Loading...
AWNINGSAPPROVED: PERMIT APPLICATION FOR MIIAMI SHORES VILLAGE Date g / Job Address /00 / 4 4 Notary as to Owner and /or Condo President My Commission Expires: Fire Buildin Mechanical Plumbing Zoning Tax Folio Legs Description / Lessee / Tenant -7E Master Permit # 3‘7 Owner's Address ( o d- dt/ £ ?4 Phone - 7__C - 7 - 67 7 Contracting Co. Address Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING E�NRIC PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /VgZe Gcl i , •lc‘ 2 © cc2S rt3/)/y SMzt. 464, 1a c-cf_e_ Cd'9o® J/raltlfon % 4heng > -6d 3 w , v,Dews d adseLS Square Ft. // Estimated Cost(value) ' /� kj 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 / e -named contractor to do the work stated. NOTARY Sig at of,owner = d /or Condo President Signature of Contractor or Owner - Builder Date: � Date: MaK /Sa1L L7c a 0/11M Notary as to Contractor er- Builder My Commission Expires 0661.6E 'HVbY pli dp - dX3 NOISSIINWOO AKI p ∎'a "N% 66609£33 A ,�::= a N38t'ifN NOISSIt� OO 4 ` t. ( .) `' i3 ** * it it * * * 1t it * * #t2VOnd NV Vad6aVa .A Min Ak8VlON 1Vl31ddO > 6)0 d X20 FEES: PERMIT 0 RADON C.C.F. Other Electrical Engineering • :4'; , ; ••••• - ! =' • 4:41; ••• ; 4 .• • :••••, ; • 1,7r, .4•••• • ; • • • , • • -.0 • .4" PRODUCT .• CONTRO& NOTICE OF = t• ••;,..,• alc4#4.4 •,,aki9 ..41;.v sz--.- e Carl ..it4.•.,-,-,-,p..,,...,,z •uminumi.4 ndows '.....• • , ,:•• • ••• •- • V•Isbri Inc::: - ''....?;!:; • '" ''' 4 ', .C. • 4i. ..&331661- .. . . : „„;. ,: . . 4.'it v-1,,, . : . .Tt :;:iil: , .. , , p ; :. • . „... - .., , . . , • 7 ,, pp• 1 . • ' .... .,■.int '.,„:. cati.00 roduct::-. Approya •••,.. ,,P er le s •'`..'2506'.'! S 1 id ing 3 '''' '. - - 176,:ii444r.2.....„s f it.e.icins::203a n d2 p if4o f4t hefS 9 ti t h4 F lO r i d a :.•%:::::. --1 I • • usefr.o f A.1'60rn ate9.4far,i*I[s"..taniz0 of : ?;r: V, . dfig' :kii C ii 1 a ri siipe aff ic a: i:::: 6?i:iil•i ..-').,: agi:4$22 a a nd t h6 .. i . ':. Standard :','•:C eind i ti ori sADO . 6 Glaied ..iii.af us ;" i n§t the iilfii Da de County '... ff idtCilici.t.ions '.'• (•,,,••„,,•-••••••••• ations:i.assu mittedby•MiamiTestingtaboratotyReport#MTL 14870 ••••••-•••4-;..,•12,-,ww.; .,•4• ••, . :•-•, -4.... orN.,.... ••• •.,. : , • ,,,-•••••••-• ••• • . • •:••• ••:te•P'cV.it:4c.it,..5.V.5 .4 •••• 3, •;•:-•!. - - : • -,-• -4. -,.:.,•.4.• ,,,,,.;,.,,..„, ,.. 4...,•-.,• s . ,,., , . .: • • :01I4A s:-..-..‘,.*. ••..: , %''''...." i.., '•i W-•`,-,i • ,., 'I., Vil . .„ •.,,,, ....,, ..;,.. , ti.prts4 .1 , - • . '..•'"' ,:''. !' . 7 , :" ;••'• 7S ' • ..- , :l3i , .. • • . , ' •• ;;;;;;I::.... :44;;-.., ::;:c3-i:,:wi'41.V'':f.''.,1.*--.1:-..ir..• -,r.....,,,,:. -. .:.' % ' • ...',:: : ; ■ •'.,.'1,:. u , s2•‘•'' ''"•• ;• ,..• . , :',:::::,':' ,,',.;:' - ' • ^'.'.•;'''•';'!, ` .. , . . ; 9 1±? 6 2_ ! ■ 9 • ..,, ,., :•;,,:,,:, s - Sept pt,'.. 16 .. - 1991 - roduct• ControlDtvision I . : . .. : ' • . , 1 :: :., : : ; At :: .,.. , '‘!. . . ' . ,.: ' ,-, • 2',..:. ...!, , • ; ••••,' ,=•• • ‘, • oto ; • . ' : '1 " . . %. ''..''',.* :'',-, "%.”':,... . ••.' - i Al,' , ,,....? 41:••'2' ' ,. e,'r;T ' ,•;• ,';'.,....., •..:,; • .:- d Viri .-i,4 1 :"*, 1, -40 ' ,:. ,i ..• 0 ' lib . 4 t ell 44 -1.1.:,• ;;;;.,- - 1.1kg0"V 4 Et1104bA DECENT ER•ic'ef. :• ,•.,. BOARD Op RULES AND APPEALS, ' . 1,COOE ENFORCEMENT '-'f. IAMIFLORIDA 13128-1974 , I S T TERIE0 E:T:,.!.f,,:::'.11,1:. ' ' '•' :41' -., 5 ) g• 375 -.2612 '.. - i 1 Diamond 'IT • , c44 , 44% , • 1 •:.i . -•- , •:•-4. , ••: , ..., f4; Stipe ry s or ,•,44.!, J• • • . • ' 31 .• • 1995 • •••r C-4 4 • • -4' 97 BOARD AND •AP P EALS JTOT I C E OF" ACC EPTAN E•; • : • Thi . • • •'• • • • • • • , • r,o; ••,.„ ' p1ic • " '. • `.• • "Y 1: V.0 ..a s Avbeentaccepit • • •:r$• 7 - . i • - etVzor j . 0Dove:A ofRu1esand -AppeaLstobeised in the n co_ _ „ ._„ ••:: • c onditions • tqw*;,:w ;'f • .; trtr i • eptember y4. ' • ' A: • • • Charles • DangerARiE•er-e.., • • •• Deputy • • • !I.. Me trOpol itan County Board'. of';' • Appeal s ‘•,‘ • •••••* 4 'LAZING .METHOD t ''':';', • .. C hanne 1a , tibeiid -- Aile..0 ...,, ''.-.: .4 •'-''' -.I, , 4*..7..:., :,,,,,),..,,:, .,... fp .. o:tC11,Ya : ;ci uNT1 ' . ' -, 1044 OA • 4 .!'• . WI 1.4. lt,.., _' ., P '-":3‘,.. , .!.. : '''.: .,' ';',"' . • '.* !0.1 .1- : • iveli fi*vi . El NI'ORCEMENT i AOriej- . , t 4, i ,,:.,. , bya imii num S tube $1 u1.1.-; 1-vildelviiakCh%CitfCitalitTwOl4INIV210 I./444.by tee 1 ,: bar 1.4 E:f.. 1. eijea'c - e . : 261:0he5Y,E3.10yi42,..;p71,2. :At ,.....,04,5118, t. :*,,,b)r;( , , , : •, :,.,,i.: :7 ) :., , ...? , ... i y .7 , - • ...„, . , • .4{..• .. 45 - :,•,•-)-a-er IP 1.,..aa„ -'-- 4' b itia xchanne115inside F.,f p4s 41 - , ..; .::. ;1,4'.4 s ' 4. '',■■ ,i..-4 4, ::::a ' '," -4. ..,%. ,..1...... . ,n .. --ml■ -:.4 . . l , A 'N+.3. '' 4' .a: , • . • . • PA4 g• ;,,, • ;4131%, ••!" 'tpr , • • . • . • exible,channelviny1 1G1.1,* ; ,• • • .: .'. - . - ••••••:',•,.:., :411 . - ' ..''' ' I i i . ..,.. -- 4... - : . ,......pi.. , e1..-,....: -'.'•• •..... ' ..,..•-•:•:' Sp ,', 'C. Superviso . ,,,,.. .,, . v s on • .,".• . . visor ...,,..:•, • e.....„1... ,.....: ' • • : • • • -: -• • 11,..":1;.; •r • . . • . • • .o • .o p.s.f. 1.1Diamond ProductContro1Divid , ■'1'.! !! • HEADER* '‘Supervisor,- : . - , Security Aluminum Window 5100 N.W. 72 Avenue Miami, Florida 33166 ACCEPTANCE No.: 93- 0913.3 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE 4 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 Dade County, A 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 1'LEASE NOTE TIIIS 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. APPROVED: JAN 2 4 1994 a Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Security Aluminum Window DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS ANSI /AAMA 101 -88 MODEL DESIGNATION Dade County Approval # 93- 0913.3 Expires: September 30, 1997 Residential Swing Aluminum Doors Approved for installation up to 35 R. above grade. OVERALL SIZE Door Opng. Dimension: 6' 0" wide by 7' 0" high ACCEPTANCE No. : D- 0913.3 APPROVED : JAN 2 4 1994 EXPIRES : September 30,1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. WEATHERSTRIP: 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 [lush bolts at the top and bottom of the inactive leaf lock stile. :2- (//taer7-11C ;11 Diamond, P.C. Supervisor Product Control Division EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 61.3 PSF • INTERIOR WIND LOAD (PSF) . ' ASTM E330 NEGATIVE 61.3 PSF WATER RE SISTANCE (PSF) ASTM E331 (No Leakage) 8.3 I'SF AIR INFILTRATION @ 1.57 PSF ASTM E283 0.02 CFM /FT FORCED -ENTRY RESISTANCE (F.E.R.) SFBC 3603.2 (b) (5) CRL -5669 a Security .Aluminum Window TESTS: • SCREWS AND METHOD OF AYI'ACIIMENT SILL : 3 -118 x 3/4" PH SMS IIEADER : 4 -118 x 3/4" P11 SMS RESULTS: -2a- A CCEI'TA N CE No. : 93-0913.3 APPROVED JAN 2 4 1994 EXPIRES : acptember 30,1997 NOTICE OF ACCEPTANCE : SPECIFIC CONDITIONS JAMBS : 11 -118 x 3/4" PH SMS A pattern of four screws at top and bottom hinges plus three equally spaced in between. NOTE: Please see Note 11 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 Gil Diamond, P.E. Supervisor • Product Control Division d r, r.... S M.... _ . 1 rr C. ►:.r�:1 HO Ir,.r;rr /. •4'..rl • . 4 s.r —rr TeJ 0:, „r 3 •.,. ".l C ,. tj,.,i J_ .r J.. 1„ F.rr,ri:e H C.rh,..r Dr. l,' R., t 1 AI H,•n..,i C. - •rl Le - ., l S .r.r. , L...., 1•',f»• l • ...r, P. re A rJ �►i•:: �n.l R_J, M :;li_.•:.1 -1- • • • ▪ I WO 2/no's Window Corporation 7191 N.N. 77 Terrace X5dley, F1. 33165. (305) 375 -2612 FPODUCT CQ ,TPr)L NOPrI(E OF ACCEPTANCE Your application for Product Approval of Series Piro's Awning Window A -F(30 under Sections 203 and 204 of tt South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Yieni Tes[ing Lrbnrrrory Inc in ltrling [;;air report No. 1T[ 14944 (inc 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 No. z 91 1//..e-21 Gil Diamond, P.�. APPROVED Dec. 9, _1991 : Control Division $uper`rleor EXPIRZS z Fu7_r 14, 1995 a iCTF/.SE NOT L"* THIS IS Ti) ,:17 EET, SEE ADDITIONAL TALI S FOR SPECIFIC A_N; f.NFPAT, ('f7N,r)ITIn : Br" ?W )r. S PL'I PPf11 S NJTIC •_Q„E_ ACCEPTANC This application for Product Approval ha:. been accepted by the Metropolitan Dade County Board of Rules end l.ppeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above.• • D_cerber 9, 1991 • 3 • • !0 METAO.OADE CENTER p,!AAO OF PULLS A.40 APPEALS . Su+TE 1010 tit NW 111 STREET M AMI, FLOA, :A 3 '2l•'V, (Xi) 77S•2941 • • 1 .. 4 . • J � Charl :s Danger, E. Deput:' Se•:retary Y.etro ; Dade County Board of Pules and:Appealp ir.o'J i.lur..jr - ),.--ling '�indow A - R30 5 1/$" wide x 6' c c - 2 1/4" hi,h s l/c by 12 3 /' " hip,, Si: ; bGCtG vent � 2 IBS . b 13 y h J ul. �, -�: F high; ell ocT.ers ��;bc '��' Sin. 1e ��e.�tt. "nd in E °ch vent gl vinyl b ulb in :'xLerior Simla . p rail, c.lso each of o topf bill and 14..:%53. Sul flap vinyl ,.L in: of to. eri peri_�ate p five ,,,, ^,�� of fro - ,e head bill One aucc_:tic r � :1 C:,o polo o psratc tallic hoo l ock at each 3 to"er left frGr - .oc.. P!n on each h �s,-5 rail of each vent de °f corner. ` vent and 4" fro.:, b,otto:., corns, n4a: vent; c�e inu.�, _ _.� ..,_;. =� ; r o r ` botto;n corner on = - : ,1 j i tints . • f'_• \�,Z � v :.enc�th an g las s 4 n;, c %?°ou:.d ;;;;d r l o gl �zed.,Using an 31LL,minum Dlored adhe , sive peed. • i lone flange ty-) .i rage ACCEP7,y.N. ! s s EXPIPES l l_; ►1, 101-58 A -R30 'ounty Approval Er.?ir :sr Auyust 14 �S OSO5.1 .�- - -- 1555 r': ro ed for installat1O to above qr ate. n up ELLIzz Elevation rJst be reduced the coastal c onstruction 2 • << , • 1 . ) �r ontro Division Su' ispr 10 -2 • • • .,riino'h Window Corl•oratIon • • AYPF0vk.0 EXPIRES • ACCEPTANCE No. is 91-0905.1 IONS • Drc. 9. 1991 TESTS: SrFEhS kt:D XETHOD OF ATTArH HT INTERIOR WINDLOF,D: 45.0 p.s.f. SILL EXTERIOR NINDLOAD: 45.0 p.s.f. HEADER: 2 - SR 110 x 1' FH S.N.S. WATER RESISTANCE : 5.40 p.s.f. JAMBS : 3 SR 13 x 1" FH S.K.S. AIR INFILTRATION : 0.06 cfn /sf FORCED ENTRY : P:eL 14944 .r'DTEt • ?lease see FDte 111. Page 1 XPPROVED FOR ELEVATIONS UP TO: 15. feet above 'existing grade • Aug. 14. 1995' This prpduct must bo re- evaluated for structural.addequacy when installed within the Coastal C'onatruction Zone in accordance with Chapter 23 Sub- section 2309.2 (b) of the South Florida Code. a i1 iDi _ oral, P.E. product.Coi tro.l Division Superv,sor • fir, • 1 ` 2 • • • 0 • 1. For multiple window installations, approved mullion drawings and calculations mus filed with Product Control. • 2. This acceptance will quslify smeller units of the same design and materials as unit tested. -3- Gil Diamond, P. Product Control Division Supervisor REVISED 6 -18 -91 NOTICE OF A(C'FPTANCE: STANDARD CONDI - EONS FOR GLA7ED PRODUC j All units roust be IF' _ii■inr the manufacturers name. Dade County Prr• 4. Extension of' Acceptance may be considered after a new application hes been and the Supporting data, for test reports less than four (4) years old, has been evaluated. 6. Any revision or change in materiels, use or manufacture of the product E automatically be cause for termination, unless prior approval is granted for revi or change. t • 6. Any unsatis.`actory performance of this product or a change in Code provisions s ; be grounds for re- evaluation. 7. This acceptance shell not be used es an endorsement of any product sales advertising purposes. Windows and Eliding doers have been tested in accordence with the Americ 1\etional Standards Institute's specifications end the Architectural Alurnin Manufecturer'e Association Standards ANSI -AAM.A 101 - or for wood ur. ANSJ /AAMA 302 End 402 end for vinyl units AS7?■1 D- 4099 -82. 9. Swinging do:rs s`.n11 be tested for positive end negative wind pressures as Chapter 23 of the South Florida Building Code. 10. Hardware for all windows End doors s`:a11 conform to Intrusion and Burglsry Secur: Chapter 6C of the Code of Metropolitan Dade County. 11. The spacing of fasteners shell be as tested or 24" whichever is Jess. R The first fattener shall beJocated maximum of 6" from each corner end rnullic or stile. Minimum penetration of fastener shell be as tested or 3/4" whichever higher. No wood or plastic shields or pins shell be used. Unless otherwise noted in the test report, minimum size of screws shell be No. for first End second floor installations End No. 10 for ell other floors above tl. first End second floors. 7 ,8 el 7 Legal Description Date Owner / Lessee / Tenant Bonding Company Permit Type(circle one) WORK DESCRIPTION 1 0 Pc Notary as to Owner and or Condo President My Commission Expires: APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 102 NE • �1 '6 L L t 1 t 14 1310 c-Cc 2 Z M i /N M % St Owner's Address 102- /J e • 6 1451 - • Contracting Co. -te Co 1 E n \-e Ff Qualifier /411, t 0 \'e -4 c7 ss# Phone torn ld° ncy # 737 `f Ins.Co. )G1t 1b1-04- ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN u 1 i 1 n O ' f% e ear N Q2 Pc W N\' n b5 * * * Address Notary as to C My Commission NOTARY Sec , 1 Master Permit # 401 Address $ 555 n! ' 3` a gl Address 7 to(o!o AMLU. (� SL1 #'1 41451 0 4 e of Contractor or Owner= :uilder toE Der- Builder {;• iSCIJAMISSION # CC519379 • '� EXPIRES DEC .18, 1999 * * * * ** s TOTAL DUE Fire Other Buildin_ 7 lI 9' ? Electrical Engineering NOTICE OF COMMENCEMENT , A RrCORDED COPY MUST BE POSTED ON THE .DOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /Ca._ N t. .a �5 / 3 4- /t/ 7 2. Description of improvement: 3. Owner(s) name and address: 114 /2c 6.4 G •- Al Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: - - - - ,'? .Jcc) - y 3 �' i-t F L- . ✓- 6, 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) f Signature Print Owners Name ax1 P e 5 Sworn to and subscribed fore me this ( day of , r A ,L c , 19 c( 7 Notary Public Print Notary's Name My Commission Expires: STATE OF FLORIDA, COUNTY O DADE HEREBY CERTIFY ihcf Phis is a ru c'f tho original {ilrid in 4hir.`':i,.n or. W.FNESS HARVEY RU 978306776 1997 JUL 09 15:42 e--7, ,w sr • Prepared by:c7. r IL) Address: i ' !: Aj _L , I A- 4_ --e , I,. D. 19 CL.R. 9 o` Ci cuaand CounfyCour&n D.'. 12301 -52 2/93 g!4 Date: k11 k ,%. 4414 This letter authorizes M ate, C i z lot JOE . 945) Sk C.. s. Sincerely, Aluminum Products Since 1978 �tZ too€'( £ . 7 A,t) ,4v H111 tle, of At 104.04, Building Department DEAR SIR: We Are the Dade County Notice of Acceptance A jointnom 11, under product control 9(0-oSocp .o7 (Aut orizes Signature a'�ile) -L Slko re s above named products at the following job site. SEAL Holder for number Recol Enterprises 13280 N.W 43rd Avenue Opa Locka, Florida 33054 (305) 688 -8687 Fax: 681 -9447 1- 800 -55 -RECOL .�� ,d�onR ��e5 �< > a �.j}. vr� s x 3a ,ta � o ✓, c - .�..x .,y, �+ ' � ''F.t.0 '�,w� "3�cY;) R,i ",5 ^ V. • vy» �.. a.$: tt1... 23iA'' �t €�M.,:.S"I?�?,� ^'�' '°: '..; . , 4 •.t.)S.r) I , ii TI,,i t , t 1 Li l.. 1". r,': ii r I ;)L:(0.". (''.,' :i i '.t. f i , •.< . i_''.'.l • t l • ;r „ Nut 1 k <t�` � Y ?a�su x , i f. 1, ; `` !ir<, `n f „, n #101;F3.vJ�-r eizevaa<. f. • 1 1 . 1' i ?•. F . MA) f) Nom- S c-tiebo I-€ p - 48" g fl Z3 i 'x 1 48 4 X Se b t4 g" X 58" E- 48" x58 / f 1 f LIT x 58 a - Oa x s 8" K - t-} 8 x 58" I- 4 i s 1 4-8 • x52" Y. s N E D MARC EAC 102, ►SE. c 4 sr. AI silo ¢.E5 METRO -DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Recol Enterprises 13280 N.W. 43 Ave. Opa Locka Expires:08 /01/99 FL 33054 Acceptance No.:96- 0506.07 (Revises No.: 95- 0124.03) CONDITIONS BUILDING CODE COMMITTEE BUILDING CODE COfLIANCE 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 3105-11154) 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 tlrru 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. Raul Rodiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. s anger, Director Building Code Compliance Dept. Approved: 08 /01/96 -1- Metropolitan Dade County I'ccol 1 ntcrpriscs 1. DESCRIPTION 1.1 “;i :i ;1''I':1NC1; N(i 9( APPROVED : AUG 0 1 1996 EXPIRES :AIJG 0 1 1999 NOTICE OF ACCEPTANCE: I'. NCI. ;: SI'I:CI F IC CONDITIONS This approves an aluminum slatted 16ld 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 -SS "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 -13 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) Intermediate 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 I" dia.. x .055" pipe of the same material, at the pipe overlap 1" 1.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. 2.5 Tested specimen: Dimensions: 49" wide x 58 1/2" long x 6 1/4" deep overal -)- / Orlando I lanco, P.E.,- Plans Examiner 11 Product Control Division Recol Enterprises ACCEPTANCE NO.: 96 0506.07 APPROVED : AIIG G 1 1996 EXPIRES :AUG 0 1 1999 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, one 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 existingglass to protect: 0" to the tlat 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 Recol 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. -2b- Or a do Blanco, P.E.:- Plans Examiner 1I Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201194 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 7. TESTS PERFORMED TESTS: ACCEPTANCE NO.: 96- 0506.07 APPROVED : AUG 0 1 1996 EXPIRES :AUG 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. -2c- RESULTS: Orl -.o :lanco, P.E. - Plans Examiner II Product Control Division Recol Enterprises 7 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. 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 I, 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prev Florida Building Code. ACCEPTANCE Nt).: __. 0'iO6.07 ter 36 of the South / - Orla " Ian o, P.E. - Plans Examiner 11 Product Control Division END OF' THIS ACCEPTANCE PJG 0 1 1996 • AUa01199 MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN W (p.s.f.) MINIMUM SEPARATION TO GLASS +50.0. -67.0 Mox. WIDTH - 49' Mox. PROJECTION xx 58.5" NONE MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHOR SPACING +50.0, - 67.0 r 0. C. ! • 10 x 3/4' S. N. S. O EA URL LOCATION 8 THRU 88 8 x 3/4' S. M. S. 3" 0. C. (SECOND PURUN) SECTION Y -Y •8x3 /4" S. M. S. 0 3 0. c. SECTION C -C 3/16 • x 1 1/r LONG THRU BOLT W/ NUT 0 PURUN LOCATION. 3' x3' x.040' xC' -1' , BENT PLATE ANGLE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND • 8 x 3/4' 5. M. S. 0 EA RURUN LOCATION THRU 3/18' • BOLT I w/O TOP FLANGE 3/16 s x 1 1/2' LONG THRU BOLT W/ NUT 0 EA. PURLIN LOCATION 1' 0 0. 0. x 035 ALUMINUM PIPE 9) Cont. (FLAT AREA ONLY) 1/4 0 -20 x 1 1/r TtRU BOLT w/ WING NUT DETAIL 1 POURED CONCRETE OR CONCRETE BLOCK '+ WALL REQUIRED 1' ■ Y x .0871 FLANGE AT THIS LOCATION ONLY 2 CONCRETE ANCFIORS MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND • 10 x 3/4' S. N. 5. 0 PU M LOCATION THRU (8) W/ Y x 1' x FLANGE AT TOP TO© 1.000 2.000' DETAIL 2 •8x 3/4' S. M.S. 0 3' 0.c. (FIRST PURUN) SECTION X -X POURED CONCRETE / OR CONCRETE BLOCK WALL REQUIRED CONCRETE AND}OR (2) 3/16 6 TNRU BOLT 3/16 r x 1 1/2 LONG THRU BOLT W/ NUT 0 EA. PURUN LOCATION. 1' x 1' x .0 FLANGE FROM 2 DADE COUNTY CORRESPONDING MAXIMUM SPAN "L" SCHEDULE CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE IL ECO INC.\ T1UJT TESTING t ENGINEERMG COMPANY 6293 N.W. 3610 . 51- Sty, 217. N/510114 woofs Ft. 33168 Phan* : (305)571 -1530 Fax : (305)671 -1531 WALTER A TILUT Jr. P. E FLORIDA Lic. # 44167 HURRICANE AWNING RECOL ENTERPRISES 13280 N. W. 43rd. AVENUE IPA- LOCKA, FLORIDA 33054 RY. 0n 2 157$YAL 6611 5/2/96 WI. 0. 4 SCALE 11/18/94 DATE 96 — 122 DRAWING No SHEET 3 OF 3 HIDDEN ATTACHED TO PURUN W/ # 8 x 3/4' S. M. S. EA 3 %RUN 7/8 0 0. D. x .059 Al PPE 6061 -T6 ALLOY • EVERY() 1' 0 L D. x 5 /8" x .070' THICK Alum. LOCK RING W/ 1/4' 0 x 7/5' LONG WING BOLT (6063 -T8 ALLOYS 1/C 0 -20 THRU BOLT W/ NUT & WASHER • EACH 0 Typ. • /8 x3/ S. S. 0 EVERY t • EVERY 03 5S .5DQ _ �V46 • 3 O. C. xi . noAREA 0 6 ■ 3/' S. M. S. • EVERY e EVERY Q3 LOCATION SECTION A -A (OPEN POSITION) WIND VELOCITY EQUAL OR LESS THAN 75 m.p.h. 33 Atilt 1 �• 1/4 THRU BOLT W/ NUT & WASHER Cont. • EVERY INTE3tt0R STIFFENER 1' LONG. THIS LOCATION ONLY ORIENTED VERTICALLY 001NUtA � � pty(tL1NS • 3 .5 0. C. ATf (AT MIC ` W/ 1 x 3/4' S. M. TO EA. THRU Cont. 3/16 0 x Y THRU BOLT W/ Ny[T & WASHER 0 8 LOCATION. 3 0 8 x t S.S. ! EACH t TO 9. CONCRETE ANCHORS • Er 0. c. 3/16 0 x 5/8 LONG BOLTS 0 EACH SLAT FULL WIDTH. EXISTING STRUCTURE POURED CONCRETE OR CONCRETE BLOCK REQORE° \ b h 2 CONCRETE ANCHORS - EXISTING STRUCTURE POURED CONCRETE REOUIRED CONCRETE ANCHORS 08' 0. C. EXISTING WINDOW EXISTING STRUCTURE POURED CONCRETE REQUIRED SECTION B -B (CLOSED POSITION) ` \ \\ \\ EXISTING STRUCTURE t POURED CONCRETE OR CONCRETE BLOCK REOUIRED WIND VELOCITY GREATER THAN 75 m.p.h. DADE COUNTY X/3 SECTION B -B (OPEN POSITION) WIND VELOCITY EQUAL OR LESS THAN 75 m.p.h. LT TRAIT TESTING ! ENGINEER/MO COMPANY 6095 N.W. 38121. St- Sta. 217. VIROWM COMM Fl. 33168 Ryon. • (305)871 -1530. Fax : (306)571 - 1531 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 HURRICANE AWNING RECOL ENTERPRISES 13280 N. W. 43rd. AVENUE OPA- LOCKA. FLORIDA 33054 IMP. MD 2 Iaa•etal 19NEWA L 5/2/96 M. M . y a oarstto1 SCALE 11/16/94 DATE 96 — 122 DRAWING No SHEET 2 OF 3 0 CC 1 v 1Typ. EACH SIDE) (r e II - I 1F I I II 0 -SEE DETAL 1/3 .1 l 2.000 + L CO II 8/2 II II 11 II 11 11 11 I1 11 11 11 II I I II II II I 11 II Z I 11 11 j 1 I I 11 11 II 11 I 11 11 11 I LL I I 1 11 1 II 1 == =c = =a= == I I =_ = =_ == II = ==c = =a == =- = = = = =__ I 11 I II - -- c== a == = fi t__ = =___ II 1 II 7 = == = a== =C =_ I II I II II _ = = = = =a = = = mo t________ I1 II I I 11 = = =__ == x = = = - 1 = = = =_ =_ II II II I 1 II II I I __= ik_ _ _= == = =__ _�__CE II 11 j 1 j 1 I I I 1 II 11 1 1 11 11 1 1 = =ft= _______ == = == = = = = = =FR 11 11 1 I II = _ == = _ = === 4bc== == = = = =lo 11 11 1 11 I I I I 11 I I II 11 1 I II I II II I I I II 1I I I II 11 I ==14 = = == =__ = = = =4Fc = == = =___ _= #_________ = #==S= = =c == II 11 49.00CP MAXIMUM WIDT 8/2 (3 RE0IARED) O 0 EXTERIOR ELEVATION TOP FLANGE NOTCHED AT CURVED AREA OF SHUTTER. CONCRETE ANCHORS • 8' 0. C. O 0 E C/3 2 (Typ. EACH SI DE) SEE DETNL 2/3 A/2 INSTALLED BETWEEN 3 & 8 THRU ENTIRE SHUTTER'S FLIT AREA (SEE SECTIONS) � 8 x 1/2' S. M. 5. 0 EVERY SLAT _J COVERING ALL SHUTTERS AREA A/2 L 1 25 r L - 1a -�J 0 REINFORCING ANGLE FULL SCALE L1.000lJ PURLIN L AWNING HINGE (MALE) 250" 0 HOLE () ANGLE BRACKETS (6063 -76 ALLOY) 2' LONG L, .00(f J a ® INTERMEDIATE STIFFENER 10 REINFORCING INTERIOR SKIN LI.D00'J 11 END CAP L IL Eco,Nc. TILLJT TESTING S ENGINEERING COMPANY 6395 N.W. 36th. 5L Ste. 217. VIRGINIA GARDENS Fl. 33166 Thane • (315)671 -1530. Fax : (305)871 -1531 WALTER A TILLIT Jr. P. E. FLORIDA Lic. g 44167 HURRICANE AWNING RECOL ENTERPRISES 13280 N. W. 43rd. AVENUE OPA- LOCKA. FLORIDA 33054 !CV. 1D RENEWAL 5 /2/90 -.. N. 3 ocs1IIPILRN SCALE 11/16/94 DATE 96 - 122 DRAWING No SHEET 1 OF 3 0 1.125' .750' ® SLAT L T 1` m r L © CHANNEL : .5017 m U AWNING HINGE (FEMALE) 1.125 -+-1 \ J \ 1 .75(7 L -- 3.0017 N 0 0 LI.00d'J 0 SIDE STIFFENER TOP FLANGE NOTCHED AT CURVED AREA OF SHUTTER. 11v f - I 8 IL 3/4 S. M. S. GENERAL NOTES: 1. HURRICANE AWNING HAS BEEN DESIGNED IN ACCORDANCE WITH THE DADE COUNTY. 1994 EOFt10N OF THE SOUTH FLORIDA BUILDING 000E AND THE 1994 BPQYNRD COUNTY EDITION OF NE SOUTH FLORIDA BUIIDNG CODE. WIND VELOCITY CONSIDERED 6 110 m.p.h. IMPORTANCE FACTOR 6 1.05. COASTAL ZONE WINO LOADS °ETERNISED FOR E7(POSURE - 17 FOR WRONGS WITH MEAN ROOF HEIGHT OVER 60'-0' ONLY, AND FOR EXPOSURE "C' FOR BUILDINGS WTTH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60' -0". NON COASTAL ZONE WINO LOADS DETERMINED FOR EXPOSURE C. AS REDUIRED BY ASCE 7-88. HURRICANE AWNING'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERff D IN ACCORDANCE WITH SECTIONS 2315 k 2314 RESPEC1VVELY OF NE ABOVE MENTIONED CODES. 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T5 ALLOT (UNLESS OTHERWISE NOTED). 3. ALL ALUMINUM SHEET METAL TO BE 3105 -11154 ALLOY. 4. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 SERIES. 5. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. GALVANIZED OR STARLESS STEEL WITN 36 ksi Min. nap PONT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTH(ERW8E NOTED) (A) TO EXISTING POURED CONCRETE: - 1/e 0 x 1 1 /4 OR 1/4 0 X 1 3/4 TAPCON ANCHORS. -1/4- 0 x 1 1/4 oR 1/4 0 x 1 3/4' RAWL Z WAC NNLJN, AS MANUFACTURED BY THE RAWL PLUG COMPANY, IHC. -1/e 0 X 7/8' STAR TAMPIN ANCHORS AS MANUFACTURED BY STAR EXPANSION. NOTES: A.1) 1 1/4" TAPCON ANCHORS. AND Z*MC NNLN ANCHORS SHALL ONLY BE USED FOR INSTALLATIONS 9IIT0 EXPOSED CONCRETE WITH NO STUCCO OR ANY FT/ASH. USE 1 3/4 TAPCON ANCHORS OR 1 3/4 ZAMAC NNLN ANCHORS FOR CASES WHEN STUCCO EXISTS. A2) 7/8 • TAPCN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PEMITTED. 1/4' a -20 SCREWS USED SHALL BE Z LANG Uln. SHOULD S1UCC0 EXIST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS SE FOUND ON THE EXISTING BEHIND SUCH PANELS AN OR FLOOR. ANCHORS SHALL BE ANCHORAGE SHALL BE 1 1/4 �Mtn. FOR CHORS MENTIONE D IN � % ANCHORS MENTIONED IN A.2). (B) TO E7 IST1NG CONCRETE BLOCK( WALL - 1/4- r X 1 3/4 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RANSET. - 1/e 0 1 3/4 RAWL ZAMAC NAILN. AS MANUFACTURED BY THE RAWL PLUG COMPANY. INC. - 1/4 4 x 7/4 STAR TAMPIN ANCHORS AS MANUFACTURED BY STAR EXPANSION. NOTES 6.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ZAMMC NALLIN ANCHORS INTO THE CONCRETE BLACK UNIT SHALL BE 1 1/4. 132) 7/r TAMPA ANCHORS SHALL BE ENTIRELY ENBEDOED INTO CONCRETE BE L= UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 SCREWS USED 91411 BE 2' LONG M5UEAJM SHOULD STUCCO EXIST AND 1 1/7' JNW0JM FOR WALLS WITH NO SNCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISITNG WALL ANCHORS SHALL BE WIG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4 min. FOR ANCHORS MENTIONED IN 5.1). ANO 7/8 FOR ANCHORS MENTIONED IN 8.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) ANC H O ORAGE T ON A BY FRAME BUILDINGS HAS NOT BEEN COVERED 51 THIS ORAWNG AND SMALL BE ERED 7. TT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER is TO BE ATTACHED TO INSURE PROPER ANCHORAGE 8. THIS SHUTTER KIS KEN DESIGNED TO REMAIN OPENED FOR WIND VELOCTTEES NON GREATER THAN 75 m.p.h. EACH SHUTTER FRAME MUST BE PERMANENTLY LABELED 1TH A WARNING NOTE STATING THAT TO SECURE SHUTTER FOR CREATE'? WIND VELOCITIES. IN A CLOSED POSTTON. REMOVE PIPE SUPPORTS. FOLD SHUTTER DOWN. AND FASTEN ANGLE BRACKETS TO EXISTING WALL B. HURRICANE AWNING SHALL ONLY BE INSTALLED AT BUILDINGS WITH MEAN ROOF HEIGHT UP TO 30'- 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING UNIT DURING HURRICANE WARNINGS. 11. SHUTTER MAN FACTURER'S STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF SIDE STIFFENER (COMPONENT (7J ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: HURRICANE NG RECOL ENTERPRISES OPA- LOCKS, FLORIN DADE COUNTY PRODUCT CONTROL APPROVED. //c /rte) DADE COUNTY