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WS-08-843Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Bill To I VICTOR MARTINEZ 1160 91 Terrace NE MIAMI SHORES, FL 33138- Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 07/16/2008 07/16/2008 Monday, July 21, 2008 Fee Name Revision Fee Scanning Fee Invoice Number: WS -7-08 -32354 Invoice Date: July 16, 2008 Permit Number: WS- 5- 08-843 Fee Type Calculated Calculated Total Fees Due: Fee Amount $35.00 $9.00 $44.00 Payments Date Pay Type Check Number Amount Paid Change 07/21/2008 Check 1324 $44.00 $0.00 �UL 2 i PAID Total Paid: $44.00 Total Due: $0.00 BTJILDING PERMIT APPLICATIQN FlIC 2004 Permit "1'ppe (circlet: Building Roofing .4)wuer's Name (FCt. F Owner's Addre., Cit T"-. Tenant/Lesse Job Address turc (lt)n: } C2 0 N Np ¶ 2 1 M City Ivlinun Village_ FOJ AO f PARCEL # W::e is Building Historically ll ilaatecl I::ti Crntr:t'ctor's i-'otnp,tn■ IN atti r l w Y • ,5 (' nintc.Urr's 1.11ress 4 6700 2 yip �f t?u��irt;��r Name iil .,I;I>Gcai1 'Work For this Permit $ Bui1di 1:,;t tit t N l i , Tel: State Type of NVurk: [1 y Llitl;,n, • . Li \Ilcr,,tiun Describe NVork: Submittal Fee - -- __ Ycrmit Fee $ Notary $ 1 raining /I :Alm taut Scanning t� Radon $ fluid $ bode Gnt * __ Structural R Shores Village: ng Department Esc._ MI > N S;u rc��, i t I 38 79 220 Fax: t 305) 7 DNew 1 PBR S Permit Na. r Permit No. Phntt_ tt v p 2 4 County tifi,trnil)aclt Zip Cit VI l t Quaid ter Na n _ C 3 P V O . 1\•1' JQ l ; " ;t -- State Ceti ilicate nr Regl�tr;a1I n��;. ' ( 5� t ..- C[UIIC ale ;if(11111' Ph. nc nt+.tr Footage Of Work: [� 12epatit,'Rcp(acr CCF$ Technology Fee $ Zoniug. 1)0ithlc 1 ce`$ __ - - l•otal Fee Now Due $ __ See Res erst ickc -4 (''O /CC 13t?nding t'on7pdny "; N0I11L( i if applict attl ; :) _ t3<tndin,� Company's Address tat) Mortgage 1.e de Nanie tif iplIieah14 t`t I�iort a . Lender' Address City Aplllicanon is hcatsb ' made 11, obtain » pernlit 17' 110 the Wt>rk and itaStall a:; lndicoiucl. 1 0Crtil1 tluu n '.;urk Jr 7rrstall.utcul h.t<> cunirn'tl,ed prior to Mc issuance of a permit 01t1 that all vurark will he Terlurrned to meet the standar k ad- all la.'~, rc ulam ngk`: ttonstru4tion in dm iumsdi;_tion. 1 uudo:rsiand that a scrtamie p:zrtnit must be st;ciired for [ li("'TRiC:A1. WUl K. 11 UM111N(.;. SIGN;, W'LLL_S. 1 1 01_5. PURNACI':S. 1UOII.P,RS, HI-.:VI LRS, TANKS an I AIR CONI)l 1 tOtstE16, FTC OWNER'S AFFIDAVIT: IT: 1 dcrl i lv that ;d1 the lnr goin infetrrtttl is aCC ttt att: oral that .tl l yolk will be &ale in C n re v 7711 :. applicahle laws regulating tmtstiacutrtr and zoning. ` *WARNING TO OWNER: YOUR TAILURE` RECORD A NOTI('E OF Ct)MiklFNCLI11LN1 \)AY RESULT IN YOUR PAYING TWICE FOR INIPRt)YE11ENTS TO YOUR PROPERTY. 1. YOU INTEND Tt) :)t;iAPN 1IN.1N('ING, • CONSULT WITH YOt:R I,l:N1 ER OR AN 4'1 Y BE-ORE I VOtiR NO1I(t7 t)F' COMMENCENI1;1NT." . \r',Jricc 4'U A/7(7/7c0117. As a 1 ",o hril7C 14' -` 7h' /717 111 1' , a 4141 /7/71777 (','14/711 i t'i717 art 1 ,[/i74.L1;'<1 talue cu t'cf11717 .72 ((7 the 11H raw 1 n ;rtt p1'017 „t 717 4r,,4r1 fc1r111 1! d l' ! (1 11 o f the 110111 i-' 171 c 1110/77 tit r /7 ! ,!1 !t'0 4 -(777/ i7( itCn '7111' .141 1 711111 ''- /0/7/ d I), 4 1 r tnhr11c property i.\ 11 t ; attar 11,01117- _1!co, r! cr'rti ed r i py () //lc rrcurrlc 1/ entire of 7'117711/77 [ 11 r1 711 71111,/ 1 pr .,ter/ r.! 7,71' j ,! , .1e 7 71 tl,r lint 77/7/ '(1ir711 '/474,/! 4 v NC vt 17 17) 1 ajtch 7474' hi7ihfir7,7 per117i1 is issuer!] In the 07044147 :tf -.717 'lw.ctecl 111077 r, t -7,. i,, ,vc'1711 r, 11. f11 4?. I yplp r o vo(I .70 ! 11 /777/7(4(11 (1 /e0 wilt `7f c /1(1(04:1. 7 Sign: Print: 1vly (2o ` n n o t ti_. i ;1st 1 (Pc!. 07/10/117', CATION APPRtl 'EI) 117 74 . 172 State — 1.1). tx Agent The 7 UC 1 np. ii 4 - irunient was tCl.th) 4l)Cdgted hef/r7'. 7110 th ,t day ■,f 4'v � who is petsonatlIy ru‘1 n to ate or ■vtio has pr;nluced As akin ih0,177' 77 .717 41110 111+1 iaikc do ; 1,17}7. NOTARY P1 'IiLIC day ; patine 7; „ Print: t117 Ctutunir.uaf E .ptr 4.:x1717 * .... 20 (�Ufltta(ll( The 1 n _ instrument t'. n knu'� =1,(l ect t >cfo)re y:kn;'wn to MC 4')t i'kitl 11,7;1 produe.t (A " (7 2 (); ntira[u1n ;t -x! -.vh<) did i<rt c NO! -U Plates L .!miner P.n7:incer Zonan Mimi Shores B co 0 v Ntt li l 3ZI f;w'�r 7. gp trc. re • 1L' 1,j�7yL' 111,41111.31111111M la_VMJ IMILIIIIIMIN wammumunaismommummammorim ice_ �' , 1 dl, 1� ,I: �'j. �� 1 — Illiwammommiqwww-i TAik 05 -0 -/.. , , � 1 f 7 'Laltil 111MW11111 ' T t' IMTAllio ' o 80 I -.o ho; WILLUAMIAll IIIIIIIiIIMIHIMMIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NUM 1ffi -ak k 03 -0= 0 &fi ' - : Cs 't ii a.' FYXIE13111E1111111111111111 El imennommi kid ;1,4 .c 1 . .� r - MIN � IM "1.051 � 111111111 NMI IMMO 11111101111111111111111111111111111111111111111111.11111 11111111111111111111.S191 04 UT3E1332.1Wilffellill1111111111111111111111111111111111111111 1111011111111111 111111111111111111 111111141111111111111111111111111111111111111111111111111111111111111/111 IR VIII= 1111.1111111111111111111 NW= 117M11111111111 111111111111111111111_/MIkkEETAINIIINIIIIIMMIAMMIll NM IIIIIIIIIIIIBIIIIIIIIIIIIIIIII 1111111R111111111. 11111111M1111111111111111111111111111111111111111111111111111111111MAIKINSIMIIIII - 21-1110111111111111111. 111101111111XISMIlkMMIIIIIIIIIIIIIIIIRWIRAMIEMINI S a�r11r Brr IITI� '''�l. j 7. it 6 0. l _� ti Ell 111111MUMWEilffilin -- -1illL itrit �►�1: r a O D 17 .D G .0 jib 74 X x e 11M1Ill —••, roduct Ap roval Schedule ent L 1 Chart Address: NO Ate eitgrigw No. • • ... ..... 8 0 m 1ER I� p ll ED MAY i 2O8 �.w •�... ` ...' . . 20 ! nor • .. . - ... • • • ... • 0 ;11 06/29/2008 17:43 3052328972 ..•. • • • • ••••• MIAMI. E.'i�.: •••• • ••• • •• • • • MIAMralIE COUNTY; FLORIDA METRb-i3 » FL4.OLER BUILDINF• • • •: BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST F1sAVI R STR UtFrE 1603 PRODUCT CONTROL DIVISION Mtn, FLO1 DA 33130 -I5er: • • . (305) Mt% FAX (3o5) 375 -29dr • • • NOTICE OF ACCEPTANCE (NOA) vvvwr buildinQceideoiUine cam • • Lawson Industries, Inc. • • • • • • • 8501 NW 90 Street C ; uNty. . . Medley, FL 33166 • • S cope: ••.•.• 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 Dadc County and other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division. an Miami Dade County) and/or the ART On 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 AHI may immediately rcvolce, 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS- 8600 "Alu><tti11Um Horizontal Sliding Window (Fin Mount) -N.I. APPROVAL DOCTJ ENT: Drawing No. LS600.0401, titled "HS-8600 S -8600 Horizontal Rolling Fin Window", sheets 1 through 8 of 8, prepared by ma.nufactuuer, dated 05/02/05 with revision date on 07/22/05, signed and sealed by Thomas J. Sotos, ?.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: None LA BEL.1NG: 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 fled 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 fors 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 consists of this page 1 and evidence page E-1, E-2 and E -3, as well as, approval document mentioned above. The submitted documentation was reviewed by Iferminio P. Gonzalez., P.E., Director, BCCO HOMETOWN BUILDERS PAGE 03/26 NOA No 05- 0919.O4 Expiration Date: February 23, 2011 Approval Date: February 23, 2006 Page 1 • • 06/29/2008 17 :43 3052328972 HOMETOWN BUILDERS PAGE 04/26 • LawsonIndustrics, Inc- • •••••• •••••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'rr i • • • ••.• • • • • • A. DRAWINGS •••• • I. Manufacturer's die drawings and sections. • • • • • • • • • •i • 2, Drawing No. L8600- 0401, titled "HS -8600 Horizontal RoIlin$4;in•Window ",•sheets 1. • • through 8 of 8, prepared by manufacturer, dated 05/02/05 witbl revissoxx &O M, t • 07/22/05, signed and sealed by Thomas J. Sotos, P.E. •••• • •• • • • • •• • • • • • • • B. TESTS • • • I. Test reports on I) Air Infiltration. Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTx+- 4541, dated 06/24/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4533, dated 06 /22/05, signed and sealed by Edmundo Largespada, P.E_ 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. i TI., -4578, dated 06/24/05, signed and scaled by Edmundo Largespada, A.E. 4, Test reports on. I) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4456, dated 06/23/05, signed and sealed by Edmundo Largespada, P.E. 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and insulation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM dated 06/22/05, signed and sealed by Edmundo Largespada, P.E. 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per IBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, .Inc., Test Report No. X4547, dated 06 /23/05, signed and sealed by Eduoundo Largespada, P.E. zi t- a Gonzalez, P.E. act Building Code Compliance Office NOA No 05-0919.04 Expiration Date: February 23, 2011 Approval Date: February 23, 2006 E-X 06/29/2008 17:43 3052328972 HOMETOWN BUILDERS PAGE 05/26 •••• • • •••• • • Lawson Industries. Inc. • • • • • i • • • • • • •• • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'X']'LD • • --r• • • • • • • • 7. Test reports on 1) Uniform Static Air Pressure Test, Loading, r13C, TAS D2 -94 • • along with marked -up drawings and installation diagram of aralmainuntbxfizontal sliding window, prepared by Fenestration Testing Laboratory:Ing vest Report No. • • PTI 588, dated 06 /24/05, signed and sealed by Edmundo LargP.E` ada, P,' • • • • 8. Test reports on 1) Uniform Static Air Pressure Test, Loading4/er BC, TAT 21)2 -94 • • along with marked -up drawings and installation diagram of an a.Tumunurra hg iontal • sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4594, dated 06/24/05, signed and sealed by Edmundo Largespada, P.E. 9. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of au aluminum horizontal. sliding window, prepared by Fenestration Testing Laboratory, Inc., Teat Report No. ], -4457, dated 06/24/05, signed and sealed by Edenundo Largespada, P.E. 10. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per PBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal. sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4429, dated 06/24/05, signed and sealed by Edmundo Largespada, P.E. 11. Test reports on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per PBC 3603.2 (b) and TAS 202 -94 • along with marked -up drawings and installation diagram of an aluminum horizontal • sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No 1~ TL -4413, dated 06/23/05, signed and sealed by Edmundo Largespada, P.E. C. CALCULATIONS I. Anchor Calculations and structural analysis, prepared by Kelvyn A. Whitfield, P.E., dated 6/26/02, signed and sealed by Kelvyn A. Whitfield, P.E. Complies with ASTM- E1300 -95 D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0205.02 issued to Solutia, Mc. for "Saflex/ Keepsafe" dated 5/17/01, expiring on 5/21/06. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. E-2 xler'minio F. Gotzgez, rector, Building Code Compliance Office NOA No 05- 0919.04 EXP xp iration Date: February 23, 2011 Approval Date: February 23, 2006 06/29/2008 17:43 3052328972 HOMETOWN BUILDERS PAGE 06/26 • • • • •••• Lawson In stries, InC: • • •' • ••• • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SYIBMITTEI? • •••• • F. STATEMENTS • " "' • 1. Statement letter of confozznancc, dated 08/15/05, signed and sealt4•$y Thomits Soto, P.E. • • 2. Statement letter of no financial interest, dated 08/15/05, signeel and laled ji i' pmas J. Soto, F.E. • • •.. • • • • • • •• • • •• • • • • • • • G. OTHER • • • 1. Letter from the consultant, dated 1 stating that the product is in compliance with the Florida Building Code (FBC) E -3 !termini* F. Conialez, P.M Director, Building Code Compliance Office NOA No OS- 0919.04 Expiration Data: February 23, 2011 Approval Date: February 23, 2006 • • • 3 3 1 1 77,. DLO. 11dI? Sfax , . , . 0 '0, = _ - Ife;r. D .LA M 7.' =S ER E . ." 3 o ■ 1 I Dr y • ' z 3 3 1 1 77,. DLO. 11dI? ,. el/ 1D a ? 1 7.' i 75 UB' E1VERALL FRAME WIDEN — 73' INTERIOR FRAM 'wurTH �--,s 30* 15 3/P Box oc) (LIPS O&) 1 a 9 9 13' 5 9/1 6' I 3--15 315' -1 ' Or WI ELEVATION a n /111• 126 I/6' OVERALL FRANE WIDTH 0 13/1 312 SAS. 7.0991999 9 ' T S aY 1<3.HS MAD (B 15 T PASID 15153 ( O 84 EA. 1153LE 13119 SSE GS313.1L SORB 19 124' INTERIM FRANE VIDTIi "XOX" 'WINDOW ELEVATION SERIES -8600 HORIZONTAL SLIDING 'WINDOW - FLGI FRAME - (NON -WPA T) 15 3/4' 5 2/1 General Notes 1.) TIES MOOS SYSTEM 13 DESIGNED AND 15bTXO TO COMPXY ran 3H6 REQIHREILDITS 0$ THE 2001 FLORIDA, BUIIDING• CODS )NCLUDRTG 15102 Y3L001 Y 5UELB1153125 ZONE (RIDE) 3%11D ASTMS 19oo0 -0e. ti's PRODUCT ea NOT DIPAGT 2181SC51. T1i2130118 ARE 3D BE PROTECTED 71TIH 51351 DADS COMM 3PPRODID IMPAGT RESISTANT SH171R.RR5. 2.) 2 X HOOD BUCI01 SHALL HE INSTALLED AND ANCE031ID s0 70AT - TEE =FLAWS 'RESISTS PEE SUPERIMPOSED LOADS 1.N ACCORDANCE NTH EXQIHILIEERVIII OF 2004 F.B.C. & PO BE RE M= BY BUDDING OFFICLO. D) MICRO= SHORN ABOVE ARE As PER T2S1 TRACTS. ON CENTER (D.C.) ANCHOR SPACINGS NM PART '15352. UNIT DA03R1EOR5, AND TEUI RU` BRR OF ANCHORS REWIRED, AS BITCIFI3D 031 TEE LOAD TIBLP3. 4.) ANCHOR CONDITIONS NOT 5 5088120 IY THESE DRAM= ARE 7D BE REGINEARED ON S SETE SPECIFIC BASIS UNDER SEPARATE APPROVAL AND TO BE REVIENED HT MID= worm, 5) X0 or OX WINDOWS ARE QUALIFIED FOR USE 11178 SINGLE GLADE GLASS TYPES T3BOIATRD HEREIN (SEE SHEET #5). S) XOX 1IRIDO2S ARE QUALIFIED TOR USE Br1'H MLR 5025 MASS TYPES TABULATED BhMEM (ERR sa33r g10). 7.) X0, 03 X055 SEEMS ARE QVALIPRID FOR USE 177TH DOUBLE GLAIR GLASS TYPES MULATTO HESRR155 (SEE 3523? 17). 8.) s5 SHEET 4 FOR LOCK D3YA113 & OPTIONS. O.) SEE MEET 4 von mama DETAILS & OPTIONS. (REFER TO SHEETS 5, 8, & 7 FOR DESIGN PRESSOR 9. 10.) TEMPERED OUST NAY H8 DEED BUT DESIGN PRESSURES ARE LIMITED TO LOAD TABLES 0215 SHEETS 5, 3, & 7 I1.) TODD OPENING SNAIL BE PROTECTED WITH AN 3YPROV3B MOISTURE ( RESISTANT 7,114211 (BY OTHERS). PRIOR TO WONT MTATAep1ON. 12.) MATER1AIS: IRCLT3D5512 DIP NOT LIMITED TO STEEL SCROD'$, THAT min )INTO CONTACT 37TH OTHER DERRUH.A.R MATERTAIS SHALL MET PHE REQIEREE 25 OF 2004 FLORD)a DITUD155 CODE =non 200232.4 119 934.9_ 1671DIE1S (A)7AT IMAM WAD 7 31 TRADE MIL 9 AT 8A. FRAM 71113 SOAR 11112BRAL EWE 0 (0.C.) 2i i/4 9 `1 1d j 0 1J /1 5 13 /10' MINAS ARE TO BR PROTECTED 171N 51351 -03555 001181Y 31215550430 130311' REaSi'ANT 1511U51 ns • • • • • • • • • • • • • • •• • • • • • • • • ••• • • •• • • • • • • • • • •• • • • • • • ••• • • • • ••• • Go ra a a • i 1 1 f 1 0 111 • • I W .:. ig a . 1 • • • • ki • • • ••• A W m m N 0� LAZING SEALANT 0.12 SHS ar WS V/ 1 U2r' MIN. WOOD EMBEDMENT (TYPJ 2X VCI1 DUCK (TYP) ALL VOID) FRAMTN1 ET4GINEEREED SEPARATELY S TO BE REV1ESED 3LDG. ETFICIAL CTYPJ EXPOSED WLYDD'd FRAME FIN TO DE PROTECTED WITH AN APPROVED NOISTLSiE / WEATHER BARRIER THROUGHOUT ENTIRE PERIMETER DF FDA BY 9TIvES (TYPJ SILL W/ 1/? RISER ADAPTER (FIELD APPLIED W/ CLEAR SILICONE) EXTERIOR GRADE P RIHETER CAULKDIG BY OTHERS (TYP) mumat N!.'.iiY, 11'ERIOR r—a 1 H 12 SAS. or 1 ,1A SCREW 'd/ I 1 1/2 MIN, VOQD ENDED (TYPJ INTERIOR GLASS riVmm MS SKI Vi` FSVC MN MCC r Vx •• .. • • • • • • on.". DEED) 2i( 4093 • ti BUCK (TYR) • • •• • ROM ALL ANCHORS TO BE 9!2 SNS DR WEL SCREV WITH A ND01.11 EF 1 It2' FENEIRATIGN• • INTO WOOD. ( REFER 70 LOAD TAELES• • • FOR QUANTITIES :E KIRED) • • • • • VII&N ni at? BaelE;KN ME 11MOW FR65C� rt= • • tt EBl BUCK Is EMS MIN 1 /a MIS dNR NOT • Aso • • • • ALL WOOD FRANIAIG ENGINEERED SEPARATELY & TO BE REVIEWED ELEM. IFFICIAL (TYPJ • • • •1• • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• •• • •• • • • ••• • • EXTERIE R GRATE PERIMETER C ?IiLIMIG BY OTHERS RYP.) EXTERIOR GRADE PERIMETER CAULSING BY OTHERS ETYP.1 GLAZ]NG SEALA EXTERIOR DOSTO&ROZAHE VIDTH m1GRMi. MAW r1UI .axativeq,K 74 .7"; 7,'sssOlr \' >c\�'Ql'Q'iL" b 3' YA hvv ••• • • • • a 1 1.12 {rvE 1/E" Tat ALL WOOD BLEKS ET1'GD EERED SEPARATELY & TD BE REVIEVEB BY BLBG OFICIAL UV.) 4 12 RMS. OR VD. SCREV V/ l 1/2' HIM. 'TODD EMBED CTYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL MR) FFAW 0117' WET= RAIL ISFE DEi7.Y1 PRSaaG rare GLAZING SEALA GLASS N 12 S.MS. aR VA SCREV V/ 1 1/2' HTN. WORD EMBED CTYP.) INTERIOR INTERIO VEIDD BUCKS NUT BY LAVSDN IND NUST SUSTAIN IMPOSED LOADS AMMO TAITE ITETAG RAIL (SEE NAM PRsSSIA1E 1761ES) IEAVY RAY moms (ssE USICti P cR' RE MEG 2X WUIiD BUCK CTYP.) 114' PM SHIM SAME INTTEDIOR PHD= DUTY SMUG RAA NEC DWI MARE E PF I CLASS 2X 'WOOD BUCK CTYP.) VODD BUCK NOT BY LAVSCN NUST SUSTAIN DOSED LUAUS VP IA% AIIt SPAC Ag ALL ANCHORS TO 3E 4!2 SHS OR VB. SERE)/ VITH A MINX EF 1 1/2' Fe'T.EfRATI 4 INTO W001). < REFER TIT LOAD TABLES lIANTITIES REQUIRED) • MN TES QV EMBER 7HR SINBIN MUD AND R I B BUCK U 6 LY' g 711AN Z/B'. APS N•1' EXPDSEB '1NB W FRANE FIN TO BE PROTECTED WITH AV APPROVED N0ISTERE / VEAT110 BARRIER THROUGHOUT MITRE PERIMETER OF FIN BY OTHERS CTYP.) •• ••• • • • • • • • • • •• ••• Asipmealls MIRO Ela ROW • • • • • • • • • • • • Aft • • ••• • • • • • •• • • • • • • • A• V b A 4 •• • a 4 11 2 1 H s 1 1 1 1 1 1 1 AN N • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m •a LO N . m OD W "0 LO 01 BSIMOO RN FROM MUMMY — BILL OF b1A'PERLI,9 ITSN + Paw # ORM. # REQ. DIESCHIPTION REMISES 1 L 76113 LII -L28 1 FRANE HEAD 876376 ALUHENUM 2 L -8601 LII -134 E FRAME SELL 6863-15 ALUMINUM 3 L -8602 LR -138 2 1FRANE JAS 1x vent FTIEI REEVING RAIL 3E163 -76 ALLOI[NUN 3005 -T6 ALUMNUS 4 L -7504 1.11-129 5 L-7508 LEI -124 2 x vent VENT TOP / WOOS RAIL 6063 -T5 ALUMINUM 6 L-7506 LII -126 1 x vent VENT INTERLOCK RAIL -I1 64105 -76 ALUMNUS 7 1 -7505 L1I -125 1 x vent VENT INTERLOCK STD. BUTT 6005 -75 ALUM ND+ 8 1 -7527 LII -136 1 x vent VENT LATCH AND 6005 -T6 ALUMINUM 9 • L1/-812 2 x vent 'VENT EXTRUDED LOCK 6063 -15 ALLM[NI.M 10 x 1 2 x vent VENT CAN LOCY D1€ -CAST CAM LECK 1I • a 2 x vent 'Mir PLASTIC LOCK SPRING LDACED 12 r SCHLEGEL AS READ. Tap/Rott. RoR Veaihers•alp .187' X .280' FIN SEAL 13 • EILTRAFAB AS REOA FM. RAIL WEATHERSTRIP • .187' X 258' FIN SEAL 14 a LLTRAFAB AS REQA VENT LUCK VEATHERSTRIP 087' X 150' P1LE 15 x u AS REIPIL VENT JSHB WEATHERSTRIP' 3/8' DIA, ILLS 16 x Al 2 VEEP HELE COVER W FLAP 1 1/2' 6'de x 1/4' W weep 17 x .r 2 SELL OF€N CELL FRAN PAD 112'x3/0'x 1 3/4' LONG 18 x x 2 SILL /JAMB JOINT ERSKETT 1/16' CLOSED CELL FIIAli 19 L -763 NC -032 2 VENT ROLLER ASSEMBLY 2 X EA. VENT DEMON RAIL 20 1 -7524 x 6 VENT FACE CUIDE 3 PER VENT FER RAIL 21 x x 8 F9PIIE ASSEMBLY SGREWS 11 9 X 5 /8' P11. PHI.. 22 • x 4 x vent VEtiT ASSE2DLY SCREVS N 8 X I' P.14. PHILLIPS 23 ■ at 1 X RAIL MEG RACL SCREW It HEAD 11 9 X 1' P.H. 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F [ / 8 ° M I M E D cR IE4AE7ED IOE (32 1411010 7.21255422 751290 Note: I. 130ID027 707364 & 21510773 5313 793 UMW. 22. 7111 7255353 121 *3451O2SL •• ••• • • • • • • • • • • • • •• ••• •• • • • MI W •0S • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• 1 • • 9 r4 1 6- El at r` v '4 z z CI a 4 ri a • • • • • • • • •• •• 4 1 a 1 2 ra trl 11, FRAM HEM L -7809 STINT TNPBRGOCB RAIL Olativy Snt?) L -EPICS 1.280 CLA2NNG BM L © A56 + 0 __ _ • 8501 IIl � 1 ? MEDLEY. PLOJIDA Mon HS-8600 HORIZONTAL ROLLING FIN WIND OW EXTRUSION DETAILS & C0 N11 4S5 W3LY mum o so a I woo —vom 1 a • wR.�r � +=trawl AproweI wpm, +.aAisWOW ARS - 1.938 1.062 7 ° s 1.408 0 ai 9B2 i .600 HIKED IISETRIO IldiL 4 7604 VENT I NHERLOCR RAH. L --7806 7I n (Standard Duty) MAME SIM WEIR ADAPTER L = 32 O • 2.241 m 1.508 .g0G • VENT DOTT011 CORNER + +JE BOTTO!A CORER 'RAMR & SASH CORM DE .590 VENT RIM RAIL Lr7547 FPILMR SIZE L gDpF ' 060 200E E L GRADE FLACK TEDDIES TO 3E APPLIES BEHIND 1N S T A L FRAME FIN 8'/ INTALLER CTYP.1 O 2,376 mama WO. v WEATHERPROOF BARRDER SY CIDERS (TIP.) WINDOW INS ILI ATION KIES: ' ' _ r7ia. ter T V 1. THE WHIM OPENING MUST HE PROTECTED WITH A CCSE APPROVED FELT aQ HOISTURE/VEAT}ER RARE APPROX. t2 WIDE TNRCliGH UT ENTIRE PEREPETES OF T)E WIDEN TRIUNE= F111 OAT 3Y LAWSON INTOC ^c E. THE WHIN FRAME FIN ID HE �I- BEDDED V/ AN GRATE CAW( TIAUUIL UUT THE ENTIRE PERIMETER Er F7.4 B L�15 Y VLVC=TAMER tTYPJ 3. TEE EXPOSED EXEXT. PERIMETER OF TEE .IL¢CW FRAM BE SEALED V/ AN APP7111+JED EXTE4[OR GRAM GRA CAULK BY OTFERS ITYPJ • • ••• • • WINDOW FRAME FIN • • • • •• • •• N• • a. azna -N 728 ,� ;;.- _- .r_s \ \ . � l \`: \ . n c ?: �- r ±: �� %/ J ' � l . 4'', t :_ ::a . `• 1.B7ff :"4« "'Y" c • : _ € d ._ ; > ' + ,, >?J TANB �67 / BOTTOM RAM 5 • . / / . i s _° t :: _: � ; + •' , s' __ v'- " =•;.;'-: g ' - _ _ __. , 18 3 , 1.8'75 1 2.094 • • • 812 1.,100 ` EXT. GRADE PERIMETER • • + FT , '"7 ' CAULKING i1TFT BY • • • . , . 'LA MM MMUSTRIE 7i , S', • • • • TD HE APPIED 3Y OTHERS • • • • • STUCCO OR EXTERIOR • • • • • • FINISH DY (OHMS (TYP) tTYP) • • • • • TIRMOW RISFALT.ATION D$9*u m • • • • • • • • N • • • ••• • • • A • ••••• • • • • • • --, • •• •• • • • •• •• N ••• • • • ••• • • CT1 06/29/2008 17:43 3052328972 June 30, 2.008 Miami Shores Building Department 10050 NE 2 " Avenue Miami Shores, Florida 33138 HOMETOWN BUILDERS, LLC 14600 SW O STREET MIAMI, FLORIDA 33184 Via rax 305 - 756 (27 pages total) Re.. To whOM it may concern.: Window & Shutter. Permit mission WS -5 -08 -843 HOMETOWN BUILDERS PAGE 01/26 Please be advised, that es per comments made by the inspector, we have revised the N.O.A. for opening 03. Please do call, shall any queries arise. el.y, tavio E. Mendiaabal 786- 586 -5921 Page 1 of 1 REPLACEMENT OF ALL WINDOWS, ENTRY DOOR AND GARAGE OVERHEAD DOOR, AND INSTALL NEW HURRICANE PANNEL SHUTTERS 0 Passed Inspector Comments // � cc L �.� �iwnJCh d n_ __ D 4 2 , . � r AU l.,v ! s N ' i�/�.® -ems. �� p�v® c 1zrrr� i,v s 3 , 6--ie-fiArDom 6 ® a , ot /os e � i4Ad �U..ea � - s .egli. 6, An_ a etc as- r-olA-007 .ye /JAW& C , � r2 0 .6 \S � %,2u,tr1 iaor /07/ x S' /4-S or-3 41-3 Failed r� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/26/2008 Inspector: Grande, Claudio Owner: MARTINEZ, VICTOR Job Address: 1160 91 Terrace NE Project: <NONE> Miami Shores, FL 33138- Contractor: HOMETOWN BUILDERS LLC Building Department Comments Wednesday, June 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050010450 Lot: Phone: (786)586 -5921 v e t S ,C Page 2 of 2 BUILDING Tenant/ Lessee Name 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 61 Vi05 R a rAu k " , Permit No. PERMIT APPLICATION FBC 2004 Permit Type (circle): Submittal Fee $ Notary $ Scanning $ Architect/Engineer's Name (if applicable) N/4 Type of Work: DAddition DAlteration Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department Tel: (305) 795.2204 Fax: (305) 756.8972 , Electrical DPBR $ Master Permit No. Owner's Name (Fee Simple Titleholder) A6.5 AW 1 LIZ" Phone # Owner's Address 242# HDit/71- LP L /Ago Amy 100 City $Oefr A State Zip Plumbing Mechanical Roofing Phone # Double Fee $ Phone # Total Fee Now Due $ 30 5 - .9 331N Aafr Value of Work For this Permit $ 07/ Square / Linear Footage Of Work: 5147r6 44 1W ew Repair/Replace WSOK - gQ3 786.086 •F7Z/ Phone # NIA **********Vizt l < ` "` ytpipm p 'tsar* gam ** ** * ** * * * ** Permit Fee $ yQQ O Training/Education Fee $ Radon $ CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -+ E Y: u ~ � Job Address (where the work is being done) /700 /Y. '. 9 ' / RA"ce City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name h'4 /1072 4 PE,S Contractor's Address `000 SP/ g rdF V7 ' City fi / State Zip 55/Sle Qualifier Name ear /D . Mej09/ 2P4-154-1. Phone # 7b • 586 5, State Certificate or Registration No. Gf6G Certificate of Competency No. ❑ Demolition Describe Work: lQef4+Ce eira WhV WS /t/r/Cr POO/2 i * t ?off lit! N J/O ��L 6Milrelt Bonding Company's Name (if applicable) NIA Bonding Company's Address City State Mortgage Lender's Name (if applicable) //14 Mortgage Lender's Address City State F4OC 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 co encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. ® he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. who is personally known to me or who has produced APPLICATION APPROVED BY: (Revised 02/08/06) o-,) to Signature " � �� ? Signature Owner or Agent The foregoing instrument was ackno wledded before me this 11 20a, day of , 20 by 6604 l day of The foregoing instrument was ackno 20 As identification and tnke..an-o. 11 04 N. akINAN Comm. #1570419 NOTARY PUBLIC: NOTARY PUBLIC•CAITrOSA Il } Los Angelo i •• My Comm. Expires Apr. 1, Mg" Sign: Print: My Commission Expire§: Contractor by _ed before me I1) a Pl who • person y known to me or who has produced as identification and who did take an oath. / )�,, ij 1110 Sign: Print: Al 14( ' C (. My Commission Expires: ********************************************************-k*************************** ?' *** ■ * / /P*ti ti Planstxaminer Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. W3 TAX FOLIO NO. 1 32050o iD -L5c) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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. 1111111 11111 11111111111111111111 11111 11111111 CFN 21308R0511868 OR Bk 26442 F's 4068; (ips) RECORDED 06/20/2008 14:58:54 HARVEY RUVIH r CLERK OF COURT MIAMI -DADE t:OUNT'f ' FLORIDA LAST PAGE 1 t Legal description of property and street/address: L 1 'PU NE q' 1 6r TER f/ t sitotecS, FL_ 93I- 1nr to vCtt PF3 (I-14 rcty30Fr OF LUr ac Lot �1 c VULYS r L0T Wi & 1zt 1 r21Etcr JL- .. Or- a 12 -1 7 t ,ce inf 2. Description of improvement: S& 1 t (retnJ i'ti 1 47 TH ° fLIZ r C IforN1A goo, Interest in property: 042• • Name and address of fee simple titleholder. 1 5 3So Sofr414 Aralt►L Ave 47M ,y,,, LA Catitfbf.t4M Roo 1 4. Contractor's name and address: Q( Zvi t.7 . . ►v I &tend r 2 ch#+t ,r .. ' ' ' Yt fie `ttrr 00 .StAv Fs'a 5. ,1,'1 r,/mi i f 2 2 f 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Y } / A Amount of bond $ ▪ 6. Lender's name and address: 3. Owner(s) name and address: 9. Expiratl different '1 ormriproPP • Sign:1' " Print Owner's Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01-82 PAGE 4 8/02 COL1N-TY OF D:4 the ,:J f !1c and rJilbit i, CLERK, o 2t cTATF WITNESS. HII,RVEY &C5 �y n ► n- n/A J Y cic�, .6c4.4-1'. .+ dco . Ms �hvffers . N. itA4l YAM Comm.01570419 NOTARYiC C d r A My Comm. Expires Apr. 11 200914 nlA D 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., rida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 2t Zoo el WALT ke tz Nt71 L Prepared by � 4 6ULD ' • ""t 4 1 ,20_. Address: * c o b 51A) v• 0 IN THE CIRCUIT COURT OF THE JUDICIAL CIRCUIT IN AND FOR DADE COUNTY, FLORIDA GENERAL JURISTICTION DIVISION CIVIL ACTION NO. 07-33433 SEC. 11 H&R Block Bank, Plaintiff (s) / Petitioner (s) vs. Victor Martinez et al., Defcrsdaut (s) / Respondent (s) • THE UNDERSIGNED CLERK OF this Court Certifies that a Certificate of Sale was executed and filed in this action on February 14, 2008, for the property described herein and that objections to the sale have either not been filed within the time allowed by statutory law or if filed, have been heard by the court. The property in Dade County, Florida and described as follows: THE EASTERLY 30 FEET OF LOT 20, AND ALL OF LOT 21 AND THE WESTLERLY 5 FEET OF LOT 22, BLOCK 2, OF WATERSEDGE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, AT PAGE 141, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA Property Address: 1160 Northeast 91st Terrace, Miami, FL 33138 ASSTMD 1D - KS FM 1, U.0 C,/0 swim & mai% ap FEEK. HLQ AY SJJIIE 360, BOLA RCN, FL WITNESS my hand and seal of this Court on February 26, 2008 Harvey Ruvin, Clerk By: Deputy Clerk Book26267/Page2161 CFN #20080211352 CFM 200 r1 0211352 OR Eck 26267 Pa 21611 (11 RECORDED 03/1312008 17117 133 DEED DOC TAX 0.60 HARVEY RUMP CLERK. OF COURT ttTAIlI —DADS COUNTY' FLORIDA LAST PAGE CERTIFICATE OF TITLE Chapter 45 _s R B Z,.� Page 1 of 1 05/28/2008 18:53 3052328972 May 29, 2008 Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, Florida. 33138 Via Fax Re.: Window & Shutter Permit Submission #08 -843 To whom it may Concern: Please be advised, that we inputted. the erroneous Product Approval, Design Pressures, for openings *7, 8,9 & 11. Please re'er to the N.O.A. and the Chart, to see that the pressures allocated on the attached revised Chart, or precisely those within the N.O.A. Please do call, shall any queries arise. S i. ctavi.o E. Mendizabal 786 -586 -5921 HOMETOWN BUILDERS, LLC 1 4600 SW ere STREE MIAMI. FLORIDA 33184 305 - 756 -8972 (02 pages total) Page 1 of 1 HOMETOWN BUILDERS PAGE 01/02 Date: 7_32 T5c1, 1t Miami Shores Village Building Department Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a P v r$ Professional En tneeraor Registered Architect..._ t a me, la ilt did rile' CAC 67A) S �l dL. - 7 7 1 - 1G - 012e wui S ice A.) 7 ,42441" sk a 66 /yLey1,24/ c XZs &' ‚z �Mze& ,4 -z. -' - - --: _/ Claudio Grande CBO . ezeiciti2r 0 305- 795 -2204 D 2 l C sh mat_ Ze / 21 r®- ' S-e dyat CAM/ Aferr 64 0.-4-4Avcrr ,,eg 4/3e ® P 6 c) d2- P£ t eivik 7 o its . { 2/ Cape wii. /, A—b j A/ C__ A-0 � l/sf ) o v I ) . i 7? l ti / ci9 b-e - LT - A.,1 i .4) , )(ti 6 4- -k ,0: , ov 1 / isizew:f4.4-C, Ve ie.._,) 77 x,e ,a Ace ` 0 1G , -4.,o p4 it.lei-e_ e,Va- tir 5- SI° ' 7 I , i / i Ac-- 4- role /b. 'ed: Aiz r �. Permit No: RC- 0 I— , g7. Job Name: 10050 N.E. 2 " Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Page 1 of 1 05/14/2008 09:12 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK *sk*xe***xe** ******** * ** *** TX REPORT *** xex **** *** ***** * ****** TX /RX NO 2064 RECIPIENT ADDRESS 93052328972 DESTINATION ID ST. TIME 05/14 09:11 TIME USE 00'29 PAGES SENT 1 RESULT OK "•`1 1t Date: Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional En veer, or Registered Architect. �� v c �u � � , , W ,( did ,1fe deg / 4 S - 7 - 4 - 10 - 0 A.,) S (04.) el-devt. C).5. 60/72.4.zeti71) ait 4- C c��" G SP A/6 A( ,r Claudio Grande CBO 305 -795 -2204 1 "S /' -zoc)c ` P ®ca p AJM 7- . 1- z 1 S.4 4-et Ze / -t Ar' €4 eaki edel.f.e s evtu Miami Shores Village Building Department Permit No: RC- Q 1 — O Job Name: Page 1 of 1 10050 N.E. 2 " Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 1001 vy, .._• d.OWUW vo..LL . t UUU UO J r)JV UAlA .7l:AN VILLU AtKVII:L'a 756 t1.1- Date: i AMA p6A ,P MOA MP- -zL Miami Shores Village Building Department Permit No: RC- 01- T� Job Name: Apeasi ON Ala-A3 Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional En ineer,or Registered Architect. F (C.e 7/4.241 1 C sAe : .4 , 2,40:/t,•6/3:7//91, x'i" ) TH 7A,./5 cti./ ,it, s , 424 c et. - /s,$ -e"r :' 5 , 6 ' Claudio Grand t CBO '�' ... ,�; , r 305 -795 -2204 -..0 `7'`7~''3 ,'LC9Cl : • . ' • •••• • • •• • • 0 Pooe— 0 A,),,,cfc ) Lif it. 04... ig- s,403.e.t., 4::xeipt;;;;„*.e*: 7- i °' . 7 . it- q.444 eu ' I <6' =•e'..y ' . C. -4/i ,eve V&A.) ;MP • ' . 4 / • :+ 1 " G vr, �.� S c" 4 re \A•teil l /44102_,K._ G•t,-/ 2'# Appey - 5) . c) 1 , a .Li 7� /AIS 10050 N.E. 2 " Avenue Miami Shores, F133138 Tel: 305 - 795 -2204 Fax: 305 -756 -8972 taj 001 /001 PERMIT #: BLDG DEPT SUBJECT TO COMPLI , WITH ALL i S TATE A !C JUNTY RULES AND REGULATIONS Dt •.• • • • • • " ti • : �: • • S. • • • • • •• : • • k1 • • • • • • rAttrIltr( ‘ ••• • // o q, z • c c -__ mom _' Opening Description al w Mirk ProdnetAcceptance ProductApproval Opening Design Rough 0 ing Shutter Required Mullion Required Impatt 11) orpoororMnllion Number Design Pressure Pre:more Size Yes /No 'Yes /No Yes /No (f) PSI ( -) PSP ( +) PSR ( PSF 1 O.A. At., Da-b320. 09 § 'J .Zo 6/4 o1,1 :410 a D N HP p 2 W/ VOaN CS-08K 0 1 .6 5l. 4S14 4L7% 53 A 3 : --$ oj - - 0 40 & /3 7.7 57.7 30 914472 ,110 x403 yes ito 4 AvnLY pei2 . o8-V2418, 07 ea° AofB 119414020 5ei x A1 Al YES �. • ` -; W //Dugs/ o3 -O /441 'd o 01.0t011/50.30 ae. x 3S Ye No • :.: .. . 6 EiG 6 for/1*s 7-2 x m l .. �� 1 anr 4 4 ,LQ-ael iii 524 �� $l 1.4•65 AO. AVOIM UNIIII MIIIII 1111 11Eiii•• Ing f6.4gliSo 36X 38 ¢,o Ado 44 O5 M 243 - 01 in AIM —... ism= ... ti .+ I ig 72 ;10 6 o °• 11 724/ ;4.7 41004Z4l - a Ill • ILcucfm 74 x ez Is r C' PAD' 0 _ , n 5.,p a .0 Miami Shores Building Department I!CIIGVE MAY 292008 _000f� Product Approval Schedule 1 Comparison Chart Address: EjjoQ A - . 2r pe OD w D m 401/E 91 T T *+eiE • M tAm 511,1zeS, R- IJ/►k- o ptD1 #/4 •S 1 gerp T 1 , , , - - 1 - 1 C - € 7 0 - 5 8 . 5 7 2 . - 4' 1610 - .5'4• Z� 3 " 4. z4•7+4 ' 1o1.4 Ow. s Tore 4- f 34+ 58. 44644 5- 4. 41.34- 57.11 Zreu ¢ 7.0x. �. Noi 7,4 �? + - 111/4, 4 14.S.0 - 49.52 347 X (i'7 . 21.4 4 ¢3•y 4 — 3K 3.17 gig 4. 40. ¢°1 ' ' 3O � 3 t a-4 - *$•.5' w rdre; 4'V �' 3 • 3 ,t x.17 ' 2 .4S 484(' - ,r ; •t r< .. 4S. 43- 1111.34 - 4 5' - _ n • X14 a 4 -- ,,7 4/ • • • • • •• • •• • • •••• • • • •• •• •• • fi r.... .., �g•.3• . • • R. C2 Fr '24 • • • • • •• • •••• • • •••• • ••• • • • •• • • • • • • • • • • •• . ••• • • • • .•• • •••• •• • • • • •• • • • •• •: • • • • 1 %OG NE Q/ Sr 7 • fl /,a$1 Sifo,¢eS, R. w 0 f d P t' / 5 ,� fz4.G - (off (. ( or 4 � � ,�? �� ,o7- tlh t x 4 4 , Di r i'u N� -.� 34. g g... p5 R. CorreataisS Fr 2.18 7+4 2 • • • • • •• • • •••• • • •••• • ••• • •• •• • • • • • • • • • • • • • • • • • ••• • • • • •••• • • • • • • • • • • • • • • • • • •••• • • • • •• e • • V Cat Exp RHt Eht Ht Theta L B Lambda a 2a WINDO2 v2 -17 Simplified Wind Load Design (Method 1) per ASCE 7 -02 Description: miamishores Analysis by rc Basic Wind Speed Structural Category (I, II, III, and IV) Exposure Category (B, C, or D) Ridge Height Eave Height Mean Roof Height of Building Roof Angle Length of Building (If Gabled roof, along Ridge) Width of Building (Perpendicular to Ridge) Adjustment Factor for Building Height and Exposure Importance Factor 10% of Least Horiz Dim or 0.4h, whichever is less Length over which Zone A acts on Each Comer Transverse Notes: * ps = Lambda * I * ps30 www.mecaconsulting.com Omar Longihnal 146 mph 11 C 12.2 ft 8.17 ft 10.19 ft 7.78 Deg 30 ft 59 ft 1.21 1.00 3.00 ft 6.00 ft • • • • • • • • • • • • •••• Load Case 1 2 Wind Pressure ps (psi) on Main Wind Force Resisting System (MFRS) • • • • Vertical Pressures Horizontal Pressures A 43.86 0.00 B -20.07 0.00 C 29.15 0.00 D -11.81 0.00 E -49.20 0.00 Zones F -29.13 0.00 G -3422 0.00 H -22.44 0.00 ■ Olverila gs EOti . • J30H - 68'ti*7 -53.9 0.00 o.o0, • • • • •••• • •• • • • • •• • • • • • • • • • •• •• • ••• • ••• • ••• • • • • •• • Page 1 of 2 • • • • • 000000 • • • • • • • • • • • Wind Pressure ps (psf) on Width (ft) Components Span (ft) and Area (ft" 2) Cladding Zone (CSC) Pressure Positive (psf) Negative -38.5T Description r oof 40 20 800.00 1 18.90 r oof . 3 40 533.33 2 18.90 -54.28 r oof 3 3 9.00 3 26.74 - 109.48 =1 1 .. 6 8.2 49.20 4 34.58 -45.64 all . 3 8.2 24.60 5 42.86 -57.11 -481 door 1 . 9 7 63.00 4 35.66 inflow 2 . 4.41 3.16 13.94 4 45.67 -49:59 -460 indow3 . 5.25 9.2 48.30 4 34.89 i ndow 4 . 3.17 6.75 21.40 4 43.94 -48r2G -glee indow5 . 3 3.17 9.51 4 46.49 'ndow 6 . 6 3.17 19.02 4 44.61 -481 ndow 6 . 6 3.17 19.02 5 44.61 - 5897'' indow 7, 8,9,11, 6 3.17 19.02 2 24.65 - 613.66` ndow 10 3 3.17 9.51 4 46.49 - 50.36 windowl2 .. 3 5 15.00 4 45.45 -4 %34 indow 13 . 6 5 30.00 4 41.04 47.41 indow 14 . 6 5 30.00 5 41.04 - 56.12 - /VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! .. #VALUE! #VALUE! j . #VALUE! #VALUE! • WINDO2 v2 -17 Simplified Wind Load Design (Method 1) per ASCE 7 -02 11 Description: shutters miami shores Analysis by rc Notes: www.mecaconsulting.c om Gable Roof (0 S 7°) Gable Roof (T' <0545/ inkelor Zones � El End Zoos HO Roof (7° <852r) Comer Zones Double Click on any data entr v line to receive a help Screen Zones 2H and 3H represent roof overhangs Zones 1, 2 and 3 represent the roof Zones 4 and 5 represent the walls • •• • • •• • • • • •••• • • •••• • ••• • • • •. • • •• • • • • • •• •••• • • •••• • •••• • • •••• •• • • • • •• • • • • • Page 2 of 2 Wind Pressure [,s (psf) on Components and Cladding (C&C) Description Width (ft) Span (ft) Area (fN'2) Zone Pressure Positive (psf) 1 Negative - 46.30 window 1f. 6.16 6.83 42.07 4 36.88 roof 44 #VALUE! #VALUEI roof . . #VALUE! #VALUE! all . #VALUE! #VALUE! =UAW wall . . . #VALUE! #VALUE! door . . . #VALUE! #VAt.UEJ door . . #VALUEI #VALUEI f g . . AVPIPAME . #VALUE! #VALM f g . . i#14### #VALUE! #VALUE! roofac . . 1' /1 #VALUE! #VAI.C.0 #VALE roofac . . . #VALUEI 1l -oll4 roofac . #VALUE! #VACCitt scutle . #VALUE! #VALOEI •ndow .. #VALUE! #VAC.C.0 #VALUE! w .. . #VALUE! #11-#1 # #VALUE! #VACe.UE4 # VALUUE! f- . #VALUEI w 4#1144# . #VALUEI #VALUEI d . #VALUEI #VALUE! #VALUE! #VALUE! #44141414 #VALUEI #VALUEI #VALUE! #'VALUE! • Description: miamishores Analysis by rc Notes: www.mecaoonsulting.com WINDO2 v2 -17 Simplified Wind Load Design (Method 1) per ASCE 7-02 Gable Roof (0 S 7°) Gable Roof (7° < 8 S 451 a., Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls Hip Roof (7° <0 S 27°) Comer Zones Double Click on any data entry line to receive a help Screen •••• • • •••• • • • • ••• • • • • • • •• • • • • • •• • • • • • • • • •• • • • •••• • • •••• Page 2 of 2 • • • •••• • • •••• • • •• • • • • • • •• • M I A M IDADE BIIILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SulTE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101706, titled "Door Models 84A, 93, 94, H93 & 1194 ", dated 11/18/96 with last revision on 08/01/03, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. . • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision pr cage in the tMerials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, ibr sale, •add84ising or any other purposes shall automatically terminate this NOA. Failure to comply with any section IOW NOA shy be 'tame for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabric tle%r pane: ndk this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested acceg to ASTM 98 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times 4 Iv, the 198ftifficturer shall mail to this office: a copy of the tested reports with confirmation that the specimen wereseletted from ediltsat the manufacturer production facilities. And a notarized statement from the manufacturer that only artlsh yield strength of 31300 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fol g* d by the'e4hation date may be displayed in advertising literature. If any portion oldie NOA • is displayed, then it shall Ise done in itsAttijely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors atld sBall be available for inspection at the job site at the request of the Building OfficiaL This NOA revises and renews NOA # 01 -0410.04 and consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can r' . ■ ►� ont PE. • NOA No 03- 0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 Page 1 Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Drawing prepared by Clopay Building Products Company, titled "Door Models: 84A, 93, 94 1193 & H94 ", Drawing No.101706, dated 11/18/96, with latest revision on August 2003, sheets 1 of 1, signed and sealed by M. W. Westerfield, PE, B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on 9' wide x 8' high door model 84A/94, prepared by American Test Lab of South Florida, report No. ATL # 1217.01- 96, dated 12/18/96, signed and sealed by W. Meitner, PE. C. CALCULATIONS 1. Calculations of anchors; pages 1, prepared by M. W. Westerfield, signed and sealed by M. W. Westerfield, PE on 01/10/97 D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL062C, prepared by Certified Testing Laboratories, dated 01/20/97, signed and sealed by R. Patel, PE. 2. Salt Spray Exposure test report No. 29198, prepared by Applied Research Laboratories, datedl2/15 /93, signed and sealed by C. A Hamon, PE. 3. Salt Spray Exposure test report No. 9EM -1144, prepared by Q.C. Metallurgical, Inc., dated 08/03/99, signed and sealed by K. Grate PE. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by M. Westerfield employed by Clopay Building Products Company, signed by M.W. Westerfield and notarized by B. H. Schuler with No Date. 2. Letter of code compliance prepared by Clopay Building Products Co. on 05/31/00 signed and sealed by M.W .Westerfield, PE. 3. Letter of no financial interest prepared by M. W. Westerfield PE. rtptarized by ¶l. .E.' Knisley on 0l /10/97 • ' • • • 4. No change letter issued by Clopay Building Products on 08/01/03 and•signed by e• �IV? Westerfield, PE. E -1 • •••• •• • • • • • • • • •••• • • •• • • • • • • • • • •• •••• . • as do F ontpPE. • • Senior Product Control &vas; NOA No 03 -0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 MODELS 84A. 93 94 (UP TO 8'0" HIGH). H93 & H94 (UP TO 12'0" HIGH) END STILES ATTACKED TO DOOR SKIN WITH PATENTED TOO -L -LOC SYSTEM (TOP. BOTTOM, & CENTER) ONE INmTEDEDINTE STILE L BETWEEN 04 EMBOSS AND URETHANE ADHESIVE (ALONG CENTER) END STILES ATTACHED TO DOOR SKIN MN PA T00 -L-LOC Sz OP. BOTTOM. & (ENTER) NTED ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LAC P & BOTTOM) AND URETHANE ADHESIVE G CENTER) I(pcAATTON OF OPTIONAL VENTS. A LMAtc SZE: B0 SQ. INCHES) MAX. DOOR WIDTH = 9' -0' ••• • • • 8' OR 21" HUGH STD 1FIOHT MOI10S 848. 93. 94 DOORS UP TO 8'0" I9GC1 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUTI) DOOR COUNTERBALANCE SYSTEM 1RACH CDNF9IRNTION 13 Gil GALV. STEEL FLAG 8R9CXET. RCN F 1/2" - 1' 78 (Ye' & 8'0' 14 DOORS ONLY) 2 OALV.•BEE.•M* • • TRAC(QHICKN SS:.c•3" • • • 24' • • • N q° O. • • (B TOTAL 818813 PER SIDE (F7OR DOORS UP TO 7'0" HIGH). �P08 DOORS W U R P TO 8'O x '1 BRKTS PER p � jf 98014)). • l� SE• T 0)es 3:$ to • 8 BH * O W AP/8 IRJ0, • 1/2 41 ori1W0111 /r RIVETS.• • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • ••• — � - A ••• • • • • ••• • • • • • • • • • •• •• VIEW ° A ° NEW ° B' A TWO POINT LOCK POSITION crro TRACK TESTED PER HAS BEEN REQUIREMENTS OF OF EN 202.5 ( OP)PPOSITE SIDES OF DO ((( LOCK 0PT(085) 4) #14x5/8' SHEET METAL SCE85 (2) 1/4 °x3/4° Sac TAPPING SCREWS 14 OA FNS 18 OA INTFRAORMATF HOME MEW A' EEL .= • • • • • • nIIIII 111011 J1M RIErn tf i10N OF OPTIONAL VENTS.A MAX SIZE 80 50. INCHES) MAX. DOOR WIDTH 9' 0' 81510E ELEVATION t A 1YP. 2-1/2 GA QALV. TRACK BRACKET. U04 TRACK DOOR JAMB WITH (11 5/18 9/ 8 4 LAO SCREW 2" GALV. STEEL TRACK FASTENED TO 2- 1/2812 G4 STEEL TRACK BRACKETS. TRACK ATTACKED TO EACI BRACKET WITH W ONE 1 /5/9" 1/4" & RIVETS. OR TRACK CONFIGURATION HORIZ EXTENDED HEMO MODELS 1493A. H94 0 UP 10 12'9° HI 12' -14' DOOR 0088 SYSTEM 114CK CONESURAION 2" MIL GOY. STEEL TRACK, MIN. TRACI( THICKNESS: .083' • CENTER HANG A DOORS REQUIRED 8' HIGH 13 GA GALV. 5TEET. FLAG BRACKET. TRACK ATTACHED TO EACH BRACKET WITH ONE ltr BOLT & NUT, OR TWO 1/ TYP. 2 -1 2x12 04, GALV. STEEL TRAM BBRRAACCtK�EETS. TO EACH TRACK DOOR WEN (1) 5/188 X1-8/8' LAG SCREW INTER. STILE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INSIDE HANDLE OUT8NE KEYED LOCK SNAP I ATM I (XBC 001108 TWO POINT LOCK POSITION INTO TRACK HAS BEEN TESTED PER REIQUIREMENTS TAS 202. 5/8" OF ENGAGIVT (OPPOSITE SIDES OF 00.11 (SEE LOCK OPTIONS) D1viat9n END STILE us C lopay Building Products Company INTER STILE OUTSIDE HANDLE 041001068018011)08 I OCK BAR I GCKINI( END STILE DESIGN LOADS: +57.0 PSF & —67.0 PSF. PRODUCT RFNOWEB c s 6mtWdogma DESIGN ENGINEER MARK W. WESIE FIE D FLORIDA REGISTRATION No. 48495 MECHANICAL. ENGINEERING END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EAC LOCKE INTO VERTICAL 1ROCK. ONE LOCK ON OF A IN8I1F SI VW BOIT LOCK 001108 24 GA. MIN. 0-40 MIN. GALV. STEEL (MIN. YIELD STRENGTH: 31.3 HSI. DRAWING GUAUIY) ED WITH BAK-GN POLYESTER PAINTED TOP COAT APPLIED TO BOTH SEES OF STEEL OP80NAL STOP MOULDING BY DOOR INSTALLER (TO SLIT) 18 GA. MIN. MY. STEEL END STILE 18 GA GM.V. STEEL DOUBLE END STILE 18 GA. MIN. GAIN. INTER. STILE 18 GA CAW. STEEL 881411618 F To INSIDE SKIN Vi 4 14x5 8 SHEET METAL (VIEW '8') 7/18' P45HMR INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION 14 OA. CALK R zS O HIN FASTENED TO M 2) 1/4 4 14 APPING SCREWS. (VIEW "Al 2' STEEL LONG STEM ROLLER JAMB CONFIGURATION C.OPAY MELDING PROW= COMPANY 8585 DUKE BLVD. MASON. OH 48040 (513) 770 - 4800 4 8 LOO( 601E 8 '''''11/18/06 WW1 MWw COCOltil 11 ADD TXTDIDID 2' THICK SECTION A-A s '\ \_ 12 CA. GALV. STEEL TOP RIII1ER BRACKET. BRACKET ATTACHED W/(4) 1416/8' SHEET METAL SHOP NAP JOINTS. 14 GA GALV. STEEL. END HINGE EACH FASTENED TO END SOLES 8 4) 14x8 8' $ (4) 1/4" 5E1F TAPPING SCREWS. Ili !l 4' 1A1!. X 2 -1 /Y WIDE X ATTACHED WITH 1 4" X 3/4' SCREWS TO DOOR, ONE TO STRW. (3) PER SECTION. (SEE SELF TAPP/NG CHID INSIDE 6-WAD:LE AP SCREW STILE. SRLE LOCATIONS WITH ONE PER SECTION ATTACHED TO DOOR AT END MEG CENTER 18 GA. C-MANUM. 1/4" X44" SELF TAPPING i*. 1 13 GA 6419. 61EE11. 8410014 BRACKET. ATTACHE) W /(2 814x5/8' SHEET' METAL . ALUMINUM EXTRUSION & WNW. WEATHERSTRIP. THE 24 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE NO LOAD IS TRANSFERRED TO MOUNTING MAY THE BE (BUT NOT (TOP) 0) JAM. ALL JAMB FASTENERS COUNTERS= 70 PROVIDE A 0 .US (BUT NOT RS U R FRAC FLUSH THING SUF 24 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS BAR EMENDING INTO THE FOOTING. AND INTO TIE BEAMS. CHORS CAN 88 1/4'x1 -3 4' EBBED TAPCON CONCRETE ANCHORS STARTING AT NO ( 1HAN 8' FROM BOTTOM AND RAWLtwn / .Q BOLT�NCHOR3 x4' d / NO MORE 8' FROM 8900T1i10088 AND 24" 0.C. DOOR MODELS: 8816 93, 94. 1493, 1194 B I » xmox 101708 SPIE.2: SUPPORTING STRUCTURAL ELEMENTS SHALL 88 DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. 9 x 12' M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI., FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 New Age Windows & Door Corporation 7196 N. W. 77 Terr Medley, F133166 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 fa i14 to perform in the accepted maimer, 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 HRW - 300 Aluminum Horizontal Sliding Glass Window APPROVAL DOCUMENT: Drawing No. W99 - 80, titled "HRW300 Horiz. Rolling Window", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11 -30 -99 and last revised on Sep 24, 2003, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 ofor• • • product, for sales, advertising or any other purposes shall automatically terminate this NOS. F,a ,ire to cdihpiy 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, Xlptiglg, and followed by • the expiration date may be displayed in advertising literature. If any portion of the NOA is played,.tenat shall . be done in its entirety. • • • INSPECTION: A copy of f.this entire NOA shall be provided to the user by the manufactu7 48f tts distsibtddfrs and chat( be available for inspection at the job site at the request of the Building Official. • "" This NOA revises & renews NOA #100-0519.02 consists of this page 1 and evidence.pagg • as well as approval document mentioned above. • • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • •• • •.... • • •••• •• • • • • NOA No 03- 0814.01 Expiration Date: December 14, 2008 Approval Date: November 06, 2003 Page 1 • • New Age Windows & Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 00 0519.02) 2. Drawing No. W99 -80, titled "HRW300 Horiz. Rolling Window", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11 -30 -99 and last revised on Sep 24, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: Sheets 1 and 2 have been revised with the addition of tempered glazing option) B. TESTS (Submitted under NOA 00 0519.02) 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s) FTL -2409 (99076), FTL —2412 (99079) and FTL -2413 (99077), all dated November 17, 1999, witnessed by Jose D. Mitrani, P.E. and Aldo P. Gonzales, P.E. , signed and sealed by Aldo P. Gonzales, P. E C. CALCULATIONS 1. Comparative analysis and glazing calculation, prepared by Al- Farooq Corporation, dated 07- 31 -03, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Comparative analysis and structural analysis, prepared by Al- Farooq Corporation, dated 03 -20 -00 and revised on 11- 16 -00, signed and sealed by Dr. Humayoun Farooq, P. E. (Submitted under NOA 00 0519.02) D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (Submitted under NOA 00 1. Statement letter of conformance, dated 05- 10 -00, signed & sealed by Dr. Humayoun Farooq, P.E. "" F. • • 2. Statement letter of no financial interest, dated 05- 10-00, signed imiD Farooq, P.E. • • • .. • 3. Statement letter of compliance dated 02 -02 -00 issued by Fenestrattieatesting • laboratory, signed and sealed by Aldo P. Gonzales P. E. OTHER • • • • • • 1. This NOA renews and revises NOA# 00- 0519.02 expiring Deceznb'er 24, 2083: • E -1 • • • • • • •••. •• • • • . • • •••• • •• • • • • . • • 4s hag lt Chan P E. Product'Coutrol Examrner NOA No 03- 0$'14:01 Expiration Date: December 24, 2008 Approval Date: November 06, 2003 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOW DIMS. NO. OF NO. OF ANCHORS AT SILL DSB -ANN. GLASS 3/16" -ANN. GLASS 3/18" -TEMP. GLASS WIDTH HEIGHT HORS AT HEAD �.( +) INT.( -) DR.(+) INT.( -) EXT.( +) INT.( -) 26 -1/2" 37 53 -1/8" 74 26° 3 3 54.0 66.7 52.8 121.4 52.6 121.4 4 3 54.0 88.7 52.8 121.4 52.6 121.4 6 4 54.0 66.7 52.6 121.4 52.6 121.4 7 5 51.0 51.0 52.6 90.1 52.6 120.5 26 -1/2 37° 53 - 1/6° 74" 38 -3/8" 3 3 54.0 88.7 52.6 97.7 52.6 97.7 4 3 54.0 61.0 52.6 93.3 52.8 93.3 6 4 51.6 51.6 52.6 83.9 52.8 97.5 7 5 X X .----- =--52.6 .6 81.8 26 - 1/2° 37" 53 - 1/8" 74" 50 - 5 /8" 3 3 54.0 66.7 52.6 74.1 52.6 74.1 4 3 47.6 47.6 52.6 70.7 52.8 70.7 8 4 36.6 38.8 52.6 62.5 52.6 73.9 7 5 X X 49.7 49.7 52.6 81.9 37 53 -1/8 74" 63" 4 3 X X 52.8 58.8 52.6 56.8 8 4 X X 49.0 49.0 52.6 59.4 7 5 X X 38.2 38.2 50.9 49.7 24" 38 48" 80 72 24" 3 3 54.0 86.7 52.6 •121.4 52.6 121.4 4 3 54.0 86.7 52.6 121.4 52.6 121.4 5 3 54.0 68.7 52.6 121.4 52.8 121.4 7 4 54.0 68.7 52.6 121.4 52.6 121.4 7 5 54.0 55.3 52.6 102.8 52.8 121.4 24" 36" 48 60 72" 36" 3 3 54.0 66.7 52.8 115.0 52.6 115.0 4 3 54.0 68.7 52.6 102.2 52.6 102.2 5 3 54.0 55.6 52.6 95.8 52.6 95.8 7 4 49.8 49.6 52.6 79.7 52.6 102.9 7 5 43.6 43.8 52.8 66.9 52.6 89.4 24" 36" 48 60 72" n 3 3 54.0 68.7 52.8 88.3 52.6 86.3 4 3 52.3 52.3 52.6 76.7 52.8 76.7 5 3 37.2 37.2 52.8 71.9 52.6 71.9 7 4 X X 52.6 59.2 52.8 77.2 7 5 X X 52.8 53.0 52.6 67.1 36 48 60" 72 4 3 45.2 45.2 52.6 61.3 52.6 61.3 5 3 X X 52.6 57.5 52.6 57.5 7 4 X X 44.7 44.7 52.6 61.8 7 5 X X 41.0 41.0 52.6 53.7 •• ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • • • • •• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• NOTES; L THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VEL0011Y HURRICANE ZONE OF THE 7.001 FLORIDA BUILDING CODE. 2, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. wows' mono settrascoft mapting.1403- y 61 Bits ancomemaygass mid Da& f FALSE KUNTINS SURFACE APPLIED OPTIONAL D.L. OPO. 37 1/8 VENT WIDTH 74 WINDOW WIDTH 0 1 TYPICAL ELEVATION TESTED UNIT FOR 20 OR 02 SIZES VENT AND FIXED GLASS TO BE EQUAL WIDTHS APPROVED CONFIGURATIONS WINDOWS TO BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS SIRUCIURES EngnDR, g G N. 3838 SEP 24 2003 c . sheet 1 of 4 d. c 1 Y c 1 -b o 1 drawing no. W99 -80 W1 I! ° TYPICAL ANCHORS [SEE ELEV. Jr( OR 2BY VDDD BUCKS 1 0 i! W2 , _1.111 , 4)41:1 • JI • • • • ••• • ,16i�r" r •; • • • • a • _ I a' 4 • • • • • • • • • 19.• • , •• a 1 • • ° •> • • • IB • • • • • • • • • • •• • • ` T CAL AN1!HDRS • • • SSLLEE ELEVR FOR SPA ING0 • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. /CHART FOR SPACING 2/18" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4 MIN. EMBED INTO MASONRY OR CONC. WEEPHOLES; W1 = 1° X 1/4 WEEPHOLES AT 5 FROM EACH END OF FRAME W2 - 1/4" DIA. WEEPHOLES AT 6" FROM ENDS & 20 0.C. MAX. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED GENERAL PURPOSE SILJCONE SEALANT BY MACKLANBURG— DUNCAN. IBY OR 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FDR SPACING ROLL FORMED ALUM GLAZING BEAD • GLAZING DETAIL DSO ANN. GLASS OR 3/16' ANN. GLASS OR 3/16" TEMP. GLASS SEE DESIGN LOAD TABLES SHEET 1 ADHESIVE BEDDING COMPOUND GENERAL PURPOSE SILICONE SEALANT BY MACKLANBURG— DUNCAN Enort DR. SWUCTp � FARO= R C.A N.' 35388 SEP 2 4 2003 PRODUCTIWNEVea Cody Mulls Zipitaikil Date Diviskni O O O 1 R drawing no. W99 -80 sheet 2 of 4 ITEM PART p QUANTITY DESCRIPTION MATERIAL MANP. /BUPPLIER /REMAKES 1 4388 1 FRAME HEAD 8083 -T5 - 2 NAS -101 1 FRAME SILL 8083 -16 - 3 4333 2 FRAME JAM9 8093 -T5 - 4 4331 1/ VENT FOXED RAIL 6083 -T6 - 5 3758 1/ VENT VENT MEETING RAIL 8083 -15 - 6 - 2/ VENT TOP AND BOTTOM RAIL 8083 -45 - 7 43907 1/ VENT JAMB 81118 8083 -T8 - 8 088 AS RUM. GLAZING BEAD ALUMINUM ROLL FORMED 9 - AS RECD. FRAME ASSEMBLY BCREYVS i 10 X 1' P.H. PHILLIPS SMS 10 - 2 FIX. RAIL 51U. SCREWS (SILL END) - # 10 X 2 -1/2' P.H. PHILLIPS SMS 11 - AS RE00. VENT JAMB RAIL WSTRIPPING VINYL 1/4 D14. BULB 12 W -3331 AS RECD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 13 - AS RECD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 14 - AS REQD. FIN SEAL WEATHERSTRIPPING - - 15 NAW -45 1/ WEEP BAFFLE NYLON - 18 - 2/ CORNER VENT ASSEMBLY SCREWS - # 8 X 3/4' P.H. PHILLIPS SMS 17 - - ADHESVE BACK CLOSED CELL FOAM - 1/2 X 5/8 X 2- 3/18 LONG 18 NAW -48 2/ VENT VENT ROLLER HOUSING & GUIDE NYLON AT EACH END 19 1801 2/ VENT VENT ROLLER/WHEEL ST. STEEL - 20 4332 1 SILL TRACK INSERT 8083 -T5 - 21 4.4300 2/ VENT VINT LATCH 8083 -18 AT 12 FROM ENDS 22 SP -27A 1/ LATCH VENT LATCH SPRING ST. STEEL - 1BY OR 28Y WOOD BUCK • • • SPRING LOADED LATCHES ONE AT 10 FROM BOTTOM ONE AT 49 -1/2 MAX. FROM BOTTOM VENT WIDTH REENS OPT • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • 0• • • • • • • • • • ••• • • • 000 • • (D 0I IN FRAME SILL BELOW FIXED RAIL • • eft. • • • • • paCTERIOR • WINDOW WIDTH • • • •X0 LAYOUT • l ( OPPOSI .. • ... .. • • • .. O is • • 0•0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 •0 • SWEEP LATCH AT MIDSPAN (OPTIONAL TO SPRING LOADED LATCH) labia OR. HUMAYOUN FARCOC STRUCTURES CAN. 3638 SEP 2 4 2003 PRODUCT RENEWED BafylaYwkO L6e Florida Mailtsam ,gaud N C) L 1 n drawing no. W99 -80 ( sheet 3 of 4 2.311 438 FRAME HEAD FRAME SILL SILL TRACK FRAME JAMB .062 2462 .900 VENT LATCH 1.625 1.150 .062 .093 1 1.625 1 • •• •• •• ••34ECnNC "hisi • • 41 • • • • • • • •• ••0 •• „ • •• .062 TYR. • 1 • • ii -' • • • • • ^ • 1425, • • •_ --1 • • • • 00 • •12 • • •. • • • • • • • • � • • • • • • • a12 2.001 VENT TOP /BOTTOM RAIL FIXED MTG. RAIL ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • •• • • FIXED MTG. RAIL CORNER VENT TOP/BOTrOM CORNERS FRAME TOP CORNER FRAME BOTTOM CORNER Esgrc 0R. HUMAYOUN STRUCTURES . CAN. 3638 SEP 242003 drawing 110. W99 -80 sheet 40f 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) New Age Window 7196 NW 77 Terrace Medley, FL 33166 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 www.buildinpcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W06 -10, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 02/10/06 with revision `B" on 09/06/06, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NAV) • • 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, Flgrich..and fd ictvseci by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then i shall be done in its entirety. •••• .. . • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture! distributdi% and shall be available for inspection at the job site at the request of the Building Official. • • • "' • • This NOA consists of this page 1 and evidence page E -1, as well as approval document me pti $g above. • • • The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • • • • • • •• • •••• •• • • • • • • • NOA No 06- 0406.13 Expiration Date: November 23, 2011 Approval Date: November 23, 2006 Page 1 F. New Age Window NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -10, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 02/10/06 with revision `B" on 09/06/06, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC TAS 202 -94 and ASTM F588 -97 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -05- 1436, dated 02/18/05, signed and sealed by Ivonne Ghia, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -05- 2044, dated 11/11/05, signed and sealed by Ivonne Ghia, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 02/10/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0204.01, issued to E.I. DuPont DeNemours for their "Sentry Glass ® Plus ", approved on 01/17/02 and expiring on 01/14/07. 2. Notice of Acceptance No. 06- 2216.06, issued to Solutia Inc. for their "Saflex lIIG clear■ar• colored interlayer", approved on 05/04/06and expiring on 05/21/11. ; ••• • • • • G. OTHER 1. Letter from the consultant, dated 10/24/06, s the Florida Building Code (FBC). E -1 that e • •• • • • • • • • • •• • STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated.Q2 /a0 /06, §Lgne and sealed by Humayoun Farooq, P.E. • • • • • • • •• •• •••• • • •••• t is In con3 with 0000 • • • • • • • • • • • • •••• • • �<.Jt��►�+� • Jaime D. t ascon, • • • • • Chief, Product Control Divisio n • • • NOA No 06- 0406.13 Expiration Date: November 23, 2011 Approval Date: November 23, 2006 CO FALSE MUNTINS (SURFACE APPUED) MAY BE USED 'LUSTER OF 3 OR 4 ANCHORS 0 MTG. STILE ENDS AT U° 0.C. TYP. SEE SHEETS 2 & 3 FOR CAPACITY immmonmilmmormilmmmimmommm 32 3/4 D.L. OPG. 38 7/8 VENT WIDTH ALUMINUM HORIZONTAL SLIDING WINDQW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 74 WINDOW WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THF• 11.014 41tll SIN% % 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HU E Ofg I�VR7� WOOD BUCKS BY 0 MOT 8g 3CHQREQ PI 4 0. 1L' TO TRANSFER LOADS TO THE STRUCIZIRE. • • • • • • •f • • ANCHORS SHALL BE AS USfE�, SI0WN•ON•DEIRWS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OE F�T APPROVAL • • • • • • A LOAD DURATIyv IyIC*SCIN ALL WA:LE S:RBSS IS NOSED INeDE.GN OF ANCHORS INTO l WQO LY • MATERIALS INCLU J t e UMTTED iTE! /M8fAL SCREW 1HA CONE INTO CONT WITH OTHER DISSS�IMILAR MATMK.S STALL MEEI•'M, REQUREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). 12 1/2" MAX. HEAD /SILL 33 1/8 D.L OPG. (4) ANCHORS 0 MTG. STILE ENDS AT 3° 0.C. TYP. 6 MAX. HEAD /SILL CORNERS m S TYPICAL ELEVATIONS 32 3/4 D.L OPG. 38 7/8 VENT WIDTH 12 1/2 MAX. HEAD /SILL ' J Il THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 111 WINDOW WIDTH 32 3/4 D.L OPG. Engr: DP. HUMAYOUN FAROOQ FL0. 6U � 18557 C.A.N. 3538 32 3/4° D.L OPG. 36 7/6" VENT WIDTH sEP 1 3 2006 6 MAX. HEAD /SILL CORNERS 8 y o 4 U of n� o g 8 4 8 drawing no. W06 -10 sheet 'I of 7 ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • • 000 • • • 000 • • [ ALUMINUM HORIZONTAL T P i ,, yr =c= dF= % I, •o I I h A .7. I % n H /i II II 1/ II •/ II , I 'DdO u II /i I, II i/ I, D a II ./ I, H I .8 /£ • II II �, --T- - -- II I I II II --- ? - -'-II I A 11 II II CO FALSE MUNTINS (SURFACE APPUED) MAY BE USED 'LUSTER OF 3 OR 4 ANCHORS 0 MTG. STILE ENDS AT U° 0.C. TYP. SEE SHEETS 2 & 3 FOR CAPACITY immmonmilmmormilmmmimmommm 32 3/4 D.L. OPG. 38 7/8 VENT WIDTH ALUMINUM HORIZONTAL SLIDING WINDQW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 74 WINDOW WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THF• 11.014 41tll SIN% % 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HU E Ofg I�VR7� WOOD BUCKS BY 0 MOT 8g 3CHQREQ PI 4 0. 1L' TO TRANSFER LOADS TO THE STRUCIZIRE. • • • • • • •f • • ANCHORS SHALL BE AS USfE�, SI0WN•ON•DEIRWS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OE F�T APPROVAL • • • • • • A LOAD DURATIyv IyIC*SCIN ALL WA:LE S:RBSS IS NOSED INeDE.GN OF ANCHORS INTO l WQO LY • MATERIALS INCLU J t e UMTTED iTE! /M8fAL SCREW 1HA CONE INTO CONT WITH OTHER DISSS�IMILAR MATMK.S STALL MEEI•'M, REQUREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). 12 1/2" MAX. HEAD /SILL 33 1/8 D.L OPG. (4) ANCHORS 0 MTG. STILE ENDS AT 3° 0.C. TYP. 6 MAX. HEAD /SILL CORNERS m S TYPICAL ELEVATIONS 32 3/4 D.L OPG. 38 7/8 VENT WIDTH 12 1/2 MAX. HEAD /SILL ' J Il THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 111 WINDOW WIDTH 32 3/4 D.L OPG. Engr: DP. HUMAYOUN FAROOQ FL0. 6U � 18557 C.A.N. 3538 32 3/4° D.L OPG. 36 7/6" VENT WIDTH sEP 1 3 2006 6 MAX. HEAD /SILL CORNERS 8 y o 4 U of n� o g 8 4 8 drawing no. W06 -10 sheet 'I of 7 ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • • 000 • • • 000 • • [ ALUMINUM HORIZONTAL WINDOW DIMS. A ANCHORS 'A' ANCHORS 'H' CLUSTER OF 3 CLUSTER OF 4 CLUSTER OF 3 WIDTH HEIGHT EXT.( +) 1NL( - ) ExT.( +) INL( - ) ExT.( +) INL( - ) 24" (3) 3 70.0 804 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - N Pi b : 38 (4) 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 804 - - - - 7 704 804 - - - - 24' 38" 48 60° 72' 48' (5) 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - 7 70.0 804 - - - - 7 704 80.0 - - - - 7 70.0 80.0 - - - - 24 38 48" 60 72 60° on 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 70.2 70.0 80.0 - - 7 63.2 83.2 70.0 80.0 - - 28-1/2" 37 53 -1/8 74" 28 (3) 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - 26 -1/2" 37 53 -1/8" 74 38 -3/8 (4) 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - 26-1/2" 37" 53-1/8" 74" 50 -5/8 3 70.0 80.0 - - - - 5 70.0 80.0 - - - - (6) 7 70.0 80.0 - - - - 7 70.0 80.0 - - - - 26-1/2" 37" 53-1/8" 74" 3 70.0 80.0 - - - - 83 5 70.0 80.0 - - - - (6) 7 70.0 71.1 70.0 80.0 - - 7 57.7 57.7 70.0 76.9 70.0 80.0 DESIGN LOAD CAPACITY - PSF (X0 OR OR SIZES) GLASS TYPE 'A' A o NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• 1 •• • • • • • T • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • •• • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE 'A' WINDOW DIMS. WIDTH HEIGHT 72 84 98" 108" 72 84° 96' 108" 72" 84 96 108 72" 84" 96" 108 74' 108 -1/4' 111' 74 108 -1/4' 111 74 108 -1/4 111" 74' 108 -1/4 111" 24" (3) 36" (4) 48' (5) 60" (6) 26 (3) 38 -3/8' (4) 50 -5/8 (6) 63 (6) A 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 ANCHORS 'A' CLUSTER OF 3 ExT.( +) 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 67.5 63.2 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.1 57.7 1NT.( - ) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.5 87.5 63.2 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.1 59.1 57.7 CLUSTER OF 4 ExT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 TNT.( -) 804 80.0 80.0 80.0 78.8 76.9 ANCHORS 'R' CLUSTER OF 3 EXT.( +) 70.0 70.0 80.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB ( /w 4 (1/78) ( OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACRIES ON THIS SHEET ARE BASED ON • 1 3 0 0 - 0 2 (3 SEC. GUSTS) WRH REDUCTIONS ISLE SUPPORTS TO COMPLY WITH SECTION O 244)3.1 OF FBC 2004 EDITION. • • • GLASS TYPE 'A' DESIGN LOAD CAPACITY - PSF ()COX SIZES) GLASS TYPE 'A' WINDOW DIMS. 910TH HEIGHT 72" 84 96 108 72 84" 98 108 72 84 98 72" 74 108 -1/4 111' 74 106 -1/4" 111 74 74 24° (3) 38 (4) 48" (5) 60" (6) 28 (3) 38 -3/8 (4) 50- 5/8°(8) 63 (6) A 9 10 12 12 10 12 12 10 12 9 12 12 9 12 12 9 ANCHORS 'A' CLUSTER OF 3 EXT.( +) 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 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 78.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.4 CASTER OF 4 EXT.( +) 70.0 70.0 1 NT.( - ) 80.0 80.0 4 (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 1/8 HEAT STREW() GLASS .090" INTERLAYER SAFLEX PVB 8Y SOLUTIA 1/8' HEAT STREN'D GLASS SILICONE DC 795 A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB ENT: DR. HIMAYOUN FAR000 FL A. i 18557 i SEP 1 3 2006 z � ° U m on m g F N A E z ' _ o aQ HOW �bN�R 8 Pi a c 2 S 8 8 • 5 1 drawing no. W06 -10 (sheet 7 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPE '5' WINDOW DIMS. WIDTH HEIGHT 24' 38 48" 60' 72' 24 38 48 60" 72" 24 38 48° 60 72 24" 38 48" 60 72 26 -1/2' 37 53 -1/8 74 26 -1/2 37" 53 -1/8" 74 25 -1/2 37 5.3-1/8" 74 28 -1/2" 37 53 -1/8" 74" 24" (3) 38" (4) 48 (5) 80 (8) 26" (3) 36 -3/8 (4) 50 -5/8 (6) 63 (6) A 3 5 7 7 7 3 5 7 7 7 5 7 7 7 3 5 7 7 7 5 7 7 3 5 7 7 3 5 7 7 3 5 7 7 ANCHORS 'A' CLUSTER OF 3 EXT.(+) 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 83.2 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 57.7 147.( 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 81.8 70.2 83.2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 83.0 90.0 90.0 71.1 57.7 CLUSTER OF 4 EXT.( +) 80.0 80.0 78.2 80.0 80.0 70.0 1NT.(-) 90.0 90.0 84.2 90.0 90.0 78.9 ANCHORS '8' CLUSTER OF 3 EXT.( +) 78.2 70.0 1NG( - ) 87.1 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB • • • • • • • • • • • • • • • • • • • • • • ••• F �• • • • ••• • • • • • • •• • • • • • • • • • • • •• • • • • • • •• • • • • • • •• • • • • • • • • • • • • 8 • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 11 11 11 11 11 90.0 80.0 80.0 80.0 80.0 80.0 73.5 67.5 63.2 80.0 m El 80.0 90.0 90.0 90.0 90.0 90.0 81.8 73.5 67.5 63.2 90.0 90.0 90.0 90.0 WINDOW DIMS. WIDTH HEIGHT 72 84" 24" 98" (3) 108 72 84" 36" 96 (4) 108° 72 84 48 96 (5) 108 72" 84° 60" 96 (6) 108 74 106 -1/4" 111 74" 06 -1/4 111 74 108 -1/4' 111" 74 108 -1/4 111" DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE 'R' 26 (3) 38 -3/8" (4) 50 -5/8" ( 63" (8) 11 11 11 11 11 11 11 80.0 90.0 11 80.0 90.0 11 80.0 90.0 • p•CAPACRIES ON THIS SHEET ARE BASED ON ASfivr E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. ANCHORS 'A ANCHORS 'H' CLUSTER OF 3 CLUSTER OF 4 CLUSTER OF 3 EXT.( +) TNT.( -) EkT.( +) 1NT.(-) EXT.( +) 1NT.(-) 11 80.0 90.0 - - - - 11 80.0 90.0 - 11 80.0 90.0 - 60.0 90.0 - 80.0 90.0 - - 80.0 90.0 - - 80.0 90.0 - - 11 80.0 84.4 80.0 90.0 11 80.0 83.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/38) .r (1/38) (1/38) 4 • ••• • • • • • • ALL•EXIERIORi +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS • • • • KITH • A¢ P1=ED :RISER AT FRAME SILL • • FOR SILL (NO RISER) LIMIT EXTERIOR( +) LOADS TO 70.0 PSF 11 75.1 75.1 80.0 90.0 - 11 59.1 59.1 71.9 78.8 71.9 82.1 11 57.7 57.7 70.0 76.9 70.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE 'B' WINDOW DIMS. WIOD7 HEIGHT 72 84 96 108" 72" 84" 96 108 72" 84° 98" 72" 74" 106 -1/4 111 74" 108 -1/4 111" 74 74 24 (3) 38" (4) 48 (5) 80" (6) 28 ( 38 -3/8' (4) 50- 5/8 83" (8) A 9 10 12 12 10 12 12 10 12 9 12 12 9 12 12 9 ANCHORS 'A' CLUSTER OF 3 EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.4 1NT.( 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 78.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 71.4 CLUSTER OF 4 EXT.( +) 80.0 80.0 1 NT.( - ) 90.0 90.0 ( 4 (1/2W) (1/48) 4. OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB APPrOntha 6818.3168•86100 Ronk Ih40 NOM a 8 O 2 7 2 0 0 3 re o o G $ 4V W yy U o` ra 3FM4 03 �� W � 0 a m V 0 2 9 1 drawing no. TYPICAL ANCHORS SEE ELEV. FOR SPACING 4'• • • • °•a• • • i • °• •° • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 1BY WOOD BUCK 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • ••• • • • • • • • • • • • • • •• •• METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -15 MIN. FOR WINDOWS WITHOUT SILL RISER • • LIMIT EXTERIOR LOADS TO +70.0 PSF • • • • • • 7 YQLCA • • • • • SEE L i'AGiVO MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER. WEEPHOLES: W1 = 1 -3/4" X 1/4 WEEPHOLES AT 6 - 1/2° FROM EACH END WITH PLASTIC BAFFLE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS 'A' 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2 MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY ANCHORS 'B'• 114 SMS OR SFI F DRILLING SCRFWS INTO METAL STRUCTURES (1/8° MIN. THICKNESS) (1/4° MAX. SHIM SPACE) INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHORS 'B'; 5/16" TAPCONS AT FRAME HEAD ONLY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -5/8 MIN. INTO WOOD STRUCTURE = 3/4 MIN. INTO METAL STRUCTURE = 5/8° MIN. Engr: DR. HUMAYCKIN FAR000 STRUCTURES 9 16837 S FL A 18 C.A.N. n SEP 1 3 2006 c m 8 d g s 0 i 0 F U J a a 8 8 8 8 8 drawing no. W06 -10 sheet 4 o 7 1/4° 11AX. 1/4' SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE BEV. FOR SPACING - - -- SCREEN OPT. • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •••• •••• • • • • • • • ••• • OPTIONAL TO SPRING LATCH D.L OPG. EXTERIOR WINDOW WIDTH XOX LAYOUT 1 /4 MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING 'BY' WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY 'WOOD BUCK drawing no. W06 -10 sheet 5 of 7 ) ••• • • • • • • • • • • • • • • • •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 2.188 3.438 2.352 1.489 2.719 .374 2.352 1.254 FRAME HEAD 2 FRAME SILL 1.099 SILL TRACK 1.098 .250 I^- --2502 • • • .082 • • • • •• • • • • •• •• 5 • • • • • .869 -d .7}9 3100 • aO FRAME JAMB • 7 2.852 .910 r .715 .062 - © VENT TOP /BOTTOM RAIL MEETING STILE O FIXED MTG. STILE • • e .147•• • • sr_ • • • • A • • �p� • • • I • b .817 b- ••• • • • • • • • • • • • • • • • .. • • • • • Q • GLAZINV • •• • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • ••• • • • • • • 1.434 SILL RISER SPRING LATCH DESCRIPTION FRAME HEAD FRAME SILL SILL TRACK FRAME JAMB FIXED MTG. RAIL VENT TOP & BOTTOM RAIL VENT INTERLOCK VENT JAMB STILE GLAZING BEAD GLAZING GASKET SWEEP LATCH SPRING LATCH FRAME & VENT ASSY SCREWS SILL END FIXED RAIL SCREW ROLLER HOUSING & GUIDE ROLLER ROLLER PIN BAFFLE RAFFLE SCREW VENT Be FIX. RAIL W STRIPPING FRAME JAMB W'STRIPPING SCREEN SILL RISER MATERIAL 6083 -T5 6083-15 6063 -T5 6063-15 6063-15 6063 -TS 6083 -T5 6063 -T5 6083 -T5 VINYL ST. STEEL 6083 -T5 MANE. /SUPPLIER /R1 AT 15 -1/2' FROM EACH END AT 15-1/2" FROM EACH END #8 X 3/4" PH SMS 18 X 3 PH SMS BRASS OR ST. STEEL M & M PLASTICS 18 X 1/2" PH SMS ULTRAFAB ULTRAFAB 5/16 80X EP 1 6 2DD6 Engr: DR. HUMAYOUN FAROOQ STRUCTURES 8 FT 18 587 C A 18 0 n .0 9 2 1 g m 3 J 0 drawing no. W06 -10 (sheet 6 of 7 VENT TOP /130TTOM CORNER$ •• •• • • • • • • • • • • ' T ', • •• • • • • • • • • • . • n • .• • • • • • • • �*� • • • • • • • • FIX D CITG :RAIL CORNER • • • • ••• • FRAME TOP CORNER FRAME BOTTOM CORNER drawing no. W06 -10 sheet 7 of 7 ) • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • •• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: APPROVED MANMADE C 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 www.buildingcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "6' -8" & 8' -0"" Single Outswing opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970 ", titled "6' -8" & 8' -0 Single outswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1.Units are not rated where water infiltration is needed, unless complies with exceptions per FBC. 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, Florit • end} followed% • the expiration date may be displayed in advertising literature. If any portion of the NOA is di§gl,avgd, then"it, ghat be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer pf !t§ tIistributori • • and shall be available for inspection at the job site at the request of the Building Official. "" • • • This NOA renews NOA # 02- 1211.13 and consists of this page 1 and evidence page, as well as apprrval ° • • • ° • document mentioned above. • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • • •••• • • •••• • • • NOA No 08- 0208dT1 • • • Expiration Date: February 11, 20I! • Approval Date: March 20, 2008 Page 1 Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970 ", titled "6' -8" & 8'-0 Single outswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS (Photo copies from files # 02- 1211.13), original test report conducted per SFBC, 201, 202 and 203 -94, now termed as FBC, TAS 201, 202 and 203 -94. 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) No Water Resistance Test performed. 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 PA 202 -94 • along with marked -up drawings and installation diagram of single outswing and inswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s) Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001 and, both signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02- 05 -08, signed and sealed by Nimesh Bhaysar, P. E. D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # 02- 1211.13) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh. Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W, signed and sealed by Ramesh Patel, P.E. •••• • • F. OTHER 1. This NOA renews NOA # 02- 1211.13, expiring February 11, 2008. E -1 • • • • • • • . ••• • • • • • • • •••. • • •••. • • • • • • • • • • • • • • • • • • •. ••••.. •••• • • • IsTiaq`i Chanda, Product Control Exablipgr • lkt * 08- 021%07. Expiration Date: February 111 fig} • Approval Date: March 20, 2008 •••••. • .• • • • • • ••••.. • • • • DESIGN PRESSURE RATING • WHERE WATER REQUIREMENT INFILTRATION IS NEEDED WHERE WATER MORMON REQUIREMENT IS NOT NEEDED 6 (X) +80.0psf — 80.0psf +80.Opsf — 80.0psf 8 (X) +61.Opsf — 65.Opsf +61.0psf — 65.Opsf JELWWEN® Steel 6'-8" & 8 -0" SINGLE OUT SWING OPAQUE STEEL EDGE IMPACT STEEL DOOR IN WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 2004 BUILDING CODES (W/2005, 2008 SUPPLEMENTS) AND HIGH VELOCITY HURRICANE ZONES (HVHZ ) REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'8° WOOD FRAMES — SEE TABLE SHEET 1 — FOR 8'0 WOOD FRAMES — SEE TABLE SHEET 1 6. THIS SYSTEM WAS it]IGD FOR 2.86 LBS. WATER PRESSURE AS PER ASTM —E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMEN FOR ° HVHZ ° . CUTSWING IMPACT STEEL EDGE DOOR (Common to eh hams candltlons) 00011 LEAF CONSTRUCTION: Face sheets; 24 ga. (0.020' minimum thickneaa, Galvanized Steel A -525 commercial quality — AKDQ per ASTM 620 with minimum average yield strength Fy= 28,240 psi. Core dealers. Expanded polystyrene with 1.0 to 1.25 lbs. density, by JELD —WEN. Panel Construction: Steel face sheets glued to expanded polystyrene (EPS), with steel top and bottom rails and steel stiles with a wood lock block reinforcement The hinge stile contains a MDF board for added hinge support. Fmme Co (Both Frame Tvoes): The head jambs and side jambs are mortised, butted and joined using (3) 7/8 x 2 wire staples. An bumper threshold OUTSWING threshold was unitilized at the sill. An optional aluminum ADA threshold is available. SHT # 2 3 4 5 UNIT COMPONENTS TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES VERTICAL CROSS SECTIONS & BOM HORIZONTAL CROSS SECTIONS ANCHORING LOCATIONS & DETAILS • •• ••• • •• • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • 3/4" 0A 6/AK. FRAME WIDTH 3' OA MAX. PALL WIDTH 0 Q Q v v U SCALE: 1/2" =1' -0" 4L DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (01-1) ■ OH LENGTH /OH HEIGHT GREATER THAN 1.0 3' -1 3/4' O.A. MAX. FRAME WIDTH 3' 0A MAX. PANEL WIERH 0 /1011 ALA 0 121 0 v o l=" •=7 D D k SINCLE OUTSW7NC UNIT f y) SCALE: 1/2" PRODUCT RENEWED se Bidding Cod nth the nam AscRiteaa No d?Q$•87 Expiration Date I � IA mind Division P NtMESH BHAVSM FLORIDA P.E. NO. 56861 /" X" 215 Oil 072142ERING SERVICE:, 111. PA. 801 645050 00.4054 P. 32168 faPE Ca1RlwV of Aythowwww NG 25537 0 ci O) re O z � w� ; O r' Lc) � Mxa 7/07 DATE 12/ m z re SCALE:AS NOTED DWG. BY: EAG cwc BY:S. SAFFELL DRAWING NO.: DC9970 SHEET 1 OF 5 ••• • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CO CO O 11 11 0 CO 1 1 10 10 0 (5 0 W w xx w 00 00 SEE DETAIL A ON SHEET 5 z _MI �� 1 3/4" • •• • • • • • • • • • • •• • • • • • • •• • • • • N CD M W ...z (5 0 00 ' 0 0 O • • • • •• • • • • O 2 VERTICAL CROSS SECTION FYP. WOOD FRAME INSTALLATION SCALE: 3" =1' -0" 4 00 00 2 1/2" MIN. 1 1/4" MIN. EMBED 0 ® MI o ,. •' 0 0 0 0 41) co 0 1/8 SEE DETAIL A ON SHEET 5 2 1/2 O VERTICAL CROSS SECTION TYP. 2 CD 0 zZ _ 00 10 N ro rn 1 11 OD 0 10 10 0 c�0 w 1 xx 0 0 0 0 CONCRETE INSTALLATION SCALE: 3" =I' -0" HEM 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 27 28 29 30 31 32 33 DESCRIPTION LATCH JAMB (1 1/4" x 4 9/18" PONDEROSA FINGER JOINTED PINE) HINGE JAMB (1 1/4" x 4 9/16" PONEROSA FINGER JOINTED PINE) HEAD JAMB (1 1/4 x 4 6/16" PONDERSOA FINGER JOINTED PINE) 4 x 4" BUTT HINGE 12aa.(.097" HAGER) #9 X 1 PFH WOOD SCREW (HINGE TO DOOR) 9 x 3/4" PFH W000 SCREW (HINGE TO DOOR 48 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB -BUCK 410 x 2" PFH WOOD SCREW 3/16 TAPCON (MIN. EMBEDMENT 1 1/4" INTO MASONRY) ADA ENT. ALUMINUM THRESHOLD (MODEL 6063 -75) NOT USED OUTSWING BUMPER THRESHOLD (1.0" x 4.625") COMPRESSION WEATHERSTRIP SCHLEGEL 0 -LON QDS 650 #12 x 3" PFH WOOD SCREW 9 x 1" PFH WOOD SCREW TOP RAIL (1.73" x 1.21" x 0.021" THK) BOTTOM RAIL (1.73 x 1.21" x 0.021" THK) SIDE STILES (1.73" x 1.21" x 0.021" THK) WOOD LOCK BLOCK (1.67" x 3.0" x 18.75") STRIKE PLATE MDF BOARD 0.50 x 1.69 DOOR BOTTOM SWEEP WOOD LOCK BLOCK EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. DENSITY) BY JELD -WEN KWIKSET TITAN SERIES LOCK (4200) OR (4660) YALE HERITAGE SERIES DEADBOLT LATCH SCREWS 48 x 1 1/2" PFH WOOD SCREW NOT USED 2X WOOD BUCK 1/4 MAX. COMPRESSION SHIM 16 GA. 7/16 CROWN x 2" LONG STAPLES MATERIAL PINE PINE PINE S7FE1 STFFI STEEL IL STEEL STEEL ALUM. ALUM. FOAM SItEL STEEL FACE SHEET 24GA. (.020" THK. MIN.) GALVANIZED STEEL 48 x 2" PFH WOOD SCREW STEEL SItLL STEEL STEEL ItEL WOOD MDF VINYL WOOD FOAM STEEL WOOD WOOD STEEL VERTICAL CROSS SECTION Tt'P. - OPTIONAL CONCRETE INSTALLATION SCALE. 3" =1' -0" NIMESH BHAVSAR FLORIDA P.E. NO. 56861 m enreEtamd saps. 5r PR Pax 850088 WACO. tt 34 5 PPE CmtBbote W AMeaimB°n Nu OW 12/0 DATE 0 (.) 0 CY Lai N 7/07 z 0 cc a SCALE AS NOTED DWG. BY EAG cNx. er:S. SAFFELL DRAWING N0.: DC9970 SHEET 2 OF 5 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• 2 5/8 MIN. 1 1/4" MIN. EMB. 1 1 /4" 1/4" MIN. EMB. 37 3/4" MAX. FRAME WIDTH 36 MAX PANEL WIDTH _ _4* €11 HO ; WOOD INSTALLATION SCALE' 0 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH SEE DETAIL A ON SHEET 5 ' L10 1/4" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••• • •• • 0 • 00,0 • • • • • • • • • • • EXTERIOR INTERIOR 3" =1'-0" • • • • • • • •• • • •••••• • • • • • • • 6 0 1 4 IL CROSS SECTION 771 • • • ••• •• • • • V C e lN e TALLATION SCALE 3" —0" • • 2 5/8" MIN. 1 1/4" MIN. EMB. 36 MAX. PANEL WIDTH OE EIE1 00 OD 00 00 00 OD PRODUCT RENEWED as complying with the Florida Balding Code Acceptance ITer*-474- O.? Eaplodiaa DatepaCc It a dsd, Mbaniasilt Division 151 1110 NIMESH BHAVSAR FLORIDA. P.E. NO. 56861 EllarjRIM SERACIZ. PA. aOX 5Stmea MAMA n• Mage CerUfloate ol AndhalAtton No. 2=7 0 m a N 0 0 ".■ 7,3 DATE:12/07/07 0 17) cc scALE: AS NOTED DWG. EAG ant BYS. SAFFELL DRAWING NO. DC9970 SHEET 3 OF 5 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• • • 9 1 9 1 9 1 9 1 9 1 9 1 9 1 • 8 9/16 � 8 9/16 SEE DETAIL D 6--I • •• ••• • • • • • •• • • • 1 ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE: 1 /2" =1' -O" • • • • • • • ie il • •L•`- • �� • O • • • • • • • •• • • DETAIL A • • JJIL b • • • • SCALE: 3/8" =1' -0" SCALE: 3/8 DETAIL C SCALE: 3" =1 -0" SEE DETAIL A � — 1' -0 1/4 1' -0 1/ 1' -0 1/4" 1' -0 1/4 1' -0 1/4 1' -0 1/4 1' -0 1/4" ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 5' SEE DETAIL B DETAIL D SCALE 3" •1' -0" 1 1 1 1 ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" =1' - 0" SEE DETAIL D 8 3/4 2' -2" PRODUCTRENEWED ava o c whb t Ro 1dH Acceptance N00 -0 • ExptraNao Date /3 101 COL 1 D ivisio NIMESH BHAVSAR FLORIDA P.E. NO. 56861 OM i m PN:. P.O. b'ex eeoc0 txa7xmo, a s2958 FHPE oorVtNate et aa"nmaar Na 79857 0 � CO Nom - W UJ I: 9 cn w MY Q N n O M 12/0 DATE: N 0 7/07 0 Z In 0 O to SCALE: AS NOTED Dw°. Br: EAG cHC BYS. SAFFELL OWNING ND.: DC9970 sxzEr 4 OF 5 •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• 0 - • • • • • • • • • - • • • • •• • • 2 3/16" { -'{ 9/16° P3 COMPRESSION WEATHERSTRIP SCALE: 6" =1' -0" (=H- FI CERJOINTED PINE SCALE: 6" =1' -0" eVINYL BOTTOM DOOR SWEEP SCALE: 6 +?r - WU • • • • • • • • olo • • • • • • • • • • • • • • • • • ••• • •• ••• •• ••• • • ••• • • • • • • • • • • • • • • . • • . • • • • . • • N -I---1/16 (Min) OBUTT HINGE 4x4x12 CA. SCALE: 6" =1' -0" 0 ' ••• • • • ••• • . • • • • • • •• . • • • • • ••• • 4 u L_ i 1 3/4 r- 1 1/4" OOR TOP RAIL & SIDE STILE SCALE 6" =1' -O" 18 3/4" for 8' -0" DOOR 11 3/4 FOR 6' -8 DOOR DIA. VARIES WITH HARDWARE USED LOCK B LOCK SCALE.• 3" =1' -0" (DADA ALUMINUM THRESHOLD SCALE.• 6" =1' -0" r 1 3/4" - I 99 BOTTOM RAIL SCALE: 6" =1' -0" 1 3/16 1 3/16" 1 23/32" 13/16" 1 1/8" _f- 3/16" C -SINK. • \ J DETAIL A SCALE: 1/4" =1' -0" PRODUCT RENEWED Roldfag Code fAa Florld3 AmF0tace No0 6 Expi ion Dah- BY Cl0k 4 14 MIhmdlhile DIMAm NIMESH BHAVEAR FLORIDA P.E. NO. 58861. � � Or D RO X $ O n� P.O. 80F BX'i1 ORLANDO, ii 8838 FHPE Catiffm9" a1 0!0$040000 Na 28837 0 CO 0 U a J -OQ DJ CO LL1 C 9 0 rn N 0 DATE 2 12/07/0 0 m ela N m 0 z 7 fn z 0 cc SAS NOTED DWG. en EAG GHN. m's. SAFFELL DSAOWNG NG.: D09970 SHEET 5 OF 5 • S. • • • • • • • ••• • • • • • • • •• • • • ••• • • • • • • • • • • • • •• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) New Age Windows & Doors 7196 NW 77 Terrace Medley, 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 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 100 Aluminum Outswing Doors w /wo Sidelites -NI APPROVAL DOCUMENT: Drawing No. W02 -13, titled "Series -100 Alum Out -Swing Doors w/ Sidelites, sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated Oct 01, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. Approved Hurricane protection Devices complying wI FBC 2004, as applicable are required. Limitations: 1. Total four (4) flush bolts, two ( top/bottom) active leaf and two (top/bottom) in- active leaf are required. 2. Max. true Muntin DLO (day light opening) not to exceed 23 -7/8" W X 16 -5/8" H 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 revisron�itchangean materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemerft of anly :. product, for sales, advertising or any other purposes shall automatically terminate this NOA.Actit 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, F18i, and fotlawetI.by the expiration date may be displayed in advertising literature. If any portion of the NOA is•di6p]�.ved, then i{ shall be done in its entirety. •••••• • •••••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer el i distributgrs and shall be available for inspection at the job site at the request of the Building Official. • • • This NOA renews NOA # 02- 0801.01 consists of this page 1 and evidence page E -1, as 411 avapproval• • • • • document mentioned above. • The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 07- 1010.17 Expiration Date: November 21, 2012 Approval Date: November 22, 2007 Page 1 • • • • • • • •• • • • • 0 • • • • • • • • New Age Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 02- 0801.01) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 - 13, titled "Series -100 Alum Out -Swing Doors w/ Sidelites, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated Oct 01, 2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS (transferred from file # 02- 0801.01) Original test conducted per SFBC, PA 202 -94, now termed as FBC, TAs 202 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Outswing Door w/ Sidelite, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1192 dated 10 /01 /01, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS 1. Anchor verification calculation, complying w/ FBC 2004, prepared by Al -Farooq Corporation dated 10- 01 -07, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME- 1300 -98 & -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance and of no financial interest, dated 09 /27/07, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Lab compliance statements, part of above referenced test reports. G. OTHER 1. This NOA revises # 02- 0801.01 expiring November 21, 2007 E -1 •••• • • • •••• •• •••••• • ipso • •••••. • • • • •••. •' • •• ••••.. • • •••••. ••••• • • • • • • •• 00000 - ••••� •• . .•• • • • •• • •• •• •••• . • • • • • • • 1 1 �` I •�� /� sips•' • • Isshaq L C$anda 000000 • Product Control Exam'nket NOA No 07- 1010.17 Expiration Date: November 21, 2012 Approval Date: November 22, 2007 NOMINAL HEIGHT FRAME HEIGHT J_ 8/8 80" 78' 7/0 8P 82' 8/0 88' Be n I u ��Y // u ♦ u n ALEA•F IN��ACTE LEAF ii ii „ 1 /8 GOASS II II ii II II II II j / j II II II II ♦ II II II II U u u u NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT 8/8 80" 78' 7/0 8P 82' 8/0 88' Be • I4 W W 23 7 D.L.O. FRAME WIDTH 72' DOOR WIDTH 23 7/8" D.LO. 23 7/8" 23 7/8' SURFACE APPLIED FALSE MUNTINS MAY BE USED W 1 12' MAX. HEAD /SILL SERIES -100 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACRIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • ••• • • WOOD BUCKS BY OTHERS. MUST BE ANNHORED PROPERLY i0 ? FE: LOADS TO THE STRUCTURE. ��F1 --'' ANCHORS SHALL BE AS LISTED, SPACED AS S HO NAI WN ON RETAILS,3FNCII • • EMBEDMENT TO BASE MATERIAL SHALL BE BETEND L•DRE59N8 OR gni • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USE IN 0J G OF ANCHORS INTO WOOD ONLY. • • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TC•STEELLMEGL SPECS, T & INTO • CONTACT WITH OTHER DISSIMILAR MAIERURS SHAW MEET $IE E Q TENTS • • OF 2004 FLORIDA BLDG. CODE SECTION 2003.814. • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• 0 • • 88 LEAF WIDTH TYPICAI ELEVATION ( OXXO ) TESTED UNIT EXTERIOR VIEW • • • • • ••• • • • • • • • • • • • • • •• •• 0 1 1 1 FLUSH BOLTS AT TOP /BOTTOM SEE SHEET 3 • • • • • • • • • • 8° MAX. HEAD /SILL CORNERS HEIGHTS: WIDTHS: 12 MAX. HEAD /SILL ANCHOR LOCATIONS NOMINAL WIDTH 2/8 (X) 3/0 (X) 5/0 (XX) 6/0 (XX) FRAME WIDTH 30' 38' 80• 72' LEAF WIDTH 28-1/4" 34-1/4" 28 -1/4' 34 -1/4 DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVH2 AREA REQUIRES THE USE OF APPROVED SHUIIL1a OR EXTERNAL PROTECTION DEVICES_ COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSILM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 8' MAX. HEAD /SILL HEAD /SILL CORNERS 'X' OR '0' ANCHOR LOCATIONS HEAD /SILL CORNERS PROW irsigPiXitstwith est Florida MGR Code AareAR+oee Explosion Dlmeiht ? 7+rtZ wH��G` LIMA hK� Mao adpet eIBW a c 2 U drawing no. W02 -13 sheet 1 of 8 DESIGN LOAD CAPACITY - PSF SIDELITES (WITH ANY DOOR WIDTH) PANEL SIZE ANCHORS TYPE 'A' ANCHORS TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INr. ( - ) 2/6 6/8 58.0 68.3 58.0 77.9 3/0 6/8 58.0 64.0 58.0 73.0 2/6 2/8 58.0 84.3 58.0 73.3 3/0 7/0 58.0 60.1 58.0 68.5 2/8 8/0 58.0 54.5 58.0 62.2 3/0 8/0 50.9 50.9 58.0 58.0 DESIGN LOAD CAPACITY - PSF (XX) DOORS DOOR SIZE ANCHORS TYPE 'A' ANCHORS TYPE 'B' WIDTH HEIGHT EXT. ( +) NT. ( -) EXr. ( +) NT. ( -) 2/6 3/0 58.0 74.4 58.0 83.5.../ 3/0 6/8 58.0 62.0 58.0 69.8 2/6 2/8 58.0 70.9 56.0 79.5 / 3/0 7/0 58.0 59.0 58.0 68.3 / 2/8 58.0 62.0 58.0 69.6 / 3/0 8/0 51.7 51.7 58.0 58.0 DESIGN LOAD CAPACITY - PSF (X) DOORS AND (0) PANELS DOOR SIZE ANCHORS TYPE 'A' OR 'B' WIDTH HEIGHT Err. ( +) NT. ( -) 2/6 58.0 83.5 3/0 6/6 58.0 69.6 2/6 58.0 79.5 3/0 7/0 58.0 86.3 2/8 58.0 69.8 3/0 8/O 58.0 58.0 WIDTH I18DI (x) v (0) SILICONE 1/8' TEMP. GLASS 07 6 urA� -s #10 X 1-1/2" EH SELF MING SCREWS ST /elbow. YYP. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • ••• • • • • • • • • ••• • • •• • • • •• •fiI • • • •• • • • • • • • • • • • • • GL ING• �HTAIL • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• WIDTH (X (ox) USE LOWER VALUE OF DOOR OR SIDELJTE CAPACITY WIDTH 0 0 LI Ell LI NI Is IN gm (oxxo) (XXO) (oxx) NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 07 EI11' DA. HUMAYOUN EAR000 STRUCTURES T1A PE / 16557 CAN. 1538 (OXO) WM WIDTH (X0OX) PRODUCT RENEWED eamibtv with he Modes WM* Code AccePLance No 40/e. Et$LstIou Date 2Q• l7 dy Cloetrd Divbion Q N 8 R n � q �+) a z =- Mge c zr.s a c a 8 drawing no. W02 -13 (sheet 2 of 6 4_ OBI I_I4I .` i WIDTH I18DI (x) v (0) SILICONE 1/8' TEMP. GLASS 07 6 urA� -s #10 X 1-1/2" EH SELF MING SCREWS ST /elbow. YYP. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • ••• • • • • • • • • ••• • • •• • • • •• •fiI • • • •• • • • • • • • • • • • • • GL ING• �HTAIL • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• WIDTH (X (ox) USE LOWER VALUE OF DOOR OR SIDELJTE CAPACITY WIDTH 0 0 LI Ell LI NI Is IN gm (oxxo) (XXO) (oxx) NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 07 EI11' DA. HUMAYOUN EAR000 STRUCTURES T1A PE / 16557 CAN. 1538 (OXO) WM WIDTH (X0OX) PRODUCT RENEWED eamibtv with he Modes WM* Code AccePLance No 40/e. Et$LstIou Date 2Q• l7 dy Cloetrd Divbion Q N 8 R n � q �+) a z =- Mge c zr.s a c a 8 drawing no. W02 -13 (sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 c 0 W J W c • • • • • 1BY WOOD BUCK a 810 X 1-1/2 - SELF DRILLING SCREWS AT 6• FROM CORNERS AND 12. O.C. 810 X 1-1/2 - SELF DRILLING SCREWS AT B FROM CORNERS AND 12° O.C. • •• • • • • • • •' • • Q•• • ••�� • METAL STRUCTURE • • • • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING p n A ° 8 ° e 1 " • •• •• o. • • �,... a.° • • NON METALLIC • • C GROIN. " C' T �?ICPR ANCH0(1S • • 3 KSI MIN. • • • 5[�E EIEV. IFOR•SPFtING• • • • • • • JN STATIONARY "ITA • • • • • • • • • • 7I•ERABLE UNIT$ • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • •• •• ,APICAL ANCHORS SEE ELEV. FOR SPACING TYPE 'A' OR 'B' 2BY WOOD OR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 e WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING TYPE 'A'— 3/16 TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4° TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU TBY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 3/16 SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (91ttL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'A' OR 'B'— #10 SMS OR SFI F IMII I ING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 (NO SHIM SPACE) ANCHOR EQGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2 MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 5/8 MIN. Engr: DR. HUMAYOUN T � t� FAR000 STRUC FIA. PE CAN. 3 8 75 0 1 1007 MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RENEWED eamplyIng wbkthe Melds 111001.10 Code Acceptance NaO OIO•�7 EapU•tlon EAU Division z J C O 1 U D b c g 8 8 drawing no. W02 -13 (sheet 3 of 6 1/ ;• MAx. #6 x 1/2° S.M.S. AT 12 O.C. X10 % 1-1/2 1/2' DIA. FLUSH BOLT OPERATOR INACTIVE LEAF U k VN£I— ZOAS \'INV —dWO3 Z �, Q LI 1L q r o m _ SHIM O T FROM CORNERS 0 AND 22' O.C. © TM 803 FLUSH BOLT ® OP &BOTTOM OF EACH FLUSH BOLT OPERATOR ON ACTIVE LEAF IN— ACTIVE LEAF le 0 ACTIVE LEAF ri II .li t' j a l- S I� 1 ° X91111 + - �� WA •{ ' I . Il r � I, " ��IIIII� i� �I,, .- - II l r� i ► LEAF WIDTH LEAF WIDTH SIDELITE WIDTH CID )(SEES -100 ALUM OUT —SWING DOOR W/ SEISMS] NEW AGE WINDOWS & DOORS 7196 N.W. 77TH TERRACE MEDLEY, FL. 33166 TEL (305) 889 -0703 FAX (305) 889 -0710 FRAME WIDTH 'TYPICAL ANCHORS EXTERIOR SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ANCHORS 1/4' MAX. SEE ELEV. FOR SPACING 1/4° MAX. a SHIM SPACE \ Q SHIM SPACE O ( Alt 1 ' 1 elEille, III IIII J[ NOSA3L MEMO S1N3M03 OOH NU 'AM uoRONO99p Ell METAL STRUCTURE - - 1 I � II � ;( 1: � WOOD BUS . j i - -'� � ` l i llllli 0 011111 •• 0 0 LEAF WIDTH LEAF WIDTH tJ g13 2131211111 9uoISIAau)l t0er60 Zvaysa 111 ter ••• • • W000 BUCK • • • • • • ' • ; . ,. L FRAME WIDTH may+ g 7' � 0 Jf � • . • • • RENEWED • • • • • ••• • • • • • • • Emir: OR. HUMAYDUN FA4000 Fl CAN. 1 mliamiOn �get. �Ne ....a...10001 • • • • • • • • • • • • ••• ••• • • ••• •.i ••• OCT a i 2007 drawing no. W02-13 (sheet 4 of 6) • • • • • • • ••• • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • 0 . • ITEM # PART # REDD. DESCRIPTION MATERIM MANF. /SUPPLIERR/REMARKS 1 GAS -42606 1 FRAME HEAD 8063 -T5 - 2 GAS -41719 2 FRAME JAMB 8083 -15 - 3 4362 1 FRAME SILL 8063 -T5 - 4 GAN -43955 2/ PANEL TOP AND BOTTOM RAIL 8083 -T5 - 5 GAH -43578 2/ PANEL DOOR LEAF STILE 8083 -15 - 8 GAS -42602 1/ PANEL ASTRAGAL. 6083 - T5 - 7 GAS -41720 - GLAZING INSERT 8063 -T5 - 8 - - JAMB ANCHOR PLATE (3' LONG) - 0 ANCHOR LOCATIONS 8A - - HEAD /SILL ANCHOR PLATE (3' LONG) - 0 ANCHOR LOCATIONS 9 GAS -42814 - POCKET FILLER 6083 -T5 - 10 GAH -41718 3/ PANEL HINGE 6083 -T6 - 11 GAS -41721 AS RECD. HURON 8083 -75 - 12 - AS RECD. ROLL FORMED GLAZING BEAD ALUMINUM - 13 - AS RECD. ASSEMBLY SCREWS - #10 X 1' SUS 14 - 4/ PANEL SUPPORT PLATE (1.5' X 2.S' X .250') NYLON - 15 - 4/ PANEL 3/8' LOCKNUT PLATED STEEL - 18 - 2/ PANEL 3/8' THREADED ROD STEEL_ - 17 FP -389A - BULB WEATHERSTRIPPING VINYL - 18 FP -511 - BULB WEATHERSTRIPPING VINYL. - FRAME HEAD FRAME JAMB 1.563 -1 DOOR LEAF HEAD & SILL 062 TYP. A71 ' P .062 1.687 GLAZING INSERT HORIZ. MUNTIN • • • • 8 L .155 SS WASHER 5/16' DIA x 2.6' LONG ✓ SS RDD 2187 415 1.1 L .II 88 X 3/4' SMS 4/ HINGE 'ti V I SS WASHER HINGE PLASTIC CAP PLASTIC CAP SS WASHER 10 .610 S7 125 ASTRAGAL 4.750 .093 TYP. L74� 4000 DOOR LEAF STILE 4.000 HEAD /SILL ANCHOR PLATE 1 -078 TYP. P a65 • • • ••• • • • • • • • JAM 4H�2 A�AT� i • • 365 • 078 •• • 4688- • • • • • • • w _ 44,5": • • • • • • POCKLM' FILLER • • • 500 • • • • • • • • •• • • • •• • • • • • • • • • 6 • • 6 • SEALANTS; USE 'PECORA' SEALANT (COLOR TO MATCH ALUMINUM FINISH) AT PERIMETER OF LOCK AND LEVER HANDLE, COVER PLATES, INSTALLATION SCREWS, PANEL SEAMS, FRAME CORNERS AND GLAZING BEAD ADAPTERS ON THE EXTERIOR. HINGES; 6 -3/8' LONG BUTT HINGES. AT 1 -3/5 FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; 1/2' DNA. CONCEALED THROW BOLT 'TM 803' MANUALLY OPERATED WITH LEVERS AT 7 -1/2' FROM TOP & BOTTOM OF EACH LEAF LOCK STILE. STEEL DEAD BOLT LOCK 'KWIKSET KEY OPERATED ON EXTERIOR & THUMB TURN ON INTERIOR AT 44 -1/2 FROM BOTTOM AT ACTIVE LEAF BRUSHED BRASS LEVER TYPE HANDLE '200 DNL DORREAN PASSAGE' AT 39 FROM BOTTOM ON INTERIOR AND EXTERIOR OF EACH LEAF pganUCT REN EWED the aeries 1nc IdIug plying A e.0, No 'ION . 7 L Fapbatbn Mud o �V 0. 8 0 -0 ti >3 c °a S n 1 9 k drawing no. W02 -13 sheet 5 of 6 ••• • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • •• ••• • • • •• • • LFAF TOP /BOTTOM CORNER GLAZING INSERT CORNFR • • • • • • MUNTIN CORNER • • • • • • • • • • BOLT GUIDE 1 -1/2' X 1 —I /O' X I/O' ALUM ANGLE, 1-3/6' LONG ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •10 X 1/2' SMS • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • FRAME TOP CORNER FRAME BOTTOM CORNER Engt: 06. HCMOCIUN CAROOQ STRUCTURES f(C 3 OCT 0 17007 ID O gg ix 25 c W 0 E B m 2 r�^ 1 8 drawing no. W02 -13 (sheet 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 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. J oduct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Ditde County) theAiglit o have this product or material tested for quality assurance purposes. If this product•or material •fatls perform in the accepted manner, the manufacturer will incur the expense of such testing a fce the AHP may immediately revoke, modify, or suspend the use of such product or material within their jurisdic BORA e: erves CIA right to revoke this acceptance, if it is determined by Miami -Dade County Product Conttgl.T?tvisioit ,t tis product br 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 Vel •.g. i Hu n • • • • • m • • •••.. A PP R O VAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel StorPete1s ", sheets 1 through 4 of 4, prepared by Frank L Bernardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami- Dazfe' County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter • • • • 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 renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 6 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 www.miamidade.gov • NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 II/0 / /Zoo7 Page l • B. TESTS 1. 2. 3. C. 2. CALCULATIONS 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 Freidda Sloan Paneis';Tnc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signedand sealed by Yamil G. Kuri, P.E. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. Test report on Wood Bushings by Construction Testing Corporation, Repo;;,Vo. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. I;uri �:E. •••••• D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. •• • • 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through •••• • of 26, dated November 18, 2002, prepared by Frank L. Ben ue P.E',;iiked and ' sealed by Frank L. Bennardo, P.E. • • • Anchor Calculations, 9 p p ages, dated November 18, 2002,' spared by • Frank ••• • • • • Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.4". • • • • • • • • • • • •• • • ••• • • . •• • •••. D. MATERIAL CERTIFICATIONS 1'. Mill'Certifiedinspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. •• • • • • •• • y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 • • • • • •a402T •AR4NA _00.4 04110.4.4- •20 5 5 STUD 72ge t .0070• 1315' 4 GALVAMZED I3"' L- 1101• --I 4-1181• 4.11131• J .8r-i 8 500' PANEL COvERAGE 14.438• PANEL LENGTH 5'029 PANEL 8 nN 0.R9•� I1900'L TTP -1 MAX J STUDDED ANGLE O BUILD 43.CLO• ANGLE 0.125' r TTP, �51N 1 5000' MAX. s.ENE*2:1L NOTES - a15 514RTER 535385 HAS BEEN DESIGNED AND - ES AS A LARGE '1551LE IMPACT PRO3ECT1vE 53578' rt• 1.:COFL74NCE WITH THE FLORIDA BUILDING CODE 200) AND 8 80 3 000L5 345 201 FOR LARGE MISSILE IMPACT 745 202 F)R .400R." 518TIC AR 88055ulE LAO T45 203 FOR CL'C WIND 4.04018 2 NO 333% INCREASE 114 ALLOWABLE_ STRESS 1445 BEE% -SED N THE DESIGN OF 'HE ANCHOR SPACING TABLES 3 POSITIVE.AND NEGATIVE DESIGN P8055.1RES TO BE ,.580 *47.4 %NE5E DRAL0G5 54141.1, BE DETERMINED BY '•HERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE 1.0TI 00083808 CODE uNEN ASCE 1.99 15 u5ED TO CALCULATE PRESSURES FOR USE 674 THIS PRODUCT, THE USE OF A C 'REC'1044LITY FACTOR KA .0B5 15 ALLOWED 4 THE SHUTTER 5157871 DETAILED HEREIN *GENERIC AND DOES NOT PROVIDE 5FOR14TION FOR A 5PECFIC SITE 5 5TE CONDITIONS DEv4ATE FROM THE CONDITIONS DETAILED MEREIN, 4 1,8845ED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUmENTS TO BE USED N CO.UUUCT1O4 WTN 11.115 DOCIt'•NT. 5 PERMIT HOLDER SMALL VERIFY THE ADECUACT OF THE EXISTING STRUCTURE TO N7115TAND ADDITIONAL IMPOSED LOADS. • 6, 570R11 PANELS 511.1. BE 77g• STEEL (GALVANIZED THICKNESS 5•0073' MAU CO PO31Y7G TO AST' A653. STRUCTURAL 0644.177, GRADE S0. 080 GALV. COATING 40554 4 MIN. F5.330 K84. ALL EXTRUSIONS SMALL BE 6063 -T6 4LU134131 ALLOT, UN0. 1 PANELS SHALL BE PERMANENTLY LABELED SATH A MNI'lll CV ONE M4RC4G PER PANEL AS FOL1.01.145 FLORIDA 5301131 PANELS. PC. OPA- LOCKA, FLORIDA MI435 -04DE COUNTY PROD. CONTROL APPROVED 8 STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE M4X15U•1 SPANS AND LOADS SHOWN ON TIff5E DRRO •G5 REFERENCE CONSTRUCTION TESTING CORPORATION (CTC1, OF 5114471. FL, 'TEST REPORT NO. 02 -041 m TOP 4 007305 DETAILS 5)4011N MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MONTED HORIZONTALLY WHERE APPLIC ABLE EXCEPT FOR MOUNTING CONDITIONS NCLUDNG 'H' OR 'U HEADERS 1) ALL BOLTS 4 W,.S:.585 SMALL BE ZINC COATED, GALVANIZED OR S74EILE55 STEEL WITH 4 3Nrt71 TENSILE STRENGTH OF 60 KSI. ) SAC ' 1000' r r� 10(0• I'mIL 5000' MAX (DJ-PAN CLOSURE 1831' v 700 •H' TRACK '..20 53. 5)0E814LK OR 5431184E BOLT WASHERE0 WFIA44T • 14' 00. TYP. I8 GA, GAL V. STEEL SENT PLATE (08•15• BM UK! OR 2•42'625' 6063.36 ALUM ANGLE BUIL0 - OUT DISTANCE EXISTING CONCRETE, 140.808 BLOCK OR WoOD FRAMING 1-1 M1. iA 0.062' t(5• /VP •• 005516' G4L0 STEEL GRADE 50) 0053 0015 1 - •: 061• • • • • . _ • • 33,5' M 03g • m X3 .41 • 0 0062 • • • : • •.n • • • • • 0.02• L • TYP 0750' 1,01' -� 291. 2 14' HEADER • • • • • • 7063 03 00 { 63 TT O CORNER CLOSURE DETAIL • • • • •• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • -- • • ••• 50• • • • 0 0750' . r {0050' 0750 0085' 0865• ® UYISHERED WFCrWT 8 85 S ALLOT 0053' 7 ALUM. NGL€ ® OR J .P/W CLOSURE PIECE 331 (SEE DETAILS 4130VE). LEG DIRECT MAY BE REVERSED 445753128 • 5 00.2 DESIGN LOADS LESS THAN OR EQUAL TO 441p•( (SEE ANCHOR 504)80.4.8 FOR ANY ACCEPT1OLE ANCWHG ). FOR DESIGN LOADS GREATER THAN 6146, uSE A1141 ANGLE CLOSURE PIECE ONLY 50TH ANtCH0R9 • 10 OL. O BUILD -OUT 5IOUN7 CLOSURE DETAIL NT.S. AD v OVERLAP WALL BEYOND W 8011 DISTANCE GREATER THAN OR E0l4L TO 15 TPE5 BUILD -OUT DISTANCE (2001 FBC 5ECT, 248.13) 075' -1 r y 200' 500• • • • BUILD -CUT 'F• TRACK ®P' TRACK •J 0 •• • • R0 . I58• • 80307 •• 1000' • • omrr'rm1. KEYHOLE RAWER 5•LV. saw 0174011 ea OAT mew q Km •60.• • OAK-141 OP u' TRACK /025' \ M AX . EXIST, ODIC. HOLLOW MOOR OR W000 FRAMING n0320 0,410' 0099' 0.650' TYP O MEADER END CAP 931• y 0063 -t - -0.25' 0 093• -IL- I 1 5313' 4 .0093' BO TTOr1 r 408. 0 093' 0115' 04152• O .6SS E• *TING 00.038TE, HOLLOW 38001. OR MOOD FRASNG O WALL MOUNT CLOSURE DETAIL NTB. ii SOTTO. RANT ICON rpm 45 w••+ 4LUK ANGLE ® OR 640414 34.0550E PIECE ® (SEE DETAILS A800E). LEG 310101IQ. MAY BE REVERSED 0• • OVERLAP MINR•M1 FASTENER • R• 0C. FOR DESIGN LOADS LESS WAN OR EQUAL TO 61p•■ (SEE 4(KUOR SCHEDULE FOR ANT 4CCEP1ABLE 4NC140R). FOR DEVON LOADS GREATER 80 rwAN alp.r. USE 4L1J ANGLE CLOSURE PIECE ONLY WFTH 4N6IOR9 • 10 DC EMBED O TRAP MOUNT CLOSURE DETAIL N.TS, 2DN0Ll91110 retw• To NANO. SPAN/ .T 45 14 TT0) WOO) T•• SECTORS O TYPICAL NOWT ELEV4T7 '8' (0.431 (80•6 • +^E 45 MOO. - 503738 8014? 12014 TYPE 45 Re00) L45T 8•.11 440084 oelSTIACTGN • Tv.1c4L •••441 OvIIRLAN OPTIOIULL 'X.20 57)50•. ISM T5 44T14 0451(8880 .CIA 1)75 FASTENED • OvER1.485 • 19D3P4N TUBE 4PPROPW4re WAN •■•4.8• v PwSL •5o•t 00eTRCna. ti SpnO+ i�8 1 ,C4:.: TTR $F REGa. 4 MAX G % -r / TOP rowT , ne A S RHG D4 PAWL SELQ/ 055382044. �T7• . PANEL O4HRL4P OPTIONAL 1 4.20 65•04 50.75 WTY WAORPEO .4447.355 444572200 • 0198.185 • 5105845 7A5LE4 E4G5TCG CONCRRTE. 1405,1.01) BLOCK OR .41000 FRAMING 2 �@ t o TYPICAL MOUNT ELEVATION AROUND O8STRUC1101 u uTRTit:O 95420atird08 . tiff. 0 8// 7 .03 x ,., ;•17 / _z/ zaa3 Append as compgiag with Ma Florida Date ^ , a Q o3 9J N Mud Dade Product 382481 JA •RA K L. 50.4800. PE •00•6548 Z - 1 crj 'D J Z0 In W W (11 U W Z \ l w ( " .1 05 4.4. ZlL FR0)51ON5 r3F51:RIP7)O)i DA - E Gam A:mom 1 314 - - .T-T 1 SaEE 1 of 4 Positive Load (pst) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 6 - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10'- 5" 3.00" 3.00" 2.75" 1.25" 35 Ea ao 2.75" 2.10` 3.00" 3.00" 2.75" 1.29" 40 b to 2.75' 226" 3.00' 3.00" bb` 11; bob 2.75 132" 45 2.75' 2.4r 2.07' 212' 50 6 - 0' 2.75 136' _ 2.73" 41oP 01E6 2.44' 70 1.51' 7' - 6" 2.75 2.24 REVISIONS camel. ...ens D4T .-5A•. .)5555( - 7J1)L! -:L 5NEET: 2 OF 4 3E.. . i • .5 �� E L -0-.0. 8..000 / /r K,EDULE .3 ''''' 1"- Er 1 5 5 E+5 5,005 E FR �) ' / ` SPACING WOOD FRB LOC SEE 5 Ea4E '3 CL�71�0 NOR K(1ED BASED cc STRUCTURE - -5E- a ,-= p hi. Set: TYPE $°Vt:tit_ ;.2.757.2.1 1 O C0NNFCTION -YPE 4w^. -07S 5 C- BE AT O5' OR OW 0C rwTEF4NCE 4NC.FOR KIEDULE T3 For -.fir 5 u3E )EITpvABLe 4VC4OR5 35.5 1 :/// E/ EDGE 055 EXISTING 41.421755 SEPARATIDN PRO" 01.855 'REF. TABLE 57) 5x•5555 CONCRETE. .01..0264.000 OR WOOD FRANNG 550 50.D. D ON TYPE BTRUCTuRE 03 CONFCTIO TYPT RESERENCE 4NO.CR SOEOAE 73 FOR M43C P 5NCR5 LEG 714Y BE 14••EE55ED TOWARDS NE OPENNG 1 0500' .. .. u TE% SCREW CR '5.20 M4CMP@ 5O4W 4 NUT • •. OC (TYPAL'. 511. co•ecTION 121E0'D SEPARATION --1,--- PROM GLASS - (REP. TABLE T7) 6 1 54LD•oU ^'04' 5E47 025' -0500' ' iI-70 Ea - 55 7 ': 7..0E 71aCRW S REFERENCERENCE 4K•'OR • Oa' ' I 00 K C. � ErUTP,G CANCfE 50.1.04 55000 OR WOOD F -.. NG SEE ANCHOR 50.50 = D O• 550 6 5T5)CTURE a 4 55 7140(14 SCRE • .14 SCREWS • D5' OL. CT 00.5551101 TYPE REFERENCE ANCHOR 501EDVLE T3 FOR MAX SPACING R' TRACK/DIRECT MOM SECT • %Ta EXISTING GLAZING • • • • • • • • ••. • •. •• • • • • • • • • • • • • • •.• • • • • • ••• • • • ••• • • •. E V E 0 . • • • • RE09134a3/ a•_ O.T. (5N TAME n Faw7W IDOST54G E"IBED f• WALL ' (1' SECT10N N.a EXIST.. CONCRETE ROLLO BLOCK OR wools FRAMNG SEE 4NCUOR 50 BASED ON TYPE cc 5T12,C E M�r� M11.11I.1111 �I Till mw O . • 025' -MAX O M E)LSISPLOOR MOUNT SECTION 5 • • .•. •• •• • • • • • • • • • • • • • •• • • cOOCRETE. I417L.0u 'SEE O• 0.0•12 •SEE ' 04 T5 5014010. T3 FOR. 71AX. SPACING 0500' 0250' • • • • • 0• C07NFCTIT TYPE R ANCHOR 50.EDULE 73 POE 1-1AX 5P4GIN5 1 MIA OMOr-""101 7 .41W r__I C._._CTION .00 REFERENCE 7NCNOR 504405.E T3 FOR MaX 6PACI G rm75' �7" IT4C4WE W) .7,02 : •05 OC. - CINI4FCTIDN T+I>0 501550140E ANCHOR SCEDULE '3 50. 1' 5PACI G MAXIMUM ALLOWABLE SP' AN SCHEDULE Load W (ad) 25 30 35 89 40 45 49 50 55 72 7s so 90 100 110 120 130 No Stitch Bolts Luax (ft) Stitch Bolts At Midspan LMAX (ft) 1 0 - 7" 10'. 5" 10' - 0' 6 -8" 9 -4" 8' - 11' 6 -10 e - 5 er 7 - 6" 7 -4' 7' -2" 6 - t�" 6. 0" 5' - 4" 4'- 10" 4' -6" 4' 1" 10' -7" 10'- 5" 10'- 0" •9'..9" 9' - 8" 9'. 5' 9'- 3' 9'- 2' e 1 1' e - 10' e -s' e - 3 T -8" r -5 7' -2' 6 - 9' 6 - 0" S -4" 4' - 10" 4' 6" 4' - 1' SPAN SCHEDULE NOTES: ENTER SPAN SCIEDULE W7'(1 NEGATIVE 055 1.000 70 DETERMINE MAXPTUM ALLOWABLE STOW. PANEL SPAN SCHEDULE 15 ACCEPTABLE FOR USE WTH POSITIVE LOADS LESS 'WAN OR EOU4. 10 NEG45)VE DESIGN LOAD5 7 INTERPOLATION BETWEEN 1.0805 15 ACCEPTABLE. 01NERLISE USE NEXT NIGwER .0AD EMBED REOD SEPARATION FROM GLASS (REF. TABLE 17) . -20 .. S' 5.5 7 4CU)5E 5CREWB • 75' 00. LEG D5@ MAY BE REVERSED EXISTING 01.421NG EXISTING 7.00D 5Iy55E5 • T.' 0C 7141' REOD SEPARATION PRO'' GLASS (REF TABLE T7) O TRUSS MOUNT SECTION Na 4x)5155 CONCRETE. ROLLO) BLOC% OR WORD FRAYWYa. SEE 4N040R 505500 BASED 04 TYPE OF 5TIy0111RE . EXISTING GLAZING © OFFSET WALL MTONT SECTION MINIMUM SEPARATION TABLE T2 NOTES: I ENTER SPAN SCI.¢DULE WIT(1 POST1VE DE5NGN LOAD TO DETER°mNE 5INIMP' 4LL.OIUABLE 570725 PANEL SEPARATIO4 FRC : G.A55 OR 0008 TO BE PROTECTED SCUEDULE i5 REQUIRE0 FOR USE WT.. POSITIVE LOADS ONLY 2 INTERPOLATION BETWEEN LOAD5 15 ACCEPTABLE. 011.0RW SE 25E NE7.5 HIGHER LOAD EXTERIOR WALL FINIS) STEEL TUBE TO BO 1 CHORDS OM 137'5'.)' EMBED LAG SCREWS • 040- TRL55 04' 00 7'IAN) a4k'X00aTB' MIN STEEL TUBE U READER TO ROLLED STEEL TUBE IU' CENTER LAG DESCRIBED ABOVE) • TRUSSES 4 1a 51545 TO RATE • b' 00 BETLEEN TRUSSES Lma• • B' - 0' (MAX SPAN) MAX DESIGN LOAD • *0 os7 ALUM OR G4L V STEEL SPACER. AS IEOD EXTERIOR WALL 5)74)511 PROTRf)D7G FROM 5TOW1E•G SURFACE 5' 005450TION TYPO 4NC1410R5 10 BE 454 OS' GR 671' OC. (REPEreNDE 4.0(105 SCI E T3 FOR 71437 SPACING) USE REM:Y.45LE 4NCNORS ONLY EXISTING CONCRETE NoLL00/ BLOCK OR WOOD marING SEE .wC4OR SCHED BASED ON TAPE STRICTURE 0 PENETRATION OR EMBED REO'D GLASS SEP. DIST (SEE TABLE 17 FOR r150121) ExgTNG CONCRETE. 40.1.00 131.0*K OR ROOD FRAMING. SEE ANCHOR SDED. BABE ON TYPE OP Wale TT REFER ANCHOR 4EOU0.0 54 FOR MAX. WAD.* 0500• WALL 5.0.01 SECTION xaLL Newt +•.1ae .?a 0500• `G6 , O NPCT10H rvPE REFERENCE 40CHOR 5C „ FOYLE T4 FOR 5P4CNG OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS SEE ANCHOR SC4E0•T'PE CF`. • B D 1= O E - TING - 0I0• rif■x • • • • RE0'D GLASS SEP. DIST (SEE TABLE TT POR M0N4•U1) • • • • 5P .. • • 0 • • �::J +•.P ■wT 555405.3 0,15 080 MAO jr �� EDGE DIST A.1 TYa ADJACENT PANEL TUFF DS' covER4Ge —W TOP. PER DETA4 'P• I G MAX TTPIGAL 1 6' MAX TTPIC4L JA 10 1. L ,80046549 0 W Q y 2 z W w 2 m _i J Q Z (K 0 q:1sa (a DWG •• 07 EXISTING GL47NG EN155 0 CONCRETE NOLLOY BLOCK / ' DR NK FRAMING SEE 4NC40R SCHED 54500 O4 TYPE Da STRUCTURE \r4 %4 II A I O READER/SILL MOUNT 5E05104 504 row? TRACKS O 4N5515 NrO LEG MAY BE BENT TO 30eeg MAX t 1 W 0 1 LEG MAT BE BENT TO 90eles MAX PENETRATION OR EMBED RECO GLASS SET. DIST. (SEE TABLE T7 FOR 104010V ExBTNG CC CR$TE. 401.1.01) MOO( OR =CO ANCHOR 5 5SE SC1ED. BASED 04 TYPE CF STRUCTU/E • • ••• • •• •• • • • • • • • • • • • • • .•• • • • • • • • ••• • • O P DIRECT WALL MOUNT SECTION 1,555 assay 44L1 5555.55, MEP. MT.. V/ N.D. • . ••• •• •• • • • • • • • • • • . • FENCE ANCHOR SC4EDULE T4 POR r4.' SPLICING eXISTING CWCRE?E 40LL043 BLOCK oR 5.00 .RAPUNG SEE ANCHOR SCHED BASED CN TYPE O< STRICTURE 05 045.157F051051 fl REFERENCE ANCHOR 504000.E 54 5 MAX SPACING 0500' FASTEN 0404 PANEL ADJACENT TO LAST PANEL • 130550M W/ (7) ELCO °ANELM4TE5 / (I) POWERS CALK -IN. ALTERNATNEL5. USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNER•105T ANCHORS. • • • • • • • • • • • • • • G1 cteTHO•Tnt E PIDEFR .c 0ULE 14 POR MAR • • • • CLIP LOOKS END PANEL FLUSH AGAINST TOP TRACK (U READER END CAP • END W/ (7) 5.4 915 TO TRACK L - 0815' 0]50' gPTION A: (3) 1 4 • ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL 1•x030' PERPORATION5 AT MIDSP4N FOR USE wT4 REMOVABLE H:4NDLE 4NDIOR PLASTIC KNOBS 0(815• r '1 06 75' III I OPT A: 7•x7• MAX 1:4050H o+ LAST PANEL AROUND UNGN )T O DIRECT WALL MOUNT EXTERIOR ELEVATION 505501 DOHBCT .:-• ro:NT Hi. gran. Y) KTA LAST PANEL MOWTED Recrsambar:770:817.03 FROM 54910E OF BLDG awer -(7) 1 4.70 5S. � 5T1TO4 BOLTS W) 40011)15 EAC BIDE OP 0N B: (7)' /i ELCO LAST H PANEL OPT1 PANELMATES AT BOTTOM OF ADJACENT PANELS TYPICAL OVERLAP TOP Y -TRACK OR TOP L -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB TO EASE PANEL 5LIDB4 (NON - STRUCTURAL. SEE DETA5. TO LEFT) BOTTOM •M' TRACK 7 BOTTOr TRACK (FASTEN - 0 550 CTUH0 PER DETAILS r h .O TO LEFT R SILL TRACK ISOMETRIC eorrm rRrx NrS. Approved IS mapylas vhh the Florida ell Z / too NOM Miami Dide Predict DIvhies R7 OPT. B: (I) 1 4.70 POWERS C4LK•0. CLOSEST TO LAST PANEL (140 NOTCH RECTO) '0097•,5 ANGLE • END IW (2) 54 BB TO TRACK ZI (D � 1.n J Z Q ww ;� u- Z > nl w f— LL Q O U ~ 3 O � Z J CPI_ Q III ' rL "cr J LL. REv1 ` DE9CRPTfONT" eo•.mxs 3 OF 4 HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED 39 45 55 65 72 16.0' 16.7 11.0" 6 4" 50' 16.0" 16 0" 16.0" 14 6" 132" 7.5" 5 2" 3 4" ! .` 15.5' 13 4" 11 0" 9 7" 97` ELCO TAPCON Tcap (b) = 218.00 Vcap (ID) =39800 1/4"x7/8" EMBED 39 160" 16.0" 12.4" 160" ALL POINTS SOLID -SET 45 16.0" 16 0' 8 5" 160" LEAD SHIELD ANCHOR * 55 160' 16.0" 55" 160" Tcap (Ib) =358 65 105" 160" 44" 159" Vcap (lb) =249 72 82" 16.0" 44" 159" 1/4 -1/4" EMBED 39 160" 16.0' 7 1" 14 5" ELCO PANELMATE 45 16.0" 16 0" 4 8" 12 6" * 55 103" 16.0' 32" 103` Tcap (lb) = 204 75 65 6 0" 13.7" 3.7 9.1" Vcap (ID) = 233 50 72 4 7" 12 4" 7 9 1" HOLLOW CONC BLOCK 114"x1- 1 /4'BASED 3 39 1 12.6" 8 87 8 87 5 5.2" 1/4"4718" EMBED . . 39 1 16 0' 1 12.3" 3 3044" . .7.8" ALL - POINTS SOLID -SET 4 45 1 14.7 1 107" 9 9 0" 6 6.8" LEAD SHIELD ANCHOR s 5 55 1 11.7" 8 8 7" 7 7 4" 5 5 5" Tcap 05) = 358 6 65 9 9 9" 7 7.4" 6 6 5" 4 4.9° Vcap OD) = 249 7 72 8 8 9" 6 6 7" b b 5" 4 4 9" 1 /4'x1 1I4'EMBED 3 39 1 112" 8 8.0" 7 71" 5 5.1" ELCO PANELMATE 4 45 9 9 7" 6 6 9" 6 6 2" 4 4.4" 55 7 7.9" 5 5.6" 5 5 0" 3 3.6" Tcap )lb) = 201.50 6 65 6 6.7" 4 4.8" 4 4 4" 3 3.7 Vcap (ID)= 19850 7 72 6 6.1" 4 4 3" 4 44" 3 3.2" 2.5" EDGE DISTANCE - • • S PANS UP V SPANS UP SPANS UP • • TO 550 fl TO 8.67 ft TO 10.67 ANCHOR LOAD CONN TYPE CONN TYPE CONN TYP (psi) 01 C2 C3 04 C1 C2 C3 C4 C1 C2 C3 C4 114' x 1314' EMBED 39 12.5" 16.0" 16.0 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 160" 111)"•136" ELCO TAPCON 49 12.5" 160` 16.0" 16.0" 12.5" 16.0" 11.6" 133" 12.5" 160" L 4" 104'" (ION 3320 PSI CONC) 58 12.5" 160" 16 0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 6".1034 Tap (b) = 483.00 72 • 12.5" 160" '136" 44.3" 12:5-16.7 8:7 "165" 12:5" 96•" '860"• 1045"' 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 6.0" 10.3" 12.5" 16.0" 6.6" 10.3" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0^ 152' 15.0" 12.5" 16.0" 10.6" 12.1 ,,4 160' 16.0" 16.0" 16.0' pat 11.6" 12.5" 16.0" 7.5" 9.5" LEAD BHepl D ANCFI�t * 5 J 12 16.7 15.7 16. 4Qy 16.7 (7 9.9" 12.5" 16.7 7.? 9.2` Temp (b) a 428 72 .5" 16.0' 11.5' 12.7" 125" 18.0" 7.1" 92' 125" 16.0' 7.? 92' Vag (b) • 429 130 12.r 16.7 7.1" 9.2" 125" 16.7 7.1' 92' 12.6" 16.0" 7.1' 9.2" *war EM9EO 39 12.5" 16.7 16.7 1110` 12.5" 16.0" 1 15.r 12r 16.0" 9.2" 126" ELCO PANELMATE 49 126" 16.7 16.7 16.0" 121 18.0' 6.9" 124' 12.5" 16.7 6.5" 9.9' OM 3350 P81 CONC) s 58 125" 16.0" 14.9" 16.0" 125" 16.7 8.9" 10.4' 125" 16.7 82" 9.6" Tamp (b). 3720) 72 121 187 10.0" 13.3' 125' 18.7 62' 8.6" 125" 18.7 62' 9.6" Veep (b). 585.00 130 12.5" 16.7 6.2" 9.6" 12.5" 16.0" 62' 9.6" 12.5" 16.7 622" 9.8" EXIST. STRUCT. CONCRETE Xnt Mt is .. I • •••• •313NON OO 2.0" EDGE DISTANCE SPANS UP TO SPANS UP T' 5.50 ft 8.67 ft ANCHOR LOAD CONN TYPE CONN TYPE (psf) C7 0.8 C7 C8 1 /4' x 1.3/4' EMBED 39 16.0" 15.3" 13.6" 9 7" ELCOTAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 1 10.8" 6.9" TMSp(b) =388.40 65 2.9" 9.7 85" 6.0" Vemp (5) =380.00 72 . 8.3" 8.5" 6.0" 1/4"x718" BASED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 8.3" LEN) SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Top (b) . 428 65 14.4" 102' 9.5" 6.7" Vow M. 429 72 13.7 9.2" 9.5" 6.7" 1M".2" £D 39 ' 16.7 11.97,, 10.3• 7.4" ELCO PANELMATE 45 14.1' 10.1' 8.9' - 64" (MN 3350 P81 CONC) * 'S 11.5' 82" 7.3" 5.2 Temp 98). 297.80 65 9.7" 7.7 84' 4.6" Vcap (b) • 282.50 72 8.8' 6.3" 6.4" 4.6" EXIST. STRUCT. CONCRETE Mt is .. I • •••• •313NON OO • • • • • • 2.6` EDGE DIST. • • • • • • SPANS UP TO SPANS UP TO • • • 5.505 8.6751 ANCHOR LOAD CONN TYPE CONN TYPE (pelf) C5 06 05 C6 1/4x 148 39 16.0" 16.0" 16,0" 16.0" ELF 7�+ct7 • • • 45 16.0" 16.0" 11.4" 16.0' (LI _ a)PSUIOrv0 • • 65 • 142 16.0 6 0 16 114•117/8^ EMBED '' . 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0' LEAD SHIELD ANCHOR * 55 18.0" 16.7 6.6" 16.0" Top (b) Ix 428 65 126" 16.7 5.3" 16.0" Vow (®). 429 72 9.8" 16.0" 5.3' 16.0" V.4" A r EMBED 3 16.• 16.0" 12.8" 16.7 ELF PANELMATE 45 " 16.0" 16.7 8.8" 18.7 IM PI 3350P81 CONIC) )7 55 167 16.7 5.8" 16.7 Top (lb)* 372.00 65 11.0" 16.7 4.5" 16.7 *bp (b) • 585.00 72 8.5" 16.0" 4.6" 16.0" 000M Mt is .. I • •••• •313NON OO 1N ^x1.1/4 "EMBED 39 12.5" 160" 16.7 15.8" 12.5" 15.5" 7.8" 9.9" 12.5" 12.6" 5.4" 7.9" ELCO TAPCON 49 12.5" 160" 127" 12 5" 6.25` 12.3" 5.2' 7 7" 6 25" 10.0" 3.8" 67 58 12 5" 16 0" 8 7" 10 5" 625' 10.4` 4.0" 6 5" 6.25" 9.7" 3.6" 6.0" Tcap OD) = 218 00 72 12 5" 13 2" 5 9" 8 3" 6 25" 9 7" 3 6" 6.0" 6.25" 9 7" 3 6" 6 0" V ®p 95) = 398 00 130 6.25" 9 7" 3 6" 6 0" 625" 9.7" 3 6" 6.0" 6.25" 9 7" 3 6" 6 Cr 114`x718" EMBED 39 12 5" 16 0" 16 0" 16.0" 12.5" 16.0" 12.7" 10.3" 12 5" 16 0" 8 8" 8 3" ALL - POINTS SOLID.SET 49 12.5" 16 0" 16 0" 13.1` 12.5" 16.0' 8.5" 8.2" 12 5" 16 0" 6.2" 6 6" LEAD SHIELD ANCHOR x 58 12.5" 160" 143" 11.0" 12.5" 160" 66" 69" 125" 159" 59" 64" Tcap PI= 358 72 12 5" 16 0" 9 6" 8 8" 12.5' 159" 5 9" 6 4" 12.5" 159" 5 9" 6 4" Vcap (lb). 249 130 125" 159" 59" 64" 12.5" 15.9" 5.9" 64" 12.5" 159" 5.9" 64" 1/4" x 1.1/4" EMBED 39 12.5" 16 0" 16 0" 12.7 12.5" 14.5" 7.3" 7.7" 625" 11.8" 5.1" 6.2" ELCO PANELMATE 49 12 5" 16 0" 11 9" 9 7" 6.25" 11.6" 4 9" 6.0" 6 25" 9 4" 3 6" 4 9" i 58 12.5" 15 4" 8 2" 8 1" 6.25" 9.8" 3 8" 5.1" 625" 9 1" 3 4" 4.7' Trap (IL) = 204 75 72 6 25" 12 4" 5 5" 6 5" 625" 9.1" 3 4" 4 7" 625" 9 1" 3.4" 4 7' Vcap (ID) = 233 50 130 6 25" 5 1" 3 4" 4 7" 6 25" 9 1" 3 4" 4.7" 6.25" 9.1" 3.4" 4 7" HOLLOW GUM.. 11LUUK 0.75" EDGE DISTANCE 1/4'x2 "THREAD 39 12.5" 160" 160" 7.5" 12.5 16.0" 12.8" 4.8" 12.5" 16.0" 89" 39" PENETR LAG SCREW 49 12.5" 16 0" 16 0" 6.0" 12.5 16.0" 8.6" 3.8" 12.5° 16 0" 6 3" 3.1" 58 12.5" 16 0" 14 4" 5.1" 12.5" 16.0" 6.6" 3.2" 12 5" 16.0" 6.0' Tcap (ID) = 359.53 72 12.5" 160" 9 6" 4.1" 12.5" 16.0" 6.0" 12.5" 16.0" 6 0" Vcap (151= 82.97 130 12.5" 16 0" 6.0- gm 12.5" 16.0" 6.0" 12.5" 16 0" 6 0" 014 a 1 - 1/2' THREAD 39 12.5" 16 0" 16.0` 7.7" 12.5" 16.0" 8.3" 4.8` 12.5" 13.5" 5 8" 3.9" PENETR WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 625" 10.7" 4.1" 3.1" • 58 12.5" 16 0" 9 3" • 5.1" 625' 11.2" 4.3" 3.2" 6.25" 10.4" 3 9" Imp OW= 234.00 72 12.5^ 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 6.25" 10 4" 3.9" Vcap (IN) = 96.74 130 6.25" 10.4' 3 9" un 625' 10.4" 3.9" 6.25" 10 4" 3.9" 7A6` a 5/8' EMBED 39 12.5" 15.0" 16 0" 13.0" 12.5` 16.0" 8.3" 8.1" 125" 13 4" 5 7" 6.6" BRASS BUSHING a 49 12.5" 160" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 52' 114.20 SCREW * 58 12.5" 16.0" 97 8.7' 625' 11.1" 4.3" 5.4" 625" 10.3" 3.8" 5.0- Tcap 9W= 231.50 72 12.5" 14.0" 5.7 6.9" 625" 10.3" 3.8" 5.7 625" 10 3" 3.8" 5.0" Vcap 05) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" 000M 0.75" EDGE DISTANCE 1/4'x2 "THREAD 39 12.5" 160" 160" 7.5" 12.5 16.0" 12.8" 4.8" 12.5" 16.0" 89" 39" PENETR LAG SCREW 49 12.5" 16 0" 16 0" 6.0" 12.5 16.0" 8.6" 3.8" 12.5° 16 0" 6 3" 3.1" 58 12.5" 16 0" 14 4" 5.1" 12.5" 16.0" 6.6" 3.2" 12 5" 16.0" 6.0' Tcap (ID) = 359.53 72 12.5" 160" 9 6" 4.1" 12.5" 16.0" 6.0" 12.5" 16.0" 6 0" Vcap (151= 82.97 130 12.5" 16 0" 6.0- gm 12.5" 16.0" 6.0" 12.5" 16 0" 6 0" 014 a 1 - 1/2' THREAD 39 12.5" 16 0" 16.0` 7.7" 12.5" 16.0" 8.3" 4.8` 12.5" 13.5" 5 8" 3.9" PENETR WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 625" 10.7" 4.1" 3.1" • 58 12.5" 16 0" 9 3" • 5.1" 625' 11.2" 4.3" 3.2" 6.25" 10.4" 3 9" Imp OW= 234.00 72 12.5^ 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 6.25" 10 4" 3.9" Vcap (IN) = 96.74 130 6.25" 10.4' 3 9" un 625' 10.4" 3.9" 6.25" 10 4" 3.9" 7A6` a 5/8' EMBED 39 12.5" 15.0" 16 0" 13.0" 12.5` 16.0" 8.3" 8.1" 125" 13 4" 5 7" 6.6" BRASS BUSHING a 49 12.5" 160" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 52' 114.20 SCREW * 58 12.5" 16.0" 97 8.7' 625' 11.1" 4.3" 5.4" 625" 10.3" 3.8" 5.0- Tcap 9W= 231.50 72 12.5" 14.0" 5.7 6.9" 625" 10.3" 3.8" 5.7 625" 10 3" 3.8" 5.0" Vcap 05) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" 000M 4NC�OR SPACING SCHEDULE • • • • • • ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE POR DETERMNING ANCHOR BPACNG ONLY. ALLOWABLE STORM PANEL 5.435 FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN M MAX ALLOWABLE SPAN SCHEDULE (TABLE TI') 0. ENTER ANCHOR SCI.EDULE BASED ON 1145 EXISTING STRUCTURE MATERIAL ANCHOR TYPE. SELECT DE5)0N 0451 GREATER THAN OR 501444, TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR 00044, TO SHUTTER SPAN. H SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITI0N (SEE MOUNTING DETA)L5 O: S"4EETS 2 3 FOR IDENTIF)CA710N OF 001154001108 TYPE) 4 . ANCHORS SHALL BE N5T4LLED 04 ACCORDANCE WITH MANUFACTURERS' RECOI PIENDATIONS 5. W'1E1� EXISTING 51x:TURE IS WOOD FRAMING, EXISTING COND0N5 MAY VARY FIELD VERIFY T1.T1.141" 4 = 8 4.57 5NER5 412E INTO ADEGU419 WOOD FRAYING MEMBERS. NOT PLTWGOD FASTENING 70 PLYWOOD IS ACCEPTABLE ONLY FOR 512E CLOSURE PIECE5 • ••• • • •• • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• 4 • • • i • .. / FRANC L. 00104WD0 PE ..6004654S 03 1 U Z W J Z 0 J W W ('1 C1 w Q Q Iv Q 0_ S u_ Q LL lk R n 11 ~ n w c4 W H- REVISIONS rd11• coTS•11x DUG ". SHEET: 4 OF 4 • • • • •• Atyr;OR %PAGING SCHEDULE • • • • • 41 ('90t*H"0 VALL "1'1O111NT ) 0 0 1/4" x 2" THREAD PENETR LAG SCREW Tcap (lb) = 359.53 39 45 55 65 Vcap (ID) = 82.97 72 814 x 1-1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Veep (15) = 96.74 72 7/18` x 5/8" EMBED BRASS BUSHING E 1/4-20 SCREW Tcap (lb) = 231 50 Vcap (lb) = 232.50 39 45 * 55 65 72 0.75" EDGE 16.0" 16.0" 160` 16.0" 16.0" 16.7 106" 16.0" 82" 160" 16 0" 16.0" 11.8" 69" 5.3" 16.0" 16.7 16.0" 157" 14.2" 16.0" 16.0" 11.7" 6 8" 5 3" 16.0" 16.0" 16.0" 15.5" 14.0" DISTANCE 12.4' 8 5" 5 6' 4 4" 4 4' 160" 160" 16 0` 160" 16 0" 8.1" 160" 5.5" 14 4" 3.6" 11 8" IN 10 4` 104" 8.0" 16.0 5.5' 14 2" 3.6" 117" MI 10.3" 10.3 � ANCHOR SPACING SCHEDULE (iN51UE MOUNT PANELS, TRAP MOUNT) 1/4" x2' THREAD PENETR LAG SCREW Tcap (ID) = 359 53 Vcap (15) = 82.97 014 x 1.12" THREAD PENETR WOOD SCREW Tcap (lb). 234.00 Vcap (D) = 96.74 7/16 x 5)8" EMBED BRASS BUSHING 8 1/4.20 SCREW Tcap (1b) = 231.50 Vcap (151= 232.50 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 57" 4 6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 62' 5 4` 4.4` 3.7" 3,3" 13.0 11.2" 9.7 7.8" 7.0" 92" 8.0" 6.5" 5.5" 5.0" 48 " 4.2" 4 1' 3.6" 34" 4.9" 4.2" 3.4" 3.0" 3.7 8.2" 7.1" 5.8" 5.1" 5 1" 5.8" 5.1" 4.1" 3.7" 3 7" 6. IL WERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED N CENTER OF NOMN4L 7' X 4 011N.) WOOD SrJ (r.' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE .5c,„7„,,,,,, PINE' G.055 0R GREATER DENSITY. L46 SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HE40. 1 1 DEW-044 REMO. ABLE 04CW0/4 . ILIACI ARC I 5T 0OUIRED FOR DIRECT MOUNT IN4LL4TION5 NO 5. M4CWINE SCREWS SHALL HAVE MNPNM OF 1 1' ENGAGEMENT OF 14804D5 N BASE ANCHOR AND M4T 144VE EITHER A PAN HEAD. 18055 HEAD. OR WAFER HEAD (SIDEWALK BOLT) 914.0. 9 MNV'WT1 EMBEDMENT 4ND EDGE 0,514 00 EXCLUDES 5TUCC0 OR OTHER WALL FIN15NE5 3x ...„,,,347111""Untigtp.z. 10. DESIGNATES ANCHOR CO"pmoNb WHICH ARE NOT ACCEPTABLE FOR /150 INt8 Wadad& 87 t...;70...,..:e....zt 7: ,..., Jrp___,,,',,:ir-o_ .........,....), r.,..„.... Applwrtd rss agar ;Hag with the Florida Dm Project Address 1160 NE 91 Terrace Miami Shores, FL 33138- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $10.00. $5.00 $400.00 $12.00 $6.25 $436.25 Parcel Number 1132050010450 Block: Lot: VICTOR MARTINEZ 1160 NE 91 Terrace MIAMI SHORES FL 33138- Valuation: Total Sq Feet: $ 5,000.00 0 Contractor(s) HOMETOWN BUILDERS LLC Phone (786)586 -5921 Cell Phone Type of Work: WINDOWS/DOOR/SHUTTERS No of Openings: 15 Additional Info: IMPACT Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Friday, June 6, 2008 Expiration: 12 /03/2008 Phone Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due rit-41a14- PiUM 2 3 PA1D Applicant VICTOR MARTINEZ Available Inspections : June 06, 2008 Date Cell Inspection Type: Final Shutters Window Door Attachment Final Shutter Attachment 1 Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official • • • • Dear Mr. Building Official: • ▪ • .. • • • • • •• • We are Dade County Notice of Acceptance holder for the 4,2gauge . n els • Sincerely, • • • • Victor V. Ci4z Enrique Revilla President or Vice - President • under number 02- 1120.02 • • ••• • . • This letter authorizes ,/ w et to. use.our 22ga. Panels under number 02- 1120.02 to be used at the fol1oving jab:, / /' ®,v9/ 7;4*4e; ,'//%. / /1- ' 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. •• • ••••••