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94 NE 100 St (6)Is ANL REVISED: a r��o�G' - 1. - 24.`17 # r f? /CU - 76' NOT VALID UNLESS EMECSSEO w:TH SURVEYOR'S SEAL . UN 3435' BOUNDARY SURVEY LG` Wit- %r� cJ :•� i•: n ; i� tit G t4 so' 37,50 O 5 ,Zp , (as o. t•• 7 I . I II 50' A .7o' O tv ', � l ' �• Jam �i II 1 F O IL). I I 'S. 4 (0' m H !Z PO 10 • 'ABBREVIATIONS: SwK= SICEWALK CBS= CCNCRErE 3LCCK SLP CLF =C :— JN _:NK = Et•ICE. ?L= PRCPERN LINE. CUE= CRAINAGE uT .r 'DISNEY. iP =(RCN ?!PE. F= FOUND. NC =AIR CONDIi1GNER PAD. ?IC =?rOPE Y CORNER. Dh.:= DRILLED HCL_. W/F= WOODEN FENCE. RES= RESDENCE. CL= CLEAAR RB =RE9AR UE= UfLITY ASEMENT. CONC= CCNCRE'E SLAB. R/W= RIG'rT OF WAY. DE =DRAINAGE EASEMENT C /I= CENTER LWE. O= DIAMETER TYP= TYPICAL M= MEASURED. =RECORDED ENCR= ENCIROACI✓MENT. COMP = COMPUTE :. AS?r =AS? WD =NAIL 3 DISC. S =SET. FFE= FINISH ;LOOK =LEVA :ION. C/S= OFFSET. PiP= ?OWEq CLE. OHP =C. Rl E, C ?CWER .NE. WM =W.A. E:? ME ER W000 FENCE= ' - c! _ _:ic :_=e + Cr MASONRY WALL - - -- - - - - -- C5`! a CONCRETE= S :.. ,. : • •: ' .T Elev . D .stv. :. t'AINI't:�IANCE & MENAGE EASM •ri = b . NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. Loca .or Index 1) Record and measured calls are In substantial agreement. 2) Bearings. if shown are based on Plat data. 31 The Lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and 'he same. if any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improverner.ts were not located. • 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fens :e. 7) Wall Ties to the face of the Wall. 8 ttA.R - REFERED TO AN ASStJ WD V ?_.1.. SAID F3 FACE F. :IArtco 01- 4 2 ?, 30 • k 1160' 7. ^n• r s' ; %Qiz�cwu.� C. 3'Gc3s WQLL 17. i e \T o: VJ V1 CERTIFIED TO: DONALD SALTZBURG AND WENDY FLEMING SALTZBURG, HUSBAND AND WIFE, 94 N.E. 100TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., FIRST NATIONWIDE MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: LOTS 1. 2, 3 LESS THE WEST 35 FEET BLOCK 9 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI —DADE (COUNTY, FLORIDA. I HEREBY CERTIFY That the survey represented •'ereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments. overlaps. easements appearing on the plat or visible easements other than as shown hereon ADIS N. NUNEZ Regis :erelLand Surveyor No. 5924 State of Florida L O C A T I O N S K E T C H • t E••••NTS • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • •• •• • • • • • • • • • t • •'�.IIg :lt .'i- • • • 1 • • . . • • • • ••• r •• • •. t , ••••j• • . •• .1•t • : %�• : •• •v, t • I I ; ‘ 1 3 it (305) 865 -1200 1 s m 22 2t 20 5 ►� SINCE 1987 Br.,ANCO SURVEYORS INC. Engineers • Land.Surveyors • Planners LB 1/ 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 -` Fax': (305 865 -7810 NOT VALID UNLESS EMBOSSED W:TN SURVEYOR'S SEAL REVISED: '2s,OOr g,25' - 7 -- = - 24.`17 1 (25t Z` p \ . �7l50� 1 • 34.35' to G ICt3 1 • b.!) t 37, 50' BOUNDARY SURVEY kIN 11.9o' ogle sfv c8s > Vh Pa . i4 e co /7.7D' c b ri o • (.\ 1 1 , 30 • 7.a0' 17 n 5'=toetue,t44 -3'4 s W4 GC- 0 ' v� o ' o 4 J�( �6 // h w ✓ � i i � ` �a.p A-4 4 /2. n :'^ o -ap G G• :ea 1 /z"¢ �ln! 'ABBREVIATIONS: SwK= St0EWAUC C 8S= CCNC,'tE'E 3LCCK 5T C'URE. CLF =C- N _:NK FE NCE, PL= P'2CPE'2TY LINE. DUE =DRAINAGE '1L,TY EASEME\T. iP =I RO N T.PE. F= FOUND. NC =AR CONDITIONER ?Ai. P /C= ?reOPEiiry CORNER. DIH= DRILLED r•OLE. W/F= WOODEN FENCE. RES= RE9DENCE. CL=CLEAR. R8 =KEBAB UE= tITlUTY EASEMENT. CONC=CONCRETE SLAB. R.W =RIGHT CF WAY. DE= DRANAGE EASEMENT C/I= CENTER LINE. O= DIAMETER TYP= TYPr_AL M= MEASLRED. R= RECORDED. ENCR =END, OACHMENT. COMP= CCMPJTE:R. N/D =NA1l & DISC. S =SET. FFE= FINLSH FLOOR EL ? /A :ICN. C/S =OF =SET. P/P =POWER POLE. 01P= CVER-E. C ?CWE17.NE. W!,i= 'NA.SP METER W000 FENCE= t_sei cn MASONRY WALL. CONCRETE= t. :. •: ' YAINTI.IANCE ti DRE*LAGE FASF74ENr=iW NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. • Locator Index: 1) Record and measured calls are In substantial agreement. 2) Bearings. if shown are based on Plat data 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and he same, if any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improvEmer.ts were not located. 5) Elevations are based on Nationa (Geo _ detic Datum. 6) Fence Ties are to the Centerline of the fen. :e. 7) Wall Ties to the face of the Wall. 8 SEAR y,1- ' iIOi4 ARE REF ER ED 70 AN ASSL WD SAID FB FAc.- • ADIS N. NUNEZ Registered*Land Surveyor No. S:ate of Florida I HEREBY CERTIFY That the survey represented Hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments. overlaps. easements appearing cn the plat or visible easements other than as shown hereon 5924 L O C A T I O N S K E T C H . • •: 9C�• • L:,� 4 WT S • • ••••• • • • • • •••• • • • • • • • • • • • • • • •• •• •• • • • • ••• • • • • ••• • • ••• • • •• • • • • • • • • • ••• •• - • •• • 1 • • •• • • ••I • • . a . , • • • •••4 • • • • A A.. • 4 (305) 865 -1200 FLOOD ZONE: • K PA.VET, : DATE; $ -;.. 01 • • • • • • • • SUFFIX::J 0 95 s'(llrttiil Kra_ SCALE: DWN. BY: 1 "= 20' F. S(ANC() CERTIFIED TO: DONALD SALTZBURG AND WENDY FLEMING SALTZBURG, HUSBAND AND WIFE, 94 N.E. 100TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., FIRST NATIONWIDE MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: LOTS 1. 2. 3 LESS THE WEST 35 FEET BLOCK 9 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE _ 70 OF THE PUBLIC RECORDS OF MIAMI -DADS 1COUNTY. FLORIDA. SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land_Survevors • Planners LB i`I 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 -= Fax (305)865 - 7810 DATE: 7 -17 - 95 BASE :NIA TMRFR :12064 JOB No. 01— /v CIN XX * IQ% evass 03 00 1.02 NOA 03 - 0611.02 KJOA 03-0611.02 NOR NOA ! - ..._..... �...... 03- 0611'..02 03`0611.02 C•104 Cs; X Nn1103 -OSI4 • 01 • .F xis /1)1 SGD &Ott% a rstS 611.1 I IqVtik74 3'ALDvse ''m°°° "Mt N.R. R DON W►00P 3t 9/ 37w S014 S3XrK3i�r 1 bakk 1 xp xo 00-4,02-030.5.12 Wi ‘),11•°'' Glom I Bloc C51►t XX � t��� 6314 so'Y% e rass, 1 .1 1 ENT Cot XOX NOA- 02-0305-02 OMB 01111 1 1 1 OM MEW _. 1 hea lteS441 Fes+ CaW X Coo :2 III Sow' Shtsols stxSO4 NoA 03- 0611.02 Lr4IL era a NOA - o 11.02 Il • 2 306 NOA 0 OA Ca- 0305.02 Walt WO .-- ibis** Mr, KV SH ,r N OD 63- 0514.01 q4q IOOTM • m sh oees MOP Mika Debi - Csu rx N0A 53)4* SO% ESr.o ss 03.0611. Oz 1DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. (GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW,HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A. A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B 6 63.000 A B B B B 74.000 A B B B B LARGE MISSILE IMPACT WINDOWS 1 . GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.35D) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ 3UTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO cr OX 3. CESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B.. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & CLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW CF FASTENERS LOCATED AS FOLLOWS HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: FTL- 1969 58 M FIXED DAYL OPE 53" MAX HEIGHT 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX — DAYLIGHT — DAYLIGHT OPENING OPENING /4" AX LITE IGHT NING O 8.. MAX 1 X L 8' MAX 57" VE DAYL OPEN 4' MAX —1 ELEVATION 4" MAX & PER SHT ITEM 2 3 4 5 6 7 8 17 18 SEE NOTE 4 ON MEETING RAIL ANCHORAGE FLANGE FRAME .IAMB (Alum. 6063 -15) FIXED MEETING RAIL (Alum. 6063 -T5) SASH MEETING RAIL (Alum. 6063 -T5) SASH SIDE RAIL (Alum. 6063 -T5) GLAZING BEAD (Turn. 6063 -T5) WINDLOAD ADAPTER (Alum. 6063 -T5) FLANGE FRAME HEAD (Alum. 6063 -T5) FLANGE FRAME SILL (Alum. 6063 -15) 9 FRAME SILL ADAPTER (Alum. 6053 -T) 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 612240 2 11 SCREEN RETAINER (Alum. 6063 -T5) 6532377 1 12 5/16' (.350) LAMINATED USING 2 1 8" ANNEALED GLASS 3 13 5/16" (.350) LAMINATED USING 2 1/8 HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNELJAIum. 6063 -T5) 612244 1 © midspon of vent) 15 #10 x 1.000 Ph. FI. SMS 710X1 4 (Windlood Ado ter screws 16 /f6 x 1.000 PH. PAN SMS 76X1PPA 2 (for onti -lift chonnel WEATHERSTRIP. THIN WALL BULB VINYL {/8 x .500 PHIL. FI SMS 19 j8 x 1.000 PHIL P.H. S1)S 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING MAX NT IGHT ING DESCRIPTION 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIP` L'LB VINYL Robert 1.. ( :ark. I'E r397I: S1t� V.T. )� 612225 612228 612229 612230 5534571 8 612236 1 612237 1 612238 1 6TP247 7856A 781POA 71096 70250 70251 7BRWHL2 61062W 62899 6TP/49 OTY. /LOCATION (@ midspon cf frome sill 8 (1 per Glozin Beod 2 (Sweep Lotch screws 4 (when using 2 Sweep Lotches) © eo. end of vent top roil) (© vent jomb roil) ALU MAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC VENDOR MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER 22 (Frome /Vent ossv. 'screws) 1 (11.5' from ends -vent mtg. roil) MINIATURE DIE CASTING 2 (if height is >= 42 ") 1 ©rnids.on 2 1 4" from engsL MASTER TOOL 1 ©midspon /2 1/4 from ends) MASTER TOOL MERCHANTS FASTENER MASTER TOOL 4 (2 per Roller Housing) VINYL - TECH /P.G.T. 2 ( ©vent top /bot roils & mtg. rod) SCHLEGEL CORP. DOW CORNING TEAM PLASTICS VENDOR /J AF -12225 IAF -12228 AF- 12229 IAF -12230 AF- 534571 AF- 12236 AF- 12237 AF- 12238 AF— 12239 AF -12240 AF- 532377 AF- 12244 TP -247 PGT.2 1 4.XX 7 -M10 -250 7 -M10 -251 70312 FS7826- 187 899 TP -2' 9 FAT INDUSTRIES 1070 TECHNOLOGY CANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKCuIS, FL 3427 Re.sd By F.K. Re.sd By F. K. Dro.n By: D.B. rue: Dote: 11/5/01 Dote' 1/29/99 Dote 2/1 6/98 Srr,e s /Hodet: HS -710 Sco4: NTS Re.isions • UPDATE FOR RENEWAL C -NO CNC THIS SHT Dtscnpt:on: OX ELEVATION & B.O.M. (LC: MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Sn•et: 1 or 4 1'J4Ulil:c'T u complylog %lib the /Ileitis Huldlug Code Arcept•nce No 0 - • /5.02 Csplraalun to / / 777T 7 11am1 Dade 7evd Dolma ul.rk,. Dro..ny No. 4112 R• +: C EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 ROUGH OPENING I 1 VERTICAL SECTION .500 2.094 .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 l f H L' 1/8" ANNEALED GLASS —1 .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) -- MAX. DAYLIGHT OPENING 1/8" ANNEALED GLASS -- /74 r/E-/- Robert L. Clark. P.E. PE #39712 Structuca - /✓ MAX. WIDTH HORIZONTAL SECTION 1/2" GLASS BITE INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 -- MAX. DAYLIGHT OPENING Re via By: F.K. Revse F . 010.11 By: D. B. Description: rue: Series /Vodet: HS -710 EXTERIOR .705 1/8" HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS: 5/16" 350) LAMINATED GLASS Dote: 11/5/01 Dote 5/22/02 Cote: 2/16/98 ReviStOnr: ADD GLASS DETAIL Revisions: C —N0 CHC THIS SHT SECTIONS & GLAZING DETAIL ALUMINUM HORIZONTAL SLIDING WINDOW Scale: NTS Sheet. 2 of 4 2.784 1— .500 1 /2 GLASS BITE ROUGH OPENING PRODUCT ItF.VISED as cum1)463g relit) t4 Fbcidb Dulling Cods Acccplance No 0 Exfoliation Dal Dro.inq No 4112 Rev: C APPROVED WOOD BUCK o • • 0 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX.] SHIM 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1/4" MAX.) SHIM #10 WOOD SCREW 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) Roben 1_. Clark, PE PE #39712 St�t,tcuu 1/4" MAX. SHIM --- APPROVED WOOD BUCK . TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. Ft. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM Revsd B F. K RevsO 8 F K : ()teen By: 0.8. fi11c: Serer /Model: HS -710 #10 WOOD SCREW Dote: 11/5/01 Oc: e: 2 /16/98 Descript;on: ANCHORAGE APPROVED 2x WOOD BUCK NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 5%22/02 Score: NTS TYPICAL JAMB SECTION WOOD ANCHORING Re sAnJ: UPDATED Revsions: FIX TAPCON CESIG. Sheet: 3 Gr 4 1 1/4" MIN. Pitt alit :CU ItI:VIJFI) s. cutuptying with the }lo rldy Buiding Code Acceptance No Expiration heir is ml Dsdc Product C• • trtl Dhbloo Oro wing No. 4112 ALUMINUM HORIZONTAL SLIDING WINDOW Rev: C 1.187 062 — --� -- .737 O FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 - -j 1 -- o .050 1 .678 0 5/16" GLAZING BEAD 2.074 v O FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1 969 .062 1.187 . �-=� 1.349 • .062 1.403 O FIXED MEETING RAIL 6063 —T5 ALUM. .723 .688 --I 0 WIND LOAD ADAPTER 6063 —T5 ALUM. r 1.183 1 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 L_ 1.373 t 1.081 O FLANGE F 6063— /P7d- O SA 6 2. Roben L. Clark, P.E. PE #39712 S lruC! urn,' H MEETING RAIL 063 —T5 ALUM. y �— .062 1 I ,� r 1..273 l RAME HEAD T5 ALUM. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOI.IIS. FL 34275 P.O. BOX 1529 NOKOuiS. FL 34274 Revsd By: F.K. Revsd By: F.K. Ora By F. K. Description: nttc O SASH SIDE RAIL 6063 —T5 ALUM. L, 1 2.71 . 0 ® FLANGE FRAME SILL 6063 —T5 ALUM. 1.122 Cote: 11/5/01 Cote: 5/22/02 Dote: 11/2/01 Series /model: HS -710 1.970 Scale: NTS 1.291 .062 - -- Revisions: C —N0 CHG THIS SHT EXTRUSION PROFILES sheet: 4 01 4 Revisions: AOOFP SHT 2.094 PUODUCr REVISED as complying w1713 Cit. Fbaridu Duldlog Code Acceptance No Esplrrtl n D Ry At tarn' Dade Vrtnluct Con Ind blvisiuu ALUMINUM HORIZONTAL SLIDING WINDOW Droving No. 4112 Rev: C MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries .1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Thc documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to bc used in Miami Dadc County and other areas whcrc allowed by the Authority Having Jurisdiction (AI-I1). This NOA shall not be valid after the expiration date stated below. Thc Miami -Dade County Product Control Division (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 thc 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. BORA reserves thc right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 thc High Velocity Hurricane Zone of thc Florida Building Code. • DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUM.ENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prcparcd, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dadc County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd herein. RENEWAL of this NOA shall bc considered after a renewal application has been filed and thcrc has been no change in thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thcrc has been a revision or change in thc 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: Thc 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 thc user by the manufacturer or its distributors and shall bc available for inspection at the job site at thc request of the Building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. 02- 0305.max a 1IAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING EST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 MIAM3 BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window - APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacbuer's . name or logo, city, state 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 # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 1 76" MAX. WINDOW HEIGHT 5 3/4" MAX. 53 1/8" MAX. WINDOW WIDTH 0 VENT SIZE: 50 1/2" x 38 1/4" _ 13 " - "1 MAX. ON CENTER TYP. HEAD & SILL ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL-1889 & FTL -3739 8" MAX. AT MTG. RAIL 6" MAX. 13 1/8" MAX. O.C. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: 2.) CONFIGURATIONS: 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) COMPARATIVE ANALYSIS TABLE: GLASS A. 5/16" LAMINATED (1/8 "A., 090,1/8 "A) TYPE: B. 5/16" LAMINATED (1 /8"HS,.090,1 /8 "HS) C. 13/16" I.G., 1/811S, 3/8" SPACE, 5/16" LAMI (1 /8 "A,.090,1/8 "HS) D.13/18" I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,118 "HS) W" INDOW WINDOW HEIGHT WIDTH ^� 38. 5 50.825` 63.000 76.000 FTL -1889 FTL -1889 FTL -3739 FTL -3739 28.500 37.000 53.125 A D,D A B,D A 13,0 c 68.7 66.7 66.7 66.7 66.7 66.7 68.7 66.7 68.7 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 66.1 66.7 66.7 68.7 _ 66.7 66.7 63.4 66.7 63.4 -80.0 - 80.0 -80.0 -80.0 -80.0 - 80.0 -63.4 -80.0 -63.4 86.7 66.7 66.7 68.7 _ 66.7 68.7 47.9 66.7 58.7 -80.0 -80.0 -80.0 -69.6 -80:0 -80.0 -47.9 -80.0 -58.7 68.7 68.7 68.7 57.2 66.7 66.7 48.3 68.7 54.5 -80.0 -80.0 -80.0 -57.2 _ -80.0 -78.1 -48.3 -80.0 54.5 Robert L. Clark, P.E. PE #39712 Stnrdurai A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D GLASS, SS, 3/8 " AIR LAM1 I.G. SPACE AND /16 D (.090SPVBN ED INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. OX 1070 TECHNOLOGY DRIVE NOKOMIS. F!. 34275 P.O. 80X 1 529 NOKOMIS, Fi. 34274 F F. Rend F.K. Roved D.B Drown By: D.B. rifle: Sarkis/Model: SH -701 CFOs: Rweaknx 6/3/03 0-AGO GLASS TYPE & TALC Dole: Re,,c 03/26/03 C -ADD 13/16 LG. Oale: 10/11/01 8/18/98 2279/98 Deaerlptien: ELEVATION & NOTES seek: NTS Reviaroea: TB, TABLE, EXTR. Revisions: Sheet 1 of 5 PRODUCT MOM rlllb4 ilkIb~ik • ALUMINUM SINGLE HUNG WINDOW 4040 0 . •' . , .a . , ; — 1.250 r �v • I 1.250 2 x WOOD BUCK { . • � fit, •'d i l a • ::. , . ' • D 1 xWOOD • ••'..• BUCK . , • ' • v • 1 •2x WOOD • BUCK � . • . #12 12 PANHEAD 1/4 TAPCON .250 •-� MAX. • --� � �� � "'� - :.. -� 4111 l` Li r L I i i i . -� � • ° ' . a `� 250 MAX. 1, 1/4" TAPCON #12 PANHEAD .250 1 x WOOD .250 BUCK TYP. JAMB TYP. JAMB TYP. HEAD TYP. HEAD w .250 r wpm. 1/4" TAPCON j #12 PANHEAD .250 _._ MAX. r --r— MAX. . • 1.500 PIA 1.500 4 � F. K. 6/3/03 0 NO CHG THIS SHT : , n, /26/03 0 CHG THIS SHT. • 2 x WOOD TYP. SILL - . • ap . :.. ; ; ' • . BUCK /4/0 � /� . Rowe L Clark. P.E. PE 2 IN I� '' 10Y11/01 R e °Z° TABLE, EXTR. �• 8/98 Rw� 48' D.B. 29/ TYP. SILL Description ANCHORAGE ALUMINUM SINGLE HUNG WINDOW 107 4K . EIS, F 25 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE TEST REPORTS: FTL --1889 & FTL -3739 se>ival�+0d°� SH -701 S°°"' NTS s 5 a 5 Droving No. 4040 Rev: D .737 ALUM. 6063 —T5 ALUM. 6063HS —T54 l -- 1.451 .490 T --- .062 2.325 --al 1.350 �-*-- ALUM. 6063 —T5 1.019 .791 REFERENCE TEST REPORTS: .FTL -1889 & FTL -3739 1.969 .062 ALUM. 6063 —T5 01) ALUM. 6063 —T5 ALUM. 6063 —T5 .413 —. to— ALUM. 6063 —T5 / 47/0 Robert L Cleric, P.E. PE 939712 Structural 2.710 •-- 1.523 — -•-+ 1.023 —0-1 1.123 [...— ALUM. 6063—T5 1.057 .678 .050 —� ALUM. 6063 —T5 UN Fiqu a r ES 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1329 NOKOMIS. FL 34274 ,�. F cew � eye %3/03 Dew 03/26/03 10/11/01 8/18/98 29/98 serie8/M SH— 701 ALUM. 6063HS —T54 .683 1.097 �-- AniWom D —NO CHG THIS SHT irsW onr. CADD130,33 CHG 14,5 TB AB LE, EXT'R. Ier Scala: NTS ALUM. 6063 —T5 Shut: 4 of 5 2.029 FROOKIIMIND a EX TRUSIONS 1,fi.: ALUMINUM SINGLE HUNG WINDOW N 4040 um. • • 63 —T5 GED FRAME SILL Alum. 6063 —T5 GED FRAME JAMB (Alum, 6063 —T5) XED MEETING RAIL (Alum. 6Q63HS —T54 •P .. ...•. :•• —TS4 612225 812228 812227 4054A 1101/ '•E= y: =Gtt .1101 65 71 8 • :Itts-''ii1>L1 Q 1011. C. 11.; 'i'L7 QIII Milt Ig-fl17, i DIFIlE IWPAI';ilt 1!Yi E IF11 F�fI3i �- • L'7il:ii: , .ir: \iiEQ nor 1i3ton= . •O■ NOMM 4.1�rlJFa[ j SWE : ,1N• IQMr" = r1: )AL:- L71t11 I4 1 Et r )• C CLy�1l:L .- l:ili:1WI u`i =P. 11 1 8 1 • • (S 'i IIIIL�C� • �Q IRA G; l' SXI VICE 1.L;.•i IF�r x . • ". PHI tl•:Ib IRA r _- - sue.• ZL 1,'IIINS WIN Pr-VilEltlai IFI7i'S1INCTN L3 CIC3i1 � EMI ETYAMPY, ISTILI11111E1 0 vent amb & =nt • • ra 11KEI •3��•]3�•1>Ri`1 ; r e IN_• _ . is • 2. •. bat. l♦ rii 11413. PG wt 230: \11 : • : i i1 3/44:1111:01111:a0111 LIF ZFN(I ...a e. 311=7Mi31•/21. M4111111111111111111111MIV WI 31:141ESI t iILTIT IMMMINVIAzr+l:Wirii.. ►1 [31F. •TTr�l3(Tazitivrrig)"')f 1f ' • : ii »I ?L J 4087 IL'I•lll.mommou : 1 • er ea bal • nce 1 • er G • zr • : sod oad Ado•ter Sc ALU ALU MAX ALUMAX INDALEX N p Latch Screws , "• •r•• when using tches) 0 from - m s Screw RIM ; ?;� ''�' Yia►1��11 1 IZ!:� -1i ITEM DESCRIPTION V.T. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. 80X 1529 NOKOMIS, R. 34274 Drain By: D.B. Roil/env 0—ADO GLASS TYPE REM 36 Rolston": C —ADD 130 -135 R.vlsians: TB, TABLE, EXTR. Rovrsionar O•seriptlon: PARTS LIST & GLAZING OPTIONS Tree: ALUMINUM SINGLE HUNG WINDOW Sertu.4(odM: Scar.: Sheet: SH— 70 1 NTS 2 et 5 AF -12226 AF-12227 64008 A — 12230 64009• SPRNG AF - t 43 1 — .214.XX • 1 /8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 0 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE --.- 13/16" NOM. Er F 0 1/8" ANNEALED OR HEAT STRENGTHENED GLASS n r - f f 1/2" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. [ GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS - 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PV6 INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS - 5/16" LAMINATED REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 5 _71 CE, ULT 9— 2 •Ti WELL 13 16" LAMI I.G. GLASS (1 8 HS & 5 18° LAMI W/ 3/8" AIR SPACE) PGT p 36 5 16" LAMI — (1) LITE OF 1/8" A GLASS & () I ITF OF HS GI ASS W/ .090 SOLUTIA OR DUPONT PVB INNER LAYER 0/ Robert L. Clerk, P.E. PE #39712 9trucburel v IPPMDUCa' MINIM se eselpliiss die > Dien CIO 76.000 MAX. HEIGHT .737 INACTIVE .655 EXTERIOR f ROUGH OPENING 2.784 2.784 ---+-1 ROUGH OPENING 0 1 .500 34.500 DAYLIGHT OPENING 2.330 34.500 DAYLIGHT OPENING ACTIVE INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION OPTIONAL EXTERIOR INTERIOR Robert L Clerk, P.E. PE 038712 Structural 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION 1070 TECHNOLOGY ORtVE NOKOMMIIS, Fl_ 34275 P.O. BOX 1529 NOKOMIS, FL. 34274 Re�By. R. Drown er: 0.8, ramucTiummo Malimme F.K. %x /03 TYPE gal J8 F K. 03/26/03 cC DD 130 -135 Dots: 10 11/01 8 18/98 V9/98 SMssmodd: SH -701 Scale: NTS TB, ?Witham EXTR. Resit :arm: sheet: 3 w 5 Description: SECTIONS MW: ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 Rrr. D ' APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM i �+- #12 OR #14 SCREWS 1/4` MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) 1/4" MAX. SHIM -7 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3i16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS -7-77 1 • ,It1„u • 1 1/2' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK __J 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) -� 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Florida Balding Cole Acceptance No !ration Date 1 ' 1, s Miami 1" Prodad Control/ Dh'h Rend or F.K. mgr• Ft( Roved By F.K Draw 3/17103 Data: 325/03 Da 7/10103 + 6 C Drawl ay: Doer Candr.d Br ow.: F.1C 12117/02 ADDEO 914 SCREW OPT7ON NO CHANGE THIS SHEET NO CHANGE TH?S SHEET 1070 TECHNOLOGY DRIVE NOK7Mrs, FL 34275 P.7. BOX 1529 NOKOMIS. FL 34274 Ouorp4m: ANCHORAGE DETAILS rank ALUMWUM CASEMENT WINDOW, IMPACT S.raama CA-740 32m . r dew,�•paq. NTS 12 0. 12 7045 -8 Raw C Lucas A. Tumor, P.E. PE 158201 Mechanical ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 _ 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" LG. GLASS (1/8 "HS,3/8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 7011 7012 7019 7I2X I PPT 711573 S ITEM DWG # PGT. # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 72 Revs:19y: F.K. Saw 3/77/13 t 3/25/03 Daft: 7/10/03 Claw 12/17/02 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 1634 6163K SETTING BLACK 7006 331 7004A 7018 A B C Chocked Or Dom: 781 PQA 781 PQA 67017K 7SX78PPSMS 7858ZA 710x12FP ;FLDHD NO CHG THIS SHEET NO CHANGE THIS SHEET PARTS LIST #8 X 1 QUAD PH SMS FRAME CORNER KEY DESCRIPTION MAIN FRAME - HEAD, S1.I. & JAMBS 1 /2"X L/2 "X 1/8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM &SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE # 10 -24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERAT OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. &RH.) #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL. 7036 GLAZING BEAD (5/16 ") 7042 GLAZING BEAD (7/16 ") 7040 SCREEN CORNER KEY 5/16" LAMINATED (1BA 3c 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16HS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 1224 61'P247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SCREEN FRAME SCREEN CLOTH 1635 61635K SCREEN SPLINE - SERRATED 60976 CASEMENT SCREEN CLIP 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASS'Y. TUBE #12X1 "PH.P111. TEK. LO CK SUPPORT PLATE LDING HANDLE ADD 13118" I.G. GLASS 8 GLAZING BEAD 1070 TE.HNOLOGY DRIVE NOIGNIS. FL 34275 P.7. BOX 1529 NOK3MIS, FL 34274 .050" .706" .865" .350" . Visibly Better 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 r L .040" .423" .523" --i r- j .865" 7/16" GLAZING BEAD MATL: 6063 -T6 " DWG# 7042 TRW 1.000" 50 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS S.rt.44odrt soft: 31..t CA -740 NTS 11 a 12 - - 1 h-- .172" .870" .125" .062" I I .050" .569" -1 1.124' �--- .093" J CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A terw+0 re. 7045 -8 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 ALUMINUM CASEMENT WINDOW, IMPACT .993" 289" Fr .040" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2.701" RIC C PRODUCT REVISED as complying with the Florida Balding Cade Accel,tancr• No E .. iration Date By Nand Divie / . 0. _ !Pv ' ,,; Ptedad Lucas k Tumor, P.E. PE 1158201 Macntmical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR 1x14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 X O X GLAZING OPTIONS: A. 5116" LAMI (1/8 E. 13/16" LAMI "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3116 "A,.090,3 /16 "HS) (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090 1/8"H ( FTL -3582 FTL -3729 "XOX" WIDTH VENT WIDTH FIXED WIDTH WIGHT 26.0 36.000 38.375 43.0 48.000 50.625 54.0 57.000 • 60.000 • 63.000 UNEQUAL UTES NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 ' -64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 X O B, E ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 -63.4 70.0 63.4 -90.0 -56.5 i 70.0,.-90.0 56.5 -50.4 70.0 50.4 -90.0 -47.5 70.0 47.5 -90.0 - 44.1 70.0 44.1 -90.0 -41.6 70.0 41.E -90.0 -39.2 70.0 39.2 -90.0 - 36.9 70.0 36.9 86.919 24.000 38.919 A -75.0 70.0 -69.1 69.1 B,E -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 UNEQUAL UTES C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 O - X -' C -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 7D.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 ' -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 4D.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7D.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 , -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 63.3 -63.1 63.1 UNEQUAL UTES 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 33.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 710 -73.2 70.0 C -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 • -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 53.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 - 90.0.70.0 -90.0 70.0 -65.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -E2.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 130.000 • 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 pito D mi. RFVtsmn es complying with the Florida B"':'t't':ce N Accrplzo � �. -: , L E piratlun Date 1, ' J'41 O N B i/ A.% M' ,. . inidDc" 16°. i Div C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65:3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 43.5 43.5 -41.0 41.0 45.0 45.0 41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.fi 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 37.000 60.000, _ A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 , -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 � 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 _ -90.0. 70.0 _ -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 ,..1 GLAZING OPTION: D. 7/16' LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGI- WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 74c,/0 Rand F.K. Damn 3/17103 1lawiorta: A REUSE TABLE 11, GLASS TYPESA 8 C 1070 TECHNOLOGY ORIVE NOFOMIS FL 34275 PO. BOX 1529 NO/aDMIS, FL 34274 oe ai bon PRESSURES- UNEQUAL CONFIG, X0, OX & XOX Ravad Ely: F.K. - Dad' 315v03 - korb+orb: B ADD GLASS TYPE E TO TABLE 11 Tale ALUMINUM CASEMENT WINDOW, IMPACT Luray A Turner. P.E. F.K. DOI: 7/10/03 ROM: C NO CHANGE THIS SHEET Visibly Better s«wsauat CA -740 mow: NTS snee 8 a 12 or..ha ra 7045 -8 a "..• C PF X58201 Mechanfaif Qmol er F. K. DPW 12/17/02 Crnrload BY, n„a: MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX yrw MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION — X REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with Ilse Florida Balding Cude Acceptance No E !radon Date By MI Div v Product Coatfol. ?40/03 Arad F.K. Rend By. F.K. Rend Br F.K Daft 3/17/03 Deer 325/03 OWE 7/10103 A Rew kinr 8 fewronc C Oman BY CW: Checked By: Aft F.K. 12/17/02 NO CHG THIS SHEET ADD 13/16' 1.3. GLAZING BEAD ITEM SHAW TOP HINGE 1070 TEHNOLOGY DRIVE NOICMIS, FL 34275 P.. BOX 1529 NOKDMIS. FL 34274 SECTIONS Tab: ALUMINUM CASEMENT WINDOW, IMPACT swra+Oxad: CA -740 Sea* &err NTS 9 12 Cruamb0 tbr. 7045 -8 C Lucas A. Turner, P.E. PE W58201 Mechanical • FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "XX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD -SPAN #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" --» SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" .434" 2.854" .062" NOM. 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT REVISED as coLnp1yhj with the Fletk% Bolding Cob Acceptance No x 'ration Date mesas or F.K Rend or F.K !brat Br F.K Draw Br F.K. Dater 3/17/03 Dote: 3/2/03 08113 7/10/03 12/ 17/02 Rwb>ons: - A - Revisions: B Revision: C lh.aw Br REV•ED FRAME ASS'Y DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET CVO: 1 1070 TE.NNOLOGYDRIVE NOOO1/IS, FL 34275 P. BOX 1529 NOKOMIS, FL 34274 Visibly Better B D..upaan. EXTRUSIONS & ASSEMBLY DETAILS Tar ALUMINUM CASEMENT WINDOW, IMPACT Soneeiosee CA -740 boon• NTS 10 d 12 O.•virg tb. rv: 7045 -8 C Lucas A. Tumor. P.E. PE 08201 Medtonicai COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS "0" & "1/4 1;2 - 1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 -3582 -3729 .� GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16 LA 1 8" ,.• • , /8' ) . 1 (3/16'A,.090,3/16 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS .090 1 /8 "HS) FTL FTL "O" WIDTH, "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 • 54.000 57.000 60.000 63.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS, NEG POS. NEG POS NEG POS 36.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7Q0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 36.5 39.500 79.000 , A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62:1 -55.7 55.7 -49.8 49.8 -46.9 46.9 - 43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 70.0 i -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 63.3 -56.4 564 -53.4 53.4 -50.0 50.0 -46.9 46.9 - 44.3 443 -41.9 41.9 B,E - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 i -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 , A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.3 54.6 - 59.3 59.3 -53.6 53.6 - 50.9 50.9 - 47.5 47.5 - 44.7 44.7 - 42.1 42.1 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70,0 -80.9 -46.9 70.0 46.9 -75.0 -43.5 70.0 43.5 -70.7 -41.3 70.01 41.3 -67.3 -39.2 87.3 39.2 - 64.1 -37.1 64.1 37.1 50.500 101.000 -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 - 63.5 63 -60.5 60.5 53.125 106.375 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 - 50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 - 36.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 - 66.5 66.5 -63.0 63.0 - 60.0 60.0 -57.3 57.3 , 54.000 108.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70. : -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 - 65.4 65.4 -61.8 61.8 -59.1 59.1 - 56.4 56.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 - 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C A -90.0 -75.0 70.0 70.0 -90.0 -56.2 70.0 56.2 -90.0 - 44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 1 6.2 70.0 46.2 -72.5 -42.5 70 0 425 -68.4 -41.2 68.4 41.2 -63.6 -39.8 63.6 39.8 -60.1 -38.5 60.1 38.5 -57.5 - 36.7 57.5 36.7 - 54.8 - 34.8 54.8 34.8 57.000 114.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70 0 -66.7 66.7 -61.8 61.8 -58.7 -55.9 55.9 -53.2 53.2 58.500 117.000 A -74.2 70.0 ' -55.0 55.0 _ -43.4 43.4 -40.9 40.9 14.8 44.8 -41.3 41 3 -40.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69 0 -64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 120.000 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43:5 43.5 - 40.4 40.4 - 39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -77.1 70.0 -67.3 67.3 - 63.3 53.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS GLAZING OPTION: D. 7/16" _AMI (3/16 "HS,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 1 4 X 1 2 0 X NOTE: IF USING 3/16" TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED es complying with the Florida $r.idinp, Code Au xptb_nce loo I . }irdtion Date 0 rif 749/03 Rand Br: F.K. Mood Br: F.K. Rend Br: F.K brawn By F.K. .3/17/03 - eta: .3r2&V3 paw 7/10/03 Dame 12/17/02 _ Roviacme: A Revbbeu: 8 Roviaorn: C tamed Br REVSE TABLE 6. CLASS TYPES A d C AODGLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET 1070 ?ETHNOLOGY DRIVE NOK3MIS, FL 34275 P.3. BOX 1529 NOKOMIS, FL 34274 Visibly Better 0 e 2 crbbr PRESSURES- 0 & 114- 1/2 -1/4 XOX COIIFIG. WINDOWS TW.• ALUMINUM CASEMENT WINDOW, IMPACT CA -740 N TS 6 a 12 7045 -8 c Lucas A. Turner, P.E. PE IR58201 klodhar.iq COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) ` 'XO" OR "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) "XO" WIDTH "X0X" WIDTH (- ! EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 EG POS NEG POS NEG POS NEG P *S 1 E POS NE POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0. 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66A 66.4 -58.2 582 -55.6 55.6 -52.6 52.6 -49.4 - 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4' TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3 -113 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,318" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS) ALL "XO° OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL 9/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1i4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3 -1(3 -113 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/1? LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR'XO" OR "OX" AND 7..OX" WINDOWS IS LIMITED TO 41.3 P.S.F. X 1 3 0 1 3 X X O 0 X PRODUCT REVISED as complying with the Florida tf ui'ing Code Ac,:eptnace 14o E 'tvtloo Dste Reed By: F.K. Revd er F.K. Rnsa 13y: F.K mar 3/17/03 D.Mr 3/15/03 Dale: Revhiona: A andsionr. H R.vbfon3: C Own ar Cafw CMdt dey: Daft: F.K. 12/17/02 RE41SE TABLE 8, GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET 1070 M11NOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 Oeeolo4o0: PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS TRY: ALUMINUM CASEMENT WINDOW, IMPACT s.daaee,r laws stet CA-740 I NTS 7 d 12 Dam, hie. 7045 -8 C Lucas A. Tumor, P.E. PE fl592O1 Mechanical REVISE ANCHORAGE NOTE 4 ADD 13/16" I.G. & MDVE GLAZING DETAILS TO SHEET 2 Rt»0 eye Date F.K. 317/03 Rend Br Daft; F.K 3125/03 Rear bow Br: F.K. Deb: orb: 12/17102 Revisions: C Checked Or NO CHANGE THIS SHEET Deb: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM IS. FL 34274 0 x 0 x CONFIGURATIONS OPTIONS x X 0 0 X X 0 X UNEQUAL LITES 0 UNEQUAL LITES 0 X UNEQUAL LITES NOTES: LARGE MISSILE WINDOWS 1.'GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED x x o GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUT1A OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AK/ GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F SHEET 4. F. FOR 4 4-403 z "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL`MS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, BAND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 Oeseleheir NOTES AND TABLE OF CONTENTS T1eYv ALUMINUM CASEMENT WINDOW, IMPACT Se•Meflnde CA -740 NTS Shear 1 o.,.M o. of 12 I 7045 -8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 1 nee C PRODUCT REVISED Ms complying with the Florida Buidiag Code Acceptance No E • radon Date i Prrdact ?"""7"` B Komi . %o )3 Lucas A Tumer, P.E. PE 11582O1 Mechanical .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED GLASS 1 - » - 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAL .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" H EAT }-•• STRENGTHENED GLASS 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE f 13/16" 13/16" I.G. GLAZING DETAIL ► - 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 1 .65" NOM. GLASS BITE PRODUCT REVISED as comply with the Florida Balding Code Acceptance Na E • ration Date Riled By.' F.K. Prod By. F.K Raved Doty Ow: 3/25!03 CUM 7/10103 Ramisionr B Ra►hlaa C >za Drawn dry: Dew Chocked By: Daft: F.K. 03125/73 REDRAW GLAZING DETAILS & ADD 13/16 I.G. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS. Fl. 34274 Visibly Better GLAZING DETAILS TRb: ALUMINUM CASEMENT WINDOW, IMPACT sa CA -745 saw isiwt NTS 2 a 12 I 7045 -8 Roe c 1 . -,(o/ -7 Lucas A. Turner, P.E. PE 458201 Machenical 1 1/2" CENTERLINE 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. t 4" MAX. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT -- OPENING N t 4" MAX. �-•-- 37" MAX. VENT TYP. 7' \ 4" MAX. -- ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NO — E 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 I ► 1 1 tr 13" MAX. O.C. 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7" 4 l 4" MAX. 13" MAX. O.C. t ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 30" MAX. DAYLIGHT — OPENING 1 ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) 4" MAX. t 4" MAX. X r 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 74" MAX. WIDTH /1 I 141 /2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 6 NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 30" MAX. DAYLIGHT -- OPENING SEE METING RAIL ETAIL TYP. (2) / 1— -1 141/2" MAX. O.C. VENT HEAD & SILL ONLY L— SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1 PRODUCT REVISED as complying with the Florida Bu tting Ccnk nrc rance r - 0.. I, • e Date ,!rj'1 B // . M iam 1 Pruduet • Dtvl p awns Bic F.K Rated By F.K. Rand ay: F.K Data 3/17/A3 3/25/03 Dabs: 7 /ia03 R"v+rbrn• A Ftsvislonsc B Navistar C Oran" Br Mir Chaired Sy Dare: F.K. 12/17102 REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCAT}ON DETAILS E 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOML9 FL 34274 "XX" & "COX" ELEVATIONS > ALUMINUM CASEMENT WINDOW, IMPACT Jar.a4abt CA-740 sa+K Show NTS 3 of 12 Orasbq M 7045-8 RIK C Lucas A. Tuner. P.E. PE #58201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX -�— o - 4" MAX. MAX. " MAX. 4 J 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING X ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPENING I I 141/2" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72" MAX. HEIGHT L__ 4" MAX. 1 4" MAX SEE MID -SPAN ANCHOR DETAL SHT. 3 TYP. (2) 13" MAX. o.c. 4" MAX. I L 14 /2" 4" MAX. MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1 1 37" MAX. WIDTH 30" MAX. DAYLIGHT -•- OPENING { 1, r X 1 56" MAX. DAYLIGHT OPENING 53" MAX. DAYLIGHT OPENING 37" MAX. VENT - - 60" MAX. FIXED 63" MAX. HEIGHT 1— «1 13" MAX. O.0 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. o.C. 4" MAX. 4" MAX. 56" MAX. DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING .0" 0 1. . 1 13" MAX. O.C. ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as compiyiog with Ilse Florida Bedding Code Ac'cept:mee No E. 'ration Date By 11/. ` f Miami ' de trodiceCoatriI Div a d •7 /io /o Roved By F.K. Rersd Sy. F.K. Rosso or F.K. Dole: 3/17103 Dote: 3/25103 Dater 7/10/03 Revfsiont: A Antiwar 8 Rev/Woos: C Comm Oy Dale: Chocked B)". Do& F.K. 12/17/02 F.K. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS, FL 34274 D�avlptloR "XO" & "OX" ELEVATIONS talc ALUMINUM CASEMENT WINDOW, IMPACT aoArSoodot CA-740 sorr: I Shoot NTS 4 or 12 7045 -8 Lucas A. Tumor, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 1. (BASED ON 174" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 "X" WIDTH GLAZTNTG OPTIONS: A. 5/16" LAMI 1/8"A,.090,1/8"HS) 36.000 38.375 B. 5i16" LAMI (1 /81HS /8 "HS) E. 13/16" LAMI 43.000 48.000 50.625 1 54.000 57.000 60.000 1/8 "HS,3/8" SPACE, 5 /16" LAMI -W/ 9/8 "HS,.090,1 /8"HS) 63.000 66.000 69.000 72.000 26.000 1 31.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -90.0 -90.0 -90.0 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B. E A B,E A B,E A B,E A B,E A B,E 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 - 75.0 - 75.0 -75.0 -75.0 70.01 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 - 90.0 -90.0 - 90.0 -90.0 - 90.0 -75.0 - 75.0 - 75.0 - 75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 -77.6 -90.0 -71.1 70.01 -90.0 70.0 1 -90.0 70.01 -90.0 70.0 - 90.0 70.01 -90.0 70.01 -90.0 -90.0 - 90.0 -86.3 70.01 -90.0 70.0 -65.5 70.01 -75.0 70.01 -60.4 70.0 1 -75.0 67.91 -59.0 70.01 -75.0 _ 70.0 -83.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -68.4 70.0 -90.0 70.0 -61.8 70.0 -90.0 65.5 -57.5 70.0 -75.0 70.0 -75.0 60.4 -54.3 59.0 -52.8 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9, -75.0 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 __ -75.0 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0_ -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 56.2 70.0 50.4 -56.2 - 90.0 -50.4 _ -63.9 -90.0 -58.9 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 _ -90.0 -90.0 -90.0 - 89.6 -69.9 - 90.0 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 70.0 70.0 70.0 69.9 70.0 70.0 45.2 70.0 42.2 70.0 41.1 70.0 _ -90.0 -90.0 - 86.3 - 90.0 - 67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 - 90.0 - 81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X' WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4° TAPCONS OR #14 SCREWS) 'XX" WINDOWS -90.0 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM (3116 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 TEST REPORTS: FTL -3582 TEST REPORTS: FTL -3582 FTL -3729 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS GLAZING OPTION: B. 5/16" LAMI (1/B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8 "SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -75.0 70.0 x x X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XXI WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying with the Fleets guiding Code Acceptance NVo E 'rativa Dste 7/to 3 Rim( By F.K Roved B F.K. Rend By F.K. 3/17/03 ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANGE THIS SHEET brawn 3r F.K. Dew 325073 Oslo: 7111JW now 12/17/02 Revisidrsz A 'hacked - SY REVISE TABLES 1 AND 3, GLASS TYPEA Deis: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.J. BOX 1529 NOKOMIS, FL 34274 Viribly Herter ecx Duarbar PRESSURES- X & XX CONFIG. WINDOWS r ALUMINUM CASEMENT WINDOW, IMPACT d r+enaae.r C.4-740 Soot, NTS 5 0< 12 7045 -8 Lucas A. Tumor, P.E. PE tF58201 Niut►anfoal GLAZING OPTION: A 5/16" LAMI (1/8"A,.090, 1/8"H S) '-° WIDTH HEIGHT 26.000 31.000 36.000 • 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NE , - OS NEG PAS NEG POS NEG POS NEG ' • ` O ''. NE POS EG POS NEG POS 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 , 53.8 -50.4 50.4 -47.7 47.7 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 655 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 - 73.7.70.0 70.0 -70.4 - 67.9.67.9 70.0 _ -60.4 -59.0 60.4 59.0 -54.3 - 52.8 54.3 -51.1 - 49.9 51.1 -47.9 - 46.4.46.4 47.9 - 44.8 -43.5 44.8 43.5 -42.2 -41.1 42.2 41.1_ -39.7 - 38.6 39.7 74.000 A -75.0 COMPARATIVE ANALYSIS TABLE 1. (BASED ON 174" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 "X" WIDTH GLAZTNTG OPTIONS: A. 5/16" LAMI 1/8"A,.090,1/8"HS) 36.000 38.375 B. 5i16" LAMI (1 /81HS /8 "HS) E. 13/16" LAMI 43.000 48.000 50.625 1 54.000 57.000 60.000 1/8 "HS,3/8" SPACE, 5 /16" LAMI -W/ 9/8 "HS,.090,1 /8"HS) 63.000 66.000 69.000 72.000 26.000 1 31.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -90.0 -90.0 -90.0 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B. E A B,E A B,E A B,E A B,E A B,E 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 - 75.0 - 75.0 -75.0 -75.0 70.01 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 - 90.0 -90.0 - 90.0 -90.0 - 90.0 -75.0 - 75.0 - 75.0 - 75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 -77.6 -90.0 -71.1 70.01 -90.0 70.0 1 -90.0 70.01 -90.0 70.0 - 90.0 70.01 -90.0 70.01 -90.0 -90.0 - 90.0 -86.3 70.01 -90.0 70.0 -65.5 70.01 -75.0 70.01 -60.4 70.0 1 -75.0 67.91 -59.0 70.01 -75.0 _ 70.0 -83.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -68.4 70.0 -90.0 70.0 -61.8 70.0 -90.0 65.5 -57.5 70.0 -75.0 70.0 -75.0 60.4 -54.3 59.0 -52.8 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9, -75.0 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 __ -75.0 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0_ -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 56.2 70.0 50.4 -56.2 - 90.0 -50.4 _ -63.9 -90.0 -58.9 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 _ -90.0 -90.0 -90.0 - 89.6 -69.9 - 90.0 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 70.0 70.0 70.0 69.9 70.0 70.0 45.2 70.0 42.2 70.0 41.1 70.0 _ -90.0 -90.0 - 86.3 - 90.0 - 67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 - 90.0 - 81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X' WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4° TAPCONS OR #14 SCREWS) 'XX" WINDOWS -90.0 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM (3116 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 TEST REPORTS: FTL -3582 TEST REPORTS: FTL -3582 FTL -3729 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS GLAZING OPTION: B. 5/16" LAMI (1/B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8 "SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -75.0 70.0 x x X NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XXI WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying with the Fleets guiding Code Acceptance NVo E 'rativa Dste 7/to 3 Rim( By F.K Roved B F.K. Rend By F.K. 3/17/03 ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANGE THIS SHEET brawn 3r F.K. Dew 325073 Oslo: 7111JW now 12/17/02 Revisidrsz A 'hacked - SY REVISE TABLES 1 AND 3, GLASS TYPEA Deis: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.J. BOX 1529 NOKOMIS, FL 34274 Viribly Herter ecx Duarbar PRESSURES- X & XX CONFIG. WINDOWS r ALUMINUM CASEMENT WINDOW, IMPACT d r+enaae.r C.4-740 Soot, NTS 5 0< 12 7045 -8 Lucas A. Tumor, P.E. PE tF58201 Niut►anfoal BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375-2901 FAX (303) 375 -2908 te PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other titan 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 indiately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.R., 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 02- 1224.02 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 03-1611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1