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BP-05-1008
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /15/2005 Applicant: KEVIN & JUDY Owner: CLARK JOB ADDRESS: 144 Parcel # 1121360030120 NW 110 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1008 CLARK KEVIN & JUDY ST Contractor TECHNOLOGY CONSTRUCTION CORP Contractor's Address: Local Phone: Permit Status: APPROVED Permit Expiration: 1/2/2006 Construction Value: $8,138.00 Work: REPLACE OLD WINDOWS WITH NEW IMPACT WINDOWS Page 1 of 1 Legal Description: MIAMI SHORES EXT PB 43-40 LOT 12 BLK 219 LOT SIZE 75.000 X Fees: Description Amount FEE2005 -9457 Building Fee $220.00 FEE2005 -9458 CCF $5.40 FEE2005 -9459 Training and Education Fee $1.80 FEE2005 -9460 Technology Fee $5.50 FEE2005 -9461 Scanning Fee $3.00 FEE2005 -14563 Change of Contractor $75.00 Total Fees: $310.70 Total Fees: $310.70 Total Receipts: $235.70 NOV 17 PAID t l = 4- In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Contractor's Company Name Contractor's Address /33 City O/ Qualifier Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical ' Plumbing Owner's Name (Fee Simple Titleholder) � V�/J c 1A - IC-4e— Owner's Address 1 Lig &) 1 1 1 r City ell 1 1 I S t State , r Q Tenant/Lessee Name 1 � E WJE NO l �i Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO r �/v& o C one # cn/ JA.) V? s// A.) IAJ 7i AVE State (L Zip 33/46 State Certificate or Registration No. Co C 0 <N go Certificate of Competency No. Architect/Engineer's Name (if applicable) D /00 '' Phone Phone # 7 54 5 - O 7()1f $ Value of Work For this Permit ?CO Type of Work: ['Addition Describe Work: Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) /I) /tivbws pi J24 1 / ml p r kh AZ4/ * * * * * * * * * * * * ** DAlteration ['New * * * *F Structural Plan Review. $ 5 Zip Permit No. aster Permit No. Mechanical Phone # 3 1ST Phone # O. Square Footage Of Work: * ** *.* * * * * * * * * * * * * * * ** CCF $ CO /CC * ** Roofing Zip Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee Technology Fee $ Scanning $ Radon $ Zoning Bond $ Tc &howl e_ 0040 r /01 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent � Contra The foregoing instrument was acknowledged before me this /" / , The foregoing instrument was acknowle +t:ed before me this i day of VW , 20b5 by /4'6144.) l„ra.0 , day of PociFkh -- , 200$ , by ?Atdl.. (4. 1 G. who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLICG - � ° Sign: Print: ir 0 Chc 05/13/03 APPLICATION APPROVED BY: Signature A a i v My con,u lsson,,Expg , '7 ` „„ :, C l Commission — e fie Hernandez a My Commission Expires: Commts�on D0245972 0 �ef�e,kw & * ***** ** * *** ********** * *** * * * *** * ** ** * ** * *** *** **** ** � i nnli 4,,70 0l w 'b'�` ' LW� **************************************** **** * ***** *** * *** *** * * ** * *****' *** * ** ****** ** * * * * ***** * ***** * *** *** /1/40,) • Plans Examiner Engineer Zoning 444 t,5 7 11 abutter It aired , dew don of lndow Product A towce Product A rov maw or ; 00 '.�! L.i.�� �.i��r� • Lc . �.i ,r `o . 1 ■■ P$F - PSF radio L � I NENIMM [(: MO ► : i ° 7 5c9/ ■ mom umemin OtQl2.. .ip 61,1e MI gxe 6 utl,vo V 03_0611,0& " ?o Igt4X3iiK N ' EMI =■ 111111111111111111111111111111111111111111111111111111.11111MINIIIIMIIIIIIIIIIIIIIIIINIIIIIIMIN WAIN .111111111111MEMPICI. 1, ■r111111111 ■1 ■111111111111111■111111111 1/01111INIMMERAIIIIIIIIIMIIIINTICIEMINI1111111111111110111111MAIIIIIIMPEMISIMI 1111111111111111111111111 MIMS Min= 1111I111111111111111 11 ■� li.: ; ter NIB ■■■■■■■11 ■■■■■■■■■■■1 .1■■■11l■"►ti .1►'"ii l!! ■�■ICrI■C' -"' .1 ISII2.111111111 ■■tea �••••■• ►■■■ ■■� miohiwaremil MUM w "'di824file 14 z, EMU 1111111111111111111 Miami Shores Building Department Product A royal Schedule / Com orison Chart Address: /0 s orrit No. etwuton wired Im mat U� 144 KALI 'Mt e-' 1-111U " i?ft IblEtot e- MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Indusbita 1070 Technology Drive Nokomis, FL 34274 SLOPE: 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 -Dale County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oiler 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 Dude County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assume* purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur tie: expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their ju isdicdon. BORA reserves toe right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fags to meet the requirements of the applicable building code. This pr is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminson Horizontal Window APPROVAL DOCUMENT: Drawing No.4112, tiled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Ivies, dated 2/16198, with revisions 12/29103 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiation date by the Miami -Dace County Product Control on. MISSILE IMPACT RATING: Large and Small Misuse Impact LABELING: Each unit shall bear a permanent label with the ms's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted her+eln. RENEWAL of this NOA shall be consld a ed after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the petformance of this product. TERMINATION of this NOA will occur after the motion date or if than has been a revision or change in the materials, use, and/or manufacture of the protect or process. Misuse of this NOA as an endorsement of any proms, for salsa, advertising or any other purposes shall automatically terminate this NOA. Fa:luie to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the etrphation date may be displayed in advertising literature. If any portion of the NOA is displayed, then It shall be done in its may. INSPECTION: A copy of this entire NOA shall be provided to the user by the a or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA revises NOA 0 024305.02 and, consists of this page 1 and evidence E-1 and E-2, as well as approval document mentioned above. • The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 ./ ambition Date: May 20, 2007 Date: April 08, 2004 Page IL Tif/ MIAMI DADS COUNTY, FLORIDA MErRRO.DADB FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1116 jUU ?I `In7 ::1KJ1[31r: 0 rr "11E 4 . .� MauiC7fr F7-0:1 11Y"11 ;, ..� 11=3 [y , if. Ill Crl aiiP'.5 V.77111_, x'31 -1111MIIIII FSi[ 4 II7 (31 7 i �.P_t ' - O -Il A —Al /�ITj'�1;�ri_ gal ,: EILz,T :IEILr�'!'r ►�i(. fj1':iF %?� '.damp/: [Il[u;L42Ii 3121 G`.TIT,..: gi-i)• L'lkt if fv�1' !: l: tyx If/ - TAIWIECI --)ice MPAIL liF41.1ix 1KiEN -t? AI.T 3.I 5: I1W7Eiirdffil E=1111<C171iMk_2201.:IffiV llilIK II`lr5l•1EIIII1T 1< 1W OIEL'A111111111•111111111rANNIMI1 TiLi.^?L ___LA Lila L3. ILllEXIIIP. IA II' :7-7111.71 1" rT33T�7 .1 FIirrxma„1•L'_:.,'7) i'� ,tr1 �►=; 1 1114177 11 111 1 11ACW1 1 11[41;eZNII f., 4 iRitirr,r4iiiimi i, _ ,,, , miiii iff...T.ILT.7 - ii:4-11111111M, r kW IE11r5 7.• '.'i!<UDIF7 ii II 111EATf x'.u"?'= 1r .: > IIIEr1__ :TLa iii; :' _ MDNA7IIRE OIE CA319II2 EFili.ixiAllIM ;. Cirri iMill ==r31LYu' DJLL ii WL.•i iiII.IL'M.z' E .107 (T Zti1471 1(11.171 "r,?' �. 1< 113Lf1'Z )1T.Siiiil� F3'�'_EL1 -z E7 i il "r_1Z f '°llrsr. i'T>rls�1•L' ii : Iii lrl Ell E.71 t • 4 Z_':' "?<31T.1E ?�[ IP aTilEitCu I1r!7 . IEE[! rY Ti7 C�xL 1- �l _„ 1 ,' . +NT;I "Z G FA i 3 I ;IX :Traii�turZ:•7fIC7 =.1C, ilMil 112. 7 i1=11 , `lt1leAnilt if 1351.7K1a.116- gilIPTW- E•]ii-tJ?E#TLIi[!-'II015I •.T/E1fL/'>;-) F°7C AT^1P2? TfI lI.'TT."5i 'T ri• L1,.1?9i2i■ F31 i: 7lfLFi � ?T?L YUE73 EE,; I.16_4A S:13: FA fErADIIII98111FfilLTY.) IC ITireygre.yi.iirfoirlicykrgymasykiir..9 • !�i!i!i•11' i �: /0. 4/03 /02 16/98 / A81 to CASS FASO • ..'- to RBI Itralser EE 2.46 ADO 129 -02 rariSED WE ALUMINUM HORiZONTAL SLIDING WINDOW HS-710 NTS}1 • 6 1 4112 f G NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISRNG OF AN .090 PVB INNER LAYER OF DUPONT BUTACUE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) I. IES OF 1/6' ANNEALED GLASS. B 5/18' DUPONT 2UTAC1TEE LAMINATED SAFLEX EEPSAFEE MA XI MUM (2) IJTE OOF 1/8" HEAT STRENGTHENED GLASS. C. 13416" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHOWED GLASS 3/8" AIR SPACE AND 8/18' LAMINATED THE 8/18' LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEXt/ICEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/18' LAND LG. CLASS CONSISTING OF 1 HEAT STRENGTHENED GLASS. 3 /8" AIR SPACE AND 5/18' LAMINATED GLASS. THE 5 /18' LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR 511FLEX/KEEPSAFE MAX0M.IM BETWEEN (2) UTES OF 1/8' HEAT STRENGTHENED GLASS. 2. CONflG URATIONS: X0 or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 1 1 1 j j z 6" 83" MAX HEIGHT i 58 1/4" MAX FIXED UTE DAYUGHT OPENING L 6" MAX 74' MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT -+ DAYLXDif °PENDIO OPENING r ! l r --�- 8° MAX 4" MAX SEE NOTE 4 ON MEETING RNL ...EVATION 4' MAX 57' MAX DAYUGHT OP ENN G MAX ANCHORAGE aAX 6" FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REOUIRENENT: NO SHUTTERS REVD. 8. REF. TEST REPORTS: FTL -1969 * FTL -3740 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS i HEAD & SILL mum MAX. 8' FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. Robot L• odi.P.@ PE NOME Stmesai v.T. / air. /IACATION 1070 TECHNOLON MAT FL 3 P.O. BOX 1011 Fes. 0. 34224 JG MAW et o. A8. OX ELEVATION & 9.0.M. (LG. MISSiLE) • 1 - . •IVE . Tn ,Tr, TABLE >RZ - . . _ : L-1969 1k - L ' Ti . B. 5116" LAMINATED OW HEAT STRENGTHENED, .090 PVB, HEAT STRENGTHENED) D. 13116" LAMI I.G. - 1/8"HEAT STRENGTHENED, sr SPACE, 5116 LAMI 1/B"HEAT STRENGTHENED, .090 PVB.1/8"HEAT STRENGTHENED [ � CU, L: Mall C�� '7 .500 1111E.011 , : E : 3 E iKIM ?i ,T,', 63 111a:01 ' .M:10 74.000 - .0 L !1 --a 1 [•17 7 L U'] [:,'11 Mil t::�/ �1�17 L C M 5 ' 3 7 [ 37 75.0 Lai -75.0 Lai IIILUI [ 7 N 8.0 Ka] -7 0 C - 0 [ :17 11 66.7 1l I l WM - -.0 CM - 5.. L a i IFCal Lai l G a m E t $ ' I c a m 7 5 . 66. • ' I 66.7 6.0 Mai Mai 'l L K/CL1r]L Cita E L • F I 'ILa> A7 7Lag I IA Cal 1IL'.• W a l l t N 7 ILIAI C'I [ M 01 'J M M IC L L I i '11 - 1 - 1 CM C7 7; .0 1 T I1 N!1 - 5.0 68J - .0 li 7L 66.7 E1j1 Ca] -75.0 1 CUM - - 9!3 Okla N E M 75. + L� - .0 66.7 - 5.0 86. - 5.0 LI/ MI/ L I - 5.0 t - ..0 CAI Call NI L I I [ > 68. irkai L l Mai Mall AM EWA L:. iI Mal & iI 1EA/ ta> Cali ULMMal W J t ILIA - " .5 11C24111E11 5.0 66. WM t: : * - 0 • 0. 1'1 L�7 CA Mall C:271 'I SEM RRrr 7 l:L:la 112`Si F1241 ram LIM Mai EMI KM LAM 112Cla L EXJ I LSWI i I1 ILIA II tall E. miz Mall COI L NMal ILIAI ta/1 Kai ILIA EI! N. coal tom Itila CIA I ram Etal 1[271 Mal '7 '�I MI MI ILIA MA/ �L II y�I II CM / Lai � > � a � � � l Lys LaG:i EU r' Mi Cal TL:bIMal ILIA SlEfE7 ILYA Mal 111131 M LS CX7 7 ILAN E:3I -75.0 .0 r, WIDT S 75.0 • • • F.K. F 6/02 0.1 7' 16/98 GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5116" LAMINATED (1A° ANNEALED, .090 PVB,118" ANNEALED) C. 6" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (118°HEAT STRENGHTENED, .090 PV8,1/8"ANNEALED) NOTES; 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. POSITNE 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. NOT APPLICABLE IN MIA I -DAOE COUNTY. WINDOW HEIGHTS ac! 11l LC1eR PE Mare 100 Toclwn.00Y ORM NORM% P.O. BOX 1520 e4010328; R. 34274 FTL -1989 & FTL -3740 Nib StoW*10: ISeato Swab 111.0 HS-710 I N T S I 2 6 f - 4112 afta 1/8' I4EAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM ® OR DUPONT PYB KIER LAYER ''8 CLASS - 3/B" AIR SPACE 1/8" HEAT STRENGTHENED -.1 MASS COR 0 0 8 /18" LAMINATED . 13/18 NOM. i• • GLAZING DETAILS: 13/16" c62$) I.G. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2" _GLASS BITE TYP. INSIDE 1/8" ANNEALED GLASS ® 2 .090 INNER IJNER OR SAF DI /KEEPSAFE M I M) 1 E? 1 . 0 I t b I1I1 r� titmolund 1/8" MAULED MASS GLAZING DETAILS: 5/16" (,350) LAMINATED GLAS$ .iX�lr9r • 1072 TICHNOLOCY NOKOMIS. 71. 34773 P.O. BOX 1620 NOMA. FL 34274 F.K. F.K. R re Draw ipt 0 .5/03 03 /02 15/98 1/� MASS 1/8" HEAT STRENGTHENED MASS FF 0081 e 17 AYE E- 7 13/t6" LG. GLASS TYP£ 1/2" GLASS SECTIONS & GLAZING DETAILS INSIDE .090 INNER LAYER (OUPCNT BUM= OR SAFLEX /KEEPSAFE imam) ALUMINUM HORIZONTAL SLIDING WINDOW HS X I NTS 3 af 6 4112 G VERTICAL SECTION M L 0114 P.E. PO 43V21 Marl HORIZONTAL SECTION • 1070 709010LOOY 04t FL 34272 P.O, lOX l520 MOWS. A. 34274 i sQ WINO OP 048: fr 3/03 4013 02 1 6/98 ••101E1101 ffi RASS m F- NO MO Siff � 129 -132 my rams TYPE iscomornlip SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW awl" I NTSI 4 a6 4112 IG TYPICAL HEAD SECTION SUBSTRATE AS3/16' PARDON (SEE NOTE 1) TYPICAL. SILL SECTION SUBSTRATE ANCHCRINQ I 1/e MIN. 1/4* MAX. J SHIM TYPICAL HEAD SECTION ZNITLANCBMINg Al #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION 202Q...1111=EM 1/4* MAX. SHIM 1/4' NOTES; 1. USE ONLY MAIO—DADE CC4.01TY APPROVED ELCO TAPCONS. 46, 2. REFERENCE TEST REPORT: FIL-lass a FTL-3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFRCIAL 4. INSTALLATKIN OF 1x W000 BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. [Z.1 APPROVED APPROVED WOOD BUCK 2x WOOD BUCK (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMB SECTION "alwobtb 1070 71911142.00Y OWE POIRIMS, a 34714 P.O. sox 15211 WRNS. R. 34274 ANCHORAGE SUBSTRATE AICHCSIIND 11.02126=119.2thla 3/16 WOWS F EZ CHO DES Stff TM NOTES 3 & 4 ALUMINUM HORIZONTAL SLIDING WINDOW 64444/P40.4 Ian* I V** I ommtil No. ftS-710 I AITS I 5 cf 6 I 4112 rb --.1 he .705 • 062 2.784 L -� k .737 ()FLANGE FRAME JAMB 6063 -15 ALUM. 1.057 -+1 17-- .678 .050 Q 5/16" GLAZING BEAD 6063 -T5 ALUM. 1 .1 87 —1 .062 2.074 ® FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L 1 .1 87 � - 1.403 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 —old— .723 .688 "i ()WIND LOAD ADAPTER 6063 -15 ALUM. .062 — .062 4 '9 1 .1 83 1.349 I 1 f OD SASH TOP & BOTTOM RAIL 6063 -15 ALUM. 7 L II10 osL. COIL P.E. OWN .062 1.187 1.081 SASH MEETING RAIL 6063HS -T54 ALUM. L .0621 1.373 1.273 FLANGE FRAME HEAD 6063-T5 ALUM. I 1.097 ees T. 13/16" GLAZING BEAD 6063 -T5 ALUM. 1070 TECHNOLOGY OWNE N0160111S. R 34178 110110105. FL 34274 .062 1.349 t. 1.291 - 1.970 ® SASH SIDE RAIL 8083 -T5 ALUM. F.K. 11/2/01 EXTRUSION PROFILES TMYt .062 — 1 .4 0- - -- � c., T 2.094 1 .1 22 F 1•+2.710 - Q FLANGE FRAME SILL 6063 -15 ALUM. midas 4 10'50 F 1711 IIItS 516 23 03' -- i) 1 0 1 1 1 11 Fri9Mr9 itY141 V,4:! ALUMINUM HORIZONTAL SLIDING WINDOW amwma* HS-710 NTSI 6 w 6 " 4112 I G MIAMFO 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. 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 Ilgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impa 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 ' - l ufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Re 'sion stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County ' Control Division. MISSILE IMPACT RATING: Large and Small Missile Im LABELING: Each unit shall bear a permanent label with the manufactu'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. MIAMI DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 FGT Industries NOTICE OF ACCEPTANCE: EVIDENCE 4 SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Manuel Pe =Y Product Contra NOANo , :11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM-E-1300 Table, dated 6/6/03, prepared, signed and' sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00. 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Turner, P.E. G. OTHER • 1. Notice of Acceptance No. 02- 1224.02, iss to PGT Industri , eri "640" Aluminum Casement Window, approved on 5/ 2/ 1 3 ; d ex �;, o :1 08. E -2 Product Contro ", , , r NOA No ' - 117 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 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 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) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16' LAMINATED GLASS COMPRISED OF (2) LffES OF 3118' 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) UTES 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 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 AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. F 4: F. FOR 14.} "XOX" & "O' CONFIGURATIONS SEE SHEET 5. G. FOR 44 "XOX' & "XO" OR "OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL UTE 'XOX, "XO' &'OX' CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: 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 UTES (2) ANCHORS 3' APART AT MID -SPAN ON FIXED LITE 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, 6 AND 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 AND FTL -3729 3 } X 0 x 0 CONFIGURATIONS OPTIONS x 0 x 0 0 x 0 UNEQUAL LITES X 0 UNEQUAL UTES 0 x UNEQUAL WES NOA DRAWING TABLE OF CONTENTS SHEET NOTES • 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS UST 11 ANCHORAGE. 12 ?/o43 Ft ex Fx AmdAK Os,°BF FIC Ode 317A73 rommoak A kallsrase e evar °ac Dar 12 REVISE N AQEHOTE4 ADD 13/16° LO. &ROVE GIAZWO DETAILS TO SHEET 2 NO CHANGE THIS SHEET tar 10767ECWOLOOVDAVE NOROWS, FL 34276 P.O. SI* 1626 NO1COMS, A 31774 Vie* Better NOTES AND TABLE OF CONTENTS rar ALUMINUM CASEMENT WINDOW, IMPACT Sramae tam SMS man+ m.e C .740 NTS 1 1 d 12 I 7045-8 G Lucas A. Timer, P.E. PE 668201 t -�- .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" ANNEALED GLASS 1/8" HEAT STRENGTHENED GLASS 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 00 .65" NOM. GLASS BITE 7/48° LAMINATED GLAZING DETAIL 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 1 .65" NOM. GLASS BITE 5/18° LAMINATED COMPONENT 1/8' HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .85' NOM. GLASS BITE Road* FJC =AM 8 REDRAWGAZ1NG DETA8186 ADD 13'W ma Amid Or R"aaer. >� aamax Data- 7110/03 aaa* C n"ialsc F.K Oat FK 032&D3 M CHANGE Nil SSHEET less ram TECHNOLOGY OWE NOKOE43, FL 34275 P.O.BOX1613 NOKOMIS. FL 30274 GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT W n TS 1 2 , 12 7045-8 rC Lucas A Tumor. P.E. PE CUM Mechanical ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ) 13" MAX. O.C. ANCHOR 1112' LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30' MAX — DAYLIGHT y OPENING 134" MAX WIDTH 53° MAX DAYLIGHT — OPENING O 30" MAX C DAYLIGHT OPENING ® NOTE: 58" MAX DAYLIGHT OPENING 83° HEI 4' MAX 1 4° MAX _ L_ 37" MAX 1.13° MAX. O.C. 80° MAX. FIXED VENT TYP. r 4° MAX A DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 ELEVATION "A' - 83' HIGH "XOX° (SEE SHEETS 8-8 FOR PRESSURES) 74' MAX. WIDTH ° MAX. DAYLIGHT OPENING 141/2' MAX. O.C. TYP. ELEVATION IT - 83" HIGH °XX° (SEE SHEET 5 FOR PRESSURES) X' PANEL MAY SWING IN EITHER DIRECTION MAX HT I -t--.1 141/? MAX O.C. VENT HEAD & SILL ONLY L SEE MEETING RAIL DETAIL TYP. (4) 56° MAX. DAYLIGHT OPENING 83" MAX HEIGHT ') /(U /O? u..rex F.K F.K 7 17,03 Foe arc MOM �17/f02 Awitur A Raitirae Rsolstore C arr.reF REVISE ANCHORAGE CHAINS* SHEET NO. REFERENCES ADD FENCE LOCATION DETAILS PEW 1070 TECIINOLOGY MOVE NOICON .FLSON P.O. BOX 1520 NOM= FL 31274 ftT VFri* Berner "Or & 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT brrtUdlt 9a! Steak 10.1w. cam I NTS w.e 1 3 a 12 7045.8 C Lucas P. Turner. P.8. PE1 Mew SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4° MAX. t 141/2" 4" MAX M AX. O.C. ELEVATION "C' - 72 HIGH 'X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX 13" FLUSH AGAINST JAM, MAX. TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE ING 141/2' MAX. O.C. VENT HEAD & SILL ONLY 65' MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ® DENOTES HINGE LOCATION AT HEAD & SILL OF' X' PANELS, TYPICAL SEE HINGE DETAIL SHT. 4 72' MAX. HEIGHT 4" MAX. 4" MAX. — I SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 37" MAX. 4° MAX. 37° MAX. WIDTH 30' MAX. DAYLIGHT OPENING 97' MAX. WIDTH 56' MAX. DAYLIGHT OPENING 141/? 4" � MAX. O.C. ELEVATION "0" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 30° MAX 53" MAX. DAYLIGHT DAYUGHT OPENING OPENING 63° MAX. HEIGHT 1 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 60" MAX WIDTH 53' MAX. DAYUGHT OPENING 13' MAX O.C. 4' 4" MAX. J L ELEVATION °E" - 83' HIGH' O" (SEE SHEET 6 FOR PRESSURES) MAX. O.C. ® NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 58" MAX. DAYLIGHT OPENING 83' MAX. SEE MEETING HEIGHT RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "P - 63° HIGH'XO' & 'OX" UNEQUAL UTE (SEE SHEETS 7-8 FOR PRESSURES) 56" MAX. DAYUGHT OPENING 63° MAX. HEIGHT 16..1 11x [Ws ltwabs FR 3'17A73 FX FIG FK 1247/12 F.K REVISE ANCHORAGE aWMY#'BdiEETNO. REFERENCES ADD HW E: DETAB.3 FAME LOG4TTONHO7ES Deft 10701821111O100YORME NOKOMIS, FL 342711 P.OL BOX ISM NONCOM,, PL 34274 Visibly Baguet '!', "O', "XO° &t 'OX' ELEVA IONS ALLIMINUM CASEMENT WINDOW, IMPACT 0S CA-740 NTS 4 d 12 1 70454 C Luca" A TM"trer, P.E PE #O1 Msdhardral COMPARATIVt ANALYSIS TABLE dtr' 1 • =- re • :r• �- , 1.1• t' . 17 • 26.000 -90.0 -90.0 -90.0 70.0 -90,0'70.0 " WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 38.000 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 -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 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1. -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 31.E 36.000 38.375 -90.0 70.Q -90.0 -90.0 70.0 -90.0 -90.0 70.0. -90.0 -90.0 70.0 -86.3 -90.0 70.0 -90.0 -90.0 70.0 -90.0 90.070.090.0 -75.0 70.0 -75.0 76.0 70.0 -75.0 - 75.0 70.0 -75.0 -75.0 70.0 -76.0 -75.0 70.0 -73.7 -75.0 70.0 -75.0 ED ON 1/4" TAPCONS OR#WSCREWS 70,0 -90.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -81.0 70.0 70.0 -87.4 70.0 70.0 -90.0 70.0 70.0 - 90.670.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 - 75.0 70.0 T o.0 -75.0 70.0 0.0 -70.4 70.0 70.0 -75.0 70.0 70.0 - 67.9 67.9 70.0 - 75.0 70.0 43. -90.0 -90.0 -90.0' -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -70.4 -00.4 -75.0 -59.0 -75.0 000 70.0 70.0 70.0 • { e = �, r -re "iir. • J :' :r I -r • _ .. � . a . _, • 6$ OOD ` 0.0� 000 69 .. �L s' c ' Ti ^ o .: �'. I c °'� c ` � c - rX `E c - !Utz 70.0 70.0 70.0 70.0 70.0 59.0 70.0 48.000 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -61.8 61.8 -90.0 70.0' - 83.6 70.0 -90.0 -79.9 -90.0 -63.9 70.0 -90.0 70.0 70.0. 88.468.4 90.0 -58.9 -90.0 70.0 -7 .Q_70.0 -54.3 54.3 -75.0 70. - 52.8 52. -75.0 '70.0 50.625 '-90.0 -49.9 -75.0 HEI3H 'X" WINDOWS 70.0 - 80.0 70.0 -90.0 70.0 58.9 - 56.1 58.1 -53.8 53.8 - 50.4 50.4 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 89.6 70.0 -96.3 70.0 -842 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.4 70.0 -72A 70.0 -69.9 69.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 63.9 -60.0 60.0 - 58.5 58.5 - 562 56.2 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 54.9 -51.8 51.8 - 48.648.6 - 45.2 45.2 70.0 75. 70.0 - 75.0 70.0 -75.0 70.0 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 70.0 - 75.0 70.0 -75.0, 70.0 - 75.0 70.0 499 - 48.4 46.4 -43.5 43.5 -41.1 41.1 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 ST REPORTS: FTL -3582 FTL 587 -3729 70.0 -90.0 70.0 -832 -90.0 -67.8 -53.4 -90.0 70.0 -90.0 -47.7 90.0 -42.4 -75.0 -39.7 -75.0 -38.8 -75.0 70.0 67.8 53.4 70.0 47.7 70.0 65.5 70.0 60.4 70.0 -57.5 57.5 -54.9 -75.0 -51.1 -75.0 42.4 70.0 39.7 70.0 38.8 70.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 -90.0 662 45.0 70.0 -90.0 51.3 -49.8' 70.0 -90.0 45.6 --43.9 70.0 -87.8 70.0 70.0 70.0 70.0 65.0 70.0 49.8 '70.0 43.9 70.0 72. -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 000 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TEST REPORTS: FTL -3580, FTL -3587 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS GLAZING OPTION: C. 7/18" (3N8"A,.090,3/18"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 - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASE) ON 1/4" TAPCONS OR 014 SCREWS "XX" WINDOWS GLAZING OPTION: A 5116" LANK (1/8"A,.090,118"HS) HEIGHT TEST REPORTS: FTL-3582 43.000 NEG POS 48.000 1 50.625 54.000 NEG1 NEG P08 NEG POS -75.0 70.0' -75.0 70.0 - 75.0 70.0 -75.0 70.0 "XX" WIDTH 37.000 A 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 , 74.000 A A A A A A A A A 26.000 NEG P08 -75.0 70.0 -75.0 -76.0 -75.0 -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 70.0 70.0 31.000 36.000 38.375 NEG POS NEGIPO NEG POS - 75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -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 70.0 -75.0 70.0 -75.0 70,0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 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 -70.4 70.0 - 67.9 67.9 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -85.5 -80.4 59.0 70.0 70.0 70.0 70.0 70.0 70.0 85.5 60.4 59.0 -76.0 -75.0 -75.0 -74.4 58.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 68.4 61.8 57.5 "54.3 52.6 -69.8 69.6 -652 76.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -63.9 83.9 -60.0 - 58.9 58.9 -56.1 54.954.9 -51.8 -51.1_51.1 -47.9 - 49.9 -46.4 70.0 70.0 70.0 65.2" 60.0 58.1 51.8 47,9 46.4 57.000 NEG POS -75.0 70.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.8 44.8 -43.5 70.0 70.0 70.0 83.0 58.5 53.8 48.6 44.8 43.5 60.000 NEG POS -75.0 70.0 -75.0 -75.0 -68.5 -60.8 -56.2 -50.4 -452 -42.2 -41.1 70.0 70.0 69.5 60.8 562' 50.4 452 42.2 41.1 63.000 NEG POS -75.0 70.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4.(BASED ON 114" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL-3582, FTL -3729 GLAZING OPTION: B. 5/18" LAMI (1/8 "HS,.090,1/8"HS) E. 13/16" LAM', 1/8"H8,3/8" SPACE,W16" LAMI -VW 1/8 "HS,.090,1/8"HS) ALL '70(" S S UP TO 74.000" WIDE x 63.000" HIGH 1- 75.0170.0 TABLE 5.(BASED ON 1/4" TAPCONS OR 014 SCREWS) '%X" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI OM 6"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 E x NOTE: IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 90P WINDOWS IS LIMITED TO 46.7 P.S.F - Z'7c /a 3 FJC 3/17113 wwsx Lire FX /iamb* A ""1"a NEWBE TABLES', AND J. MASS TYPE ADD GLASS TYPE TO TABLES 184 311SL3 *men* . 0* karWar FJC MOW c ass ce.d.deF F.K 1V17X12 NO CHANGE THIS SHEET av 1mo TOO4YOLOOTORAN NaW148. FL 54278 P.O. BQX an NOXOM49. n.34274 PIGT Visibly Better PRESSURES- X & XX CONFIG. WINDOWS _ nse ALUMINUM CASEMENT WINDOW, IMPACT Ibriefte. east Vise 04748 I NISI 5 e 12 18.4.83. 7 1 C Lucas A Turner. P.E PE 068201 Maohan ;o 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 "XOX" WIDTH 72.000 74.000 79.000 84.000 90.000 98.000 1;1 - '! POS NEG '•T 1511 r EMI En 11E1E03E3E1 153, 0-90.0 En rig FB0 1E1 - 75.0 frCM 111■ Inn En - 90.0 0 - 75.0 En 1:=M 1533 E33 CM En f1© -90.0 KO 1E23 En ILNI5a3 r r 1:03 f , 1211A 15!]0 E6M @CI © -90.0 Ell 1E11 E321 0 WO Ell cam Ell LA 15M1 En 1O r r 114 gIn 70.0 CEI r r 11r31 -75.0 lin En } GUI 1513 Ell aal CI r,.r , 1 1 ]!r ! En 10111 �� En 7 1:10 1511 t 1 15C� r r © 1=0E33 inn En • COGI En 1E3a 1 1� r�i�t'1L•J En itCS'J Ell 1114 -90.0 Ell -90.0 kal KR -75.0 70.0 11 ft[1 Ell 1537 kCX3 WI Ell Ell r r 1 11 KIM rr,' FA 2I a r r mil ism KEN r r sr r Val 1 r f 13A El] r r r , 11n40.0 Ern= En -75.0 r r,, 70.0 31.000 -75.0 -76.0 70.0 70.0 70.0 582 43.000 48.000 50.825 54.000 MILU CM JI 1214*1a�] t I 3 ,..,1 IrI 11 m 1=3 � 1 f , ���1 , f �,'��] 50.4 •mi Ill L [iRiI nfEl 1U111 tan CO 7 15�A� r r 1507 f r Inn r r E. 1 ET] Val Ell En EXIED 1533 r, 1M Uri Ell - 90.0 f r rr a En 99.0 ,, :r r ® 70.0 -67.9 67.9 -59.0 59.0 3 52.8 -49.9 gal KIM 1alEl 1 X 70.0 -75.0 , r -75.0 kin EMIEE1 e,] En 1513 Ell 15 r, 1 ,, EMI r EMI rr 1E1El 90.0 70.0 -90.0 70.0 !MIMI Ell 70.0 -90.0 KO Inn lan 1E1111 OH ®E ]Cal1'11] 1E113 CE37lanIVE111 Mil l I l 1513E13 COO rr153]i Ell 5.r El] E , r 1523 En WM KO r ETI =I Ell -900 En nn En En Ell -90.0 El] CM En !IZ1 ,r n er EMI mEn toF, ] lm1 L1 'l1 i -50.0 50.0 Cam] gal EMI CM CIII 1533 FOri ro3 Ell call Iff411513 r &ail En 15213 Ell © r r Be] En ri ] r, r r Ell -90 0 r r :. r r , r 2I3 r r EMI . r EMI El3 Erl !alai ,, lEn r r Ell En K UTI CO Ell i] lIE1 Ell 1 MAMA 31 11 E1 Kid Iti,111T13 EIE1 till r f Ee- r , , Ek tj Fa3 lYal Ell UM 1533 En 1533 Ein En err En e r r Ell Ell En E EOVI Ell 3 I'M Ell L. rr Ell 1533 LE En 1:03 r r COLI r EDO r r : ifE�, , EE DM r, n f FEU -90.0 r r -90.0 kin lm Ell Ell r r 1S5�r r r 1'S'1 r r ERR fl -64.1 Inn Ell Ell mc C xicob! WTI En ED C ] 43.5 n I T7F3 m ®® Ell f r YCaJ Ell f.tta7 Ell if TI r r 1533 ! r r 15337 E13 r, r f 90.0 - 90.0 ITO EN EMI -75.7 En 15'Z ] 70.0 E 1M C 7 L 7 CEn1 M -50.0 50.0 -48. 46.1 CVEi EUEIMMEM CB KB 1 MU , f -75.0 r r 15' 1:11 Fin 1E11 E13 f r, Ell El) Ell E33 En Enl rr ® EMI E:A68.5 1E33 :,r E 1 1512 1tai Cal EX' mU*1 C [E1 Ea] aA En En ELI 1E331 E33 151i1 r r 15:11 En 1511E13 r r r COD Ell 1511 En Mil Ell 1533 Fill Ian 1113 cri FOCI :.rr rr1,�.r -3E].• rr rr153E1 rEllC3I can En ! 1EllEllI Km= inn um roman lm n mkt l EMI Ell 1En 101315:33 r r War] r r e03 Eli Mil r r 1121 , r Ell E] , r Mil FM En r 1E1g En 1 r knEl] -eo 1GX1 EMI 1=l1L - '.la CIDt IESE1 1E1E1 1 m C 11 1 31 3 - 39.61 15 � 3 1 1 3 1 ] �7] �x77 EMI r r , r coo e r mil r r run •.17 n cam r 1 too , 1® , r rEn 90.0 1TE3 f fr&N rr1 lfkil EMI E:.:aa 11t' 1FW1 38.000 NEG 75.0 -90.0 -90.0 -90.0 -75.0 -90.0 -90.0 90.0 70.0 70.0 -80.0 -46.4 70.0 48.4 -75.0 -90.0 -43.6 -75.0 -40.1 POS 70.0 70.0 43.5 70.0 70.0 70.0 40.1 70.0 83.0 58..7 60.000 -38.0 75.0 -60 Ec 70.0 38.0 70.0 L.Ti'1 11: MI ILI15�QX]�J ®�UM ® 1' ]CM® ®m Ell ® 1 1 ".11m1E11E1 ! Ell 1© 1M3 r r r - 90.0 FM 90.0 70.0 -90.0 El3 1'5' l r r EM Ell Ian G'E7 ran 80.4 W] -54.5 En 131 Mn < O � f t r " 3 ] EU 1 : 1 1 53.41 L EablEN 1 M M C lm 36.7 E',11 35.5 1€1E1E361 1-n 150E1E13 © En 1 ,, 15 r r 1511 En EA] Fal f kill © r r® r, 15E r r En 14 Ell 70.0 lErl 70.0 ICTI Ell -90.0 , , '] 1533 El] EEO cET ]1 c3 Ell ITE1 -55.9 55.9 53.0 63.000 -90.0 40.5 -50.0 70.0 38.8 60.5 50.0 TABLE 7.(BASED ON 114" TAPCONS OR #14 SCREWS) "0" & "11412 -114 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7118" LAM! (3/16118..090,311 VMS) ALL "0" SIZES UP TO 80.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 83.000" HIGH 1-90.0170.0 4 X 2 O X O NOTE IF USING 3116' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 7404 rL,""sr FR 3/17.W Sac 3125473 Rasa Sr FJL 7110/03 ao,ex FJC FJC A NWrger RwLhnr rh.mes" 12117/02 RAISE TABLE 61 48.498 TYPESA 8 C ADO GLASS TYPES To TABLED NO CHANGE THIS SKEET DOM 1070 TECHNOLOGY DRIVE NOKOAda R. 91776 P.O. sex MS Norma FL 34874 Hui VOW/ &Myr PRESSURES -OS 1/4- 1f2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW. IMPACT CA.740 I NTS I 6 .1 12 r 7045-8 1 Lucas A. Turner, P.E. PE #039201 A chroniaa7 COMPARATIVE ANALYSIS TABLE 8. (BASED ON 114° TAPCONSNG CtR OP I I CREVS 1341411 a. OR "OX & " H 1/3-1/3 XOX" WINDOWS TEST REPORT- FTL -3582 "xO" "xox WIDTH WIDTH 37.000 55.500 A 48.000 49.333 53.125 58.000 80.000 64.000 67.333 70.917 72.000 74.000 72.000 74.000 79.888 84.000 90.000 96.000 101.000 106.376 108.E 111.000 A A A A A A A A A 28.000 31.000 -75.0 70.0 - 75.0 70.0 'i,e- _ .: \ t,.� t .: j- �I-' . 11 'VC :: �T 'e •:11Y: � ' �T. �I C - �; 43.000 48.000 50.625 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.000 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 706 70.0 70.0 70.0 70.0 .375 75.0 70.0 -75.0 75.0 76.0 75.0 -75.0 -75.0 70.0 -71.8 -70.4 -87.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9" -70.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 71.1 70.0 -81.8 61.8 -88.4 68.4 -58.2 58.2 -75.0 -75.0 75.0 -71.9 -83.9 -58.9 -55.8 481.8 61.8 -55.1 65.1 1481.9 40.4 604 - 54.3 54.3 -51.1 -59.0 ' 59.0 482.8. 52.8 -49.9 70.0 70.0 70.0 70.0 83.9 58.9 55.6 51.9 51.1 49.9 54.000 -75.0 70.0 -75.0 -75.0 -75.0 -87.7 -80.0 -88.1 . -52.8 -48.9 -47.8 -48.4 70.0 70.0 70.0 67.7 60.0 56.1 52.8 48.9 47.9 46.4 57.000 80.000 -75.0 70.0 75.0 70.0 -75.0 -75.0 -72.1 -84.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 70.0 70.0 70.0 84.9 58.5 53.8 -75.0 -75.0 -89.5 -82.7 -58.2 -50.4 49.4 44.8 -42.2 45.8 -42.8 43.5 -41.1 70.0 70.0 89.5 82.7 582 60.4 45.9 42.8 422 41.1 63.000 75.0 70.0 -75.0 76.0 -87.5 -80.4 -53.4 -47.7 70.0 70.0 87.5 88.4 53.4 47.7 -43.1 - 43.1 - 40.3 40.3 - 39.7 39.7 - 38.6 38.6 'TABLE 9. (BASED ON 114" TAPCONS OR 014 SCREWS) "XO" Or "OX" & "1!34/3 -1i3 XOX" WINDOWS REPORTS: FTL-3582, FTL-3 GLAZING OPTIONS: 8.5/18" LAMI (1/8"HS,.090,118"HS) E. 13/16" LAMI (1/8118,318" SPACE,8118" LAMI-WI 118"HS,.090,1/8"HS) ALL. *)(0" OR -OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "113 -113 -113 XOX SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) 7(O" ar "OX" & "1/3- 113 -1P3 XOX WINDOWS TEST REPORT: FTL GLAZING OPTION: C. 7/16" LAMI (3116 A,.090,3/16"HS) ALL "AY' OR "OX" SIZES UP TO 74.000" W DE x83. 000" HIGH AND ALL "1/3- 113- 1/3XOX SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.0 j 70.0 NOTE: IF USING 3/18" TAPCONS OR 1/12 SCREWS DESIGN PRESSURE FOR - XO . OR "OX" AND "COX" WINDOWS 1S LIMITED TO 41.3 P.S.F. 1 3 X 3 O 3 X X 0 O X 7 /ia / © Road* bel. Fu 3'17417 A REVISE TABLE OIABS 7YPEA fielizat FJC SEM 8 ADO MASS TYPE ET7 TABLE 9 1YCBF 0� N�aatik FJC 11GB3 0 NO 4NQE SSftEET mine O12 fritlq�' Wfa . F.K. 11/17/02 10101EERNOWGYERNE NOKOWS, A. 84278 P.O. BOX 1OT8 NOX0L10. FL 34274 4?sThb Beaer PRESSURES -XO, OJT & 1/3- 113- 1/3XOXWINDOWS lea ALUMINUM CASEMENT WINDOW IMPACT 8 a A - k 7 a o 1 N T S I A T tl 12 1 70454 r C Lucas A. Tumor, P.E. PE 086201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 114" TAPCONS OR 814 SCREWS) "XO" or OX" & .XOX" UNEQUAL L ITE WINDOWS c 'riL :r-rc -ilk _. 'I rc ,:.'t 1 ez ' {e =e -75.0 70.0 -75.0 -75.0 -90.0 -89.1 -75.0 -90.0 -80.5 -75.0 -90.0 -53.6 -75.0 -90.0 -49.9 -75.0 -47.3 -75.0 -90.0 -45.5 -76.0 -90.0 -43.6 -76.0 -90.0 -43.5 70.0 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43,8 70.0 70.0 43.5 70.0 -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -60.4 -75.0 -90.0 -46.8 ' -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -76.0 -90.0 -41.2 -76.0 -90.0 -41.0 -75.0 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 x'0.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.8 70.0 70.0 '42,8 70.0 70.0 41.2 70.0 70.0 41.0 70.0 -74.1 -75.0 -90.0 86.6 70.0 70.0 70.0 56.5 -75,0 , 70.0 -90.0 70.0 -62.1 62.1 -75.0 70.0 -90.0 70.0 -54.5, 54.5 -75.0 70.0 -90.0 70.0 75.0; 70.0 -85.8 70.0 -47.9 - 47.9 -75.0 70.0 -85.0 70.0 - 46.7 46.7 -75.0 70.0 -82.8 70.0 - 45.1,45.1 -75.0 70.0 -79.9 70.0 '-45.0 45.0 75.0, 70.0 -64.9 -75.0 -90.0 "40.4 -75.0 -90.0 -65.2 -75.0 -50.7 -75.0 -64.7 51.3513 -47A -75.0 70.0 -75.0 -90.0 70.0 -78.6 -48.4 48.4 -44.7 -75.0 -74.0 "44.3 -75.0 -73.1 -43.1 -78.0 -71.3 '-41.5 -75.0 -699.3 - 41.4 -75.0 64.9 70.0 70.0 50.4 70.0 70.0 552 70.0 70.0 50.7 70.0 70.0 47.4 '70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 -80.6 80.8 -58.1 58.1 -56.1 - 75.0 70.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -47.5 47.5 - 44.1, 44.1 -41.6 75.0, 70.0.75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -52.6 52.6 - 49.1 49.1 ' -48.2 -75.0 70.0 -76.0 70.0, -75.0 -90.0 70.0 -87.0 70.0 -81.9 -48.2 48.2 -44.9 ' 44.9 -42.0 -75.0 70.0 - 75.0 70.0 -76.0 -79.6 70.0 -73.6 70.0 -89.7 56.1 -53.3 70.0 -75.0 70.0 -90.0 41.6 -39.2 70.0 76.0 70.0 -89.4 46.2 -43.6 70.0 -75.0 70.0 -77.2 42.0 -40.1, -75.0 69.7 -88.3 -45.6' 45.6 - 42.7 42.7 -40.7 -38.6 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 . 41.4 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.6 -75.0 70.0 -75A' 70.0 -75.0' 70.0 74.9 -69.4 69.4 - 64.7 64.7 - 61.0 -58.4 - 42.4 42.4 -41.1 41.1 - 39.3 39.3 -37.3 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 -68.8 68.8 - 84.1' 64.1 -80.5 60.5 -57.9, 41.6 -40.2 402 -38.7 38.7 -36.9 -75.0 70.0 -75.0 70.0 75.0:70.0 -73.7 - 67.3:67.3 42.5 62.5 - 592 592 -56.5 -40.4 40.4 38.938.9 -37.7 37.7 -38.2 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 - 65.3 65.3 -60.6 60.6 - 57.6 57.6 54.7 -40.3 '40.3 -38.8 38.8 -37.6 37.6 -36.1 -75.0 70.0 75.0 70.0 75.0 70,0 -72,3 29 53.3 -50.5 50.5 70.0 -75.0 70.0, 70.0 90.0 70.0 39.2 - 36.9 36.9 70.0 - 73.8, 70.0 70.0 - 85.2 70.0 43.6 -41.1 41.1 70.0 -75.0 70.0 70.0 -73.1 70.0 40.1 -38.0 38.0 70.0 - 75.0 70.0 66.3 -63.1 63.1 38.6 -36.6 38.81 170.0 -73.2 70.0 81.4 - 58.8 58.8 37.6 - 35.71 35.7 70.0 -71.4 70.0 58.4 -55.7 55.7 37.3 -35.5 35.5 70.0 -71.0 70.0 57.9 -552 652' 38.9 - 35.0 35.0 70.0 -70.1 70.0 66.5 - 53.8 53.8 362 - 34.3 34.3 70.0 -68.6 68.6 54.7 51.9 61.9 36.1 '- 34.3 34.3 70.0 -88.5 68.5 GLAZING OPTIONS: A 5I18' B. 5T1 AM1 T/8"F(5,.090,118"I ) C. 7/15" LAMI (:/16 "A,.01,3/18 "HSO E. 13/16" LAMI t1/8"HS,318" SPACE,5/16" LAMI -W/ 118 HS,.080 1/8"HS) "XOX" VENT FIXED WIDTH WIDTH WIDTH 69.264 19.125 28.000 A -75.0 70.0 31.014 9,E -75.0 70.0 C -90.0 70.0 ST REPORTS: FTL -3 X O X UNEQUAL UTES X O 86.919 95.973 108.649 115.892 122.000 123.135 128.000 130.000 130.378 134.000 F.K. F.K maid Pr FJC aoae.er. F.K. baas 3/17113 3455 Oxis 7/1@93 �71Y2 24.000 26.500 30.000 32.000 33.657 34.000 34.791 35.896 36.000 37.000 Raft= A B Ambow c 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 68.378 60.000 A C A B,E C A C A B,E C C A BE C A B,E C -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 .E - 75.0 70.0 -90.0 70.0 A -76.0 70.0 B E ' 75.0 70.0 "-90.0 70.0 A -75.0 70.0 B E - 75.0 70.0 -90.0 -75.0 -75.0 -90.0 A -75.0 B,E -75.0 C -90.0 A ' 74.4 70.0 13,6 -75.0 -90.0 74.3 -75.0 -90.0 -72.9 -75.0 -�� REVISE TABLE ft amss TYP133 A&C ADD MASS 71/PE E TO TABLE 11 NO CF}4NQE TFBsserT orrc I 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0-90.0 -48.8 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - 90.0 70.0 -90.0 70.0 -79.6 70.0 -42.2 42.2 -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 no -90.0 70.0 -77.1 1078 TECHNOLOGYORAE NOICOMIA FL 3276 P.O. BOX BOP NO KOMIS, A.31274 70.0 - 69.1 69.1 -65.1 43.6 -40.4 40.4 -39.2 70.0 76.0 70.0 -75.0 70.0 -67.3 67.3 -63.3 65.1 39.2 70.0 63.3 -80.5 -37.7 -75.0 -59.1 80.5 37.7 70.0 59.1 -57.4 -36.7 -73.3 55.9 57.4 36.7 70.0 55.9_ -54.6 -35,5 71.0 -53.0 54.8 35.5 70.0 53.0 -51.7 -33.7 -67.4 -50.0 51.7 33.7 67.4 50.0 "XO & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. GLAZING OPTION: D. 7116" LAMI (3/16°HS,•090,3/16"HS) TABLE 12. (BASED ON 1/4" TAPCONS OR 014 (SCREWS) "XO" or "OX" & 'XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 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 1 -90 • I 70.0 AU. '9X0" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH NOTE: IF USING 3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX AND 'XOX" WINDOWS 18 LIMITED TO 41.3 P.S.F. PRESSURES- UNEQUAL CONFIG. XO, OX & XOX may ALUMINUM CASEMENT WINDOW, IMPACT 01.740 NTS I 8 a 12 7045.8 UNEQUAL UTES 0 x UNEQUAL LITES PRODUCE complying TOR die NLorWt Baling Cade Acupmeec No ,x ', • , Er Dab g eZ- 74o,, 3 Luca A. Tams, P.E. PE #511201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT i b I MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 0 REFERENCE °XO° & "XOX" FRAME GI REFERENCE 7X0° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 n. ii L in MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX f REFERENCE "MC FRAME ASSEMBLY DETAIL, SHEET 10 tor b r moi ill MI I a t. I+ DAYLIGHT OPENING -►I (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX W Vw/ W MAX. VENT DAYUGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 0 7//o/03 Jima* ciAA F J L 3 1 7 1 0 3 A NO CHO 7 SHEET Rawly FJL bskr 3+T8d3T Dale 7/111103 12117A72 Rwle°it B Rwass rtorraer ore ADD tale la CLAMS BEAD CHI AAsuir F.K F/L flame,: FX SHOW 70P MCKIE 1070 TECHNOLOGY OWVE NOK0140 R 91176 P.O. 1648 110102 803.10.04274 Vidbf Better e°°Yr.s SECTIONS ALUMINUM CASEMENT WINDOW IMPACT CA-740 1 NTS 9 r 12 laaww 7045-8 C Lucas A. Tumer.P.E. PE6687B1 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 8083 -T8 #12x1 PH TEK SMS 13° MAX. O.C. WI (2) SCREWS 3° APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6083 -T6 X' FRAME JAMB #12x1 PH TEK SMS 13' MAX. O.C. WI (2) SCREWS 3' APART AT MID-SPAN °X' FRAME JAMB "XO° &'XOX" FRAME ASSEMBLY DETAIL "O" FRAME JAMB SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 8083 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL .434" 2.854 .082" NOM. 1.159' 2.139' O 5 SASH FRAME HEAD, SILL, JAMB MAT'L: 6083 -T8 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6083 -T6 DWG# 7005A 2.784° FRAME HEAD, SILL, JAMB MATS.: 6083-T8 DWG# 7002A 2.919° '7 /o /u- 3 FA 3/17033 A REVISED FRAME ASSY DETAIL SCREW SPACING sbmsx bas Dar Awki FX 3.2503 B NO 04ANGE THSS01E07 ara 7/15 103 7A 2 man F J ( F K. F.k NO CHANGE 719881iFP7 1078 TECHNOLOGY DRIVE NOKOMIS. n 34276 P.O. 1596 N Visibly Bests, ear_ EXTRUSIONS & ASSEMBLY DETAILS >ar ALUMINUM CASEMENT WINDOW IMPACT laxlmftht pair I as* 01•740 I NTS I 12 7045.8 IC Lucas A Tuner. P.E. PE 663701 na°hanuom PARTS LIST 25 ITEM 710112E? 010X.300PaPRL- 5/16" LAMINATED (1/8A & 1/8HS LASS) .090 DINER LAYER- SOLD77AOR DUPONT PVB 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 26 30 31 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 xe.aer n.e F.K 7/1803 llme1BF arm Fx 12/17,12 DWG POT. N DESCRIPTION MAIN FRAME- HEAD, SILL& IAMBS 1155 781PQA 08 X ISICAD PH SMS 7008 FRAME CORNER KEY 1/21W2'X1/8' CLOSED-CELL FOAM TAPE 7003A SASH -TOP, BOTTOM & SIDE RABA 1155 781PQA 08 X I QUAD PHSMS 7017 67017K BULB WEATHERSTRIP .187X.240 7009 SASH CORNER KEY 7024 MAXIM MULTI-PONT LOCK 7026 WCK SUPPORT PLATE 010 -24 X.562 PH. PN. TYPE 7014 MUL.T - UK%KEEPERGU1. & L.H.) 1157 78X78PPSMS 08 x .873 PH. P14. SMS 7013 TM BAR GUIDE 7015 TIE BAR ASSEMBLY 7026 MAXIM DYAD OPERATOR 7027 MAXIM DUAL ARM OPERATOR 7030 OPERATOR GASKET' 7031 BACX1NGPLATE ,08.32 X 375 PH. PN. TYPE 8 7032 785824 7033 OPERATOR TRACK & SLIDER (DUALARM) 7022 SNAP-ON HANDLE 7023 12' HINGE (HEAVY DIJPY) 5116' LAMINATED (1t8BS & VMS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/16A& 3/1611S GLASS) .090 INNER LAYER- SOLUTN0R DUPONT PVB 7/16' LAMINATED (3/16&4 & 3/16BS GLASS) .090 DINER LAYER- SCI.UTL►OR DUPONT PVB 7036 0 AZDNGBEAD 7042 GLAZING BEAD (7/161 1224 61E247 VINYL BULB WSIP ([HIS SILICONE -LOW CORNING 899 OR 995 PARABOND 1634 6163K SETTING BLOCK 7006 SCREEN FRAME 7040 SCREENKEY SCREEN CLOTH 1635 61635K SCREEN SPt NE - SERRATED 331 60976 CASEMENT SCREEN CLIP 7004A 7IXIPPT 012X 1 ° P1 . TEK. 7011 SUPPORT PPORT PLATE 7012 LOCK SPACER 7019 711573 SNAP-ON T4HANDI.E KNOB 7018 78L.DIID FOLDING HANDLE ,10 Fx 6'1 Bees, EIC 31503 A tt a 78x12PSIW/B 68 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASSY. TUBE NO CJIG 7108 SHEET .40013NB'LG. GLASS 6 GLAZING BEAD 0 NO CHANGE nes SHEET CMd lBiO STUD BRACKET ( & R.H.) 08 X9!8° FLT. PHLSMS tom TECHNOLOGY DANE tm 9 Na Fc3.1275 P.O. 1529 9 , 71 34274 ITEM 73 74 75 80 81 82 85 86 DWG 7025 7016 • 7005A 1155 7010 7007 7047 POT. 8 70834A 781PQA 67407 13/16' DESCRIPTION /AM IN SINGLE LOCK SEDGE B MCK KEEPER 68 X .790 QUAD PN SMS FDGED WINDOW FRAME -HEAD. SRL & IAMBS 08 X 1 QUAD EN SMS FWD FRAME CORNER KEY D ISTALIATION HOLE COVER GLAZING BEAD (13/16° LG .) LG. GLASS (1/8°HS.3/8 "AIR SPACE'S/ISLAM) ) 5/16' LAMI(2 LIVES OF 1/8"HS GLASS WITH AN .090 INNERLAYER- SOLU77A OR DUPONT PVB .708° .050' O 6/16' GLAZING BEAD MAT1_: 6083 -T6 DWG# 7038 .523' --�1 .050" 41 7/16" GLAZING BEAD MAT')-: 6083-T6 DWG# 7042 .423' ( 50)CASEMENT SCREEN FRAME 1 MAT'L: 6083 46 DWG# 7006 E ?GT_ .040' _' 11 1.000" .125 .093" 1.124" } --61 h-- .172" �- - $70' . L .050° T I - .569° 0 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 2.701° PARTS UST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT mr°eu°e edc er a 01 ow CA-740 I NTS 1 11 d 12 I 7045-8 c 1 ° .288" .040° INSTALLATION HOLE COVER MAIL: 6063 -76 DWG# 7007 PRODUCT REVISED es mmgtyt is aft (be Florida Balding f.atta Acceplaacc fY fJ Weal A. Turner, P.E. PE 08881 Meetmuhal APPROVED WOOD BUCK 1 172° OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM i #12 OR #14 SCREWS 1/4° MAX. SHIM 3/18° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1 112" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 i2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) 1M" MAX. SHIM 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) J 1 1/4° MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 12° THICK 1/4" MAX SHIM 3/16" OR 1/4' 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 1 112" 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. Raul* Oak FL 3K7A5 4w°iey FL **der FR Otis 3/108 are WOW Retleame Oh.ds,er tbom FJC 12/174 32 A ADOE0 ONSCREW OPTION ItOdayar 8 NO dfAl6SETF8.T9&EETET NO CHANGE THIS SHEET 1078 7EG81DLO@YDRNE 801621.66. FL 34220 P.0.8QX 1518 NOXO1A3, FL 3¢174 Vt7tb11'Better APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r- #12 OR #14 SCREWS __I 1 12" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 114 w MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2° THICK (SEE NOTE 3) 174 MAX. SHIM 3/18° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, • SILL, AND JAMB. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ad.i°n ea.m pewit CA-40 NTS I 12 d f2 t 704:-8 11/4° MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W1 WOOD BUCK LESS THAN 1 12' THICK 3 Lucas A. Tusx, PE 058201 Mechaslast ®® ► :• :4 1:4.0:4 :4 Thank You Craig P. Jones Exceptional Windows & Shutters Inc 13843 nw 19 ave Phone;305- 970 -7583 Opa Locka Florida 33054 Fax;305- 685 -3336 4 , 2c ®0® ► :4 To Miami Shores Village (Building Official) Claudio Grande, C.B.O. 00 : :! My company originally obtained a Permit #BP2005 -1008 144 nw 110 street 00 :4 :4 For Kevin and Judy Clark in order to install hurricane impact windows. After, receiving the permit, the owners used another company to do the job. As a result, I do not want Exceptional Windows & Shutters to be responsible for the outcome of the job. Had I inspected the job myself or made an agreement with the owners to qualify the job it would not have come to this. However, I ask you to please cancel the permit and take my company's name of all documents. (qualifier) Exceptional Windows & Shutters, NOTARY PUBLIC -STATE OF FLORIDA Yorleny Hernandez Commission #DD476455 onded Thru Expires: Bon c o 2009 Inc. z • \O a _ t IA SH RES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 /� Building Inspection e•I •0 Date p Z ®r 1,_ 104 Type Insp'n 1 49L•dS / DDtl/2$ Permit No. 6P-o5- ilrffilggr 10 Name • 0 T Address / /U tt) / 1 0 51 Company l ; d Lo 7 . 4,051 • Phone # Inspection Date Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /4/2005 Parcel # 1121360030120 Signed: Building Permit Permit Number: BP2005 -1008 Applicant: KEVIN & JUDY CLARK Owner: CLARK KEVIN & JUDY JOB ADDRESS: 144 NW 110 ST Contractor EXCEPTIONAL WINDOWS & SHUTTERS, INt ontractor's Address: 13843 NW 19TH AVE Local Phone: Page 1 of 1 Legal Description: MIAMI SHORES EXT PB 43-40 LOT 12 BLK 219 LOT SIZE 75.000 X Fees: Description Amount FEE2005 -9457 Building Fee $220.00 FEE2005 -9458 CCF $5.40 FEE2005 -9459 Training and Education Fee $1.80 FEE2005 -9460 Technology Fee $5.50 FEE2005 -9461 Scanning Fee $3.00 Total Fees: $235.70 Total Fees: $235.70 Total Receipts: $235.70 Permit Status: APPROVED Permit Expiration: 1/2/2006 Construction Value: $8,138.00 Work: REPLACE OLD WINDOWS WITH NEW IMPACT WINDOWS (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 7/14/2005 Applicant: KEVIN & JUDY Owner: CLARK JOB ADDRESS: 144 Parcel # 1121360030120 NW 110 Building Permit Permit Number: BP2005 -1008 CLARK KEVIN & JUDY ST Contractor EXCEPTIONAL WINDOWS & SHUTTERS, IN(Contractor's Address: 13843 NW 19TH AVE Local Phone: Page 1 of 1 Legal Description: MIAMI SHORES EXT PB 43-40 LOT 12 BLK 219 LOT SIZE 75.000 X Fees: Description Amount FEE2005 -9457 Building Fee $220.00 FEE2005 -9458 CCF $5.40 FEE2005 -9459 Training and Education Fee $1.80 FEE2005 -9460 Technology Fee $5.50 FEE2005 -9461 Scanning Fee $3.00 Total Fees: $235.70 Total Fees: $235.70 Total Receipts: $235.70 Permit Status: APPROVED Permit Expiration: 1/2/2006 Construction Value: $8,138.00 Work: REPLACE OLD WINDOWS WITH NEW IMPACT WINDOWS 'JUL 1 4 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Windows & Shutters inc. 13843 NW 19 Ave. Opa Locke FL 33054 Off: 305 - 970 -1838 Dade: 305 - 970 -7583 Fax; 954 - 316 -8022 Folio No.: 11- 2136 -003 -0120 Owner Name: Kevin Clark Property Address: 144 NW 110 ST City, State, Zip- Miami Shores Florida 33138 Job Type: Impact Window Code Size NOA# Ouantitv A= 37 x 50 5/8 03- 0612.06 6 B= 53 x 50 5/8 03- 0612.06 2 C= 19 x 38 3/8 03- 0611.02 2 D= 23 x 35 '/2 03- 0611.02 1 E= 74 x 50 5/8 03- 0612.06 1 F= 111 x 50 5/8 03- 0612.06 1 G= 37 x 50 5/8 03- 0611.02 1 H= All openings will have tube mullions 01- 1218.01 Roof Height: =15 feet Roof Mean: =15 feet Horizontal Dimensions: / /to wind = 48.00 feet Wind Speed - -V + 146 mph Wind Load Calculations Design Wind Pressures Windows • • • •. ....0. .0.... •••. • •••• •••. 100 . •. .• • ...... • • ...... • • ..1... • • . ..... 1 ..... • • 000000 • • ....0. Gcp &pi (' }PO 0000 0000 Zone 4 windward 1.00 -0.18 4.52 • • 1 • • Zone 4 leeward -1.10 0.18 • -5t%47 • • - Zone 5 windward 1.00 -0.18 • ■ • .4052 • 641.9* • Zone 5 leeward -1.40 0.18 -62.29 • . - • .'. Windows & Shutters inc. 13843 NW 19 Ave. Opa Locke FL 33054 Off: 305 - 970 -1838 Dade: 305 - 970 -7583 Fax; 954 - 316 -8022 Folio No.: 11- 2136 -003 -0120 Owner Name: Kevin Clark Property Address: 144 NW 110 ST City, State, Zip- Miami Shores Florida 33138 Job Type: Impact Window Code Size NOA# Ouantitv A= 37 x 50 5/8 03- 0612.06 6 B= 53 x 50 5/8 03- 0612.06 2 C= 19 x 38 3/8 03- 0611.02 2 D= 23 x 35 '/2 03- 0611.02 1 E= 74 x 50 5/8 03- 0612.06 1 F= 111 x 50 5/8 03- 0612.06 1 G= 37 x 50 5/8 03- 0611.02 1 H= All openings will have tube mullions 01- 1218.01 Roof Height: =15 feet Roof Mean: =15 feet Horizontal Dimensions: / /to wind = 48.00 feet Wind Speed - -V + 146 mph Wind Load Calculations Design Wind Pressures Windows • • • •. ....0. .0.... •••. • •••• •••. 100 . •. .• • ...... • • ...... • • ..1... • • . ..... 1 ..... • • 000000 • • ....0. Folio No.: 11- 2136 -003 -0120 Owner Name: Kevin Clark Property Address: 144 NW 110ST Miami Shores Florida 33138 5 -1" livingroom livingroom 23=1" Bedroom 13' -7 X 5=5" to 8-5" bath 8'-3" 14 -11" X^ 7-8" 27=5" P ND! page h `ms's C c 5-2" 5 -5" • • • •• ••.••. • OOOOOO •... • • •••• •...•. • • •• •• •..•.• • • • • • • •• • Br as kitchen /diningroo i 5-5"5-8" •••• • • •••• ••• • •• • •••• • • •••• •••• • • • •• • • •••• • •••• • ••• • • • 5 •••• • • • •••• • • • • • • • • • •. • •••... ..•••. • oOO000 • • • 0 00000 • .... • •••• 00000 •••..• • • • • •• •. ....• • ....•• .••..• • • • • • • • • • •••• •..•.• • • • • im • •••• • • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M;1AMI --DAvE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. 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, iii fia11 be done in its entirety. •• . ••. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer'dr itS distributors: and shall be available for inspection at the job site at the request of the Building Official. " • This NOA renews NOA No. 99- 0104.02 and consists of this page 1 as well as approval document meet] fined above' • • • The submitted documentation was reviewed by Raul Rodriguez. ••• •• • • • • ••• 0000 '..• • NOA Nb 01 -1v a03 Expiration Date: J nuary 2,400 • Approval Date: Jannary4002. Page 1. •••••• • • • • • • ..•• . • • •••• • • O OOOO OOOOO • • • 00 .00. • • 0 .00 0. • • e INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR wine& SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DUDE COUNTY APPROVED OWING PRODUCTS MEETING ABOVE LOAD REOU0 EMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MA)OMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LIMOS SPECIFIED IN STEP 1 ABOVE. 1 X 3 X 1/18 X 1/8' ALUM TUBE 1 X 4 X 1/18 X 5/32' ALUM TUBE 6pn ORS FARM RA. PE $ 48537 1) EC 1 2'7001 • • • • • • •. ' :' • • • • •• • • • • • • • • • • . • • • S. • • � • •• • . . • •• .. � •. .. • •. .. • • • • •... • • • • • • • • • .. . ' • ••. .. 0 ..' • • • • : •: • •• N1 • 8 RECTANGULAR ALUMINUM TUBE MUWONS USING MUWON PROPERTIES ONLY 1. AIL GUENO PRODUCTS USED WITH 1105 MULLIONS MUST um THE APPLICABLE DADE CD<RDY CIS LE WIND WAD, AIR & WATER OSO.1RA110N, FORTED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. RR PTO TILE SHALL BE BEYOND WALL 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. AU. MULLIONS TO BE ALLOY 6083 -13. PRODUCT RENEWED ALOCEPTATECTINA BTT1+E ATiON l way 2 ,.O07 DT PRODUCP0081TAOL D1Yt8BDN BUILDING CODE COMPLIANCE OFFICE Z 2 a a drawing m. M95 -08A (81roet 1 .f S ) aR 9 m 5 TYPE Mt OR C MULLION LOAD CHART ■\IN■■ ■ ■ ■ ■ ■ ■ ■■ MWMENNITEWEIMMEM •1111' ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■NMEMM■..■■■ ;1111 \1 ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■� \ ■ ■ ■ ■11 ■ ■ ■■ ■■■mm■■■■mmism 111■ ■ ■\\■ ■ ■■■■■■ 111■1111■\■ ■■■■■11 , omme. ■ ■ ■ ■ ■■ ` \ \wa ilii ■ ■ ■o ■ ■ ■■ ■11W■■■■■■\\■■ \\III \E\ ■ ■ ■ ■ ■ ■ ■■ yayy■yy■■M■■■ 48 BB 60 70 BB TRIBUTARY WIDTH - MK! wi TRIBUTARY WIDTH m a*I + W2 2 Era MULLION SPAN 3 V 221 MULLION LOAD CHART 3 "-0" fain. nc m 6M 116111 1 11. 1 ■ ►\•■ ■1 ■IM MUMS S MUM 1111 \ \ \NV`O ■■ mmum ■\gym ■■ ■■MMi. WW!Giiiliil WWW∎ 2B 42 GS LS 78 TRIBUTARY WIDTH - D231:3 GIB ANCHOR LOAD CHART 1111■ \1■■ ■L ="= ". r imiumO ■ ■ ■■fa!i1Fi ■IUM1 \•1111■ •■1i< ►■..■►■■►.■■■■■■. ammimimmommmum mmmammommilm \ \ ■ ► \ \ \■ \1111 ■ ■ ■ ■M ■111111 ► \ ■ \:ii:l�liiii:`��' 1\11, weloN■\ ■■■■ ■ \ ■•11■MY■M\ ■11 mmommemmmmomm 111■11WN ■ri \■ ■O MEMMWEIMMWRIMOM MMOOMOMMWOMMNIM AIM11\\■■` \M.\ ■■ a MMELTIOMM -9 /E n11 I ANCWORS TYPE A aeon -4.• 30 40 30 62 72 92 TRIBUTARY WIDTH - INCHES PBLLION LOAD CHART OS .0.4. au'. run 22 60 GO 62 78 TRIBUTARY WIDTH - INURE' OB FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, ANCHOR LOAD C41ART (LION LOAD CHART J \ �I�iriliai� il1t \Im1\■\■■mm MUMmEWIIIIMEmmil ■\1U1\N11 \N \O ■W■ UMAIL1■■LIMNOMM mommimmummum UMMIRIMMWOMME KINIUMUmmmoMMIeW mO ■►\11\ \ ■■■ \ ■ ■► ■MMMO■\ ■■M\■■ IMMEMIIIKULTAMEME 1\■\ ■M \N \N■■113 ■M11 \■M \N■ \ON■ MMPINUMMWUMNSM momm \o■ ■ \`m ■ ■► WINUMV`O■■ \M!■ ommommumilmmam kid ■\\■NO\■■■ 20 30 40 GB 60 70 00 TRIBUTARY WIOTN - INCHES M4OWOR7 TYPE 2 38 48 38 68 70 20 TRIBUTARY WIDTH - INCHES ru PE • 16537 DEC 1 2 2001 • • • • • ausamio • • • •• • • • • • • • •. ••• • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • JiA[7A� ■ ►� AMMW■■m■MOr ■N ,Omnim■\1!le!!!A\rmi nrimmommommom m tMmmow47o ■'Z■ mummilmilmammrw iri W■0MUT”WWEll WWWISMIIMMOMME W ■►\ ■ WW K \M ■WO MUMMOWMPINMEMM ■►\ ■ ■\ ■mini \ \ ■■ ■MOWN\■\\■ \11■ ■ ■MM \ ■\EM\ ■N► ■■im ■ \■ \m ■ou■ so■■Mm■►m■oM■ NMLL2DN !® CHART ANCHOR LOAD CHART • • 20 30 40 80 60 70 20 TRIBUTARY WIDTH - INCHES MAMBO TYPE c 20 38 40 60 68 70 SO TRIBUTARY WIDTH - INCHES PRODUCT RENEWED A armiCBNa` QI-IV .RI Fly m7 sb k 1 drar61g Ro M95 -08A fsheet2of 3 ) 22221/8' ALUM ANGLE / 14 S.M.S. 2/ ANGLE MULLx1N 2 AAL1si INKE 2 -8 /8' LONG PRECAST CONC. Sal ANCHORS TYPE 'A' 14 S.M.S. 1 - 1/ EMBED INTO WOOD • / 14 SALS. 2/ MGM NOTCH MOLES TO MISS MARBLE SILL OR IRDI 3/18 01A. TAPCON 1/ 1 . EMBED ANGLE a ALUM MOLE • 14 SAS. 2/ ANGLE MU11d1N MULLION 2 ALUM ANGLE 2 -8/8' LONG .na — 3.008 .-Ses TYP. MULLION CUP{ALT. TD ANous) BOB ME FASTENERS MOD.) MULLION ANCHORS TYPE '8' • 14 &MS. 2 /1/2' 1EN. EMBED INTO WOOD ANGLE • • • • • • • • • • MULLION • • ••• • •• • • • • • • • • • • • •• . . • • • , • • • • ••• • • • • • .•• .• .JMQH Tr. &C' • • • • • • • . • • • .. • • ALUM, AN • • ••• • •P • • ML$WON ANGLE TO NAR Y 2%22 ANGLE 3-8/8' LANG WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACOSPTANCSNo. 01-424 g• DI EXPTBAT1ON 11 ••• •• • ••. ..4/4* 1 TAPCOW 1 -1/4 Idyl. EMBED 2/ MOLE .'FOR CONC. FILED BLOCKS BUILDING CODE COMPLIANCE OFFICE BCCCO) 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. 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 won date stated below. The Miami-Dade County Product Control Division (111 Miami Dade County) and/or the ABI (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 tasting 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 to the if it determined Miami-Dade Mia i Dade County Product Control Division that this product or material fails applicable building code. Titus produce is approved as described hewn, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: wrier "HS 710» Aluminum window APPROVAL DOCUMENT: Drawing No.4112, tided "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29/18 signed sealed by Robert L. Clark P.B., bearing the Miami -Dade County Product Control Revision : , with the Notice of Acceptance number and expl adon date by the Miami-Dade County Product Control I •.:+ our. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach 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 hen. REAL 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 eapiradon date or if there has been a revision or change in the mat rims, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of my product, for sales, advertising or any other purposeas shall automatically toemdaate this NOA. Muse to comply with any sec** of this NOA shall be cause far termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration data 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 dittobtitts ••••* and shall be available for inspection at the job site at the request of the Building OfciaL • ".... "this NOA revises NOA # 02-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as w rs% approvaldocument mentioned above. • • • • • • • • • • The su b m itt e d d cumeu tatn was rev by Theodore Reiman, Ti •••• •••• • • • • •• • MIAMI DARE COUNTY, FLORIDA METRO -DADA FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 • •. • • NOA NojL06 Elphadon Date MK Approval Date: Ape � label •••• • . • • •••• • • •• . • ••• • • • •••••• • • • OOOOOO OOOOOO • • •.•.. • ••.•.. • • ••1• • • •"•.." DLSataTroa , N VENDaR • F� Li]:iyZ' - 71irdi. 1 1Er' :' I Z1 .01" 'T1 1111( �;- 11 FrY4D ' (.77Ti1 141r F_c}i yr 3141. iiacs %WM [77.1)�TT'ZTi7 - 1, 1LY, ri'l. �lt fl`17. TEI���u ":D1! l• - :1• FI [7I r. C.1,7TT 3i: aZiI1 131 I.E.:FY11f r,[!= LT•?rim II.- I Le2.1:C L .I i 7 _ III 1111 Il I.` I' 1 II14 1METi 14:11(.' /1 T' , =1)13k�KTIT [IlE't Ni l .7L�iOCTT MIV17. .Z1_iTi 3F 0111.71:1111111111•1111N1 � 2✓yi EVE AT-IITEK)11(ZilrHi.TErZ1.110 1111111111111111 [FIN -YAr 1E1rL i E a1L.U.ME (* .Jk..=O IT P ;7Z t)< � /`x� °n" LTt3EyKi� API f ic.ir i �� -1 riL•' 4 il r '� I ' 1:77 'Dlam [ _. ii DI'I(11111 w fir G 7 2 CT- �i1riI1JIF�tT"Z"v* i�� ^`) l' v'; iN�t�1[ ?` 1?1 � EKE Ci i., Yr i'' _TIC-rr-7c.:it.c:ii zia wCR z - '1i?^JI�■�ti 3�!t7t:' '��Lulf �i� r- scr LII -r IC x ivama , r2 II 7 , -_1 �k1i4 11' 1 •_:� c�._. >ti�[,'.1?. 7.n tc3T 7i :iy 1 F 1 1 Fil l l a y " -3.I; o il'Y!- -5- I1.* n Ili nal. i- m •'37 r.. t�13iiiP:* fZEII +ML1 FAIL i?ylaT' dyt.1111W1AK111C.,.,1.� •: i1111lii T'111[ M LIDi "; F IMal Fa C.,': ,1" . r- r1 =1;x 3 I: 1011. 7311 ."+"iTl11111111INIME lit uirti 1111111111■11 ET Ifir "?1[17 ` 1 • IlFilC =1171 11E"«: 2E17 '11Lt-- 11.-KII 1.1 VI i�..,∎ N1.i l [: riA11111 I i i , WIIMEN` ZE:WLL A ra LIi!i rl i1:JI iv' IA ci ;,.;;z1 III IC. LLii•.i11f1t O iiI 'I �z^�ii Zr» F'711kYAI MITIPL3 IIYA>FII=IL.hi:1 1 i yL.1F.J' # -yi d r.rl 1;lit. ' J th9 1A(t: •3 /ABI IL] ?'h_ GZI F11 iiral4L5r ;17:.•TA 7AFY- [fry IR linj411 :"IL ' E '<itAME:1<A'• 1i 1 I7ct.'011111• FYI EFYALMILK IIIVIL!a5 ii :T�:L�Ti:fa iiIT e; rx,-iJi.7l -�' .YA I II EYL :Y: f1LIMUO HS -710 MSIIM.URE DE CASTING A •" 4112 Robot Gek.P.E POMO emeini - x21 fo NOKO IS. orb FL 8 R. NTT F DOM & . D. MOLE 1 OX ELEVATION & B.O.M. (LG. MISSILE) 1 ALUMINUM HORIZONTAL SLIDING WINDOW SNOIES: LARGE MISSILE IMPACT WIN OWS 1. GLAZING OPTIONS: A. 5/18" (. 350) LAMINATED CONSISTING OF AN .090 PVB INNER HATER OF DUPONT BUTAIXTE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8' ANNEALED GLASS. & 5/18" (.350)) tAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT MIME OR SAFEEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF ® 1/- HEAT STRENGTHENED GLASS. C. 1v 16' LAM! LG. GLASS CONSISTING OF: 1 HEAT STRENGTHENED LASS. 3/8" AIR SPACE AND 5/16" LAMINATED CLASS. THE 5/18' LAMINATED COMPONENT CONSISTS OF AN .090 PYB LAYER OF DUPONT OR SAFLEX/KEEPSAFE EMOOTAIN IEET'MEE'N (1) UTE OF . 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED CLASS. 2. D. 3 /1'!' 1 AIR SPACE AND 5/18" L G1SS. THE 5/16` LAMNATED COMPONENT CONSISTS OF AN .090 P18 LAYER OF DUPONT OR SPELEX/KEEPSAFE mom BETWEEN (2) LUES OF 1/8' HEAT STRENGTHENED GLASS. CONFIGURATIONS: XO or 01( 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 1 t /4" MAX UTE IEVIUCfT - "- OPEUHN G I 1 1 1 2 57" VENT OPENING 8' 58 83' MAX FLIGHT 8' MAX. Ns" 4' MAX 74' MAX WIDiH 33 5/6' MAX 33 5/8' MAX MIME OV►YLRiHT OPENED OPENBKN 1 MAX MAX 11 I I 1 I MAX 4' MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE 14.EVATION 4. ANCHORAGE: SNIDE ROW OF FASTENERS LOCATED HEAD & SILL; MALI. 8' FROM CORNERS. MAX 4" & 8" ON EACH SIDE OF MEETING MAX. 15" SPACING. AMU MAIL E•" FROM :ORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER RIENT: NO SHUTTERS RED'& 8. REF. TEST REPORTS: FTL -1489 Nk FTL -3740 AS FOLLOWS d _SHT ' S RAH. CENTERLINE. • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • •• • • • • • •• • ••• • • • • •• • °° • •• • • •• • • • •• • • • i• • • • • • ° • • • • • • • • • • • • NOTES; A. NEGATIVE DESIGN LOADS BASED ON 1taitU PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DARE COUNTY). B. POS<TPVE 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. NOT APPLICABLE IN MIAMI -DADE COUNTY. 1c aN LgM PE 1010 NOKO IB.�30 pee, P.O. 20* 1590 MOM FL 34274 • • • • • • • • •. • • • • • .. • .. • • • • • • • • • • • • .. COMPARATNE ANALYSIS TABLE 1. GLASS TYPES A & C A. 8118" LAMINATED (1/rANNEALED, .090 PVB, 1/8" ANNEALED) C.13/18" LAMI I.O. - 1/8"HEAT STRENGTHENED, 318" SPACE, 6/18 LAMI 1!8"HEAT STRENGHTENED .090 PVB 1/8"ANNEAL.ED • • • • • • • • • • • • • • ••• • • • • • • • . • ... • • • • ••• • ... • • • . .000 • � 00 ' , "r 1 1'.1 1/MITI 7'�1 1�1 Tl: lil K7 1�`.1 �:��� �J�i,'r .� 44.�0 �. A �.7 � �� ��� �': A T � �, �•J R � � � 2 �j� ( �'{ �� � �� `� + ' C 7 � i ��,� Y � S UNI �� MA II/; ILai l 1A It d � i ��� � ILJ C �j� r C IAL � I UL I.iD StE I IF ''''' Y.�t i `� i � i �� ii r i � ir �r • �.�•� lLiY�. }�i C311 ___ �` � r. ; I S � i ��� LA Ul lt�J�' l L NI CIFI l �j' i , ( = 1.1 11 t 1� �, ;' ra-r' M ICU �L7.�' �ifi ._ - 'z r.0� 1 li lr-h7i i Wi t: iii ltai l LI a li�Y�l lE J UI r t NI l i� I III tI l�:�I i =+ :S � i ' �r.. T'�I Frail lkal N : ��:-iiP I i�'r2El gi 6�l t ; ' 1 �'�'��'I ' �il �i� I:I�i E I �/-� ^��! �.LKA :?l i 1: a L I - ;,1 =4 ltiti l p C :AII I LI ivaGJ Ia.[.' MICL A �i'i� �,y a,J7 I �r M LUJI i EEI : l.i l IEV � � AI1 ''.6 A A 'T`,� �:: A c �[ �[� ' � IL, I r::J ET: x�1L��::].E� ILINIM EUEN ��;�h �T�j' ClUMEEMEldlitiallilElltailLULACLEJILUEIMIKIIEJAILMILAJOItallEIJIMEMILUJOIEMA r, • Fn.1989&FTL47 B. 611 D. 1 31 L -1:. & TIVE ':T ; AB 2. oZ � is LAMINATED (118" HEAT STRENGTHENED, .090 P'VB,1/8" HEAT STRENGTHENED) LAMI 1.G. - 118"HEAT STRENGTHENED 3/8" SPACE, 5/16 LAMI 1/8"HEAT STRENGTHENED, .090 PV13,113"HEAT STRENGTHENED 1 r it _. LEQAMI IMITEY' a'1'i LEl',' i i?, 1 IIK: ;1<TAI IIIrta 21111 1111aEiiMI Kai - (I - .0 C. 7 7 C i'1 1A Ali x' [LJiJELF°] [ 3',aCam'] [ MAGLI C AAMM I L ' C '74m 75.0 -.0 IDAIIELEMILAIIILLEIIEJUIELLJILJUIMELICAN ILLEJINLJUN - .0 LI C '7 C l ML1 L I l 'i L7 ' LG t MEET C: , M 76.0 'DOOM I I & AE Z MEM r � aIN =[.' • ;' C�cE [ rte ����i]1 [ j ! ltal �[ LJUI �i t � VI1 J J [ I '7 [ M :"1 x:1'1 L YX S UJ ILJUO �,7'� .0O 7, �,, j lL a i�.iL�L�>•l l I IL JUNIEL K 1%1 C� = 7 M L �] �.LLJ i A iii:' M ILA E'i I 1 . _ !i L WI lU'LN K r.I Jk1 Is :-: is iT, ___ Et '7 ILA_ - ILLUJI 66.7 MEWEIILMO -5 - t+JUN _ 1 L N,1'1 It �, l a'.A t ; k IWEI It LJ LI C::u/ 75.0 88 C .7 - 75.0 AN - .0 IEJUIltallEIUMILLEMILJUIMELIGJUIltailLJUO 70.9 C:1 C. IJ 74.000 GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW a..v110** ar.l. Meets w HS-710 1 NTS 12 • 6 I 4112 r • .090 SNRI.EX KEEP /SURE 11AXIMUM Q OR DUPONT PVB VIER LAYER 1/8 ANNUM) OR HEAT smearKENto cuss 3/8' AIR SPACE STRENGTHENED MASS 1/ ® @_— 1/11" HER STRENOTTIENED GLASS 5/18' LAMINATED —. 13/18 NOM. •LAZING DETAILS: 13L16' (,825) L0. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/8• AMMO GLASS ® .090 INNER . LA76t (LFWPOHW W/BUTAC$1E OR L Okd,, P.B. Stradont --1 • •• • • • • •• ■• • • • • • • ANNEALED BASS _nosocirommes GLAZING DETAILS: 5(16. G350) LAMINATED GLASS ig aNI •• Wiliglith 103,1461111 M P.O. SOX 1671 MOKCAg8, fl. 34274 • • ••• • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • • • ••• • • • • . . • • • • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• 0 D.& 716/98 I/O HEAT STRENGTHENED GLASS F FK /03 €-0131 17 SW 03 2`13//16' La sBY 8MS1St Tie ` /02 $ cuss nPr 1 GLASS BITE SECTIONS & GLAZING DETAILS AMIE .090 WEER LAYER SIIRLOC/N'i WPM OR ALUMINUM HORIZONTAL SLIDING WINDOW X7 0 I NTS + 6 1 4112 I G VERTICAL SECTION ROUGH cuw • • • • • • MM. WW1 HORQONTAL SECTION • • ., .... • • "i re W 2043 001 ffi2 1WI N W 2J/03 s- xv is ties s f J ' 4/ 03 E 129 -132 Tic /02 mil CUSS 710£ as ° t Ivo SECTIONS & • GLAZING DETAILS 1 070 110101014117f ORlit WOW% FL 34270 ALUMINUM HORIZONTAL SLIDING WINDOW MOM N.��» lodiRMaest *are 1 NTS 1 4 1 .6 r tiL 4112 I G v APPROVED WOOD (SEE NOTE 4.) ®3 rs' TAPCON (SEE NOTE 1) .•• • •• . ;• TYPICAL HAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECT]PN SUBSTRATE ANCHORING 1 1/4' MIN. TYPICAL HEAD SECTJON WOOD ANCHORING # 12 W SCREW • • s. APPROVED 2x WOOD BUCK (SEE NOTE 3) TYPICAL SILL SEET1ON WOOD ANCHORING A • Ix MAX. 1 1 /l• .) • • • • • • 1. USE ONLY MIANI —DACE OOUNw APPROVED ELCO TAPCONS. L4S. 2. REFERENCE EST F L-12N & FTL -3740 3. INSTALIJITION OF 2x WOO b ID IITE• Stmt IMMURED SEPARATELY AND TO EE Rflf swY•EARLDA10.0 .. • 4. INSTALLATION OF 1x Mf00D:NO =0 3144 SI B ME TO BE tNGINEERED SEPARATELY. •• • • • • • ••• •• 1/4' MAX. SYAM TAPCON (SEE NOTE 1) �t f. OW. P$ anowsi r • • • • • • • • • • .. • SUBSTRATE ANCHORING ' KM" 3� P.O. fl 34474 • • ••• • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • ••• . • • • • • — • -- • • • • • • • • • • • • • 1 1/4' MIN 1 /4' AIAX. SEM X12 WOOD SCREW APPROVED WOOD suck CNED 2x WOOD BUCK (SEE NOTE 4.) (SEE NOTE 34 TYPICAL. JAMB SECTioy TYPICAL JAMB SECTION WOOD ANCHORING 1 1/4 MOI. ALUMINUM HORIZONTAL SLIDING WINDOW INT Vitae -6 °...' � 4112 ] 1.057 j h-- 678 .050 ® 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 - " �•-- .705 - ..062 2.784 L -+� k- .737 ® FLANGE FRAME JAMB 6063 -T5 ALUM. .062 2.074 ® FRAME SILL. ADAPTER 6063 -T5 ALUM. EFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L 1.187 .062 1-.6- 1.403 FIXED MEETING RAN. 6063HS -T54 ALUM. .062 -- .723 .688 - 4 II ® WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 - .062 L9 L 1.183 Q SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 f( 0 4 l OIb old.01 kP.E W022712 712 OmMul 1.097 T 1 .062 1.187 • • • • 1.081 --•«1 I . _,_ ® SASH MEETING RAIL 6063HS -T54 ALUM. .062 1 1.273 � I f 1 . t- 2.710 0 FLANGE FRAME HEAD 6063 -T5 ALUM. 13/16" GLAZING BEAD 6063 -T5 ALUM. P.O. BOX MD • • ••• • • • ••• •. •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • ••• • •• • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .062 Q SASH SIDE RAIL 6063 -T5 ALUM. _062 2.094 1.122 F0 Ft. 2.710 -04 ® FLANGE FRAME SILL 6083-T5 ALUM. F.K. 112/01 • ••• • • • EXTRUSION PROFILES fwr *070 1070 1102110:1U3Or ONFAE MOM. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW MOM FL Mg HS -710 NTS 6 r 6 4112 G • • •••• • • • • • . • • ••• • •• • • • •• • • • • • • •••• •••• • • • • •••• •••• • • •••• • • • • • • •• •• •• • • • • • •••• • • • • • •••• • • • • • • • ••• • • •• • • • 6 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 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.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 manufacturer's name or logo, city, state and following statement: "Mllami -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 redo Or change blithe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endessenrent of any • • product, for sales, advertising or any other purposes shall automatically terminate this NOM 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, F rid j,.and foil:44d by • • the expiration date may be displayed in advertising literature. If any portion of the NOA isdrrsp1 yed, tfiealt shall be done in its entirety. • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or ffs distrili>t�os 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 at spprtvat • document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •••• • • NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 • • • e • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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 Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PBC, TAS 202 -94 2) Large Missile Impact Test perFBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 .•••• 4) Large Missile Impact Test per FBC, TAS 201-04.. • . "" 5) Cyclic Wind Pressure Loading per FBC, TAS 293 : 94 • . ; 6) Forced Entry Test, per FBC 24113.2.1 and TAS 41113-94 . along with marked -up drawings and installation diagram of one mewing • • • 06, aluminum casement window, XOX configuration, prepared by Fe1t'stration •• .• Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signecl and se4lpd : by Joseph Chan, P.E. E -1 • Manuel Pe,, Product Contro�� NOA No ; . , - 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 ,PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM-E-1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submi#sd under NOA# 02.1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted u n d e r NOA# 02-1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00. 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert,? • • Clark, P.E. E -2 ••.• • • 2. Statement letter of no financial interest, dated 12/19/02, signed apJw ied bjr • Robert L. Clark, P.E. • 3. Laboratory compliance letter for Test Report no. FTL 02134, 0212914V124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed MI seaied7 • Joseph Chan, P.E. •• •• •• • 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, .' signed and sealed by Lucas A. Turner, P.E. • • • G. OTHER 1. Notice of Acceptance No. 02- 1224.02, iss to PGT Industri Aluminum Casement Window, approved on 5/ 2/ 1 3 =. d ex ; o f , 08. • • • • • • •. P Product Contro i , er NOA No ' y 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• . . •• • • • • • • • • • • • • • • •• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A 5/18° LAMINATED GLASS COMPRISED OF (1) LITE TE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED 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) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16' LAMINATED GLASS COMPRISED OF (2) UTES OF 3/18" 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) 5116° LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16' LAMINATED GLASS COMPRISED OF (2) UTES 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 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 AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR 'X' CONFIGURATIONS SEE SHEET4. E. F 4: F. FOR 41 "XOX° &'O' CONFIGURATIONS SEE SHEET 5. G. FOR 144 "XOX' & "XO' OR "OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL UTE "XOX, •X0' &'OX° CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4' FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX 141/2' SPACING ON VENTS MAX 13° SPACING ON FIXED UTES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED UTE 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, 8 AND 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: FT1-3580, FTL-3582, FTL -3587 AND FTL -3729 CONFIGURATIONS OPTIONS • • . . • • • • •• • • CO • • • • • • • • • • UNEQUAL UTES • • • • • • • • •• • • • • •• • VOA DRAWING TABLE OF CONTENTS •• SHEET t t�'E'ES 1 GLAZING DETAILS. ...... ... 2 ELEVATIONS 3.4 DESIGN PRESSURE TABLES 5-8 SECTIONS. 9 CORNER CONSTRUCTION...._ 10 XXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE. 12 7 %c// 3 F.X. es F.K. Re.d°r 3/17/03 .4 R R"Wo REVISE Af 40VROTE ADO 13/117LQ & MOVECSAZOVODETAQS TO SHEET 2 oar 3 °r° C H.4N[GE DO SHEET AK 1277/02 ° NC nrk 1070 TECHNOLOOYORM1 NO1(031I4 !7. 8.178 P.O. BOX 1529 NOKO°SS, FL 31776 Visibly Beater NOTES AND TABLE OFCOIV ENTS ALUMINUM CASEMENT WINDOW, IMPACT I�I I d f2 IRc Lucas A. Turner. P.E. PE •seza1 Medal ftewito ft* FX 325/09 ftwft pow FX m44ti9 A RK D$+25V3 aerkar B RiblietV C alslad 3H6° ANNEALED OR HEAT STRENGTHENED GLASS • 00 Prq REDRAW G.4 YGFETAL LI ADD /3/18'IG. NO MANGE THIS SHEET ear .090 SOLUTIA OR DUPONT PVB INNER LAYER I"— 1/8° HEAT STRENGTHENED GLASS 7H6° LAMINATED GLAZING DETAIL 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT - STRENGTHENED GLASS 1070 IECHMXOOYOAIYE FL 34278 PA 89X 1S21 R.34274 • • •1.• • 3/8° AIR SPACE 1/8° HEAT STRENGTHENED GLASS .68° NOM. GLASS BITE r 1 s • ••• • • • ••• •• •• • • • •• •• • • • • • • • • 0 • • • • • ••• • • • • • • • • • • • • • ••• • • • • 0011 • 11•11 • 0• • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • e • • 1111 • • • • our 1"i ••(). • • • • - • • *men" e4MINATED COMPONENT • ••• • • • • 13116° I.G. GLAZING DETAIL ff� GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ca-ms I N TS 1 2 m 12 1 mass C 41 HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8° HEAT STRENGTHENED GLASS .65° NOAH. GLASS BITE Lucas A. Turner, P.B. PE 088201 ram • • • •• • •• •. • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • . • • •• • • • • • • • • •• 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. SEE MID-SPAN ANCHOR DETAIL TYP. (2) r \ i 4' MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING 53' MAX. DAYLIGHT OPENING 30' MAX DAYLIGHT — OPENING 56° MAX DAYLIGHT OPENING 63' HEIGHT ANCHOR LOCATION TYP. ® DENOTES HINGE LOCATION AT HERO •• SILL OF 'X' P • TYPICAL. SEE Ala : DETAIL SKI'. 4 ANCHOR DETAIL TYP. (2) / r s 4 MAX. 13° MAX. O.G. SEE MID-SPAN • 4` MAX. 4' MAX. -1 • • .:4 • MAX ', Ax. • • • • • • • Dl1yLIGHT • • • • • • QP 'IIING "%M- ---- 141/2' MAX. O.C. TYP. ELEVATION "B" - 63' HIGH ")O(' (SEE SHEET 5 FOR PRESSURES) ® NOTE °X° PANEL MAY SWING IN EITHER DIRECTION 4' MAX 1 4" MAX _i 13' MAX O .G. 1 -- 1 -f - r / 141/2' MAX O.C. VENT HEAD & SILL ONLY VENT TYP. 3r MAX 60' MAX FIXED —�I � - SEE MEETING RAIL DETAIL TYP. (4) 56° MAX. DAYLIGHT OPENING 63" MAX HEIGHT ELEVATION "A' - 63' HIGH'XOX' (SEE SHEETS 6.8 FOR PRESSURES) ? /(U /D? REF baNg Irish= FX 3f1A03 A REVISE ANCHORAGE Banat FX Daft 363+06 are maa a rdr°ee FX aeeeaF a": FX 12/17A72 CHANGE SHEET MI REFIMENCES ADD MOE LOCATION DETAINS a,e 1070 TEUSYGAOYDRAW A Th P.O. EQK 1028 MOICOMW. F sax •.eery War ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT vie* Better s r cA-te4 o 1 N s a+,ee o.re,n am TS 1 d 12 C 70438 Lucas A. Timer. P.E. PE 858201 Mexhanktef • •'•• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) NOTE 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX, TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 32* MAX. WIDTH 26° MAX. DAYLIGHT ELEVATION "C" - 72 HIGH "X' (SEE SHEET 6 FOR PRESSURES) 141/2° MAX. O.C. VENT HEAD & SILL ONLY 85" MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" j DENOTES HINGE LOCATION AT HEAD & SILL OF °X° PANELS, TYPICAL SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 37° MAX. WIDTH 30° MAX. DAYLIGHT OPENING 58" MAX. DAYLIGHT OPENING 72" MAX. 13° 13° ^ 1 HEIGHT MAX. MAX. i O.C. O.C. ! 1 4° MAX. F 4° MAX i - - -- 4° 1, f 114112° 0.C. T 1 ELEVATION °D" - 63" HIGH °X" 1 141/2' (SEE SHEET 5 FOR PRESSURES) • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • 83° MAX. HEIGHT SEE MID -SPAN • AN � • • ••D/- : • BHT. 3• • ••. (4) • 13° MAX. 0."" 4" i 4. MARX.1 60" MAXJVIDTH • • . • DpYtIGGHTOPENING L-- , -I--13° MAX. O.C. ELEVATION "E" - 63° HIGH °O" (SEE SHEET 8 FOR PRESSURES) & NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETA L SHT. 3 TYP. (2) 58° MAX. DAYUGHT OPENING HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) � — \-- ►) -13° MAX. O.C. 37° MAX. VERT 66° MAX. FIXED ELEVATION "F" - 83" HIGH °XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-8 FOR PRESSURES) PRODVCr REVS as emptying with Se Swift Raiding Caste Awsggaoee No ! -.1 , 83" MAX. HEIGHT FJC 31t7M3 A REVISEN 9CIe "e.ster GIs NI•iwe WSW 8 moss C FX R..ser. FX FJC t2/17A02 CHNJGE &REIM REFGENCE8 ADD HINGE OETAO. 8 HINGE L OC4TONO7 8 vas FX 1070 TECHNOLOGY DIBYH A 34778 P.O. EQX tt67a ND!(OM FL 3W6 Visibly Beta, IC , "O O"& 'Or ELEVATIONS •Ir ALUMINUM CASEMENT WINDOW, IMPACT 40 I NTSi 4 d :2 I °ra° 7045.8 r C LucasA. Tart•r, PE. PE 058201 Methankal WC' WIDTH 26.000 31.000 38.000 38.375 43.000 48.000 50.625 - 54.000 57.000 60.000 83.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEQ.POS NEG POS NEG POS NEG POS'NEG POS NEG POS 37.000 A 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 70.0 -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 -76.0 70.0 -75.0 70.0 48.000 A -76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -76.0 70.0 76.0 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.Q 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 -89.6 69.6 -662 65.2 - 63.0 83.0 -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 -684 68A -83.9 63.9 60.0_80.0 -68.5 58.5 -562 582" - 53.4 53A 64.000 A -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 71.1 70.0 -81.8 61.8_-58.9 58.9 - 58.1 66.1 - 53.8 53.8 - 50.4 60.4 -47.7 47.7 68.000 A . - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 85.5 65.5 - 57.5 57.51 54.9 -51.8 51.8 - 48.6 48.8 - 45.2 -42.4 42.4 72.000 A -75.0 70.0 - 75.0 70.0 75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.31 -51 51.1 -47.9 47.9 -14.8 44.8 -422 422 49.7 39.7 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 62.6 -49.9 49.9 - 46.4 48.4 •43.5 43.5 -41.1 41.1 - 38.6 38.8 TABLE 4.(BASED ON 114" TAPCONS OR#14 SCREWS) "9 X" WINDOWS TEST REPORTS: (I A7'INC4 t1D11nM• R Wile 1 AMI fIiRt'I4f 111x1 41021 r 1'411$1++ 1 A AI 1181 1BM RPAr f, I 1 FTL- 3582, FTL - AUI.WI 1Bi'+WR r1A(f VA"4LC� .'. ,�_ •1-T . .!,ra . �. e V b'4 " e ,.- r -90.0 90.0 -90.0 -75.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 90:0 -90.0 ! =�� R�!yd : II ILha!GI- K•i''AC :F'iG :1 4W-- 26.000 31.000 36.000 38.375 43.000 48.000 • -r " I iii y == 1 ;t(f /i �if:F�l[+== i +lf[f= ii:��s1� k?i( pit x _ ! Y . ft ! , IL..a� ID IMO :'1 1 1 1 1 f1 !fl VOID KID Ri :• .12E 1/ 111 w 1 1 1 •1 1 cal IIII� = 1 �1E)1 1 EU -90.0 En !On EEO :1 1 70.0 -90.0 70.0 rn ='1 1 IIII� ::1 1 1 1 :/ 1 1/ 90.0 1/ I 1/ -90.0 EE ale l e :1 1 1 1 :1 1 En ED E] En ID -90.0 En 1r 1 1 { 1 E2KIED Ir JU I i QM ;ET] e ! ./' -90.0 QM 1521 D.loa CM 70.0 Uri 70.0 70.0 90.0 -90.0 70.0 70.0 90.0 -90.0 70.0 70.0 70.0 1 1 70.0 70.0 .000 juiEdij ELFaff,,, Ii A 6ae '11~1 re lal. u„.Q. �i� °jli "Lai •i s� r:' r's*-icze:l(i! 641: 90.0 11 1 iLD - 90.0 70.0 - 90.0 En 90.0 1 70.0 - . ' 1 .0 70.0 - 90.0 11 1 - 90.0 1 1 1 P, 1 1 !FM 1 1 ;1 1 1 F' ..90.0 70.0 i 1�+],11 1 1 En - 90.0 EM - 90.0 IEEE IEE 78:0 ter , .. 1 C' *) 70.0 - 84.2 70.0 -632 70.0 - 81.7 1 + 1 1 :11 1 1 1 -9.0 1 1 ^] 1 � 1 j kkk'T ] -b !:.■ P1 q � 1 1 F � ` �� o -65.0 � li � 1E 7 .9.0 p5 70.0 - 9 3.7 I. 0 0 1 1 En 1 1 ECU FiC_"5GI•n k1 EaTI `• CEIE 6.0 - 63.7 mow■ En - 90.0 PE 90.0 En s 1 Qin :.1 1 1 1 :/ 1 1 1 -90.0 1.0 - 90.0 70.0 .e. + kai IMEI En CU L3-.'7 -60.0 60.0 Cari IFri m EMI En -51.3 51.3 - 49.8 49.8 ' CIE earl FM FAME / 1 1 -90.0 En !Minn -:/ 1 E71 - 9 0 . 0 WE ::1 1 1 1 ::+ 0 70.0 - ::.'.0 RE ! [Dt] D 71 - E SHI E' ! 518 IEEE1tIXI I ri] CM -45.6 45.6 mourazoBufi -90.0 -90.0 -90.0 90.0 -83.6 -90.0 70.0 70.0 -90.0 la 90.070.0 -90. 070.090.070.0 - 90.070.0 - 90.070.0 ER 70.090.070.0 - 90.070.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 - 65.5 85.5 67.5 - 549 54.9 -51.8 61.8 -90.0 -45.2 70.0 452 90.0 -42.4 III LEfg I I QL'L.'1 Erl EEO hg 1 1 1 1 EVO [MULTI NL-d'J f 1 eaTI 1 1 . 1 FEE ®. 1 1 1 1 1 ®1 1! p WO ELI 1+ -76.0 FEU EfiXI En ran EMI I Um MI 1163 C L]t1L1 EM CFaF1 TEN [!1 bill 70.0 -76.0 FRO Ei.E 1 1 1 1 EctIA FE T12. E'FJEi 1 1 . 1 En -75.0 KO 1E19 1, G: 1 1 1 1523 1 1 15DEI kittl eta.' / 1 E:rLJ 67.9 :L1 CE EalEI F 31MEII ] -484 ELM Eli EU C! 1O l I� 1511 FIE EM FEE EiiT1 UTI 61.4 +170.0 1!1i M 171; + kali75.0 11 !UAW 70.0ISM:1 +1 70.0 42.4 39.7 38.8 70.0 " WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 38.000 37.000 TAKE 2. BASED ON 1/4" TAPOONS OR#14 SCREWS IC WINDOWS TEST REPORTS: FTL-3580 FTL -3587 eirv, Trc • - :�� - 7118" Tiro : A ,.sTi's ,1. Tc3 ALL "X" SIZES UP TO 37.000" WIDE x 83. 000" HIGH A ND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 90.0 70 0 COMPARATIVE ANALYSIS TABLE 3. (BASED Ammer RK 002"8,. FJL 000"1: F.K A ,REVSE TABLES 1ANIS, TYPE ow r B ADD GLASS TVA EETO TABLES 184 C N O THIS SHEET 01001110 • • ... .. .. • • • • • • • • • • • • ••. • • • • • ••• • • . • • • ..• • •• • • • • • • • • • • • • . .. GLAOJNG OPTION: 5 (BASED ON 1/4" TAPCONS OR #14 IOC VatN�WS TEST REPORTS FM. 35! A 86EIG " 1 H HT (1/8"A,.093 i3) AU. "7CX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1- 75.0170.0 TABLE 5. = - e ON 1/4" TAPCONS • R #14 SCREWS N ,:, , . TEST REPORT: FiL -3580 e)IvlI'T. • T -' ,.. .71c • 3/1;' A,.090, .1 ; : iSi+�7iTiilit�jZ ++�il'Tii +7'� r 117iT' ie ;� .:EACAIECI wm ICOMA ecOr w 7 11p�8W R 3�B P.O. Bsp11ffi9 11010100 FL 3W4 viably Better -90.0 a NOTE: IF USING 3118' TAPCONS OR 812 SCREWS DESIGN PRESSURE FOR "roc' WINDOWS IS LIMITED TO 48.7 P.S.F 70.0 PRESSURES- X & )0 CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT slerr"ort eas ">f.e ""rew came I NTS 5 a 12 7045.8 C -87.8 70.0 -84.4 70.0 7 /ic4 /a 3 Lucas T"mer. 0.E. PE OEM • • ••• • • • ••• •• •• • • • •• •• • '• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• THE ANAL TABLE 8. a ON 1/4" APCONS OR 814 SCREWS • 0" D 1V re • E. 13/18" 18" •. • . 1 J. LAM 1/8"HS 318" SPA r :" 1a W/ 1/81 1 T REPO : • • .• • • •• • • 38.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 80.000 "x0r WIDTH 72000 74.000 79.000 84.000 90.000 98.000 " c , • • • • • • • • • • • ��� 43.000 , ,,, 50.825 ,: � : , ,:.., LI !1 "•'- Iii- �`.�1e�.:JIP !:cc1I .T 1):1 =fcl , 4slho.'^_'�LL] P08 ` ;i ! c [ •�^' ILA CM ILA EM WM F D 1111 trial EU Zan + + IM:31=U 1E19 CM it InEl ]] 7 m Lr l 111€21U IE + + Eli En End FM En WM En Ell Fin EDO FM Era E 1 „ rag El] -90.0 FM En En 90.0 En �o;eX +l - + , ET1 Ell E , Fir] -i CUD 480.E „ •,, , En 0 1ED , , FIB'] ED ® El] Imo] [IU fib] FT) E 37 m E Ems] E: 3' E � � Ertl Mil E .3v1 EMI 130103 ', '' '' ,, 11M '' Ill +' 6�'I +' �:bl ''r3zs am EriJ EL © im 0. : in „ IM E1 „ -90.0 FM :., , En -90.0 ED Eli] „ :_ IVECI - 90.0 FM EMI E„ ::, , JEN ICE fa] O ffer , + ffI47 FM IUD IE2il 7Ma CM LLD ED nil MI MiQn ] 5 En I:03 152E1 Ell KM EMEEI IEEI En ED !UM IEE1 IEEl EM 15;121 El] I •., , „ -90.0 ED ED En IMO ED - 90.0 ■1:1 Kin 11711 FM - 90.0 FM nEl Ell ism „ I „ NM NM Ea Mil En gEm [mil cm cin EFI GPI 58.4 J En : , , CM Cin ran ] 3fl EXI erk1A , , EZ!] , , 1] FM Ell EU WTI ET1 ED EE7 , , , , E Eta] FM ERA FRO £ , , Eal , , nEl Ell CE ED -90.0 Fal EEIE31 , , ET) ED Iii En EEA En EritEl WM ET-T.1 ET-T.110J l E 1:11 Fes] Gr it 1 L l El] L 1 50.8 inn ELI Mi/ MIA Email UAI EN Qr/ ■ -ny i7ld'J ' ' Yl'1L'l WI ] atm , . E . , ', , (:, , W , a E[.�•n•. + + 1103 1 1 WTI � , Milk , , EUGIKEIMECIEM EMI FM IDEI ED 11=El ED - 90.0 IKE1 IMOI , . L2.1.11M E:1IKM1111J "ET tOEI "Ir D IUD E r'-1.1 MCI E 1 Ell EI ®ESE I inn Ul C 3 E nEl Cal I^ EJ Ian Ell {• l EMI CI En En rai EEO En En ' + 3 -90.0 En 1EM ' ' E 7 , , Erki'] ' ' EfZ+A ' ' C.rElUE1 InX111311 I0 IEEI EU EMI EID I XJ l ] E3E1 CE C �] l m C 7 E3 7 CL] 46.9 CAE] © CIE] , „ - 90.0 „ E„ KM 11= KO MCI „ „ „ „ lEn Ell C73 Ell ILI DM ED Cla 58.7 C24 (E C23 Ell - 50.0 50.0 Elm rail nu raj CT E CSI Mil Ell FM 1:111F 1:14 ! I > ED F1] ED IrII']tt;X]lffkl ED ZOO ED IfTO] FLEI ETEI , EIS EI.3 E ,, EM N :n, EU - 90.0 Fai ion En :,+ FM CD ED E X ,, Er'3111 E En 83:0 ca E NMI ET] kill r.:::11 MEICYbI Ell Mil Cal [WI I Eli CID E U IIJLEs rTki[<IEIE11:1t L I B Ell 1ED E141 mil Kri faii En um am E Ed-PI ED Ell IEE1 Kri © En E ] „ ::,, EE1 raq ,, :,, FM EM FM Ell En bail En ' 4 , EllE3I Cin Eli' EaEll I: NM COD ' ' l I Cal MI E 3I 3.1 C 4 '1F/9 EX! E13M l ED Mil ,, I� ,, 6th] ,,l} ,, ED Wild ,, 7 ,, ,, ,, , ® 1E21 En E2121ED lEig ,, :.,, 1 En Inn ED E + +E!.jLl[ IE 7m 11 C31E1��E Ei IO , + C .!1 =DEMM IE ENr I' rue' E J E m I IE , , El.] + ' ] ' + Ei , , a , • ' , + Ell ID E� , ' E GiT+1 E�] Ezfl , F © CD ED um Ein 900 am - 90.0 ED E T D FM Fill lEin ( 4 [ 4 inn [1U 156/ 1 Eli D Al EI ] p ID + + j. , 55.0 E:EI 12E1 E'.I ] an CI ED CE] E3E] E:.'.I3 E� E!7I 1 E XL J E Z] E All 1 !x'19 E3 t I ' + +EFL] „ „ Ell ' • EI37 „ l „ �� „ „ t , „ „ E�' 1 p Ell EM EU FM -90.0 FRE1 1011ED E"j . 89.0 Ems]Cf E:03 l l l Eng ED Cif 3 D EriX1 ' + EXl[ L] C 3[�7 t 1 1 [ x, . CB EE13I ] A C 1 E 4 EU EEn 15:33 ,, um Kui la En IKIJ ,, Ea] , 'F[lKBEll E1J tom ,,E } Eirn IOU EMI E ][ ED ' ' =I ED CM Fa UM FM rag[YI 17EI EmailMil - 55.9 [l] M1Ems IMO 28.000 31.000 .000 • ' " /: r �) 1T .000 69. 88.4 50.0 TABLE 7.(BASED ON 114" TAPCONS OR 814 SCREWS) "0" & "114-1/2 -114 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7 /18" LAME (3/18 1S,.090,3/18°HS) ALL "0" SIZES UP TO 80.100" WIDE x 83.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 83.00" HIGH I - 90.0170.0 4 x 0 x 0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX• WINDOWS IS LIMITED TO 41.3 P.S.F. f'RODUCT as analibias with the Waft Bolding Code Pie . 7/ % FJC warner FJL 11•0/1.1. FJL *Omar FJG Date BJWAt7 ams 3125+3 Aft Doter 12/!7072 Realms A lerststate 0 C REVISE TA81.E4 ASS TYPESA d C ROOGU1897TPEE TO TALE. = RAN iE'TMIIINSET G•ic 1070 TECHNOLOGY ORM NORD 0 FL 3W3 P.O.!WRVS NORM FLSIP7• !OCT PRESSURES-0 81/4-1/2-14 X OX COMP'S. W II � W S ALUMINUM CASEMENT WINDOW, IMPACT CAa40 I N7$1 B .112 I °..°° 70458 Wass A. Turner, P.E. P8888201 t j p , i�_ 1 :7 "iffff it • YSI T : 8. - ..N 114"T .• • . OR014 = .,...Ltsj7 .._ r •,_ . •> ... rr .'f i•2: '1 f - 17•1R - m'�:liC eIri1`rcre;yiNI`IIVIII1 171'dreii.'Efi! - *.t. r/ "XO" WIDTH 'xoX" - i:irc ,, ... . t rj -9 •' 31.E 36.000 ��'c [; i��[ lau ME,Eall NrEnal CLIA�iA[aj1iiz7 Lau OCEAN f2i:a3[":3 ;Iira'ANI Luau vii L. '..-."..A , , , 57 000. : , ' ' r,zei [ '�C',,b - tir:►!y '' � = G►i] 37.000 55.500 A -75.0 lial -75.0 70.0 ED 70.0 750 En 750 70.0 -75.0 En -75.0 70.0 153,) Crj Af r .} al En '1:3 70.0 48.000 72.000 A 750 700 75.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 700 750 70.0 750 70.0 Ell= 40.• 46.8 700 76.0 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 1E19 ILCI CID EN erallin 70.0 53.125 79.688 A -76.0 70.0 75.0 70.0 - 75.0 70.0 760 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 - 750 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 13 -75.0 70.0 - 76.0 700 -75A 700 750 70.9 75.0 70.0 -750 70.0 71.9 70.0 -87.7 [ - 84.9 84.9 - 62.7 82.7 40.4 6 .4 80.000 90.000 A -75.0 70.0 - 75.0 70.0 - 75.0 700 75.0 70.0 -75.0 70.0 48.4 En 43.9 83.8 EDi 80.0 - 58.5 58.5 - 56.2 582 - 53.4 53.4 84.000 98.000 A - 76.0 70.0 78.0 70.0 -76.0 70.0 76.0 70.0 -71.1 70.0 419 01.8 448.8 58.9 48.1 58.1 - 63.8 53.8 -50.4 60.4 -47.7 47.7 87.333 101.000 A - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -58.2 682 -55.8 55.6 -52.8 52.6 -49.4 49.4 -45.8 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 En 41.8 IM -55.1 m M EM m 48.9 -45.8 45.8 -42.8 42.8 -40.3 m 72.000 108.000 a - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -70.4 70.0 40.4 60 - 54.3 54.3 -51.1 51.1 -47.9 47.8 -44.8 41.8 42.2 42.2 -39.7 39.7 74.000 111000 El ESEI 70.0 Ernimemi 70.0 -67.9 En f 59.0 IEIDIETI Ell 49.9 1E71 48.4 -43.5 43.5 EMI 41.1 -38.6 Ell • • • • •.. • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • •• • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • "XO" or "Or & "1/3 -113 -113 VW WINDOWS REPORTS: FTL- 3582. FTL -3729 TABLE 9. (BASED ON 1/0' TAPCONS OR 014 SCREWS) GLAZING OPTIONS: 8. Mr LAM (118"HS,.090,1/8"HS) E. 13I1 E. 13/1r LFMI (1/8"HS,3I8' SPACE,BHB' LAMI -WI 1/8"HS,.090,1/8"HS) ALL'XO' OR 'OX" SIZES UP TO 74.000' WIDE x83. 000" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111.000" WIDE )4 83.000' HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR 014 SCREWS) 7,O" ax OXC" & '113. 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTS C. 7 /1r LAMI (3719°A,.090,3/16`HS) ALL'XO" OR "OX' SIZES UP TO X000' WIDE x83000" HIGH AND ALL "1/3- 1I3- 1/3XOX" SIZES UP TO 1111100" WIDE x 83.000" HIGH I -6801 70,0 NOTE: F USING 3/18" TAPCONS OR 012 SCREWS DESIGN PRESSURE FOR "XO' OR "OX" AND "XOX' WINDOWS IS LIMITED TO 4t3 P.S.F. 1 3 x 1 3 O 3 x x O O x 7/0% br FR 3687473 A ROME TAME •MASS TYPE mse ee• (Mr Maker fK 3fffiW3 H ADD GLASS TYPE TO TABLE Ore Anowie MOO C a mOrY P.K FK 12.11M2 NO CHANGE 7769 SKEET tt. 1070 TECHNOLOGYO78VE MOM a SONS P.O. BOX 1@S NOKOMI$ a3Q74 FIC;- PRESSURES- X0, OX & IJ3 -ltfi -Ii XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT smwskat I NTS I7 -' 12 J 70468 C Wm A. Amet, PE PE LBL001 COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS Olt #14 SCREWS) "XCS or °OX" & ' XOX" UNEQUAL UTE WINDOWS , • "' . 41 , IEST R C FTL- } X O X GLAZING OPTIONS: A E. 5116" LAMI (1/8"A,.090,11rHS) B. 5/18" LAMI (1/8"HS,.090 "HS) C41'�" 13/16" LAMI (1/8"HS.318" SPACES/16n LAMI W/ 1/8"HS..0801814 • • • VIA (3�110PA,b99,8/16 WS : I • FIL3582 • • • • • • • F 11. -3729 'XOX" WIDTH, VENT WIDTH FIXED WIDTH . . .---• . 26.000 38.E 38.375 43.300 48.300 ' 50=5 ' 54.000 57.300 60.000 63.000 UNEQUAL LI7Es NEG P08 NEC POS NEC POS NEC POS NEC POS NEC POS NEG POS " NEC POS.NEG'POS NEC POS 69.264 19.125 31.014 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -80.6 0086 .8 stiff 1 -581 501yf,i5$3 %3.3'Z0.5 50.5 X O -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -78'0 7 6V -7Q.0 700 -75.0 70.0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0. 0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0 . 0 -90 tr 7 .0 -N.9:711 .900 70.0 480.0 70.0 86.919 24.000 38.919 76.0 70.0 -69.1 69.1 -63.4 83.4 -56.5 56.5 - 50.4.50.4 -47.5 47.5 -44.'1 48.1'41.8 4f.6 . 38.2 . -36. 38.9 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' 70.0 70.0 75.0 70.0 75.0 70.0 70.0 70.0 738 70.0 -90.0 70 0 90.0 70.0 -90.0 700 -90.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 -75.0 -90.0 70.0 -75.0 -50.4 70.0 - 415.2 UNEQUAL .ITES 95.973 26.500 42.973 -75.0 70.0 -60.5 60.5 - 57.2 57.2 42.1 62.1 - 55.2 55.2 -52i f 49.1 49.1 -482 46.2 -43.8 43.6 41.1 41.1 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 75.0 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 O - X - -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 90.0 70.0 87.0 70.0 -81.9 70.0 -772 70.0 -73.1 70.0 108.649 30.000 48.849 75.0 70.0 -53.6 53.6 -50.4 60.4 -54.5 54.6 -50.7 50.7 - 48.2 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 -76,0 70.0 -75.0 70.0 -78,0. 70.0 -75.0 70.0 -75.0 70.0 - 75.01-70.0 75.0 70.0 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 - 7 9 . 5 UNEQiIn1, g 115.892 32.000 51.892 -76.0 70.0 -49.9 49.9 , 46.8 -51.3 51.3 47.4 47.4 - 45.5 45.5 - 42.7 42.7 .40.7 40.7 -38.6 38.6 38.6 36.6 -75.0 70,0 -75.0 70,0 -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 -73.2 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -900, 70.0 -78.6 70.0 732/0.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 •58 8 58.8 122.000 33.687 54.827 -75.0 70.0 -47.3 47.3 -44.0 44.0 46.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 45.7 • _ po i- - 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 -74.9 700 -71.4 -90.0 70.0 -90.0 70.0 90.0 70.0 -85.8 70.0 74.070.0 -89.4 69.4 - 84.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 123.135 34.000 55.135 A -75.0 70.0 - 46.84(38 -43.6 438 47.9 47.9 - 44.3 44.3 -42.4 424 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 - 76.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -909 70,0 -90.0 70.0 -85.0 70.0 -73.1 i 88.8 68.8 -84.1 64.1 -60.5 60.5 - 57.9 57.9 - 552 - 35.0 55.2 35.0 126.000 34.791 56.418 A -75.0 70.0 -45. 45.6 -42.6 42.8 - 46.7 46.7 -43.1 41.6 41.8 -40.2 402 -38.7 38.7 -36.9 38.9 B,E 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 75.0 7 75.0 70.0. 75.0 70.0 75.0 70.0 73.7 70.0 -70.1 70.0 C -90.Q 70.0 -90.0 70.0 -90.0 70.0 - 82.8, 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 - 592 59.2 -58.5 58.5 -53.8 53.8 130.000 35.E 50.209 A -74.4 - 704 43.4 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 -38.2 382 - 34.3 34.3 B,E -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 - 78.0 70.0 75.0 70.0 75.0 70.0 76.0 70.0 72.4 70.0 -68.6 88.6 pRoDucr mow , o+ tom ee l Ca8 . Dab "r 7."44,/, , L i / o•me ."", • C -90.0 704 - 90.0 70.0 -50.0 70.0 -79.9 700 •89.3 69,3 ;65.3.85.3 -50.6 60.6 - 57.6 57.6 •414.7 547 -51.9 51.9 130.378 38.000 58.378 A - 7 4 . 3 70.0 4 3 . 5 4 3 , 5 41.0 41.0 4 5 . Q '45.0 -40.3 41.4 41.4 40.3 48.8 38.8 37.8 37.8 36.1 381 34.3 34.3 QE -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 76.0 70.0 -72.3 70.0 -68.6 68.5 ' ;PI � 0 70.0- 90.070.0- 90.070.0- 79.670.0.69.1 .1 .•. 86.1 - 60.560.5- 57.457.4 =54.6 m - 51.751.7 134.000 37.000 0 0 . 0 0 0 9 70.0 422' 422 .39.7 39.7 43.5 43.6 40.4 40.4 : 39.2 -37.7 37.7 -50.7 36.7 35,5 - 33.7 33.7 - 76.0 7 0 . 0 - 7 5 . 0 70.0 7 5 . 0 7 0 . 0 - 7 5 . 0 70.0 - 7 6 . 0 7 0 . 0 - 7 5 . 0 7 0 . 0 7 5 . 0 700 73.3 7 0 . 0 - 71.0 - 6 7 . 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 FRED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) `7(O" or "OX" & °XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18° LAMI (3/18°HS,•090,3/16"HS) ALL'XOX" SIZES UP TO 134.000" WIDE x 83.000" HIGH WITH 37.000° MAX. VENT WIDTH AND 80.000" MAX. FIXED WIDTH AND ALL'XO" or "Or SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 00.x" MAX. FIXED WIDTH 90.0 1 70.0 NOTE IF USING 3/18° TAPCONS OR 012 SCREWS DESION PRESSURE FOR "XO° OR "OX° AND "XOX" WINDOWS 18 LIMITED TO 41.3 P.S.F. "" FX 3117A13 A ETAW E9l, cwe� 74?EBA a c 31475 P B X 34 asrzn ".a. 74 3 PRESSURES - UNEQUAL CONF!G x4 OX & XOX ALUM/NUM CASEMENT WINDOW, IMPACT L O Tumor P.E. Ihwrils RIC pax WSW e """ ADD MASS TYPES 10TABlE N .,e",: FX ei. 711003 twee. C NO CHANGE Ti998iB9,T `. Fx � o"e > '8.' °.rwe .. i m ere n.ro nano I NTS 1 8 w 12 I 70484 wd PE I C Idedurdsol • •• • • • • • • ••• • • • ••• • • • • • •• • • • • • • • • • ••• • • • • • • • • • • •• • • • • ••• .• . .. • • • .. .. • • • ... • . • . • • • • • • • ... .. • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. VENT DAYLIGHT OPENING 0 (SEE SHT. 3) 0 0 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX REFERENCE 'IOC FRAME ASSEMBLY DETAIL, SHEET 10 740/173 1070 1OOY 1i 75 10.3 P.O. BOX /607 NOWO.O%A 9177e MI* r „ SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT c a a e o I N T S I 9 d 12 `"."' 7045-8 C Luca A. Turner. P.E PE 058201 Plotanftel • • ••• • • • • •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • •. • • • FRAME ASSEMBLY TUBE, MAT'L: 5063 -T6 °X° FRAME JAMB FRAME ASSEMBLY TUBE, MAT'L: 8063 -T8 "XX" FRAME ASSEMBLY DETAIL 'X' FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL #12x1 PH TEK SMS 13" MAX O.C. W/ (2) SCREWS 3" APART AT MID -SPAN #12x1 PH TEK SMS 13" MAX O.C. W/ (2) SCREWS 3" APART AT MID -SPAN x FRAME JAMB "0' FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL •E.OF 8083 -T6 • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• •••• SASH FRAME Tot • • • • • • • • • OR BOTTOM RAIL • • •• • • • • • ••• •• .434" 2.854" .08Y NOM. • • • •, • 1.159" 2.139' SASH FRAME HEAD, SILL JAMB MA71: 6063-76 6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6083 -T6 DWG# 7005A • L-2.784" ()FRAME HEAD, SILL. JAMB MAIL: 6063 -T8 DWG# 7002A - 7/hoh 3 ReadBx Kit Dar 3H7AL4 A Roakkow 8 Angkor c Car 308W tike 7//6703 ere 11.'17/02 REVISED FR4ME ANY DETAIL SCREW SPACNG NO CHANGE 7N18B 7 NO CHANGE Th8$SHEET n ec WOO TECILVOLOOYDRIVE NOW= R34276 P.O. 6gx $,s NOKOMIS FL 94274 . Visibly Bart® EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW IMPACT CA-74o I NTS 1 10 d 12 I °`°° 7045.8 IC Lucca A. Tom. P.E. PE 088201 biWapYml • • ••• • • • .. .. • • • .. .. • • • • • • • • • • • • ... • • • • • • • • • ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 30 5, 52 53 54 55 67 68 69 70 71 72 Rowe* 40 FJC 38883 max Doke FJC 7/10073 Owner ow. FFJC 12/17/72 DWG # 7002A 1135 7008 7003A 1155 7017 7009 7024 7026 7014 • 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7(06 7040 1635 331 7004A 7011 7012 7019 7018 A Realskrs IGT. # 781PQA 78IPQA 67017K 78X78PPSMS 785870 71tbc12FP 61P247 6163K 61635K 60976 788t2PS11911 67004 712X1PPT 711573 7FLAHD PARTS LIST DESCRIPTION MAIN FRAME -HEAD, SILL& JAMBS 48 X1QUADPHSMS FRAME CORNER KEY 112"X1R'XV8" CLOSCOL'ELLFOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 88 X 1 QUAD PH SMS BULB WEATIIERSTRW .187X240 SASH CORNER KEY MAXIM MULITROINT LOCK LOCK SUPPORTPLATE 110-24 X.562 PK PN. TYPE F MULTI-LOCK KEEPER (R9. & L.H.) 98 X .875 PK PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 8842 X.375 PIL PN. TYPE B STUD BRACKET (LM. & RM.) 98 X SE' FLT. PHLSMS OPERATOR TRACK & SLR (DUAL ARM) SNAP-ON HANDLE 12' HINGE (HEAVY DUTY) 910 X300 PH. PILL 3/16' LAMINATED (1180 & 1/8ES GLASS) .091) ROAR LAYER- SOUTI7AOR DUPONT PVB 5116' LAMI NATED(UMW & 1/81130) .090 INNER LAYER - SOLU7IA OR DUPONT PVB 7/16 (3/16A& 3/14MS GLASS) .090 INNER LAYER- SOLUTIA OR DUPONT PVB 7/16' LAMINAIED(3/1611S & 3/16HS GLASS) 090 BONER LASS- SOLUFW OR DUPONT PVB GLAZING BEAD (5067 GLAMO BEAD (7n6") VINYL BULB WS K) swami -DOW CORNINGa99 Olt 995 PARABOND SETTING BLOCK SCRUM FRAME SCREEN CORNER KEY SCREEN CU/111 SCREEN SPLINE - SERRATED CASEMENT SCREEN CID 98 X300 SQPN.TEKSMS CASEMENT MAME ABBY. TUBE 912 X 1" FIL pm. TER: LACK SUPPORT MATE LACK SPACER SNAP•N T•ILANDLE KNOB FOLDING HAIWLE NOCHO DOS MEET ADD 13nr1a GASSA GAZING BEAD NO CHANGE MIS SHEET beer f07a 7000V WIVE FL MI5 BQX 1528 NOKO40. R 34274 I 73 74 75 80 81 82 83 85 86 .708" .050' O W18' GLAZING BEAD MAT'L: 6063 -T8 DWG# 7038 .523" .050" 0 7116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040' 1.000" .423' °CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 . T--.- .589" O 13/16" GLAZING BEAD MAT'L: 6083 -T6 DWG# 7047 1.124" .125" .093' CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 2.701' PARTS UST it EXTRUSIONS Taw ALUMINUM CASEMENT WINDOW, IMPACT aware sere e e.c n.w"a w,F CA-740 NTS 11 S 12 f 70458 ` C 1 997 Er .288' . 040 INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 Luca A Aaner, P.E. PE t158201 Medsalal 3 • •• • • • • • • • • • • •• • • • • • • • • • •. • • • • • • • • ••• • • • • • • • • ••• • • • • ••. • • • • ••• APPROVED WOOD BUCK 1 1/2' OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —1 r _ #12OR#14 SCREWS NOTES: 1 1/2' MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4° MAX SHIM 3/16' OR 1/4' TAPCON (SEE NOTE 1 I BELOW AND SHEET 1, NOTE 4 APPROVED WOOD BUCK LESS THAN 1 1t2' THICK (SEE NOTE 3) 1/4° MAX. SHIM 3116" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) j11/4° MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1/4' MAX SHIM 3/16° OR 1/4' 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. APPROVEDWOG BUCK • 1 1/2' Og !Minn • • (SMOTE 2 )• i 1/4' MAX. SHIM r -- #12 OR #14 SCREWS 11/2'L._ MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK 1/4° MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE • • APPROVED WOOD BUCK • L•SS.T 1/2° THICK • • • • • • •EE NOTE 3) • • : 'tI4WAX. SHIM —� • 3/16' Of 1/4' fAPCON (SEE NOTE 1 BELOW • i ■ND .S BEET: i 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 1 112' THICK MOW Aft FJC 3/17 Dan Br Oaile 771009 ff°m tbl wr®m.r ca,cbeex FJC Mod FJC FX 117/72 A ADDED 014 SCREW OPTION NO° INCTE'THISSKEET NO CHIME INS SHEET 1070 TECHNOLOGY DRVE 1 Ft 3•278 P.O 1 9 ram Hui v &b1F Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT °.a.he°n Ittere VIM* lberogola w.. CM740 NTS 12 A 12 I 70454 C Um A. Tune. P.E. PE 0:62111 Mechanical t `7404 3 • • •••• • • •••• • • • • • • • • • ••• • •• • • • •••• •••• • • • • ••••• •••• •••• • •••• • • • • • • •• •• •• • • • • • •••• • • • • • • •••• • • • • • • • ••• • • •• • • • • C4 • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City MaJ hC1r✓$- Tenant/Lessee Name Miami Shores Village Building Department Building Electrical State P I C- (2r4 Job Address (where the work is being done) /41 /A)i4) / A- City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO 1� Contractor's Company Name Contractor's Address t31943 cit (zeta._ Qualifier J Describe Work: Total Fee Now Due $ (Continued on opposite side) 235.10 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. icov ()E S Master Permit No. lumbing Mechanical Roofing n�lC: Phone# 3 a 5" q$14 577& Zip I Phone # Zip 33/ 3 O ct$ I • 0 • # 305 l.� State F1..., Zip zatbq State Certificate or Registration No. 6 * 1 Certificate of Competency No. 0565 60 5[ 0 ,,, Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Cp V tZSIVCJ Square Footage Of Work: 3/tiT Type of Work: EAddition DAlteration fNew tgi Repair/Replace ❑ Demolition.... • ? ) l » u.) in 1 i * 1 •••• • .... . •. .. • •••• • .... • • • • • . • • • . • .. •••. ****************************F *, * ** Fees * * * * * * *, * * *** * * * *** * * * * * ** * * ** .. • .. • • .... Submittal Fee $ i / Permit Fee $ 4 9..6 4 w CCF $ - CO /CSC • ..---- • ._.. • •••. Notary $ -- Training/Education Fee $ 1 - 60 Technology Fee $ ' 5 • S ; • • • • • • • • • • • •••• •• • • ••• • Scanning $ Radon $ Zoning Bond $ • • • •• • Code Enforcement $ Structural Plan Review. $ • • • • •••• • ••• • • •0 • 0000 • 000• Bonding Company's Name (if applicable) 02) J O I p r Bonding Company's Address City L,{" %I ( 1.> State /Z(, / • ♦ Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which Occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent J Contka�tor /, The foregoing instrument was ackki wledged before me thi °C ''The foregoing instrument was acknowledged before me thisoL- , by ye J J V t ' L�C '1 f� . , day of 20 by 0.-X10 ItYv JP S , who is personally known to me or who has produced VI, bL . 3fdpM5tv3 3W identification and who did take an oath. NOTARY PU : I : day of who i Sign: Print. • • NOTARY PUBLI • • My Commission Expire: • • •••0 •••• * * * ***i•Isk * * ** **004411 *** ***** * * * * * * * * * * * * ** ** * * ** ** ** ** *** * * * * * * ** ** ****** * ** * * * ** * * *** ** * * * * * ** ** ** * ** ** • APPLICATION AIPRb \'ED BY: 7/ •0 • • • •••• ••• • •0• • • • • • •• chc 05/13/03 • • • • • • • • • • • • • • • • •• o me or who has produced As identification and who did take an oath. ,1 e J. Forney :•: pines: May 16 2008 . * *Zl� t'It. s Bu*1t d 71 u x/!1/11 'Mla c Bondii Co, Inc Sign: Print: My Commission Expires, * Exp ires: Q�08 o - Plans Examiner Engineer Zoning STATE OF FLORIDA COUNTY OF DADE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /I e9/ 31a)Uv11 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: m 1(� Sir , - 9c - r /a / ,w (VC, Nal 57 4 am 2. Description of improvement: P _,R. CO 61-1nA A ()ea) 1m et Gc), rW v 3. Owner (s) name and address: &Ail J ,it i " 1 Alto ��b s� j�1 /� 31 l ' �C - 33/353' Interest in property: MAA.�A..-) Name and address of fee simple titleholder. ORIDA, COUNTY OF DADE TIFY t this is a tr e opy of the his - 'i.e:'n 4 Contractor's name and address: 5. Surety: (Payment bond required by owner from contraft ki Name and address: ori.sna Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon I m notices or oth 'documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.Iri addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7.; Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name Sworn to and su Notary Public Print Notary's Name Prepared by:7k g'e-- n44) day of X30 1111 FN 'ZOO Rt 7012912 OR 1'k 23546 Ps 0271; rips) RECORDED 07/07/2005 10a04a46 HARVEY RUVIN, CLERK OF COURT I1IAMI —DADE COUNTY? FLORIDA LAST PAGE •3 1 Form 104 1• =ry one: I :00 S NGLE FAMILY • ESIDENCE 2003 1 RESIDENTIAL- SINGLE AMILY i= • I K/1 loors: 1 Units: 1 odoS _. ,477 of Size: x,150 SQ FT ear Built 1938 egal on: IAMI SHORES EXTPB 43- LOT 12 BLK 219 LOT IZE 75.000 X 122 OR 16383 - 4180 -78 05944 COC 3176 -4865 03 2005 1 Year 2004 2003 Land Value: $75,584 $56,042 Building Value: $86,551 $73,062 Market Value: $162,135 $129,104 Assessed Value: $74,247 $72,863 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $49,247 $47,863 Folio No.: 11 2136 003 - 0120 Property: 144 NW 110 ST Mailing Address: KEVIN CLARK & JUDY CLARK JTRS 144 NW 110 ST MIAMI SHORES FL 33138- Property Information Map Property Information Map My Home Miami -Dade County, Florida inir`a Ida daigoy Aerial Photography - AirPhoto USA 2004 0 • 112 ft This map was created on 5/31/2005 4:20:53 PM for reference purposes only. Web Site ® 2002 Miami -Dade County. All rights reserved. Close Summary Details: Property Information: Sale Information: Assessment Information: Page 1 of 1 ••.• • • • • • • • • •••• •• • ••..•• •.• • • 1 1.1•. • • • • •• • 1.•.•• 111.1• • • • •••• • •111 111 1•. •••• • • • • • ••1. • ..•. • 1 . • . •• •• • •.. • • • •..•• •• • 1 •••0• • • • • • • • • •••• • • • • • •.•••• • • • •••• • •• • • ••• •••••. • • 0 • • http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 5/31/2005 REPLACE OLD WINDOWS WITH NEW IMPACT WINDOWS FEB 2 2 MI Passed el Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until , .............. .............. , ........................................... Inspection Date: 11/23/2005 Inspector: Grande, Claudio Owner: CLARK, KEVIN & JUDY Job Address: 144 110 Street NW Project: <NONE> Miami Shores Village, FL 33138- Contractor: TECHNOLOGY CONSTRUCTION CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Imported Permit Inspection Type: Window Door Attachment Work Classification: <NONE> Phone Number Parcel Number 1121360030120 Lot: Thursday, February 22, 2007 Page 1 of 1 4 Bill To KEVIN & JUDY CLARK 144 NW 110 ST MIAMI SHORES VILLAGE, 33138 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 02/22/2007 Renewal /Extension Fee Thursday, February 22, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -2 -07 -27605 Invoice Date: February 22, 2007 Permit Number: BP2005 -1008 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 02/22/2007 Check 1350 $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 I