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102 NE 94 St (12)Date g" 69 /IJob Address Lega Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / Lessee / Tenant AiledgAT-Ala it) E ? ' Sig at offowner Date: �/a 6 or Condo President Notary as to Owner and /or Condo President My Commission Expires: Competency # Ins.Co. Tax Folio Master Permit # Phone 7 �/ NOTARY "r TOTAL Owner's Address Contracting Co. Address Qualifier SS# - - Phone State # Municipal # Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION az2 � ; /' " " IA)/ /4 /,/, V i c t - 0 _ a / 1 9 0 , 9 e_ G I - 1 l i 4 / )g7e,Q 3 w , a ow 4 a06 Square Ft. Estimated Cost(value) ' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in complia e with all applicable laws regulating construction an zoning. Furthermore, I authoriz /the abo a -named contractor to do the work stated. Al Signature of Contractor or Owner- Builder Date: ac4a Cfr� Notary as to Contractor My Commission Expires Fk* er-Builder 8661'8Z '8V1r8 o li Jo A B3ewfN * NOISSI OO « tzzVOnd TINY dd aI/C 1V3S A8V.LON 1VI3IddO > e � d Aa 'dX3 NOISSIWWOO AW 16109£03 ** * * * * * * * * * * * * FEES: PERMIT RADON C.C.F. APPROVED: Fire Other Zoning Buildin: , � ' Electrical Mechanical Plumbing Engineering • • , :- • . • • ••.,:-.• • • ,. . ! - L' Iv i ••••or.?, "I'''SA.'1: .':-.., ,,,•:. . •• ;•• ''. ',:•• ..... . . . . , , : : `4•:-..,144..k-it•'.. •.' tt,.. „ilk:: :/, , ■•• • Y `'... '4' "lei- Y . • , . f %,...... METROIROLITAN,•DAESE.00UNTELORIDA •• . ..,...„......:...,.......,,...:,.... •,,,,,..,,,,- ..,:,..,, - •-,,,,, ...',4!"'"' --li, .f.•1.• -..;\ 'IA:5: fr' .',":4-• ' . 'T.'' ,d,- - 1 . .$ii6:: ; ,...__■:- ': A.. SITIO'. -• 1 '.0.... " TH COVERSHEE2 SEE . ADDITIONAL PAGES' TORYSPECIFIC. AND - GENERAL': s; •,,704§ -• CONDIT/ONS,,A.- ae tr 14, atk 0.; .... •., •':Seollrity Windows DiVisbn?.'OC;SE:-G rndustries Inc •:•:t7.':510.0; !ii, 4:7 21Avetinue,P. . ., • i ..,...:, ---- 433166: , ,40:.. , 1 • • w ,;9;:fr,FOcluc tt: Approya ift4 '.- ,.., ' Ail,n_erSept.ions20,34.4ndf204*:).f Types use • , 0 .,..;t1'0I;On*T- pletely-desOr ibedtin: the plana,q,spec il ipat ions. and ... . . .:1;‘i0 . AL e k,t, 1 4-9.iii!';':a.;S i tOlirtiitted by , Xi artilTe S tiiiig.':taboiatOty" Report # MTI.;' 1487O ate&t:,5L31 aS '' :''';;'-' nporporated:::.ateas,', , ''SpeoifieCondlti [ set orthik ...Standatdponditions4onv e....:3*.. Gla zed ..r• aln A.04i • • . ' • .. • , • • • t• ,•• '•;%;":hi• ■:•••'"), • N. EP, ANC E No , • • ; PROVED,. •‘`‘..i • ' ' • • klb - • r ' AND . • .. • . , • 1/4■:,:.•t• .. ‘ • . ;•-• 4t. • 1M .01, d is p Mai '4Kt, M.h1710#DADECE'NTER,1: BOARD OP, RULES AND APPEALSA."- 1CODE ENFORCEMENT: ti ;:%it . •S s U t r I s T T E R 1 E 0 E t 0 01 IA14:FL.ORIDA ;13128-1974 •• 5 6 ;•, . • ' s. eries4'250VAluminum • ik - 61 Ca e nix a oc , . „ 'att 'fan II,DiCe:i4countytEtOard ;.of4,1:3,1es in the Coun undert-the' conditions - 0r — a - te - d - ,' an n• 'ncorporated., .„ . ' • • v i;1' " •-•• " s;a aye:: . : .•.• • • •■• , . t+e • • MT . --"‘ 5.,,p,W•;. ; : > , • ',. ,..:',.. ,:=1 :-.-• •,..::::.,.., ember' •1991 - ,-.::,/. . • ,!, ,:: ; •4:eharlesDangeri4 . ,,•, • • . •-• Depu Sep retary V, i!•:.., Me trdp01 itatt:Dad County:4„kk • .-,:.. ' . •, , ..-::: Board '6fRU'lesSiinci.:: Appeals'. , 4. ,. ' -,:-.-: :. ., .-.^.,,w.i:::1.., ... !• . -, ' -. '.-- '., secUr • - 1- •-•?7 • •••''. r t • „ ,-;,A ' • r ,.' .. :; , .4..:::.. :.-... - : :r"...,::%. . ;;, , , e ..:F,.. 1. „ ": • . :..i i , ;'," - cl.'.''..1 . 14,..::."' , • • ,. , :?‘,', , .9C•.;' 62 . 13 .: ]'9 j. ::: tinitiiurnAtiridows ' ''''''''' . ACCEPTAN ,..,...„ CE .,;;;„.AI.... '170.1442...„ .;..`" 4,... jw- . 1 1 , : tt ,i i;.. 4 .. . , i.....,.,:i;.,,.. ,..;:o.. ..,,,.... , .. , 'i.•141',5s.119,....,i/Ep' ;..1:... 4, t ".' '..04; ...::,,tv,.; • ',- - . Ah ■ ,e- ' "-, , gra i iiii,IV,,cilitil.,;w1.2-Atit,,t,,,i;;•,:4,e',.y:::,, 41- .•, . 7 , ,,,,, 'Aix, 41 ' , sj e : . • . 7. (•.-;,.,...:,.:: ,.,: ,....,-} . '''t *.i . 7 ,..,..., ' ::,‘ ,•,...:*,,...... ,'1.tA;44 444 i i! X l;: P, 45 i Tt: RE !'1° $ .1 ! ' 441- 3 ‘,...: , ii, . ,44,:;•,',77. , ..e."-P:;;r:: t Ar Ztf,t,! • -. • '., ' OTT_CR ACC.F.PTANCE : :,.';‘SPECTFTCONDITIONS. ... ..,•...„:„ i „.::,. : ..... ... kl-fi:tti..::4 :I. ‘''''.o-'. 1 .' 'I* ' ',. ... " . ..`' 'le ' 1., .- , , 4-.-.i.!; . .f..-:;,,C i ........:4 : , • • 4.4-.:'0• .....4 ,,...Zit,o.i* • '1 11 4 . : , t :? •.' ..;;:h 'f• , , 7 ' '; ; ' . i; ':: ;• 4 , gt.vd:. - 4 ,. • , : ".'. DESCRI PT I bN 'OF fUNITi -i.'; t Y '' .. ........,-,. ' i , ...., •".! 1' ,„ ..,,‘. Lasifinfin dAmul ‘ •...,....., . .-• .. _ ' • : , ..i...... , .44 , .;, , i-.4: ; ;A:-:11,-,..,4,0 , , - . ' • '-,'„:.. - '....iil,r*,t. . L'44:0`i.„.',.,•iiki Ottrt ,,,fzt,.. ... ! . °' ,--•., , -.,..s:„..tt,1„, ,,, it,.. , ,t,-.‘,...- , - -.. 'zl?,11pDEL - - . DESIGNATIO , NI, 4 . - - AAMA 0 IL; 8 8 GD 2 C;" 4 4 5 4P;;:it;:.,';;: •• .;•... .. ,•.:!....; . .,y 0, IiLiOgi.4 ' 1 ' &•■••;*:• . " 4 '4 ,::' ."4 ', • :, i'DadeACOUni4.!AciprOV4a1U#9.1-0628.9" $41 '... ,,... , . . :,., ,, , .,. f ...,.;,,,...., ,t • ., 14 . - • , ' It '■**14r '' . ' • . 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' . 1., , i , ; , 1,' ,.: ( .3 1 t ),,;,;$ ,.k .. , : ":b .., y5 4 'high( OX0 ,f::: --: .:, , *."...9 . .. . ,:x...,k.f.:,,4„..4,,g. -.,.4.,.....3'i,,■....,.'4,...‘t•.*t6:':1:•.:'..)...1')':=4:',.:'"?--A44417.14ti'f 1•;...?...14...--••• " .4,' • .. 4 ). , . . • .,,,:,, t• :4,,,,..) $,...- i. Po. r ,4 & .,i''''W.F4A113 ERSTRTp e NCI : e:, vinyl !' t flap-, 0 eachFame,p4j amp ,,...g.eac 11 pa ne 1 .,.. ,a1:1tind .. atal ertiale% S ir a g al ..: stile ':!;;,?„4-.S ing lia';',.vi riY.1q11 ap:ic, a tl,'e ac h 1. .. pane 1:?„•i •.," :. .••;,-..„. ,, tv attic in ,railanclatfei'!each‘!.iinterlOckS / 8 1 .' : by 3 /4 6 ,,......,,,:, g „ frame • ••;: . .ap .. Oye2 , ardytiellsil;:i't 11 , : e r. 1 o c kt... . ' .:::: ' 0144(1.,,,. , ,4:4 . - . , i:, -,.. ,, . .. ,.. 1,-?4P: a)r 4 ' ,... :! itSitOrt'..... 4.3 . •:.••• • ' •:;:t;', '4,..•. • . ' ....1,, -. .„. ,.1.- ...A?.tzu .5 ''.0' tof, els ,. .:, , ... •., ...3 . . fey, %ex a )1. ; .. • . 4.''s ■ • • . , ,, • . ,,, ie.r 4. 'i . '.., ” .:... ..i." . 0 -..* of tt ,, ' • . : . i , ' ■ f -', '...'.:''....'.," ''........, iv? '..'-■;';,..:::„ r .ze•it;..14. AT 1 40ittie .0 ,; ; ; . :;?? . r .:. ::. '14.;:::', :1 DP E RP.TORS ' & 1 00 AT I ONS i . One adjustable a ble,:. me:f a lil icitwh 0 e I 4 a t.,. e a c h end. r.., .-.:, iega:Cpanel:,..bottortra: 1 Single meta 04:f lUsh'ni0tint midspadf:bf , ,,_ ..,,, .,..,...,„ ...,.., , .., _ 4.... p4.'., d i a met r bug ....., t ... - 6Ckvel - idtintoythe'!;extek 6 inee'r OokZ's tilt) te:7 ,,.frOm. ...:',., 4.:,...; :, - .,-r••• ' ''. '''. " t'' ' '' '''r :i '' ,';''' . ' ' '''... :,..:0 •- •.,,,!.... : ;:. , Ifi , :,.. , „ ,. !'3 ,•-• ' • " ', ' ,......Yr1.,, 2 1 v• 4'-'40.- :' i; '. ,....; ' :..r A -. • . -` ;'. 4) ,-,. ,T.LWII , ..,, ...,. • ernperedg las s,...,.' 41* !r : 4. ••ilA . Vt .. L L'.4.1 U• -.Gt.ALZTilT:'METHOD t'' ..ChanneLiglazed.:usin exitil'e,chanretv 2 ._.,*„ .11??. v "'....:, ...' ''' -, • -4'ri ' ;,,,,,,,.. 3.. 4 7 ,.lara , „ __ ___, ..., ...: A ..le- ,,,... , ,,....,, 47 :4... 5, , c, _.:7"..:5.,...,_ ,;s:. 3: „ , i : Its • • - ,-;, -4" -::, •• f. ' .% 6tch at each e cflf each r0 . ,...i.. l - , 1 Ing tt! „. _.:„. ,,,,. ,1 ,,. 6 ,,,.: 4 ,- .- 4 . r ,t' . .74 V. •'', • ' •1,11...1,-..,..';:•■• .. ...' :. i: Ift , ... ,. ,,. 4 ,,..t - i. : :, '' '' , ...: ,,,.• ... MuNT 1 44".;4'' ,,,.!. 1,14,1 1 - , - '71;',., ...: 4.... ‘al• ' . , iy „, • , ,P1s, . 4 , i • 4.! 4 ...,;.*`; • • ''• , (.4 ',; ; ...•; '''''... '' 4.. i:, • .. . , .17:.:..... ..," ;, • ,• • :• .7. • .. ' umintim .1}:full- $r .....' • ),VREINF 2 ;2!. .,„1"? tee 1 ,:.; bai,' , ns''• c e':-'esch ritegloc 'stile ...:k.,-- 1/161!. !18 16,...n ,c,„11 e • i • :: ,..y.4 ; : - , '10 .. ' . 4 ' .; 4.. •••• ''''..;,t A 14. ,.., ;.. • tg k ' ' ..•; • .- ...6 .-ih '' Ir ' ;.„,,5 . 1..{.., • MVO "4.- ."--,, •3;.° ,,,.. .."...' •'' ' ?:' ...`:3%.7.1.1 • . • •• . • . • • • . ' .; • 3 1 . - 19 95 1 i a rrio nd • . • Product Control'Divi.siOn • ' 1 4 4 t • • 'FA CCEPTANCEfNo . . r.: APPROVED: •_ +;;r ti �a4 1t S{• -r. lx y+lwY %.• :' !� r , J - . • -NOT TCE- •OF 'ACCEPTANCE : ''- SPEC IFIC-'COND if N 1 f sr • da' `� +fir i i a, . �: T$.'ts�. t ? r .^•'lifx;�.'; V om'•.. 75: :5a 91- 062819 rt `� Sept, '1 6`,` ° '1991 May 31;.1995 ,p.4s4 r ' it .•�, •'•` tom} •: �:, '? t.-' t.� •=:_• :�i ro � ; . . I• ?J!* 4, ./ r ' ' 7' ''"`P,bDITIONAT "'DESCRT '`'2 °'1�4'!}:ihigh ov i 111,f1ange ,'.'.Uni }ested; ising " eavy duty interlock te Each` xed' panel ` anchored - <t rame ,jamb three' aluminum ancho� secured with.' one: screw :int ,�; -. a ,,< r ,• ;, . ., .b i` :3 haft !L a 4 • :•: t'i�e��•p�r +e1ip � ,,,��Q • ne l ;, by ,,: y Y:,�by r c1ipr,�1 /8 m angle „in .'�frame. hea on io= o inter ,.and :astragal ?stile Valso one #in, si'll'`at :midspc "1.: ` ' ' ” ' t 'S ` " �eachirari le- secured :;Witt• kf leftIfixed a`nel o `��exterior ofq; , g two'' NO°,,'t.10 by 1 1�/ti2 sheet;f {frame ll metal screws, k, One l 15 6 " by' r13 / 16" :by.' 2 • N''b' 3 xi In t�C ' an le in : : s ,,,on : ,exteriorx of interlock =stiles, ansecu with r I6d- " 'a '"• Nog10 by '1' ,1 "/2 '''41s heeOmetal,� screws ''''One'"i2 ." ,;by =1/2" . 2' "'''by'e 1'/8 "' aluminum anglei :in• frame' si,lhteon" exterior , o female astragal 1e i' :secured �with'twor No'. 10•'by 1; " ; -sheet'msrews �,, fi r ch roi. S`-''a s .� �! l� .rtr�r�� S r - r-r a h,' etal'c rcl1 ^... d . �,:- 71. 6•rj. n.. r ,.s Ce o•�� .., .. .. '1 ,. st.cL ✓t 4.. ti..br44s rrox,.9ta1. r , CREWS'" AND" ' "c.FH. SS�SM: " SM5 " ;FH - :SS. SME �, • ..: 4 • q..:. w: ;s a lrrri ;IFF•...n 4 . i� ,,v y! ' • e.'re /ifo�' 'structural adequ Cy, Construction.:.`.zone� 'in 'accordance withr .:k,,; Chapter•' 23a -)a of ;t he Sou i.Q Code y'''' , f. F•y� � / � `�4,:(-.0=,,,& , { 1 -� f . Security Aluminum Window 5100 N.W. 72 Avenue Miami, Florida 33166 APPROVED : JAN 2 4 1994 PRODUCT CONTROL NO'T'ICE OF ACCEPTANCE ACCEPTANCE No.: 93- 0913.3 4 " PLEASE NOTE " METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 Your application for Product Approval of Residential Swing Aluminum Doors 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 Vipin N, Tolat, P.E, along with Construction Research Laboratory, Inc. report 5669 dated: September 03. 1993 has been recommended for acceptance by the Building Code Compliance Office to be used in Made County, 'Florida under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on page 3 for Glazed Products. EXPIRES : September 30. 1997 7Gil Diamond, P.E. Supervisor Product Control Division TII1S IS THE COVERSIIEET, 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 under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County OVEItALL SIZE Door Opng. Dimension: 6' 0" wide by 7' 0" Nigh • Security Aluminum Window NOTICE OP ACCEPTANCE: SPECWIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS ANSI /AAMA 101 -88 MODEL DESIGNATION Dade County Approval 11 93- 0913.3 Expires: September 30, 1997 Residential Swing Aluminum Doors Approved for installation up to 35 ft. above grade. • CONFIGURATION: XX CAUTION: Elevation must be reduced in the coastal construction zone. DESCRIPTION: Extruded aluminum fiained, single- acting, pair of doors with aluminum frame and bumper threshold. GLASS: Nominal 3/16" thick tempered glass. GLAZING: Bedded in silicone sealant against the fixed glazing stop. A cap seal of silicone sealant is provided at the interior perimeter of each lite. . WEATIIERSTRIP: A continuous bulb vinyl at the head, jambs and threshold with tightly butted and sealed corners and bedded to the frame in sealant. A bulb vinyl at each lock stile extended about 1" above and below the rails. IIARDWARE: Each door leaf has one pair of "hinges ". Locking hardware consists of a latch lock and dead bolt in the active leaf lockstile and flush bolts at the top and bottom of the inactive leaf lock stile. :2- ACCEPTANCE No. : D- 0913.3 : JAN 2 4 1994 APPROVED EXPIRES : September 30.1997 '11 Diamond, P.C. Supervisor Product Control Division EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 61.3 PSF • INTERIOR WIND LOAD (PSI') w ' ASTM E330 NEGATIVE 61.3 I'SF WATER RESISTANCE (PSF) ASTM E331 (No Leakage) 8.3 PSF . AIR INFILTRATION @ 1.57 PSF ASTM E283 0.02 CFM /PT FORCED -ENTRY RESISTANCE (F.E.R.) SFBC 3603.2 (b) (5) CRL -5669 - U U a . \ - Security .Aluminum Window TESTS: SCREWS AND METIIOD OF ATTACHMENT SILL : 3 -118 x 3/4" PH SMS HEADER : 4 -1/8 x 3/4" Pl -I SMS JAMBS : 1 1 -1/8 x 3/4" PI -I SMS A pattern of four screws at top and bottom hinges plus three equally spaced in between. • NOTE: Please see Note # 11. page 3 APPROVED FOR ELEVATIONS UP TO: 35 FT. Above Existing Grade valid until May 30, 1994 when a design pressure rating of 40.87 p.s.f. shall apply, This product must be re evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Subsection 2309.2 (b) of the South orida Building_Code. NOTICE OF ACCEPTANCE : SPECIFIC CONDITIONS RESULTS: -2a- ACCEPTANCE 2a- A CCE PTA N CE No. : 93-0913.3 APPROVED .- JAN 2 4 1994 EXPIRES : September 30.1997 Gil Diamond, P.E. Supervisor • Product Control Division • C J; 4 a. n , ..., f I 7re.C.1;.r..: a H D :...,.r:,r Pino'a Window Corporation 7191 N.N. 77 Terrace XShcay, F1. 33166. Your application for Product Approval of Serfs Pijo's A - in-� Awning Window A -R30 under Sections 203 and 204 of tT South Florida Building Code.governing the use of Alternate Materials and Types of Construction, and cpmpletely described in the plans, specifications and calculations as submitted by Testino Laboratory, Inc. including their re ort No, 1iT[ 14944 (incl. F.E.R.) dated August 14. 1991 has been accepted by Product Control under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 for Glazed products ACCEPTANCE APPROVED EXPIRES (305) 375 - 2612 PPO7„CT CG`:T�n► N'sr .c. OF A 'CEPTANCC No.: 91- 09Q5,1 Gil Diamond, P. : Dec. 9. 1991' /:Product Control Division .: Super"riaor : Aug. 14. 1995 THIS IS Til.E COYZRS}iEET. SEE ADDITIONAL �Ard;S FOR SPECIFIC A.NQ aaazQ OF 8.0 .FS A 40 APPEALS TIC. _ QE. ACCEPTANCE This application for Product Approval ha been accepted by the Metropolitan Dade County Board of Rules znd i.ppeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. A_PPR9`/10: Decer}rer 9. 1991 Charl !s Danger, '• . E . Deput Se.:retary . Metro olil :an Dade County Board of Pules and Appealp -1- , • 1•. . fliNFPAT4 f ONr)ITI( : ; ••pT.FASE NOTE" - ; . Y•. METAO.OADE CENTER soARO OF PULLS Ah0 APPEALS • SUiTE 1 010 111 NW tit STREET M :AMt, F.OR,OA 3J (xs) 0 a' :�Sr,o'J :.lur..Sr ,a,• • p'�e 101 -b° A -R30 %inflow h -R30 canin £y am bounty Approval ;91-0505.1 1, `'ir�:sr l,uyuBt 14, 1 S95 O •l aLcve e . i nstallation up to 1 2/1 Elevation n•JSt be reduce tree Coastal constructio x 6 - 2 - l' wide , l�4 " high =c EZ E c 7 52. l/° by 1 2 3 �4' ri r �Six; Lotto vent f2 1/5 by 13" high; 1�1,. 4- - � ; ,� 5 4 all others '„ 'L"' Single vinyl bulb in :'xLerior .bso and z each �,_. ` j , - Single Hu ve top rail, clso each bot fre t op �� and i b111 ja..b p vinyl at interic'r perimeter of t ad :�� ?='2 ead, bill f �utG�atic r_L `t C:,e roto 0 'rator lock r tt22ic hoot; Lock e t . . st 2o.:er left pin on each each a :de of trere corner. l oc k n on and 1 ; a... rail of each vent oath vant G from bottom corm, 4 .3�8 -'frcm bottom clu.�inum t GI ��- �•�•._. ,_ =�� ;; on d:•.1 other vents. corner on ,,..:� ,1 Do u b: a �,_. 7C:.yn�th annealed , d'ng c�?xu:.d and i or glazed .using an alu rolled alto- in►:r� g peed. l nu= , Dlor6d adhesive • � S _czinl L� :ier,A 2Z2:717 $ None , • • - 1 12 I L IL 1-' f ?: ange typ) 1 ra.,te S ACCEP?AN: lvo t Al P 1 CA/F. D EXP1PES �: r • �. wC r nt • • • , %.:� J 1 s �r . ? t ' _ -,i 1'�,_ t ro.. Divt .i, 1 _ This prpduct must be.re- evaluated for structural.aciequacy when within the Coastal C'onatruction Zone in accordance with Chapter 23 ' Sub- section 2309.2 (b) of the South Florida'Builditlg Code. . 0 • .i'ino's W1ndiw Corj•oration TESTS: 5CFEwS AI ;D }'..ETHOQ OF ATTAf HMF NT INTERIOR WINDLOAD; 45.0 p.s.f. SILL : EXTERIOR WINDLOADS 45.0 p.s.f. HEADER: 2 - SR *10 x 1' FH S.N.S. WATER R.ESIST,NCE : 5.40 p.s.f. JAMBS : 3 SR *9 x 1" FH S.K.S. AIR INFILTRATION t 0.06 cfn /sf • FORCED ENTRY : ? TL 14944 rOTEt • P1ease set Note 411. Page 1 ).PPROVED FOR ELEVATIONS LAP TOt • • • 15. feet above :existing grade ACCEPTANCE No.n 91- 0505.1 AYPROVEU EXPIRES Dec. 9. 1991 t; Au _9. 14. 1995 ION 2 iiiDia. ond, P.E. Product.Co:trot Division • S. v. s. Any unsatisfactory performance of this product or a change in Code provisions be grounds for re-evaluation. 7. This acceptance shall not be used es an endorsement of any product se/es advertising purposes. . Windows and sliding doors have been tested in accordance with the Arneric National Standards Institute's Epecificet ions and the Architectural Alurnin Manufacturer's A ssocia tion Standards ANSI -AAMA 101 -85 or for wood ur ANSI;AAMA 302 and 402 end for vinyl units ASTM D-4099-82. • ..v REVISED 6 -18 -91 NOTICE OF ACr.FPTANCE: STANDARD CONDITIONS FOR GI.97ED PRODUCT 1. For multiple window ir.stelletions, approved mullion drawings end calculations rn filed with Product Control. 2. This acceptance will quslify smeller units of the same design and materials as unit tested. All units must be IFbeled riving the manufacturer's r me Dade _County Pro Control Aryrovel Number. e.;proved jleveticn End date of expiration. 4. Extension of Acceptance may be considered after a new application has been - end the Eu ;porting data, for test reports Less than four (4) years old, has been evaluated. 5. Any revision or change in materiels, use or manufacture of the product e automatically be ceuse for termination, unless prior approval is granted for revi or chenge. 9. Swinging doors sho11 be tested for positive end negative wind pressures as Chapter 23 of the South Florida Building Code. 10. J- erdware for all N•indo s and doors shall conform to Intrusion and Burglary Secur; Chapter SC of the Code of Metropolitan Dade County. 11. The Eracing of fasteners shell be as tested or 24" whichever is Jess. R 'The first fattener rha!L ..e loctited_ja maximum of 6" from each corner and rnullic or Eti1e. Minimum penetration of fastener s`:ell be es tested or 3/4" whichever . higher. No wood or plastic shields or pir,s shell be used. Unless otherwise noted in the test report, minimum size of screws shell be No. for first and second floor installations and No. 10 for all other floors above th first and second floors. -3- Gil Diamond, P. Product Control Division Supervisor Architect /Engineer Bonding Company PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 , 8 617 Job Address 102 NE • 914 61— • Legal Description Owner / Lessee / Tenant J/( Pt 2C' 16A1 14 3 k d cAc Z Z M 1 A M 1 S15 secx o. 1 Master Permit #W Owner's Address 02 Iv C c i `-t' S\" Contracting Co. l— c c E f t Fc. SAS Qualifier /411, l 1, 1 - € J SS# ?.( Phone (1)7770 # 7-37+ Ins.Co. Address Address 7/o(da AIU) . (2? to S`— #‘ e\ Address Si Date: Tax Folio e of Contractor orOwner uilder Notary as to C My Commission '.:111 *- to> er- Builder •.. 0 6WNMISSION # CC519379 4q0 EXWRES DEC .18,1999 * * * * * * * ** NOTARY TOTAL DUE Other Electrical Engineering r NOTICE OF COMMENCEMENT , A R[CORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 97R306776 1997 JUL 09 1.°_x:42 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: / C iZ. N c 4 sr A-/9 /3 .c / t/ T AG'c , /l./, 4m; - 5l`� - z - ' Jf . �` / 2. Description of improvement: 3. Owner(s) name and address: /(14 /2e 6 4 / Z / G v V sk 1 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: _ I _ C AJ GJ /4 ►^F' 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: / 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., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is s.ecified) Signature • • ner Print Owners Name aI4 E e" 4 / Prepared by: Sworn to and subscribed g fore me this ' day of t <.. ,� , 19 ct 7 Notary Public Print Notary's Name My Commission Expires: ▪ SUSAN JON psr COMMISSION If CC51937 "�A �'•,� EXPIRES Ott, . 1n. 1999 STATE OF FLORIDA, COUNVY OF DADE 1'0t EW7 hc; Snis lc ry Cr_ i fin fzeni:rettiL;_: ': i;i: r or: 6.7 s ! tri yR =S m viitfF,•i 1; b'i:c ::' €-r L'eur:G) ecvr:o O y -- - Address: ; 2 2 (� .33 12301 -52 2/93 r I Aluminum A Since 1978 Prod Date: 1 • k &. cam► ► SiNa r .e.s- 13 1- 100'J c 0E, . D V M u o F Mt 14.04% sl r€.5 Building Department DEAR SIR: We Are the Dade County Notice of Acceptance Holder for AL MIA00(1 Art0N W S , under product control number 9(C -OSO(p . O'7 This letter authorizes r C-n, Ey1Li fr to use our above named products at the following job site. Marc, - 102. AJE . 1451- A Sincerely, (Aut orizes Signature a SEAL Recol Enterprises 13280 N.W 43rd Avenue Opa Locka, Florida 33054 (305) 688 -8687 Fax: 681 -9447 1- 800 -55 -RECOL • t-tli??<:• • ........ • • '• t ". • ;•;' ' ZqNN 1 ON - .1k4 v 1 1 s. N r \if t (1 142640.4Mg.,4*.tefarar4044:4%a&;,.:ttai.L.400.MDOW.M...411t*Mnag:=U. tigleVatOwigiricIigroaimaar ) 1 1.... • t f j : 12 1.111-41)al *levam exmstmattximig' 4 i . : t t, tt• • 4 t. • . . 1 k." 1 I • •t • • ,1 € f : t ;': ' I 1 i ■ '' 1 • . i ' • t , 1 1 I '. . .' . ., ' I 1 r : ; .,- - • • f ' ' • • ::.:t s•I' ..: -'-• • '1' i ' i : ': : .: : :.1■• ' ! 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''! r I i ' '. 1. 1 (1" •i:': , • ' i : •; . ‘ : • :':` !., .1',. 1 1 ..../....;1) , 1 / , :SI) 111 . •. 1.'». ; 1 ),- '...a0X021rOMU.AMOW.j4°Z.P.00.41arg0:11,001:,..;64V.Mr.a.:00nig.:0.0fRO:f7i.it.V,A0:Wamr,RM:,,z:,,,,mrp:5,....4San:;.'.%,VM.00 ,....",'.- ':**•'!".'''. AMS`WWWWW?iiitIlrannWaMta,r. . R ....1: ',,A fT ,•.--• - -1. ''..1 ' ':,',' i . 1 .1: - / 1 6- 48" x ss 1434 x 58" b 48" x58" E- t49 " X5U u f 41 x 58` (+V xs8n 1-t - 48" x 58" x sr ' Lfy♦ x 5 s 1 Y. Ras . 1 N y l' MARC. SAti2- \ OZ. AE. '14 sT. AAIAAI s'40 METRO-DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Recol Enterprises 13280 N.W. 43 Ave. Opa Locka FL 33054 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLALER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Slatted Awning Shutter (Alloy 3103 -11139) 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 Drawing No. 96 -122, Sheets 1 thru 3 of 3, (For listing , see Section 8 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.:96- 006.07 (Revises No.: 95- 0124.03) Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:08 /01/99 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: 08/01/96 -1- s anger, Director Building Code Compliance Dept. Metropolitan Dade County Recol Enterprises Ai..:CL;P'1'ANCi; NO.: ')()_ll_)oo_07 1. DESCRIPTION 1.1 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS : AUG 0 1 1996 : AUG 0 1 1999 This approves an aluminum slatted fold down, awning type shutter designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by :SCE 7 -88 "Minimum Design Loads for Buildings and Othet Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The slats shall be rolled as indicated on approved drawing No. 96 -122, Sheet 1 of 3, using aluminum alloy 3103-H154, 027" thick. 2.2 Slats have a nominal width of 3.120" and a depth of .500" with an overlapping groove, installed side by side overlapping. 2.3 Components shall be aluminum alloy 6063 -T5 channel, extruded male and female hinges; and 3103-H154 rolled end cap, stiffeners and purlins. 2.4 The single unit awning shade is a top pivoting panel of Slat, Stiffener and Purlins construction, using a continuous extruded aluminum Male Hinge (Part 5) attached, using a 3/16" x 2" thru bolt w /nut and washer thru every slat, to a 1" x 1" x .032" tube shaped Purlin (Part 3) running horizontally across the top; a 1" wide x .062" thick by 2.40" to 6.43" variable height Side Stiffeners (Part 2) running vertically along each side, attached to each purlin using a 3/16" thru bolt w /nut and a 2" x 2" x 1/8" aluminum supporting Angle Bracket (Part 7) along the straight side only; also three (3) Interniediate Stiffeners equally spaced between the two side stiffeners attached to each purlin using a #10 x 3/4" SMS; and 1" x 1" x .032" wall Purlins running horizontally spaced at 3 1/2" o.c. across the full height of the awning plus three (3) purlins together at the end curved area, rolled aluminum Slats (Part 1) are installed vertically across all purlins and attached to them using one #8 x 1/2" SMS per slat per joint. A continuous .025" thick aluminum alloy 3105-H154 sheet fastened to underside of the shutter at 2" from each side and thru each stiffener and thru each slat to each purlin covers the entire interior surface of the awning shutter. The continuous male hinge (Part 5) across the top, engages the continuous Female Hinge (Part 4) which is anchored to the wall using concrete anchors spaced at 8" o.c.; at the bottom the awning is supported at each side by a telescoping tube consisting of a 7/8" dia.. x .055" wall alum. alloy 6061 -T6 pipe which fits inside a 1" dia.. x .055" pipe of the same material, at the pipe overlap 1" I.D. x .070" wall x 5/8" long alum. lock ring is used with a 1/4" x 7/8" wing bolt to secure the two pipes extended in the open position; these "extension pipes are attached to the awning at one end, using a 1/4" x 1 1/8" bolt w /wing nut thru the pipe to the Side Stiffener (Part 2) and at the other end using a 1/4" x 1 1/2" thru -bolt w /wing nut and washer thru the pipe to the Channel (Part 6), which in turn is anchored to the wall using two (2) concrete anchors. ...10• 2.5 Tested specimen: Dimensions: 49" wide x 58 1/2" long x 6 1/4" deep overal Orlando :lanco, P.E.,- Plans Examiner I1 Product Control Division Recol Enterprises ACCEPTANCE NO.: 96- 0506.07 APPROVED. : AIM 0 1 1990 EXPIRES :AUG 0 1 199A NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 The design will be dependent on the maximum awning shutter width (horizontal) span of 49" between side stiffeners; a maximum awning shutter (vertical) height projection of 58 1/2 ". The awning shutter shall be installed vertically and be operable manually through a continuous hinge located at the header; at the bottom, the shutter is held in the open position thru adjustable support arms, orie per side, consisting of a set of aluminum pipes 7/8" O.D. x .055" wall inside of a 1" O.D. x .055" wall pipe, as indicated on drawing No. 96 -122, Sheets 1 thru 3 of 3, bearing the Dade County Product Control stamp. 3.2 The following limitations shall apply: 3.2.1 Maximum design load: +50 psf.; -67 psf. 3.2.2 Maximum vertical span (projection): 58 1/2 inches 3.2.3 Maximum slat span: 3.5 inches between purlins. 3.2.4 Maximum shutter total width: 49 inches 3.2.5 Maximum tube support length in the open position (adjustable support arms): 50 inches 3.3 Minimum separation to existing glass to protect: 0" to the flat part of the Side Stiffeners which must overlap the exterior wall surface. 3.4 Special Requirement: 3.4.1 All panels require a .025" thick aluminum alloy 3105-H154 sheet fastened to underside of the shutter at 2" from each side and thru each stiffener and thru each slat to each purlin. 4. INSTALLATION 4.1 The awning shutter shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The continuous male hinge (Part 5) across the top, engages the continuous Female Hinge (Part 4) which is anchored to the wall using concrete anchors spaced at 8" o.c.; at the bottom the awning is supported at each side by a telescoping tube adjustable support arms, consisting of a 7/8" dia.. x .055" wall alum. alloy 6061 -T6 pipe which fits inside a 1" dia.. x .055" pipe of the same material, at the pipe overlap 1" I.D. x .070" wall x 5/8" long alum. lock ring is used with a 1/4" x 7/8" wing bolt to secure the two pipes extended in the open position; these adjustable support arms are attached to the awning at one end, using a 1/4" x 1 1/8" bolt w /wing nut thru the pipe to the Side Stiffener (Part 2) and at the other end using a 1/4" x 1 1/2" thru -bolt w /wing nut and washer thru the pipe to the Channel (Part 6), which in turn is anchored to the wall using two (2) concrete anchors. In the closed position the shutter is anchored to the wall thru a 2" x 2" x 1/8" alum. angle (Part 7) attached to the shutter using two (2) thru bolts w/ nut and anchored to the wall with one (1) concrete anchor, as shown on Drawing No. 96 -122, Section A - A "Open Position" and Section B -B "Closed Position ", Sheet 2 of 3, bearing the Dade County Product Control approva' p. - 2a - Orlando Blanco, P.E.,- Plans Examiner II Product Control Division Recnl Enterprises ACCEPTANCE NO.: 96- 0506.07 APPROVED : AUG 0 1 1996 EXPIRES : AUG 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on drawing No. 96 -122, Sheets 1 thru 3 of 3. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that during hurricane warning periods, wind speeds approaching 75 mph, pipe supports must be disconnected, the shutter folded in the closed position and bolted to the wall. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 96 -122, Sheets 1 thru 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of the shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This renews and supersedes Notice of Acceptance No. 95- 0124.03, dated May 18, 1995. - Or a do Blanco, P.E Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201.94 SATISFACTORY MTL -16188 Max.. 4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +65 PSF MTL -16188 +50.0 PSF MTL -16188 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -87 PSF MTL -16188 -67.0 PSF MTL -16188 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +75 PSF MTL -16188 +50.0 PSF MTL -16188 @ Design 0.402" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -105 PSF MTL -16188 -70.0 PSF MTL -16188 DESIGN PRESSURE RATING +50 PSF -67 PSF Recol Enterprises APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: -2c- RESULTS: ACCEPTANCE NO.: 96- 0506.07 : AUG 0 1 1996 :AUG 0 1 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of awning shutters, prepared by Miami Testing Laboratory, Inc., Report No.MTL- 16188, dated Dec. 12, 1994, signed and sealed by David G. Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96 -122 "Hurricane Awning ", Sheets 1 thru 3 of 3, prepared by Tilteco, Inc., dated 11/16/94, rev. #1 dated 01/11/95, signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by Alsco/Hastings Building Products, dated May 1, 1995 with chemical composition and physical properties of alum. alloy 3105-H154. 8.3.2 Certified Tensile Test Report No. MTS 257151 -A, sheet aluminum sample 16256, prepared by Center For Applied Engineering, Inc. Material Testing Services, dated December 22, 1994, per ASTM E8 -93, signed and sealed by R. Gerry Miller, P.E. 8.4 Calculations: 8.4.1 Anchor analysis and calculations dated 01/10/95, Pages 1 thru 3 of 3, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. Orl! 5 :lanco P.E. - Plans Examiner II Product Control Division Recol Enterprises APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ACCEPTANCE NO.: 9 6- 0506.07 AUG 0 1 1996 AUG 0 1 1999 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals pf 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 practicing 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. l2. Hardware for all windows and doors shall conform to Security and Forced Entry Prev j , Ch .ter 36 of the South Florida Building Code. Orla ' Ian o, P.E. - Plans Examiner 11 Product Control Division END OF' THIS ACCEPTANCE -3- X/ 1 4 0 -20 THRU BOLT W/ NUT & WASHER • EACH 0 Typ. f a x 3/X s. s. • EVERY W • EVERY© 513.936 O. pORIr • 5.5 C. AT FLAT *R f 8 11 344.7 5. N. 5. • EVERY iQ v • EVERY LOCATION 1 =i- SECTION A -A (OPEN POSITION) WIND VELOCITY EQUAL OR LESS THAN 75 m.p.h. .50Q vi ,x1031.4 p1SRUSNS • 5b 0. C. At FSAT AREA W/# 1 x3 /4S.M. S. 10 EA. BTHRU SECTION B -B (OPEN POSITION) WIND VELOCITY EQUAL OR LESS THAN 75 m.p.h. 35 Min 1/4' THRU BOLT W/ NUT & WASHER Cont HIDDEN ATTACHED TO PURLN 33 W /#8x /45. S. EAFURUN \ 7/8' 0 0. D. x .055' IPE \ 6061 -T6 ALLOY • EVERY EXSTNG STRUCTURE DR \ POURED CONCRETE CONCRETE BLOCK 1' 0 L D. x 5/8' x .070' THICK \ \�� Alum. LOCK RING W/ 1/4' 0 x 7/8 \ LONG WING BOLT (6063-T6 ALLOY) \ � / 1' 6 O. D. x 055 Alu m. \ 6081 -T8 ALLOY • EVERY 3 b 8 a Cont. 3 /16" 0 x r THRU BOLT W/ NS{T at WASHER 0(8) LOCATION. q 8x 1 2 s. s. EACH 6 TO (I) • CONCRETE ANCHORS • 0. C. 3/16' 0 x 5/8" LONG BOLTS • EACH SLAT FULL WIDTH. 2 CONCRETE ANCHOR -1 - -J EXISTING STRUCTURE POURED CONCRETE REQUIRED CONCRETE ANCHORS •5 o. c. EXISTNG WINDOW rDi INC .\ TILLfT TESTING t ENGINEERING COMPANY 6595 N.w. 36th. St.. Sts 217. MYNA GARDENS. Fl. 33186 Pion. • (305)871 -1530. Fax (305)871 -1531 WALTER A TILUT Jr. P. E. FLORIDA Lk. # 44167 Cont. \ \7 DOSING STRUCTURE I 8.250' POURED CONCRETE OR CONCRETE BLOCK REQUIRED SECTION B -B (CLOSED POSITION) WIND VELOCITY GREATER THAN 75 m.p.h. x/3 L HURRICANE AWNING RECOL ENTERPRISES 13280 N. W. 43rd. AVENUE OPA- LOCKA. FLORIDA 33054 WI. 2 IENEVAL out 5/2/96 3 a • CONCR8' O. ETE C ANCHORS • o►a EXISTING STRUCTURE POURED CONCRETE REQUIRED DOSING WINDOW c DADE COUNTY SCALE 11/16/94 DATE 96 - 122 DRAWING No SHEET 2 OF 3 :-