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T e , l f ' $emu rt / y 1nt? -po seS. e td hi -e4 0./1 0 d-O ws are haLds wall be/le-Jeer) yara-9 e / l=1Qvr s lz e7 '5 fra rar on 9ar9e Side of 4H u ea ca e 0 � by r oes fa be - she1ic f /c 1 of pr"e s r.t ro e c? beezr/ r79 s visual /7I9 ec fiar�c PS / eof soils report) nod c rrn s;.der-et CLs pro vi ale rig "yew frn r& F W ♦ •1 ADVANCED STRUCTURAL ANAL YSJS & DESIGN Inc. P.O. BOX 30301 • PALM BEACH GARDENS. FL 33420 • PHONE (407) 624 -2400 • FAX (407) 545 -3710 Dade County Building Department July 14, 1999 Plan Review Section RE : Structural Inspections at Proposed Tumani Residence, 1077 N.E. 91 Terrace, Miami, Florida. Dear Sir or Madam: Please, be advised that this office has been retained to perform structural inspection of the following: 1. Reinforced masonry wall system. 2. Fibermesh / Steel Reinforced concrete slab shoring and reinforcement. This office intends to perform structural inspections per SFBC and will issue reports on individual inspections and a final certificate of compliance. Should you have any questions, please feel free to contact this office. Respectfully, Advanced Structural Analysis & Design, Inc. Assad Hejazi, Ph.D., P.E. President Florida Registered Professional Engineering License No. 35537 Florida Registered Special Inspector License No. 0673 Construction Industry Specialist (American Arbitration Association) ADVANCED STRUCTURAL 1 % \.' Ll•SIS & DES1c; Lii *** SYS PROFESSIONAL: STRESS - PROGRAMiNO 16.1: REV - 3.10F.F2 * ** * ''°. * * i* * *4 * * * * *1* * 4r * * •k * * * * * 4 F * * I * * * * * * * * ii * *.t * * * * * * * * * **1***** *2 * * * * * # * * 1 * * * * * . * I r , 1 1 ! I i 1 I i -- . r -- ` -._._? - * " *'* "- SYSTEPIS P SS'I014AL tPROGRAM 00 . ' 1681. 0; REV -='20 . F I * * * i 1 1. • ' T S INPUT C RATOR 2b c : ? .., 3p • 1 • .1.__.._._ .. _ .._.._.j....__. .._._. _ .... ............ ... '. .. ......I`_..._. .' - IHU2RI E PROOF REINF. CONCRETE FRAME ANALYSIS - I - A L TI NFORIiAT ZON PR SE TED I ROR IRE IEW PP20V'AL t p INTERPRETA ION r ' ' PLICAT4ON...BYr_. .A iECfIS. T': ERED .._EN.G.INEER.._. -. I ' IgHT ;BY SYSTEMS PROFESSIONAL, 1981 . • - - -�.._ .* C OPY _*_* 4..*_.*}.*..***_ * #. *- *. .i.... *. #. *_ *1* .t.*_ *. *i* _*. *f._*. *.,_#_* *4 *.� *_*. *. *4*..* * ; *. *. ** * *.* * * *. *_j. *.. *.jk..*.. *5t_.� TRUCTURE - ITOMAN$ RESIOEN�CE;- HURRIC E PROOF REINF. 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' 1; DEAD pOAD - - 3�tEf tBEI .- i� ... •- ----�.._ .1- - -- - -' - i _ : 4 FORCE Y l UN[FORM I :-A55 5 I 1 • TOMA'I I (RES I DENC PHONE (407) 624 -2400 FAX (407)545 -3710 P.O. BOX 30301 PALM BEACH GARDENS. FL 33420 y... 1 LOADING NO. 3 WIND .LOADS .4 . i LOADING N0. 2: LIFIE L01DS .MEMBER . LOADS - . . -- 4 FORCE Y UNIFORM ' -.030 5 . __..... ......._.....1....._.._r - -i/ 7 • I 4_ . .. . .........J.. _ . L l .MEMBER LOADS 4 FORCE Y.UNI FORM ' .023. • 5 FORCE Y. UNI- FORM - = - -. f 30 4 --__ ._�._...._..._._......._..._... . 4 JOINT LOADS .4 FORCE X '.06 6 FORCE x , . 096 LOADING NO. 4 DEAD + LIV)r LQADI - I � i JOB TV 1 -1 A 1 i SHEET NO CALCULATED BY CHECKED BY SCALE Kt 1N l-r 0 F 1 3 i I Y • DATE DATE 7! Z./ l tl 7t ADVANCED STRUCTURAL ANALYSIS & DESIGN hic. PHONE (4071624.2400 FAX (407)545 -3710 P.O. BOX 30301 PALM BEACH GARDENS. FL 33420 • COMBINE 1 1 40 2* 1.70 • LIVE_ WIND. LOAD COMBINE 1 1 05 2 1.27 3 1.27 • LOAD,-..N .,_.... - 6-- .. pEAt- �; WIND -. LOADS (AFL }........ . _,.. COM ] 90' 3' 1.30 ; ... _.....L...... _.... _.......- ........;.. • __.. __ ... $I -TRACE .. ,._..._. sbLV1E • PROBLEM 4 C0fiRE6TL S ECIIFIjEb. Ei2CL`TTI • N 0... RO'CEED. I STRU,CTCgRE i- TOMANIT REIID,EN - HL!7RRICA'IE PRObF :RETNF. I I I }O8 0 7: ZE + 1 ; 71E +00 4..24001 7 .bE ±f00. 1._..._ E 0_ j.. .._..1.._... ,._..._.. _ 108100;7.2E+0. I E +00 1 ' -4- -; -- -1-6.5 o$. +_.7, _& 1.._j ..._. E a . o + .....� j 5. 465 08; 7.2E +:01 . E +00 1 ;_ _ NITS - - N EFF 1r 1 0 0A0 IN4 Nt(. 11 P EA I D LIOA __ _. 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C NC�ET8 F _ E ?N - � I 1 ' � j � ` 7 / pct uv "' ; r __ 1 i i 1 1 1 .57 I — -.� t -.00 j-- � I — 4 _ 1 `— -.- - i 7 . .99 - .;5.7.. ._.. -- 4 ADN'ANC. ED STRUCTURAL ANALYSIS & DESIGN Inc. PHONE (407) 624-2400 FAX (407)545-3710 P.O. BOX 30301 PALM BEACH GARDENS, FL 33420 ' FREE 'JOINT ; D I S PLACEMEN'IS i I : I • ; JO I NT IX -12J S PLACEMENT Y - pisTI,AgEmpu 0 .0000 • , Hop]. . I. • -1- JOINT 1 0 LOAD I NG NO. 3 WIND LOAD S = ■- 4- M ki SHEET NO JOB — JOINT • 'X -DI sp LA '1 SPLA 4 5 . 6. - 0001 . I o•000[ --I • .0060 L.0002. 1 1 ; .0000 _ , (UNITS 'IN 'FEET AND • I ' 1!! ; -; MEMBER FORCES - ftt- CALCULATED BY A1,4 DATE CHECKED BY /A-14 DATE - / SCALE - 40003 ; .!ooci3 OF C ' ' 0 STRUCTURE - ! TOMANII RES I DENCE ' - ilURiR.I CANE; PROOF RE INF . ONGRETE FRAME 'AN 4 ' 1 (U I I N 1 FET ND K I P S ) ,' .4., _..I 4 i i ....; ....• 4 ,. . - I 7 ! • - - 1 I 6 *:). 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CONCRETE FRAME AN • .4 AIMANCED STRUCTURAL ANALYSIS & DESIGN Inc. - ' .11EMEiER4.......JOI.NT. -- AX IAL-.4FORCE : , SHEAR-- FOR:CE - MOMENT . - ..- • ' ------ . • . .. - A , 1 1 ' 1 ' ' - . 199 . ! : ..40; .74 . : , t99 ' ; si. i : - : h. - 1 1 - - .: - 2; 2 -28 . . ,. .i. .. : . ..Q1 5. .289 I f •-.001, . . ! .01 • . 6 . . .201 ' - . 0461 ■ : -.02 i I , • 1 1 . . : - . $3 5 : i .1141 : : i !-.i].54! ; ! 1 - --i - - - t.----.-} - -5 -- --- • - 5 - 4 .1- - - . 4 11 - 2' i p 1 . 1 . , . , ,. . 48 . 1 , , 1 , , 1 ; i , 1 4.- -1.. ..H._ . 02 .. ..i. .• 4 __ __,. ..._ _ 1 1 Ipkeyi.d_ta.. c.I.O.INT....OAD_S.,+_ - ....i.FR4E....4.0IWTS-4- ; -- 1 ; . r 1 , ■ i ; I 1 I I 4- izoll\vp _--t--FgRCE-.-X---- - i -.. ---- - -- MOMr,NT . - 2 f" 1 1 i . , , - , , 1 1 I o I . 1 , , , ----t- -1---- --5-4----1,-----.1- - 7 - 0 - 0 - 0 - •-..- --4 - 010 - 0 '.. - r 7 1 -o ..lio 1 4 --f • 4 - -, , • 1 i i -11--- .......QP Q ..... .. ,.:.. ...i... 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BOX 30301 PALM BEACH GARDENS, FL 33420 SCALE 4 .000 . 000 :00 .. ...._;--. ..., -. --Goa ._.. _. ..00G .....,...- .. _ . 1 00.... -_.; 6 ..000 .'000 . .00' R , APPLIED ' LOADS 'SUPPORT OI�TTS, i I JOINT X228 • FQRC;E Y :MOME.NT,....2.,._ . • _ _ FOR,•E ' .•937 ' - :71: 2.-- i - - . . : _ . . . - : 0 . 0 0 . . . . . . . . - .i- 1.,454 • _... ; ... ... p0: 3• ; ' -:221 . i i71:' 1 00 0 I ._ .328 1 I f 1 FRIE .JOINT pAI 11 t ISrL CE1EN'l�'S . i ...._ .....�.... I .' 1 JOINT 1 X- gISI?LAcEMENT, 'X- EIISF`LAOEMENTi OT TION : _.- .5.:___.. ;.... ,00.QO... } . . ..:-.a- 0..0.q.. .j..- J �J.00:0 1 :0003 I . ; 1 I .0006 . _1 -- 1 ._. 1•• 1. ...1. 1 .j.. ..; 0 STRUCTURE - TOMAN RESIbE1'CE ;- FURRIC .NE; PROOF REINF{. CONCRETE FRAME AN . (UNITS IN , FEET AND KIPS)' I I 0 LOADING N0. 7 5: DEAD ,+ L,IVE + .WI D LOAD (AC • • ; i I REACTIONS', APPLIED 'LOADS ' SUPPORT J01NTS! - . 1 ' I JOINT FORCE X FORCE X MOMENT Zt I I 1 - 007 • -. - 4 .1 2 - . 001 .•721 1 01; i I 3 -'.230 :447- ..:.... ............r_-1.; _1.0;.......} SUM 238 1.:617, 1 -FREE JOINT !DISPLACEMENTS . -t ......... ..1. - -- ; --- }M- EMBER S -- ' I M E: MB E; K ZTOI1iTT 1 AX T ALI CE ` "CE 1 1 . _ 00 _I ,7 r. - -• i -- 1 449 449 - 00} 7 -i -( •1 - -- -- -- I -• 77 ,1--- - .. ._.;. . I O.0- 5 1 i 721 - 00 ' f - -1. - _ I 01 , i ! _ 1: 3'0 7 - T . ) - - - 2 447 -- a- f ff c r t I 5 1 . 248 I i I I I i i 1 6.• _ = 8 ._ F...._.1_ .__ 1 - 3 8 7 - - -.4 -- 1-9.7 ._ ...;_ -- 4. -- -*- - -- gOPfENT :40 -.33 r Li) \'ANCEI) STRUCTURAL YSIS & DESIGN Inc. PHONE 14371 62 4 -2 400 FAX (407)545.3710 P.O. BOX 30301 PALM BEACH GARDENS. FL 33420 JOINT • X DI SPLACEMENT JOB Y DISPLACEMENT ROTATION - • ...00-00 ................ -: 0 0 0 -7 -.. ' 5 .0034 -.0004 .0003 i .� _._....1 .O. ©.5._..... 4009- L... - .'00 0 "STRUCTiUR - DEC : RESZNE - FURRICANE; PROOF REINF. CONCRETE FRAME .AN ( ■ ;UNITS T IN ;FEET AND KIPS) • ...0 - LOADING • NO:-: -6� -D - ;+ W-IN6- LOADS (fACI +J' _ -- . - - = - -1 _ - -� L I 1 MEMBER F RCE$ I , I . I • E[BE I - i _...__ -{"1 R . - .� .. �....SHE�1R' FORCE! t -- - - -- ; i 11 1 I ,. 1013 i 1 . I 094 i ... 4....., • - - - - - - + - - 4 - • - - - - . r - - • - - - . 1 1 : 9 " j . . . _- - 1013.. : , 2 1 ,.18 ...... ; ......._.•.10.2 6 -.10' 4.. ... ._.. ::0119...x.. 5 SUM. '3 , 1 1 -- - .. _ -I o j . : .._._1.148 1 I -1 14 6 - ........._. -'.019 I .10 !.__.. {.__. _ _., .._._ ... - 0 56.... �. .�......_... _.. ___._. + 9.8..$ _;._ AB PLIED.;.JOI.NT; - LOADS:,..... ••- FF EE 1 JOI-NT.S.... -_ .._ - - -- JOINT---- oRCE...X. :a - -F , ORC ' . .......... 'MOMENT. _ . Z .f . �_...._: 41 . Y ° _._ 1 001 I 1 --4 - 4 . - -- -- -� -_ - 0 0 I . __.. 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BOX 30301 PALM BEACH GARDENS, Ft. 33420 SCALE 2 1 .220 - : 2 2 0 3 1 -.199 i :199 • 4 1; .937 4. 7 • x.4.4 9 ... 4• -:449 . 6.- _..._ ...1; _ 4' - . 103 r _..._ MEMBER FORCES FOR MEMBER 1 LOADING: JOINIT ,AX TAL'FO CE !SHEAR FORCE . . - • ; - - Z - - - ; - . } . . . 2 4_ . . . . . F .. . ( . . . . . + _ . .00q ....._4 --- , , 5: I1 -,625 I I i...5:._.... .. - ,34.1... -... ...._. ; 284 ...........j.......! ......1. .001 I t I ---;'&01- , 4 2 I 1.454 ; I 000 5 ' 2' ' 721_ i I I . _ }Q9.1i. 1 1 04 • ..... _ _ .. 424 ._.... - LOADING JOINT 'AXIAL 'FORCE: 1 4. .. ,224 -. . 5 -.224 2 4 :12 5 -.122 3 . 4 - :141 5 .141 4 4 .522 5. - . - -..522 5 4 .212 5 . . . .. - :212 --- 6 4 .019 JOB SHEET NO -:053 :053 .140 �- -- i...=. .228 :.DA7 - .007 - J094 .�.. .40 8 I To m (f ► (Lc. . CALCULATED Br 41 DATE c CHECKED By A Id DATE Z f I 7 -.17 -.31' .74 .53 -1.34 .. ,:4 0... - ..33 :68 .17 • .00 } A0 . .01 . .._. -. .00 .00 01 .01 ..01 OF :MOMENT 4 I .31 31 i I it t T I . 71 I 1 ' X1.12 1P 2 • MOMENT I 13.4 1 , 57 y -.99 • : +1 .31 .223 i - . 54 I -:-::1-621, . , -- .. . - . 5 3 _-...154 ...;. .47 .'811 1.34 . . ,,95.0 i.. • .-2•.29 .401' . - - :'5-15'... .: '1.12 .103. -.17 ADVANCED STRUCTURAL [L \'Al. l'SIS & DESIGN 51 I 5 Pr -ZONE (4071624-2400 FAX (407)545 -3710 P.O. BOX 30301 PALM BEACH GARDENS. FL 33420 T r....S FO RC E ; ' LOADI:NO� I J INS'' • -- IkL FORCE ; HEAR 1 5: '2.24; 6 , - .224, . 348, 2 -- .. -.5- . - ;122 I ., , -... .Q 6 22• 4' 5 4- .1512, ....... . - - . 2 I f -.. ._ .6- - ...1 .......... .. ...� ' ... --t - �522� I .�48i 1 i i ..6 -4_.... -I . . 1.._'.2481........ 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BOX 30301 PALM BEACH GARDENS, FL 33420 SCALE PHONE (407) 624 - 2400 FAX (407)54 5 -3710 � - - 4 - - - -- .... � � ....T.._ a L._ .,... _, 4 � I .1 ' fi ' 1.... i ,_ 1 HIfL , AD VAN C E 1) ST R U CTU RA L AN.UYSIS & DESIGN I - 1 1(0 c 1 -.I-- -t 6' • • (a h — 3500 TH PHONE (407) 624-2400 FAX (407) 545-3710 P.O. BOX 30301 PALM BEACH GARDENS, FL 33420 JOB 1 Akj I SHEET NO 10 CALCULATED BY DATE CHECKED BY / V174- DATE . (2-/ SCALE -31/ :F1(3et • t - „ . i 4 • , ! •d r V . i-- I j1 ; (% 3 : -4-•• ( , ! 1 . -, - 9 Nk AK. ) , , . -t i 61 i , ; , • , „ ; P 1 1 , t 1 ; ! 1 - 1 .{ -I-- • ■ • ! , .. _4J i ; j)1 d f , I : 1 i 1 i 1 i - - I-- - - 4-- --; : 4. 1 4- . - 1 _ 4_ .. L.___I____ _. 1: 7 7, i / ci S ..i- _il z: ••• ; . _ It „2__4S' . „ . v 4 _ i. I. i. 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FL 33420 _L _. ..._:.___.� i 1 I I I L I- -{ 1 I. I j I , , - . ... _ _..I. ......I.._ . 4 4- t 1 1 JOB SHEET NO CALCULATED BY DATE CHECKED By DATE . 7 7( 1 'i SCALE I I y ._.. _.. __ _.._._. . -4 t A )v I I 1- 1 .. . i I -- 4 fi + r 4 4 f 4 i : H4 1 OF J S ADVANCED STRUCTURAL ANALYSIS & DESIGN Inc. _ CALCULATED BY DATE IV CHECKED BY A 1-3 - DATE - 7 ( ? ( 41 1 Pf 0Of E (407) 624 -2400 FAX (407) 545 -3710 P.G BOX 30301 PALM BEACH GARDENS. FL 33420 SCALE . EID6.GT. . IZeA(F . COMC,.. 1 !: P c s i c iiv c o, ._.. '/o;_... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - , . . . 1 , • . . o ... _..._.. ... _ _. , 1 t t 4-- I -, 1 ' 1o 73 I - 1-- . - -_.- - -- -. ._._4r =_:.__ _0,11.o_ 7.34._ 4.._.] _ _ . rt „ot - / -2-t , t- - -- . - -- - fi ___ i ._.� - -- � I I 1 1 p , ,i. -I I . Y I O..- `).S ( ...3.5v -)C 1 • 11;C t... / n L ,a.e . _ f . • . JOB Tvl� �►U i fL . 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I -_ *. .�. t t _ 61,-, I I � I ---L-----1---- t - 1 T I • � I JOB � � I To it4 I 1 SHEET NO 1 .S-- OF I S CALCULATED BY / DATE �+ CHECKED By 1 4 :4- DATE 7 ( 7 ( 1 1 • • M.- 7AMI -OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Therma -Tru Corporation 103 N lutzfcld Road Butler IN 46721 CONTRACTOR LICENSING SECTION (305) 3 FAX (305) 375.255 CONTRACTOR ENFORCF:JIF.NT SECTION (305) 375.2066 FAX (305) 375.290s Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375.291)2 FAX (305) 372.6339 Construction Series Flush Outswing Residential Insulated Steel Door - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate (Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure tl:is product or material at anytime from ajobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0311.01 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above Approved:03 /12/1999 Expires:12 /02/2002 Internet mail address: postnn:stern huildingendennline.cnm rancisco Quintana, R.A. Director 1 of 3 1.1iami -Dade County Building Codc Compliance Ora:: MIAMI-DADE COUNTY, FLORIDA METRO -OADE FLAGLER BUILDING BUILDING CODE CO\(I'LIANCF. OFFICE METRO -DADS FLAGLER BUILDING • 140 WEST FLAGLER STREET. SUITE 1603 \IIA \II, FLORIDA 331 30.1563 (305) 375.2')o) FAX (305) 375- 2' )1)) Humepu) e: h( (p: / /www.huildingcudeunline.eom Thcrma -Tru Corporation 2 of 3 ACCEPTANCE No.: 99:0311.01 APPROVED AUG 1 2 1999 EXPIRES : December 02. 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance 96- 0812.02, %vhich was issued on December 02, 1996. approves an outswing residential insulated steel door, as described in Section 2 of this Notice o: Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition fc: Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Construction Series Flush Outswing Residential Insulated Steel Door - •Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No: B0107 titled "3/0 x 6/8 Steel Outswing" Sheets 1 through 2 of 2, prepared by manufacture: dated 10 -28 -1996, revised on 5- 27 -99, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Produc: Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIQNS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawing. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 3.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the'South Florida Building Code (SF[3C) in order to properly evaluate the installation of this system. IS�4� 1 • <A..c. [shag I. Chanda, P.E. Product Control Examiner Product Control Division Thcrma -Tru Corporation ACCEPTANCE rNo.; 99 0311.01 AUG 1 2 •X999 APPROVED EXPIRES : Dcccmhcr 02. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer Rracticing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. E SL \ • L- , A-z, [shag 1. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 DESIGN PPESSURE RATING POSITIVE + 55.0 psf NEGATIVE - 65.6 psf REV 1 DESCRIPTION 1 DATE 8 C 0 14 13 REVISED OW6 PER 6CC9 PRODUCT CONTROL DIVISION 1-21-m REVISED SHEET 2. I 2 -3 -99 REVISED INSTALLATION VIEW & 6.0.M. . I 5 -II-m REVISED ITEMS I & 14. I 5 -27-m 20 3/16' X 2 3/4' TAFCN SCREV 10 12 1/2' STAPLES 12 11 20 :I0 X 23/4' SCREVS AS REDDI SEALANT 10 4' X 4' THERNA -TRU BRANO SELF-LOCATIN; HALES SECI,REO Y/4 :10 2 Tl' F YS (2 TIP - I CENTER MD DUTTON) AND 8 :I0 X 3/4' ='.S 9 1 KVIKSET E0 SERIES OFAO BOLT 8 1 I KVIKSET 200 SERIES LOX SET 7 1 1,411,9111M OITSYINi SILL V/ EWER SEAL 6 AS ROI DERMA-TRI1 ORA O CDMPRESSION WEATHERSTRIP 5 4 2 3 4 9/16' X 11/4' FIN ERJOINTED PINE JA)6S & HEADER KE ?J 1/8' X 1/2' FUR. COPFESION WEATHERSTRIP. 2 2 ASR 2 15/16' x 1 .I /4 "910 RAILS 11/4' X I11 /16' POE STILES FOLYLRETHAIE FOAM CORE. BASF ELASIEPCR P10160 -R RESIN/LAS lT'P(P. PI033 ISOCYANATE RI6I0 IAN* FOAM SYSTEM, SELF—ENE TO INSIDE FACES. MINIMUM DENSITY 1.9 L8S/UU. FT. STEEL COLO RILED MIN. 25 GA. (MIN. 0.019' TIC) COATING WEIGHT 0.102 UK /SF (TOTAL 80TH SICES); TIED STRENGTH: Fy = 26.900 psi. ITEM 667Y 1 CESCRIPTIOI 6' 6' 12' 43/4' 37 21/32' MAX 12' --1 12' — EXTERIOR UNIT INSTALLATION 80 19/32' MAX CONFIGURATION: X 36' DOOR DETAIL 79 9/32' BILL OF MATERIAL THERMA9TRU° CORPORATION t I1LE: 3/0 X 6/8 STEEL OUTSVING 0.s,: R.F. 10 -26 -96 TALL NONE cP YPC 80 �. 1 07 E 1 OF 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE Lys .�A t . 1915 BY 10.‘,. 1.C.L.. PRODUCT CONTROL DIV•S 'j' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. CI- 0; (1 of • HEAD /JAMB DETAIL 1I /4' INTERIOR 00 • TOP SECTION VIEW VIII NIIIUUIIIUIU0 2 X 10 COO BUCK -SILL /JAMB DETAIL 8 SIDE SECTION VIEW C 0 REVISED 0YG PER ECm PRODUCT CONTROL OIVISIGN 1 -21 -01 : 2 REVISED MASONRY SCREW 2 -3-99 REVISED SECTION VIEYS 5 -11 THERMAOTRU° CORPORATION MIL 3/0 X 6/8 STEEL OUTSYING bum Pr: arE: YALE: K ATUG 10.: • 'tv: 9&7: R.F. �_I0 -28 -9� NONE I 80107 1 E 1 2 OF 2 APPROVED AS COMPLYING V' TH THE SOUTH FLORIDA 8l10.DING CODE DATE h` .•nsk t t • 19A.. BY -151.51 t• L� 4ti�a PRODUCT CONTROL. DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO on rt • O • METRC - DE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St., Suite 1600 Cincinnati OH 45202 Your application for Product Approval of: Sectional Steel Garage Door 16' Wide under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Clopay Building Products Co. Drawing # 101300, sheet 1 & 2 with latest revision on 02/13/98 signed and sealed by M. W. Westerfield P.E. on 02/13/98. (For listing, see Section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 1222.02 Expires:03 /26/01 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/26/98 Internet mail address: postmaster @buildingcodeonline.com L . 0 . BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeoniine.com Clopav Corporation ACCEPTANCE NO: 97- 1222.02 1M DESCRIPTION: 2.0 USE: APPROVED : MAR 2 6 1998 EXPIRES : MAR 2 g 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a sectional door with maximum dimensions of 16' -2" wide x 6' -6" through 8' -0" high made out of steel, Drawing Quality Special Killed (ASTM A653), 38 ksi yield and galvanized coating of G60 (ASTM A525) and finished with baked on polyester coat. The door shall be constructed and reinforced as detailed in the approved Drawing No. 101300, Sheets land 2 This door is approved for a maximum design pressure of +46.6 PSF & -52.0 PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of Section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. -2- Candido Font, PE, Sr. Product Control Examiner Product Control Division Track Skin End Stile Center Stile End Hinge Center Hinge Horizontal Reinforcement j Shape Frequency 0.083" 24 GA Double 18 GA& 16 GA. 20 GA. Double 14 GA 18 GA 16 GA.0 6x2'/ One /Section Clopav Corporation ACCEPTANCE NO: 97- 1222.02 1M DESCRIPTION: 2.0 USE: APPROVED : MAR 2 6 1998 EXPIRES : MAR 2 g 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a sectional door with maximum dimensions of 16' -2" wide x 6' -6" through 8' -0" high made out of steel, Drawing Quality Special Killed (ASTM A653), 38 ksi yield and galvanized coating of G60 (ASTM A525) and finished with baked on polyester coat. The door shall be constructed and reinforced as detailed in the approved Drawing No. 101300, Sheets land 2 This door is approved for a maximum design pressure of +46.6 PSF & -52.0 PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of Section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. -2- Candido Font, PE, Sr. Product Control Examiner Product Control Division Clopav Corporation ACCEPTANCE NO: 97- 1222.02 1.0 INSTALLATION: 4.0 CONDITIONS OF USE: APPROVED :MAR 2 6 1998 EXPIRES :MAR 2 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS The door shall be installed as shown on Drawing No. 101300, Sheets land 2. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)5 of the South Florida Building Code. Installation of 2" x 6" wood jamb requires a'' V" x 3" lag screws and 1" 0 x 1 / thick washer @ 16" o.c. with a minimum embedment of 1 into SYP or better wood jambs or as detailed on Drawing No. 1013000, Sheet 2 of 2 on concrete blocks or concrete jambs. Installation of track requires a' / x 1 lag screws @ 14" o/c with a minimum embedment of 1 into SYP or better 2 x 6 wood jambs. Application for building permit shall be accompanied by duplicate prints of the approved Drawing No. 101300, Sheets Ito 3 bearing the approval stamp, Notice of Acceptance number, and date by the Dade County Product Control Section, along with computations prepared by a qualified Florida Professional Engineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the signature of the Architect or Engineer with the following statement: "The supporting structure has been designed for the forces shown on the approved manufacturer's drawing." Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved Drawing No. 101300, Sheets 1 to 2, bearing the approval stamp, Notice of Acceptance number, and date by the Dade County Product Control Section. Also, the Building Official must be satisfied that the proposed installation meets the use of Section 2 above. -2a- Candido Font, PE, Sr. Product Control Examiner Product Control Division Clopav Corporation ACCEPTANCE NO: 97- 1222.02 3.0 LIMITATIONS: APPROVED :MAR 2 6 1998 EXPIRES : MAR 2 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacture's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 38,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Reports Test Date Signature HETI 95 -408 PA 201 & 203 01/25/95 HM Medina, PE HETI 95 -407 PA 202 01/24/95 HM Medina, PE HETI 95 -407F •S.F.B.C. 3603.2 01/25/95 HM Medina, PE HETI 95 -T59 ASTM E -8 02/06/95 HM Medina, PE Drawing Number Last Revision Signature Clopay #101300 02/13/98 MW Westerfield, PE -2b- ". • " 1 . Candido 2b- Candido Font, PE, Sr. Product Control Examiner Product Control Division Clooav Corporation ACCEPTANCE NO : 97- 1222.02 APPROVED : MAR 2 6 200.1 EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS l • Renewal of this Acceptance (approval) shatl be considered after a renewal application has been filed and the orininal 1. submitted documentation. including test supporting data. engineering documents. are no older than eight (S) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city. state and the followi statement: •'Dade County_ Product Control Approved ", or as specifically stated in the specific conditions of this . .Acceptance. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the od not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, inc tiding the corned' installation, of the product: d) The engineer. who originally prepared, signed and sealed the required documentation .nit, a!!',' submitted :s no practicing- the engineering professions. Anv revision or change in the materials, use. and/or manufacture of the product or process shall automatically be - aus-• termination of this Acceptance. unless prior written approval has been reaues :ed (through :he riling of a revision 'p_iiC:: with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product. for saies, advertising or any other - purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date ma'. be displayed in adverising literature. If any portion of the Notice of Acceptance is displayed. then it shall be done ire its entirety. .A copy of this .Acceptance as well as approved drawings and other documents. where it applies. shall be provided :ne user by the manufacturer or its distributors and shall oe available for inspection at the loo Si at ti:. i need ll times. e engineer not reseal the copies. Failure to comply with any Sec :ion of this A cceptance seal: be cause or ` -tinatio- and removal of Acceptance. . This Acceptance contains pages 1. 2 , 2 (a) through (b) and this last page 3. Items 10. 11 & 12 listed beio«• only apply to glazed products Unless specifically indicated in the Acceptance (approval). this unit is approved as - insial!ation of this unit, a separate Acceptance for mullions is required from the Product Control Section The spacing of fa_._.._rs at : indowsiils shall be as indicated in Sec:ion 4 this i fasteners in al! c_- -a-t � -` . ,� _...__ of . _ '�ouce e. =.c_ep ;once. The •�_ o: s cf the frame shall be space °` as indicated to Section ' of this Notice of �,a� exceed 24" on ce,,._ —:,, First fastener Acceptance. out in no _,. . .,,. -.c� �o case -� The first fastener shall be located a maximum of 6 from e cc and - uilion cr stiie Fastener shall :u' .._:-at_ „ e buck. w al: - n. ��� sat _. __ � - o;: - �•., � _. •�� __ ._�. _ __ ..._ _ ..._ _ ,__.__ ,....._ � •� .rood _r : -._.ds or ^ ...._.:_ ins s-.a __ used ancnorina. Hardware f a il . :-a0•. and doors shalt conio ;^. ._ __,.r and Forced- - ' -- Florida Bu idin^ dd_ __ _... • END OF THIS ACHEPTa \!_.: MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whethe /herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor C Location and legal description of lot to be built on: Lot Block Subdivisii n Street and Number where work is to be done /O L�. ` ��' � • Ii 7, • State work to be done and purpose of building (by floors) 36' 7'c - S�.:.. Pr 1-:-/V ✓r v Disapproved Date (Signed) - -•--- G - -- - •- -...... � ..L..�� Building Inspector Date y CJ6 Y/l J ! / . , 1,9�( 6 No / 9 / 1 Stree .C.> 1 ry Z._. s2 / Ncw Building Remodeling Addition Repairs.. .f °-?. 06 No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ �!_1_: Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon rctors, on work to be performed under this permit, as axe licensed by Miami Shores Village. ( Remarks.----- _--- -- -- _ -- - -- (Signed) 'l e t� z and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true., l Permit No 2 Date ....,� _ // L� � Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address / 2 y 44,w e u Registered Architect and /or Engineer. -- - -- tX-4 e,o )1r41 r / Name and address of licensed contractor Lo ti a d leg description of lot to be built on: Lo T) r 1/ Block 6 „.4; e 3 7 MIAMI SHORES VILLAGE P7 y_25 BUILDING INSPECTION DEPARTMENT Street and Number where work is to be done / 1 " s /" !L State work to be done and purpose of building (by floors) -a 4 New Building ` Remodeling 40 To be constructed of C . .S Kind of foundation Estimated Total cost of improvements $ 5 Subdivision Date , No. /4 Street F ev -etir.e_,C,,, Notary Public, State of Florida and for no other purpose. Addition Repairs No. of Stories 1 Roof Covering 04 7 . O Amount of Pergd $ Zone cubage required Plan Cubage l �'f 7 Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 'Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance froi 11 contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted r ' spe on on n 9 site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su con actor' work to be performed under this permit, as are licensed by Miami Shores Village. / /r /� Remarks ( Signed) _ _ � ll� 1 � i ' -( e/' STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member . _ . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. &Ai a•& 4 0 /7A" ) f 1f ��• �� ( ( /ad - 29 5 , 3 Fl/ Owner's Name and Address .- . ....... . be sent to MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor../ Location and legal description of lot to be built on: Lot .. Block / Subdivision -_w. `_.' - ..... Street and Number where work is to be done State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ . -2L' Amount of Permit $ t- Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed); • Date r° , 19 No Street 7 STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says Shat he is the. of the above described construction, that he has carefully read the fpregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No—L:4_2113 ' 2 Z `f ` ` U Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) ` .. Notary Public, State of Florida Building Inspector My Commission Expires PLANNI"G BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building MIAMI SHORES VILLAGE. FLORIDA - DATE 6 G:ontrctor`s License No ❑ PERMIT N? 8 2 CONTRACTOR OR BUILDER BY Work to be perf o d tinder this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipm herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be drawings, statements or specifications that may have been submitted to and approved by the proper municipal authoriti time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A furt granted is the understanding that the contractor or builder named above assumes the responsibility for a thorouglf"knowle pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and-sh done by his agents, servants or employees. i �... Signed: t 4 INSPECTOR BY t or evice described in the application erformed in compliance with any plans, . This Permit may be revoked at any r condition upon which this permit is e of the ordinances and regulations he assumes responsibility for work AUTHORITY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami In accepting this permit I assume responsibility for all work done by either, myself, my aggrlf, servant or employee. and regulations Shores Village. ha ill ii ; ! r,3. 1 0- Ir,r.... fof +f /r`e", A 0/".0 fi %• n Lot ! ' C ! t 1 ,, , ., ` / I Bl. t Subdi- vision 1 l r C + f / 0. 7 4 t • �' f,- / - _ / ,•,r �/' Sq. Ft Amt, of Permit $ , : Value of Projec $ ,_' ' BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building MIAMI SHORES VILLAGE. FLORIDA - DATE 6 G:ontrctor`s License No ❑ PERMIT N? 8 2 CONTRACTOR OR BUILDER BY Work to be perf o d tinder this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipm herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be drawings, statements or specifications that may have been submitted to and approved by the proper municipal authoriti time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A furt granted is the understanding that the contractor or builder named above assumes the responsibility for a thorouglf"knowle pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and-sh done by his agents, servants or employees. i �... Signed: t 4 INSPECTOR BY t or evice described in the application erformed in compliance with any plans, . This Permit may be revoked at any r condition upon which this permit is e of the ordinances and regulations he assumes responsibility for work AUTHORITY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami In accepting this permit I assume responsibility for all work done by either, myself, my aggrlf, servant or employee. and regulations Shores Village. MODELS 83, 84A, 87, 93, 94, 97 i 0 0 0 LOCATION OF OPTIONAL VENTS AREA OF VENTS NOT TO EXCEED 60 5O. INCHES BETWEEN STILES = w _ 0 0 II _ 0 tal z z w a 0 INSTALLER MODEL 93 94, 97 RETAIL MODEL '83 84A, 87 DESCRIPTION WOODGRAIN TEXTURE, RAISED PANEL. CALV. INTER. STILES WOODGRAIN TEXTURE, RAISED PANEL, PAINTED /CALV. INTER. STILES NOTE; DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1" = 18" HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) O ti ---- DOOR COUNTERBALANCE SYSTEM tr r� 11 �I I1 I 1 1I 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. 76" (7'6 "H & 8'0 "H DOORS ONLY) TRACK CONFIGURATION 63" SCALE 1" = 36" 50" 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" 38" TYP. 2-1/2"x12 GA. CALV. STEEL TRACK CUPS. 10" DISTANCE FROM BOTTOM OF VERTICAL TRACK TO EACH CLIP IS: 3-1/2", 10 ", 24 ", 38 ", 50 ", 63 " AND 76" (7'6"H & 8'0"H DOORS ONLY) ONE 5/16 "x1 -5/8" LAG SCREW PER TRACK CLIP. 24" DOOR HEIGHT 6' -6" „ 70" 7' -0" 7' -6" 8 -0 76" 82" 88" 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG -L -LOC SYSTEM. A OPTIONAL OUTSIDE KEYED LOCK POSITION VIEW "C" VIEW "B" PAGE 1 OF 2 16 GA. PAINTED ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM & CI:NTER). LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO STE:. 3603.2 REGARGING GARAGE DOORS WU'H 5/8" MIN. ENGACE.;ENT. DOOR TESTED FOR FORCED ENTRY N! 'H BOTH OUTSIDE KE'i ED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK ON NEXT r':3E). 24 GA. DOSK STEEL (M N. YIELD STRENGTH: 38 KSI) EXTE IDR SKIN WITH G -60 GALVANIZING, BAKI_.: - ON PRIMER AND A BAKED -ON POLYEST ': PAINTED TOP COAT APPLIED TO BOTH S'DEES OF STEEL SKIN. (ASTM No. A653). #14x5/8" SHEET METAL SCR'':!; SHIP LAP JOINTS. 1/4 "x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE SCALE 1" = 9" SCALE 1" = 9" VIEW "B' VI W "C" DESIGN ENGINE_ MARK W. WESTI:2FIELD, P.E. FLORIDA REGIS'F'ATION No. 48495 Building Products Com•an'' TETE SUPPORTING STRUCTURE HAS BEEN DESIGNED FOR THE FORCES ON THE APPROVED MANUFACTURER'S DRAWING. : TOLERANCES Unless Stated Otherwise il op a y I 2 THICK REV 2 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) SCALE 1" = 9" DESIGN LOA S: +46.6 P.S.F. & -52.0 P.S.F. TEST LOADS: 0.0 P.S.F. & -78.0 P.S.F, .00 = 1.03 .000 = 1.015 .0000 = ±.007 Degrees = ±1/2' Clopay Corporation MI Rights Reserved. The arrangements depicted herein are the sole property of the Clopay Corporation and may not be reproduced in any form without it's • written permission. DATE 3/27/95 11/3/97 2/13/98 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES w/(4) #14x5/8" SHEET METAL AND (4) 1/4"x3/4" SELF TAPPING SCREWS. (SEE VIEW "8 ") SCALE. DATE. CHECKED BY NOTED 2/15/95 DRAWN 13T. MWW VIEW "0" 6" TALL C- CHANNEL 16 GA. GALV. STEEL B REFIT DWG TO 2 PAGES 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4 "x1/2" BOLTS AND NUTS PER BRACKET. DESCRIPTION ADDED JAMB DWG & CHART TO PAGE 4 DQSK; VENT AREA; TRACK NOTE TO PG. 1 2 -1/2" --1 1--- 5/8" (TYP.) ONE 6" TALL .C- CHANNEL PER DOOR SECTION. (SEE VIEW "0 ") • C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4 "x3/4" SELF TAPPING SCREW. 1-1/4" WIDE . x 16 GA. GALV. STRAP. (7) PER DOOR SECTION, EXCEPT (8) STRAPS ON 2ND SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). APPROVED °.S COMPLYING W'TH THE SOUFH FLORIDA BUILDING CODE DATE - 199 PAGE. 1 OF 2 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO G M" 1 222. D Z DRAWING NUMBER. 101300 MAX. SIZE 16'2 "W x 8'0 "H DESCRIPTION. DOUBLE CAR HURRICANE PAN DOOR REV. 3 BUILDING TYPE ` FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB I.;AXIMUM ON CENTER ['STANCE EETWEEN . FASTENERS STEEL WASHERS REQUIRED? WOOD FRAME 1 2" x 3" EMBED LAG SCREW (ASTM A307, GRADE A) 6 1 .i " YES BLOCK WALL OR CONCRETE " 1/4" x 1 - 3/4" MIN. EMBED TAPCON CONCRETE ANCHOR 9 i 1" YES BLOCK WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL —STUD EXPANSION ANCHOR (7400 SERIES) 5 19" NO BLOCK WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES) 6 1:. _ NO MODELS 83. 84A. 87. 93. 94. 97 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT PAGE 2 OF 2 REV 1 2 3 DATE ADDED JAMB DWG & CHART TO PAGE 4 REFIT DWG TO 2 PAGES REV. JAMB ATTACH. FASTENERS ON PG. 2 3/27/95 1 1/3/97 2/13/98 DESCRIPTION NOTES; 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & —4,992 LB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE # OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fp ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. MAX. O.C. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 ", EXCLUDING STUCCO THICKNESS. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 1" DOOR OVERLAP (EACH SIDE) 2x6 WOOD JAMB SEE "JAMB PREPARATION NOTE" ABOVE 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD JAMB WITH 5/16 "x1 - 5/8" LAG SCREWS NOT TO EXCEED 14" O.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK CLIPS. TRACK ATTACHED TO EACH CLIP WITH TWO 1/4"x5/8" BOLTS & NUTS. EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE 7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER Hli•.GE ON ROLLER SHAFT FOR FASTENED TO INTER. STILES W /(4) UNRESTRICTED OPERATION. EACH #14x5/8" SHEET METAL S :TREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. LONG STEM, 10 BALL STEEL ROLLER. END OF ROLLER STEM THREADED FOR 7/16" NUT. (/� 4,; ? / JAMB CONFIGURATION SCALE 1" = 9" 20 GA. GALV. STEEL INTER. STILE ?,/ice, a MO Ell Building Products Coma r HORIZONTAL JAMB (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB /— 2x6 VERTICAL JAMB DESII;N ENGINEER MARS W. WESTERFIELD, P.E. FLOF.OA REGISTRATION No. 48495 OUTSIDE KEYED HANDLE INTER. STILE OUTSIDE HANDLE INTER. STILE ALL MCUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR '1ARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPL: :D WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON LOCK BAR LOCKING EACH SIDE CONFORMS TO SFBC 3603.2 OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 JAMB r REPARATION NOTE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW PINE W000 JAMBS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO 7'0" HII ;I-1 AND (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH). THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPRO\i D BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURREt T BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING OR AS SHOWN ON PACE 4 OF THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT r : �.� 19gg BY (� PRODUCT 1 ROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. — Izzz 6 ? Y TOLERANCES Unless Stated Other,ise .00 = 1.03 .000 = 1.015 .0000 = ±.007 Degrees = ±1/Z Clopay Corporation All Rights Reserved. The arrangements depicted herein are the sole property of the Clopay Corporation and may not be reproduced in any form without it's written permission. SCALE. NOTED DATE, 2/15/95 DRAWN BY MWW CHECKED BY. PAGE. NAX. SIZE 2 OF 2 16'2 "W x 8'0 "H DESCRIPTION. DOUBLE CAR HURRICANE PAN DOOR B DRAWING NUMBER. 101300 REV. 3