�444 `R"``� A.LYP.15 0 58705,P.E. FOR ANCHORAGE SEE SHEET 11, P,E.a SaTos i 1 , s TABLE B TABLE 9: Anchor QuautWe9`XOaCOX_ _ _ Anchor Quantities,XO or OX - TABLE KEY:. With Class Types A,a.Or G,H a I wNh Glass Types 0,E,F,J,K a 1 O X - --- OJItOi Oma4 ArdwOtamA;I AnchxGm a Aichor Caw G Oaeraa Oaeme AmharGimpA AmlwrOm+pB Amh*rCawpc 1+C2+1 3 ANCHOR QUANTITY PER JAMB With fkW Hard S SII Jamb Head&W Jamb Hmd&6I9 Jnab Mal Helam Head&sf2 Jamb Hced a SIN Jamb Head 6 519 .Iamb 37• .1+C2+i 2 1+Cx+i 2 1+C2+1 z 3r i+C2+1 2 1+422+1 z 1+02+1 2 i HEAD AN D SILL ANCHOR QUANTITIES 40' 1+421+1 2 -1401+11 ""'2 t+422+1 z 4s' 1+422+1 z 1+422+1 '2 f+cz+t z L-- A CLUSTER OF(2)ANCHORS 53.1!8' 1+42,2+1 2 1+C2+t 2 1+CZ+1 2 53-1/W 1+c2r1 2 1+02+1 2 1+422+1 z CENTERED ON THE MEETING RAIL 23' 1+02.1 2 t+422+1 2 -s+t2+ 2 as, 2s• f+cz+t 2 t+cz}f z "i+cnt 2 PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED 60" f+(2+1 2 1+(2+1 2 1+02+11 2 08' 1+C2+1 2 1+0241 2 14CZ+1 2 2+ VENT AND FIXED SECTION. (4) as complying with the Florida 722+(:2+2 2 t+C2+t� 2 1+02+1 2 72' 2+02+2 2 1+02+1 2 1402+1 2 Bulldfng Code 74' 2+0242 2 S+C2+1 2 1 T+02+1 2 7a• 2+C2+2 2 t+02+1 2 1+02#1 z ANCHORS TOTAL AT HEAD AND SILL, NOA-N.. 17-0421.06 3r 1+(2+1 2 I+C2+1 1 2 f+422+t z 3r 1+C2+1 2 1+C2+1 1 2 1+02+1 2 Expiration aate 12(2112021 413" 1+42M 2 14422+1 1 2 I+C2+1 2 98' t+a+i 2 t+cz+t '2 1402+1 2 (4"MIN.O.C.ANCHOR SPACING) 53918' I+42+1 '2 1+C2+1' 2 ..1+{2+7.. 2 53418' i+422+1 2 -t+02+1 2 '•i+CZ+t z By ..^�� """— Mfami-a Prodact Cnnfiol W 30 1+Q+1 x 1442+}.. z 4+42+1 2 or 36 1+01+1 2 -1+C2+1 2 1+C2+1 2 �«-�18 3/4"MAX. 0B' 1+02+1 2 i+42+}, 2 1+42+1 2 00• 1402+t 2 1+C2+1 2 1+C2+1 2 —.j �..,-4"MIN.,10-112"MAX. 72' 2+02+2 2 t+422+1 2 1+02+1 2 7T 2+422+x z I+C2+1 z t+422+1 2 3!24/17:UPDATED TABLE a 74• 2+12+2 2 1+422+1 2 I•C2+1 2 74' 2+12+2 2 1+422+1 2 t+C2+t 2 9"MAX. ELEVATION. 3T .I+(2+1 2 9.C2+1 2 1+1;2+•1 2 3T 1+02+1 2 I+C2+1 2 1+422+1 2 X O 46' i+t2+1 2 S+C2+1, 2 I+C2+1 2 40' I+C2+i 2 1+C2+1 2 1+C2+1 2 531/0' I+C7+f 2 1+C2+1 2 1+42+1 2 03»Ve" f+C2+1 2 1+02+1 2 i+C20 2 tIp 30&'9' 1+12+1 2 1+¢+1 2 t+422+1 2 str 39-W t+C2+1 2 f+cz+i z � t+C2+1 z MTG.(Z41L Q Y S 6a )+i2+t 2 t+422.1 2 1+4x+1 2 69 t+C2+1 2 1+02+1. 2 1+422+1 2 EXAMPLE.CLUSTER W1 QTY.OF(2)ANCHORS �� 03 ""t 72' z+Ci+x 2 1+C2+1 z 1+42+1 2 7T 2+C2+2 z t+Ct+t z 1+02+1 z o o 1 74' 2+42+2 2 I-C2+1 2 1+47++1 z 74• 2+02+2 2 1+C2+1 2 1+02+t 2 (SHOWN IN TABLE KEY ABOVE) 3T 1+511 3 1+42+1 3 T+C2+/ 3 37, 1+Q+1 3 1+02+1 _3 i+C2+1 3 40• .1.[2+1 3 f+42+1 3 1+C2+1 3 45' I+C2+1 3 I+C2+13 1+C2+1 3 0r 53.1!9' 1+(2+1 3 1+12+1 3 ..t+C2+t 3 03.1!8' 1+C2+1 9 1+02+4 3 11+422+t 3 2[�C3 W �' { 1+C2+1 3 1+:M+1 3 I+C2+1 3 5e' 48• 1+C2+1 3 1+02+1 3 1+CZ+1 3 0a' 1+C2+1 3 i+C2+1 3 ,..t+C2+1 3 60' 5+422+1 3 t+C2+i 3 '1+02+1 3 72• 2+Q+2 3 }+42+1 3 trc2+1 3 72' 2+02+2 3 1+02+1 3 1+CZ+1 3 oN 74' 2+CII+2 3 1 1*422#1 3 14¢41 3 74' 2+02+2 3 t+C2t1 f 9 t+C2+1 3 _ '94 37' 1+(2+1 3 irQ+1 9 f+C2+} 3 37' I+C2+1. 3 1+01+1 1 3 1+02+1 3 4a' i+C2+1 3 1+42+1 3 1+Ch1 3 45• f+0241 3 1+02+1 3 1+02+t 3 Z o 53.1IB' t+C2+1 3 i+(2+f 3 OC2+1 3 5&110' 1+02+1 3 1+C2+1 3 1+C2+1 3 u J tLL J 50510' I-C2+1 3 I+CZ+1 3 }+Q+1 3 00' 06515' t+t2+i 3 1+C2+1 3 1102+1 3 0 08 1+03+9 3 I+C2+1 3 1402+1 3 n C2+1 3 TV -2+03+2 3 t+C2+l 1+12+1 3 H- Q 72' 42+3+2 3 1+C2+t 3 i-U+i 3 TY 2+C3+2 3 SH2+t 3 1+C2+ wa 74' Z+(3+2 3 5+422+4. 3. S+ ..1 3 ,Q' i- x 3r 1+".2+1 3 1+CZ+f- 3 I+C2+1 3 3T 1+02+1 3 1+C2+1 3 t+C2+1 3 NOTES 48" ,I+C2+1 3 1+C2+1 3 1+02+1 3' 40• }+C2+1 3 I+C2+1 3 1+02+1 3 N 53VB' I+C2+1 3 1+i2+1 8 I.(2+1 3 53.1!0• t+C2+i 3 1+C2+1 3 "'t+422+t 3 1 j WINDOW DP 1 ANCHOR QUANTITIES ARE BASED ON THE a +Fs 86' 54• 1+C3+1 3 1+(2+1 3 '+02+1 3 or s4• t+c3+t 3 t+C2+1 3 "t+c2+i 3 FOLLOWING DIMENSIONS: O x 423 0 6fs' f+0+1 3 1+02+1 3 1.02+1 3 o• 1++031+f 9 t+C2+1 3 ""1+cz+t+t 3 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF 72' 2#(3+2 3 1+02*1 3 - 1+02+1 3 7z- 2+03+2 3 1402+i 3 1402+1 3 MEETING RAIL CENTERLINE. > U fY , 74" 2+c++2 3 1+¢+1 3 1+C2+1 3 T4• 2+03+2 3 t+¢+f 3 1+02+1 3 18 314"MAX.FROM CORNERS. Q = 3r t+C2+S 3 f+422+1 3 1K2+1 3 3r 1+02+1 3 1+422+1 3 1+02+i 3 JAMBS: 9"MAX FROM CORNERS AND 22 112" -am „,0 ,s, { 40' 1+0+1 3 1+02+1 3 1+C2+1 3 46' t+C3+1- 3 t+C2+i _3 I+c2+i 3 MAX.O.C. ad g evF11.1"11 3 1+02+1 3 1+07+1 3 e0 ed »422+1 3 tt¢+1 9 7 1241 3 2j FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER .�wQNY I YiVN 88' 3 1+020 9 1+C2#1 3 e0' 1+03+1 3 f+C2+1 3 1+C2+1 3 WINDOW IN TABLE, •72” 3 1+a+1 3 4+02+1 3 T2• 2+©+2 3 t+422+10 1+C2+1 3 3 1+12+1 3 t+17+1 3 T4• 2+423+2 3 i.C2+1 3 I+C2+1 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN _=*r NO.58705 3r I.C2+1 3 1+47+1 3 f+C2+i3 37' I+C2+1 3 t+C2+t 3 t.0z+1 3 WiNDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 1k J 40" 1+03+1 3 f+42+1 3 f+C2+i 3 40• 1+C3+1 3 t+a2+t 3 t+422+1 3 '_� ,g f �` 5&vr 1+C3+t 3 I+C2+1 3 —"i+C2+t 3 s3 tie 1+03+1 3 I+C2+1 s11+02+1 3 4)FOR INSTALLATION iN THE HVHZ ABOVE 30 FT,GLASS =p'•, yT 60 #1fI' 63' S+423+t, 3 1402+1 3 T+(2+t 3 e6• 83' 1+Ct+1 3 t+C2+1 s 1+C2+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. f i '4YORipP•.•'' 88 1+01+1 3 t+r1+1 3 1+01+1 3 00' i+i3+t 3 1+02+1 3 'i+c2+t 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN '�S' T2" 2+03+2 3 1+12+1 3 1+C2+1 3 72' 2+09+2 3 1+02+1 3 f+C2+t 3 UNCHANGED. ���:�JaNALltE�1`1 } 1+421+1 3 1+42+1 3 74• 2+C3+2 9 1+02+1 3 1+02+1 3 f� 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYNN MILLER P.E. P.E650765 ' i TABLE 12: ------- TABLE13: Anchor Quantities,XOX,114-1/2-1/4 Anchor Quantities,XOX,114-112-114 with Ciao*Types A,B,O,0,H&I' W"h Glass Types D,E.F,J,K&L TABLE KEY: 0-e3 0-0 Arc-ftpA Amhm3maplt Aaahm0.wC O.1d ani A-herc A Anoka-"marpe AmhmC,m,F0 X O X - Width MgM Head a SWI Jmrt, Heed a SAI Jamb Hmd a Siq JevM Wtlih Helpht Head 6 610 Jamb Head d 0WI Jmab Head s SN Jomb X - -avr f2-1 2 + - 2 a +C2+1 + n 2 +02++sx+t a + a 1+02+2+C2+1 3 ANCHOR QUANTITY PER JAMB 67' 1+62+17 1 2 1+62+1+62+1 2 1+C2+i+CLt1 2 60• 1+62+1+02+1 2 1+ga1+C2+1 2 1+Ca+t+q+t z 74. i+CS-2102-1 2 i+C1x+i+C12-1 2 11211+2+1 z ae t t2+2+C2+1 2 t+C2+1+2.t'Z i�C2+1rc�1 2 HEAD AND SILL ANCHOR QUANTITIES 7W-- 2r 1+Ca+2402+1 2 1+(2.1+2+1 2 tt02+ttC2+t 2 er �' +2+2.2.1 2 t+2+a+C2+1 .2 1+C2+t+ +t 2 ACLUSTER'OF(2)ANCHORS CENTERED toa36 lfq+z+2+1 a 1+2.1+C2+2 2 1+2+t+C.2+1 z taeaff .2+2+2+1 2 +2+z+2+1 2 1+g,1+CZ+1 2 ON EACH MEETING RAiL PLUS(1) PRODUCT REVISED for 1+2+z.q.t a t+q«1+2+1 z 1462 1+q+ x toe• 1.2+2+02+1 2 t+2+2+2+t 2 1+2W=+1 z ANCHOR AT EACH OPERABLE VENT as eomplyfng with Ino Florida ttt• i+gt2t2ri 2 S+2t aCZtt 2 1.62+.211 2 if' f+02+2+2+f 2 1+G2++^t2+1 2 1+02.1+2+1 2 Building Coda 163W 1+1 Mi+q+1 Z 1+2+1+02+1 z 1+2+1+211 2 siva t+Cz+1+2+i 2 1+2+1+2-t z 1+r2+t+T2w z PLUS(2)ANCHORS A7 FIXED SECTION. NQA-No. 17-0414.06 t+2++02. 2 t+2++2+ z t+2+1*2ft z 0P 42+142+l 2 t.2+1+2+1 2" 1+C-1+02+1 2 (8)ANCHORS TOTAL A7 HEAD AND SILL. 74_ 1+C2+2+2.1 2 1+C2+2+02+1 2 1+c2+1rgN 2 100a16• t+02+3+q+ 2 i<2+2+62+1 2 +1+ ata 12(21/2421 ar 3r +fes+i 2 (4"MIN.O.C.ANCHORSPACING) lra0a��a 47-02+i x _1+Q2+x+2N 2 t+CZ+1+2«i 2 '1+2+1+2+1 3r 1.2aa+2tt 2 1tS2+2+02+1 2 1 +nq+i 2 MFamt-0a ..duct Control1+Cx+2t2+1 2 1+02+1+02+1 2 1.022+1♦C2'2'+1 2 ST I+Cx+2+2+1 2 i+c2.RFt 2 i+2CI."t+C2+2+C2tl 2 i+grZ+02+1 2 t+c2tt+q+1 2 1!21• S+C+3+02+1 2 f+C2t2+G2+f 2 1+62+2+C2+1 2 2+j 3/Q"M/J,X, 1+02+2+2N 2 1+C2+2+C2M 2 1+02+1+2+i 2 111' i+C2+3a2+1 2 1+2a2+2a1 2 t+2+Za2+1 2 - W-110' 1+L2+1+2+1 2 1+C2+1+C2+1 2 1.gt1.C2+1 2 63-14W 1+02+4+02+1 2 1+02+1+q+i 2 i+C2+1+02+1 2 F--4"MIN.,10.112"MAX. 3124117;UPDATED TABLE& I }+C2+t-W-t 2 142+1f 2.1 2 1402-1+C2rf 2 or 1+2+1-2+1 2 taM+1+02.1 2 i+C2+t+02+1 2 .....LLL_.. ELEVATION, 74• i+q+t+q+1 z. f+q 02 +t+C2+1 2 1+(7+1+C2+1 z 74• 1+ .2+02+1 z 1 hq+1+ga1 2 1+02+7+62+1 2 9"MAX. X O X b4• �, 1+2+2+2+1 2 t+2att2+t 2 "i+2+1+2rt 2 s4• 30-3+0„ 1+C2ea+02+1 2 1a2tt+C2+1 2' 1+C2+t+02+1 z er 1-0-2-q+i 2 f+C2+1+C2+1 2 1+C2-1+CZ+i 2 36' t+2.2+62+1 2 1.2.2+201 2 1+2+1+C2+1 2 1003'1' 1t212t2+1 Z S+CZ+2+{2ft 2 .1+62+1*C2+! 2 }00:4'6' StC2+3+2+t 2 1+CZ+2+q+i 2 1+t,Y+2+C2+1 2 ty '0 2 ' 105 1+02+2+02+1 2 t+C2azK2+1 2 i+C2+1+q«1 2 !Oa• t+C2+3+02.1 2 f+C2f2+C2+t 2 t+C2+2+02+1 a MTC.RAILS TYP. S x 1.alJ 111• 1-C2-2+2+1 2 1+2+2+2+1 2 7102+}+C2+1 2 lit, t+02.3tq+1 2 1.C2+2+CZ+f 2 1.C2.2+c2+1 2 y"f" .631/0• 1+2+1+2+1 3 i+C2+1+C2+1 3 1+q+l+c2+1 3 1 03.115 1+02+1+Mi 3 1+C2+1.62+1 3 1+02.1+02+; 3 �+• Q o 0I or i+C2+1+02+1 3 i+22 +1+ fl 3 1+2+1+q+t 3 6a• 1*=-I+Ct+t 3 1+02+1+C2+1 3 1.02+t+C2.1 3 EXAMPLE CLUSTER W/QTY. (1) O 74• 4r 1+0211+02.1 3 1+2+142+1 3 1+C2r1+C2+1 3 100x18• 7+2+3«0x.1 3 t+C2+2+2+1 3 1+C2`-+1 a OF�2}ANCHORS 1+C2t cz' O s4' HC2a2+2N 3 1+2+1+02+1 3 7+2+1+62+t 3 s4' �, 1+02-2+2+1 3 1+02+ta02+f 3 1+02-1iCN1 3 89 1+242+2.1 3 i+CZ+2+2+t 3.' 14C2+1+C2+t+t 3 OS t+q+3+cbi 3 112+z+C2+i 3" +}402+1 a (SHOWN IN TABLE KEY ABOVE) �y u w 1t103�8' f-62+3+02+1 3 1+62+2+(2+1 3 1+2+ 1+CZ+2+2+1 3 -,f t for 1+2-3+02x1 3 i+62+2+2-1 3 l.W+1+C2+1 3 W 1+C2+3+C2+1 3 1+12+2+C2+1 3 t+C2.2+C2+1 3 U V a Ra 1~a tg j Ni• 1+Q2+3+02+1 3 t+q+2+C2+1 3 1+02+1+q+1 3 lit, 1+02+3+02+1 3 t+C2+2+C2+1 3 1+02+2+02+1 3 W-•O at] uaM va ' 53+710• 1+12.1+2+1 3 1+Crit-C2.1 3 1+2-1+C2+t 3 63 uw t+C2+1+2+1. 3 1+02+1+C2+1 3 1+2+1+2+1 3 a+1u 2j or 1, + +1 3 I+CZ+1+ +1 3 t+ +1402+1 3 0P 1-C2+1-02+1 3 1+2+142+1 3 1702+1+2+t 3 r T4` 1+2-1+271 3 1fC2s1+02+1 3 f.M+t+C2-} 3 T4• 1+=+2+02+1 3 1-C2+i12t1 3 I-2+1+211 3 rC Z ti• LL 04• Cb69° fat+2+02+1 3 1+q+1.C2+1 3 1.C2+i+C2+f 3 0a• goag f+gt2+qfl 3 J42 q +itC2t1 a t+ +t+02+1 3 08' 1.02+2+02+1 3 1+2+2+621! 3 ttq+tt2+t 3 e5 1+02+3.C2+1 3 t+2+2+C2+1 3 1.C2+1+CZN 3 J .4 100x15 2 + ++ + 3 •" 100• 112+3+2+1 $ }t2+2+t2+1 3 fr2+Nq+} .3 low f+63+3+03+i 31r2+2+q+i 3 1+2+z+602+1 -3 53"itr 1+2+1+2+1 3 1+21+2+1 3 t+2+t+CZ+i 3 03.115 ;+02+!.63+1 3 1+2+1t¢tt a 1+2 r 111• 1+2+3H2+1 3 1+2.2+2.1 3 1+CZ+2+271 3 111' i+C3+3+Ca+1 ..3 i•2a2r2N 3 1+62+2a2r1 3 n:2+i 3 NOTES m t+2+1+0241 3 142+1+2+1 31101+1+2+1 3 e0• 112-1+02+1 3 1+C2+1+2+1 3 IfM+i+c2+t a X 1 74• 1+2+S+C2+1 a f+C2•1+2+i 3 t+C2f1+2+t 3 74' 1+2+2+02+1 3 7463+1+2N 3 1+Oz.1+2N 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE O oleos W 1+02+2+2-1 3 1+2+1+C2+1 3 1+2+1+2+s a a4• t+2f2aC3+i 3 142+.2+1 a t+2+i+2+t 3 u, fir ea FOLLOWING DIMENSIONS: 66' t+2+2+2.1 3 1+2ra+2+i a �1+2+tt2+1 3 e5 f+Caa3t0a+1 3 142+272.1 3 1+02+1.02.1 a O T � O HEAD&SILL:101!2"MAX.ON EACH SIDE OF Iolal. 1+�x+3.2+i 3 t+t�+2+2+i 3 t+2+i+2+1 3 106315 1103+3+03+1 3 1+2+2+62+1 3 ifga2+C2a1 3 ter 1+02-3+2+1 3 1+2+2+2+1 3 1+2+1r2+1 3 1W5 t+C3+3+2+t 3 1+2+2+2+f 3 1+2+2+C2+1 3 MEETING RAIL CENTERLINE. Q z 11P i+02-3a2t1 3 t+2+2+2+1 3 1+2+2+2-1 3 tit• f+a 3+C3+t 3 t+q+2.2+1 3 1+2t2+C 2+t 3 25 3/4"MAX.FROM CORNERS. 53U5 t+2+112.1 3 1+2+1+2.1 3 1+2+1.C2+1 3 63113• t+02.1+02.1 3 }+2.1+2«1 3. i+m+t+2+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2" or 1.211+2+1 3 1+2+7+'2+t 3 f+2+t+C2ti 3 ov 1+C2+t+02tf 3 1+2.1+2+1 3 t+gat+2+1 3 MAX.O.C. T4• 1+2-142+1 3 7+2+1+02+1 3 1+2+1+C2+1 3 >4' f-C3+2+C3+1 3 f+2+1+2N 3 l+2+1+02+t a 1j a4• 1+2+2+2+1 3 1+2+1+2+t 3, 1+2+1+2+1 3 or 1+2+2+02.1 3 1+2+t+2+t 3 t+ca+l+cz+t 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER .�i111NY1LY(1t 00• uc3+x+c3.1 a f+2+z+2+t 3 tai+NCZt�' 3 6r t.C3+3+C3f1 3 1.02.2+2+1 s 1�2«i++32+t a WINDOW IN TABLE. ,,^.`,��+fl,..•....N+Si5 '•., 10$3'0• t+Cft3+Cd+1 a 1+2+2tC2+t 31+2+1-12+1 3 200370• i+C3+3+Ca+/ 3 1+2+2+2+f 3 tr2+2+C2+1 3 y5� i,10EN,g�•.,l�C/ r 106' 1+03f31C3N a 1+2+2+2+1 3 1'. C2+1+2+1 3 100• 1+C3+3-03+1 3 1+2+2-C2+1 3 I+Cz+2+2+1 a 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN '•fid 1+2+3+2+1 3 t+Cx+s+2+1 a 2+x+62+1 3 ttl• 1+C3+3-2+t 3 ire+aft+1 3 1+2+2+2+1 3 WINDOWS,SUBTRACT 1"FROM TABLE SiZE DIMENSIONS. _�*: No.N705 63.1/r 1+2+1.2tl 3 t+2+1.2+1 3 2+1.2+1 3 831!3• 1t2«t.2+1 3 t+2+1+C2+1 3 1+02+1+2+f 3 or 1+2+1+2+1 3 1+12+1+02+t 3- 2+112.1 3 sr }+C3'1-Ml 3 1+2+i+qy 3 t+C2+s+C2+1 3 74' 1 3 t+C2-1102+1 32+1.2.1 3 T4• 1+W-2-63+1 3 i+2+i+2+1' 3 1+02.1+2+1 a 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS as 1+0 13i+C2+i-2-t 3 +2211+22+t 3 64 t+p+2+13+1 a 1+2+1+2-1 1-2+1-c2+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. P ' STATE O (40 a t+2+2+2+1 3 2+1+2+1 3 6r 1+C3+3-C3+t 3 1+2+x+2+1 3 1.02+7:2.1 3BOTH THE DF AND ANCHOR QUAN7fTY REMAINORiDPS .. `�13 M+l+2t4 3 10638' 1+C7313+C3-1 3 4+2+a42rt 3 1+2+2+211 3 UNCHANGED. �� �`for i.gt a 1+212+02.1 3 2.s+2+i 3 for t+63.3.63+1 3 1+2+a+2+i 3 1+2+2+02+1 3 tl1ONA1-1m• 1+61 3 1+Cx+2+2+t 3 2+2.ca+t 3 -iTr- t+c3rarc3.t 3 f+2+2«2+f 3 1+2.2+2+1 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN Ma>EA,v.1=_, { r.E.�ssros ik, f 3