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BP-04-107Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit N R JAN Master Permit No. ig '. e°` '3- Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing � _ ,. Owner's Name (Fee Simple Titleholder) ;S p ��'� ` � � �!' � ' acne # Owner's Address J 2 "5/ -v 7 e , ,4'a t City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 40,71 ip� �' sv City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 7C, 10/),m4,,,,, Contractor's Address Y `'',; s & /OP / 7 City Aletd'!�(�'" State FL Qualifier 71. cif , Phone # Zip 33/ Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ®' ,'� 0 e) Square Footage Of Work: J'r Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: cAor ****************************Fee' s*** * * * * * * * * * * * * * * * * * * * ** d ) Submittal Fee $ �© / C, C o Permit Fee $ 49 CCF $ �, 60 CO /CC Notary $ Training/Education Fee $ �f 0 Technology Fee $ a , Scanning $ Radon $ Zoning e- Bond $ �~ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ t 3 0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address ` r City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be pasted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such sted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,b Contractor The foreppiug . s i ent was acknowledged before me this day of - . ,20V ,by known to a or who who is personally known to or ? has produced who is personally kno ohs produced As. iden - 'ation and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registr ation No. Certificate of Competency No. 76): S' ',34°$ ***************************** * * * ** * * * * * * * * ** * ** * * * * ** * * * * *** ************** * * * * *** * ** ** * * * ** ** * ** * * * ** * *** JAN 3 0 2004 as identification and who did take an oath. r t Ahy sEA, APPLICATION APPROVED BY: Cho 12/15/03 Plans Examiner Engineer Zoning 9465 NW 1 MEDLEY, 3`P."0°Y1-)°1 .C. Window Shutter Manufacturer Co. 9 STREET, #107 ORIDi 33178 tai- /109 .4'E j - 7 }moo P19 PHONE (305) 863 -2727 FAX (305) 889 -1983 a. $17 / : ; // j1o� 7 3:2 41 9:711 0 pen Difuj- .••■■■■■..■.•■••■••■■■•■ TURpiS OF THE PRQDUCT CONTROL APROVED IMPACT RESISTANT SHUTTER SYSTEM ELEV. 4.23.-S. `F TOP 0 PIRaPET NENE II loplai II %Nimbi mos—T—tra 11111011111V.I111111 111411111111C1111 111g1 Iliril > e, lama 1,1111111,1101- •;• SOUTH ELEVATION ST5'r t/8 = (POOL Homo ss. moo rocr-r (morEs) TOP or .OF TRUSSES 6 ELEV. Rt0•-0- sr TOP OF SECONO LEVEL CONC. SUR ,4 ELEV. 0.-0. sP Tor or con. S50'\ • SOUTH ELEVATION (BLDG 1 & 21 ocA15. 1/8. nn LJILJ WESTELEVATION SCALE: 1/Er o 1*-Cr (POOL HOUSE) EAST ELEVATION SCALE: 1/8* = 1•-e (POOL ROUSE) ..... JR a:4, i'si• NORTH ELEVATION (BLDG 1 & 21 srAtr: i•-e 8 1 I UL NORTH ELEVATION SCALE: 1/Er = 1*-r (POOL HOUSE) )ffli 11,7 ' 0 j, WEST ELEVATION IBLDG. 1 & 21 SCALE: i/6 EAST ELEVATION IBLDG. 1 & SCALE: 1/8. = 1.-e Aluminum World, Inc. 1767 West 37 Street #18 Hialeah, Fl 33012 Phone: (305) 825 -1355 / (305) 485 -3464 / Fax: (305) 825 -1356 SHUTTER. PRODUCT APPROVAL AUTHORIZATION FORM Date Municipality Job Address We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel Shutter under No. 01- 1029.02 and the "Storm Guard 0.063" Aluminum Storm Panel Shutter under No. 01- 1029.03. /Ths1ettauthcrzes " d' /1,57�r` a�, +, .*A04„, ?'r to use our 20 Gauge Galvanized Steel Storm Panel Shutter under Number 01- 1029.02 at the above reference address. E3 This letter authorizes to use our "Storm Guard 0.063" Aluminum Storm Panel Shutter under Number 01- 1029.03 at the above reference address. Sincerely, Al inum Word, Inc. F cisco Rosa , President 1) This form must accompany the application for building permit and shall become part of the permit documents. 2) The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. i , MIS 4DA0€ NIIAMI•DADE COUNTY. FLOIttC ,METRO•DADE FLAGLCI'. 13UILINN PRODUCT CONTROL NOTICE OF ACCEPTANCE Aluminum World Inc. 1767 West 37 Street CS llialeah ,FL 33012 ltUILDINC CODE COMPLIANCE; OF1.14 .1 rttt)- DADt:rt.AGLEI:lit;tt.l)( 13u \\ S.I.t•t.AMt;ttSTREET. a:trl: 1t VLORU)A 33130.1! .13051 315-290 I I':MX (3031 3`5.2. co.-rum-run 1.1c1:.%siNt; SC( •1'1 (31131 3:3.:3;7 FAX 1305137'.: t't).'rn. \t rota FXFt)KCKNlt• I nivIs1 pot 37S.29661 VAX (303) 375. 1'Itourt -1• t•ovr! cot. Inv 1st (3031373•21302 FAX (303) 3724, Your application for Notice of Acceptance (NOA) of: 0.03S4" (min.) Galvanized Steel Storm Panels Shutter under Chapter 8 ache Code of Miami -Dade County uoverninc the use of Alternate Materials and Types Construction, and completely described herein. has been recommended nded fur acceptance: by the Miatni -Due.l County Building Code Cumptiant:e Utlice (I3CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. L3CCO reserves the richt to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. lt' t product or material tails to pe:rtorni in the approved manner. I3CCO may revoke. modify. or suspend use of such product or material immediately. BCCO reserves the richt to revoke this approval. it• determined by BCCO that this product or material tails to meet the requirements of the South Fiur Building Code. The expense or such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0 1- 1029.02 EXPIRES: 07/09 /2006 72-1/1-*0 Raul Rodriguez Cltier Product Control Division TlIIS IS TIIE COVERSIIEET. SEE ADDITIONAL 1'AGES 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 Bui1c. Cod: and Rrc:duc:t Review Committee to be used in N liami-Dade County. Florida under the euti:!it:uns forth above. APPROVED: 01/17/2002 gss,-4,0":44/11,:„.01:44.. Francisco .1. Quintana. IC: \. Director .1iatui -Dade County Building Code Culttpli;t Or Aluminum World, Inc. ACCEPTANCE No.: 01- 1029.02 • • APPROVED • 01/17/2002 EXPIRES 07/09/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS .1. SCOPE This revises the Notice of Acceptance No. 01- 0516.01, which was issued on August 0?. 2001 approves a 0.0334" (min.) Galvanized Steel Storm Panels Shutter. as described in Section 2 of Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Editiol Miami -Dade County, for the locations where the pressure requirements. as determined by S. Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawin,, 2. PRODUCT DESCRIPTION This 0.0334" (min.) Galvanized Steel Stoma Panels Shutter and its components shall'be constr.: in strict compliance with the following documents: Drawing No. 01 -230, titled "20 Gage S Panel - Storm Guard ", prepared by Tilteco, Inc., dated October 03, 2001, sheets 1 through 7 bearing the Miami -Dade. County Product Control approval stamp with the Notice of Accep number and approval date by the Miami -Dade County Product Control Division. These docur shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts. threaded c metal shields, headers and sills, must be protected against corrosion. contamination and darn: all times. 4. INSTALLATION This 0.0334" (min.) Galvanized Steel stoma panels shutter and its components shall be instal strict compliance with the approved drawings. 6. y LABELING Each panel shall bear a permanent label with the manufacturers name or logo, city, state fdtl9 ing 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 idcntitied in Section 2 of this No Acceptance, clearly marked to show the components selected for the pre installation. 6.1.3 Any other documents required by the Building Official or the South Florid: d' Code (SFBC) in order to properly evaluate: the installation of this system. ac Helmy A. Mahar, P.E. - Product Control Ex' Product Control Division l Aluminum World, Inc. ACCEPTANCE No. t 01- 1029.02 APPROVED . 01/17/2002 EXPIRES 07/09/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ( Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled a original submitted documents. including test - supporting data. engineering documents, are no older thar (3) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, following statement: "Miami -Dade County Product Control Approved ". or as speeifcall; stated specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered in a. There has been a change in the South Florida Building Code affecting the evaluation of this p 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. includ correct installation of the product. d. The engineer, who originally prepared. signed and sealed the required documentation i submitted, is no longer practicing the engineering profession. 4. Arty revision or change in the materials, use, and/or manufacture of the product or process shall autom be cause for termination of this Acceptance, unless prior written approval has been requested (throi 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 an purposes. 6. The Notice of. Acceptance number preceded by the words Miami -Dade County, Florida. and followci expiration date may be displayed in advertising literature. If any portion of the Notice of Accep 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. pro :;ded to the user by the manufacturer or its distributors and shall be available for inspection at the at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and rer Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 4. -`- H:cImy F akar, P.E. - Product Control E Product Control Division E2.2J0*---1 .13114* I QQ. N J (3) -2 coo FULL R. 0 "U" HEADER 3' Fait . MI..1 0 PANEL .121' 1/4' • S S 37tH RIMED TO ANCLE r 0 SPACINGS SNCwI4 S£CTX7r6 Q STUDDED ANGLE CONCRETE ANCHORS (SEE 5OHEDUIE) IMax. I Mtn. • T rn r iTr» Rawl th RIC ARE CAS[* irEAqtrlif 54 s I,' Li- I Mat. 7 �� I E ccANL74r' E ANC HORS (SE: sC7+E?L,u; I J j Mao STORU__P_ANE- L- TYPIDA1 ELEVATION_ 1-TE SHE:T- J -Ef-7- Rl7NT.RCIMC COWS W/ O .210• Ma.. CAP .z 0' Ma.. s'cr InN A -A 1:11173' .u• 1. .121• DETAIL 1: STUD WI WING NOT .J74 - �- .144 r er7 114 1� Logy 60 "F' TRACK .171' © "h" HEADER GENERAL NOTES: t. 57L1PIt NAG HAS 8E*'4 D SCNED w .C.CAG ACE •I77t I71E DACE COU•IY. t98+ =MN or 1M SC417# PLCRC•1 EIKA O CODE. AMC" sw40 SP LG'GS SHALL E E CE7EtIit AS Pe: SE=G 4 Cr ASE: 7-44 "Loa. 110 m.o. &kW 57iiPW PANELS ACECY:IC7' FOR IMPACT ANC r :170.E RESISTANCE HO BEM 1.ERO7C17 W ACICOVGAN WITH SECTIONS 2.1t3 t 2114 RESPEC7?C.r. Or NE 4.9CirE csevT7orsEl3 CCxc 2. ALL STEEL S/r(ST METAL PAAtrLS owl HAK S7R4CR+RAL GCNLJTr AVM Ad11. CRAPE X. GNLUwt1EO S7EZ OESx:+641ON w/Tr -34! Ca (AFTER ROILED). S ALL AL{INVI4 M EXTRUSONS MALL BE •cs.1 -r4 ',tsar trt-SY CIH£RwaSE NC7ED 4. ALL SCRE'ws TO BE STA&(LESS STEEL .IC+ CR J14 SENDS 3 9CLTS ro DC 3024 -r+ Atuurw ALLor G4 VA G1R STAKE= s7tC. IWTH 13 Ind MiwMUM 77 .D PONT. 3. A..C.GAS 7 WALL SHALL BE AS rc.Lc1 (l.SNL.MS OTHERWISE NGTEs7 (A) ra LY377P.0 POURED CCINGRLTE: - I/4' • TAPCEM ANCHORS. AS 1iw•fACf1RfO Sr LT..%. RAS.SET CR ELCO INCL77REs - 1/4• • : 7/3' G4LP -IN AAO RS. AS MANUfACTUACD BY Pa•as fASTt7VMtw INC A. j • UWdLV ELBECMEWT Cr rAPC.YaI AMmoes two CONCRETE' SMALL BE 1 J/I A.2) 1 /4' • • 7/3' GvX -W ANCHORS SWILL 8E ONT7RCLr ELBECCG) WTO :HE PCLPED CCNORE7E NO £)IDCM IT INTO 57I.CC SHALL 9E PrArArr7TED. 1/4 • }-2O SCgE'ws L.SED SHALL BE 1 1/2' LCNG MINIMUM SHCLtO STUCCO Q sr. A.J) IN CASE nAr PRCG6ST SVG.'.0 P:RtC 4ST CV.C917E' PANELS. CR PANELS 8E fCLw° ON THE E7t5flNC WALL CR FLDCA. ANCHORS SHALL BE LUNG ENOUGH m RCACM 1HE £4414 5rR,.CTIIRC WINO 51.04 Awns. ANCNCQACF SHALL SE 1 J 4• lamina* f#R AHCHCRS MEVrc# CO IN A.1). * 7/3 • fCR ANCHORS NCY IGvED IN A.2). (B) TO EXSTWC CONCRETE' BLOC? mu: - 1/4' • TAPCCN ANCHORS. AS MwUfACTURCD BY L1.IK R LISEY CR 47.00 U4CUSTRtES $ - 1/4' • i 7/4• CALX -w ANCHORS AS MMIUfACTUREG BY POIMIS fASTEVIwG INC. c_ Norm . I) MWIMLW EkEx.."'r&1C41 or rAPCCN ANCM.•S INTO IN( CCCWCRETE BLOCK UNIT SHALL GE. 1 1/a 8.2) I /4' • • 7/3' CAP -w ANO CR5 SHALL EC ENTEMLr 1li8tCCEO INTO THE CONCRETE &CC% Gwrr. Na E74BECWOIT INTO STUCCO SHALL BE PERWTTECL 1/4' •-20 SCREWS USED SHALL BE 1 7/2' LONG 1ANUuuut SHOULD STUCCO =St ,nc t' YrwLBI ATOI WALLS WIN NO STUCCO. 83) w GAZE nor P.4ECAST VW CR PRECAST' CONCRETE PANELS BE FOUND CN THE 07S1NC WALL. ANC1CRS SHALL BE LONG £1'.G.04 TO REICH ME LAN STRUCTURE WINO 31.04 PAWLS .Y.CHCRAGE SHALL BC I 1 /4' MMIUW fOR ANGR•S LENt1C/NED w 8.1). a 7 /8' FCR ANCM.RS MEWING) IN 82). (C) C H S SHALL ltwuf�ER 0w?MC ALL Cf THE RECOLIMC C.4fGNS ANO SPEC TCATIGNS • 7. PANELS 44r ALSO BE INSTALLED INUPIZCNTALLr FCtLCWCNC INSTALLAnCN CET.VCS SHOW CM secrtovs 2. K 3 * 3 (SWEET I J.1 Or7). B. LIEN PANEL SHALL NAVE A uvula ANO REACItr Y75113LE LLARICINC INSTRUCTING awe? CR 1E�i 4wT 10 SSCURE PANELS Mnt APP1.10181.S REJNFCRCEVENT CURING P..RIG.S Cf 1939RCAI4C WARNwG 9. It 57441.1. Etc ThE RE5P.NSIB21TY Cf nE CONTRACTOR rO 1.tR7F? T74E SOUNONESS Cr 174E STRUCTURE PNERRE SHUTTER, 6 TO EL ATTAC4o r0 wSURE PRCPtR A•CNG•ACL to. SM/rnER ALANC,ACNRr.R'S LAP-C. STALL BE PLACED Ar 'sorrow Of EACH PANEL. LAW. SHALL READ AS fCLLCwS ALUMINUM :NORM, W. INC. MALE. 17.07404 uPia -CALOC Co rr PROCUCT CONTROL APPROVE.^.. 05 STEEL TUBE REINFORCEMENT Arm A -$25 w/ Fr - JJ >la! 2" x 5" (Max.) x .7:25" ANGLE 3083 -13 Alun. ALLGr COMPONENT S • ATTN. AGM CF77CAt5 GO Nit ACCEPT fl us CRA,IwC w/O !` AWJIINUM 1rJ7t0. INC r /fJ/ RAISED CORPOUTE SLAG CCRP.,.cA'F SEAL • APPROVED AS COMPLYING 17TH THE SOUTH FL RIOA UILO►NG CODE oAr =41 p1'7 I ZOOZ {Ir PRODUCT COI` '.OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO0I C� 2°l' O Z MIAUI -DAOE COU 20 GAGE STORM PANEL - "STORM GUARD" SCALE WORLD, INC. 1747 w. 57 STREE: war; 14 MtAtSAH. r... ILA 1_C :7 10/4/G1 GAtt /ALUMINUM I t L E C O L:. 01-28 Oq„w1!*G YILUY TESTING t ENGINEERING CCWPANY .S 3 w.rt. 3aai. A. 7e.. 117, v1C'WM :"CC' ., P 33151 ►v.. 1136:,•7' -1130 t.. • L36:4,11I -1111 13- CW3719 rt ■ 1...R .F, w OCO..'I.O• a.K , - SwtET I O COACP,C7r ANC■ORS (SCE SOKOL POURED cc&C.RCTE RfG+xRa CQ'<. E7IT AnCJtRS (SEE SO.CDut_ry PCPACO CO+.CRl7E OR CONCRET(` BLOGf 0104 ftzuffm-\ vi eI / Pt?URED / PCtJRED cavagar oft Etr I 7E BLOCK NNLL f ' BCOCt Ntd(j 111 R RECL7kE9 REOul= CONCRETE median (SEE SCHEDUU -j CGMC'R:TE ANCHORS (SE£ SOOECUL£) SECTION ® ANCHOR Cant SECTION 0 ANCHOR Cont. V 3 SECTION 0 STUD SECTION 9 STUD WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION — SECTION .1 — SECTION 2 SECTION 0 ANCHOR (SEE S H Dz() FCR Min. SEPARARCN TO I CriSTrrrc CLASS I Cf mNCCw OR •I s G. O. POURED c cR -min CA Cx BLOCrr WALL RIOuvteD 7/8' f *INC our O fi£Rr Sruo SECTION 0 STUD WALL MOUNTING INSTALLATION — SECTION 2A�.��^ -- �. !, /-$'7o f 3 WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNT. INS] — SECTION 3 — SECTION 4 E. C. a EDGE DISTANCE (SEE HET S CF 7) Harr FOR COMBINAfONN OF sit netts: ,vALL /FLOGRtCDUNG MOUNTING SECTIONS CAN 8E COMeINEC IN ANY WAY TO SUIT ANY INSTALLATION. APPROVED AS COMPLYING ?.1TH THE SOUTH FLORIDA BUILDING CODE 2 dG DATE ( Z BY PRODUCT CO N" OL OIVISICN BUILDING CODE COMPLIANCtn OFFICE ACCEPT ?DICE h0. _ Z MIAMI-DAOE IILIEc0INC.\ TIUJT =Ivo t u+o+NEEJt:NO cCMPANY. ,te 4 K.. s.•... IL. :u. 7w�. chno.i n 11104 ►,.+.: Uct:ari -tt.3a r. • (3CSA7I -13s1t E3- CCCd7t9 M.k.1 A TiLig ,r.. P. E. ::Anima •••• utA7 20 GAGE STORM PANEL-"STORM GUARD" ALUMINUM WORLD, INC. 1747 vt. ] 7 STRC t:.rCI: 1a fLCR:G ]:G12 t.7... Suo•rnas a.n i .. to 01 ORA • SMEE7 '/_/1//// BUILD -OUT MOUNTING INSTALLATION - SECTION 5 /8 POP 14070.1r PANEL REINFORCING DETAIL VI/QS NOTE FOR CCCJSWNATIC.V Of SECTIONS: WALL/FLOCR /CEIUNC MOUNTING SECTIONS CAN 8E CCu8INED IN ANY WAY TO Stl1T ANY INSTALLATION. E. 0. - EDGE DISTANCE 0 �D5OF7) APPROVED AS COMPLYING'MTH THE SOUTH FLO tOA B ILDING CODE DATE OY PRODUCT C. �TROL DIVISION BUILDING COOE COMPUANCE IC ACCEPTANCE NO.O Q 2 MIAMI —DADE /1irrZ31.\ TIt.t1T Trsntgi t rJIaMQRzIa COVrN• ■0113 ur. 34 > . A.. 217. N+sawM CMOLVt R 31104 hr : (3001171 ■13.10 . !o : (=WI ••1331 tuara E3- OCCQ71a 20 GAGE STORM PANEL — "STORM GUARO" ALUMINUM WORLD, INC. 1767 W. 37 5171EET UNfT: 16 MML EArI. FLCN:CA 33012 al 1c 01 srd ET CASE A (Plan) POURED CONCRETE COACJEIE BCOCk IwLLL TAPCOtt ANCHORS e 12' O. c F- 2.100' Mil. I 2.is r /t' • BOLT 0 I2' O. C. M /JACx Jr CASE B (Plan, 2- • 2- • .055- TO 2' x 5' a .055" Cant. Munn. ANC1 OR .C80" JI0S -H154 SKEET METAL Alum. BENT. PLATE ALTERNATE LEG LOCATION CASE C (Plan, END CLOSURES DETAILS 4' a 4' a .093' J10.1-4414 CR 5041 --T4 ALLOY Cent Almon. AACLE OR IQ GAGE CaM. STEEL ANCLE MAXIMUM DESIGN PRESSURE RATING "W" (p.s. /.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE M42ThJUM CMG" LCAO W (O.a.I.) Ma,. PANQ L.04CTFt L 00 MV4wUi! SEPARATION TD C,� APPLICABLE TO " SECTIONS I SEE SHEET 2 R J Ot 7, PANEL REiNONDITI N CONDITION .60.0. .60.0. -76.0 ___ - _ __ J r/r 1. 2. J. 4 & 5 UNBOLTED #60.0. -72.0 9 -0' r 0 UNBOLTED +600. -74.0 a' -TO- 2 J /4- a UNBC1.= .42.7. -512 >a' -10' TO 12' -O' J' 2A BOLTED W/ BAR • 1T .j . • BOLTED W/ r /4" 0 -2G S. S. AL S. et WlNCNUT AT OVERLAP et M10LENGm OP PANEL. APPROVED AS COMPLYING WITH THE SOUTH FLO IDA 6 tIO►NG CODE CA • l X2002 BY PRODUCT C• TROL DivISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOD. 02_= y FJIAId1 -OA0E JILIE T1Li1T Tanrw a D40NNE . 1N0 OOtrt•ANY 3 at. Ira. s.. 9a M. Waft GAaQCt R 331144 t►.... ; �.'osPa.1330 to : oc.rint -IS1I E3- CCC6711 wAL M1 nut; :r ?. E. +•: .•. 4117 20 GAGE STORM PANEL- "STORM GUARO" ALUMINUM WORLD, INC. 1747 W. 37 MEET NW1 : 14 MW 1. FLCR:CA 33012 ICI. r IC, . 01. OA, 1 y+EET ** MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES • MAXIMUM DESIGN LOAD N (p.,.f.) +60.-71.5 +60. -72.0 +60.0. -76.0 +42.7, -5.3.3 * L 0. • EDGE C1STAHCE SEE-SHEETS 6 dr 7 OF 7 FOR ANCHORS TYPE et SPACING FOR INSTALLATIONS INTO Fr000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VAL,D FOR ,j 1/2' EDGE DISTANCE. FOR E D. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR C4LX -1N ANCHORS IS 2 1/27 ACTUAL E. 0. FACTOR MAXIMUM ANCHORS SPACAC fi7R E OT .. J 1/24 °'• .86 APPLICABLE' To SECTIONS / et ANY COMETNAnGN Cr THEM . o WU7WM PANEL LL TM V (ft.) , .71 .30 TAPGICNS .50 cAtx -04 70 CONCRETE TO uuoNRr 10 cCNGgETE TO MASONRY N/A N/A !�_ 12' —__ �" J2' _ ' 6 (TOP /BOTTOM) t 8' -1' OR LESS ■ N/A N/A 6' I 6' 6 (TOP /BOTTOM) 9' -0' OR LESS 6' N/A 6' ( N/A 1 (TOP) 11'-10. OR LESS 6' 6' 6' 6' 1 (BOTTOM) 6 6 6' , 6 2 (TOP /BOTTOM) N/A N/A 6' 6' 3 (TOP) 6' 6' ' . 6' II 7' 6' 3 (BOTTOM) 10 1/2' N/A 11' N/A 4 (TOP) JO' N/A 10 1/2- N/A 4 (BOTTOM) 6' - N/A 6' N/A 5 (TOP) 6' 6' 6' I 6' • 5 (BOTTOM) N/A • N/A 6' 6' 6 (TOP/BOTTOM) l 6- I 6 6' 1 6' 2A (TOP /BOTTOM) .>8' -10' TO 12' -0' . SEE-SHEETS 6 dr 7 OF 7 FOR ANCHORS TYPE et SPACING FOR INSTALLATIONS INTO Fr000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VAL,D FOR ,j 1/2' EDGE DISTANCE. FOR E D. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR C4LX -1N ANCHORS IS 2 1/27 ACTUAL E. 0. FACTOR 14PCCn _ CALI7 -w .86 .75 3■ 2 1/2' .71 .30 2' .50 APPROVED AS COMPLYING VATH THE SOUTH fL • RIDA BUILDING CODE DATE IA ('11 Z. •• BY>1��• PR • ' UCT CO ' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 01— 10 21-0 Z. MIAMI -DADE COUNTY 20 GAGE STORM PANEL — "STORM GUARD" SCALE IILIEc0INC.\ TILL/. TLTTINO A 010iNCS101N0 CA7i1PAMY a•3 Kr. 3m. 7L !la 217. WO++ Cl d, R 331" Pw ; (3.=;01..I5.10 . P.. 1 I3C4X-11 -12.1 9- 0044719 OM fluff Jr- P. E. ' ALUMINUM WORLD. INC. t747 W. 37 SiRM7 W4fl: II HLaI. EAw. FLORICA 33012 !.R Ott, r auas 10/4/01 OATC 01 -280 ONAW044 Mo 51f CET 5 OF 7 1/4••. J'&CNC LAC SCREW • a' 0. G 1+ I 77/J2' t tn. PavETRARON M C0371•.0 ,•OCO t.C4GC REWIRED (SEE SCMEOLAS)- L R tan. SEPARARCN J EXLSni< CLASS Cf .Gow OR S C. O. At ALTERNATIVE 1 -- (SEE SCMCDULb FOR Wm. SEPARArRGN 10 EXr5T7NC CLASS OF wv400W OR S C. C. R1 7 /8• • • 3/32' oft._ MIT O £.m STUD O l2' 0. c Cant. 7/ ♦ • • • .)' LAC SL2tE'WS a a' 0. C. W/ l 27/32' Uri. PC ETRADCN a wowiOM Cr PLATE. ALTERNATIVE 2 Ncrr FOR CCAtstwr7L+v CF SEC77CvS +11,1L.L iaXw 7NG SELT7Cr4S CAN BE CCNEUNED av wet w.r to SW A•vr w5TAL1AACN. NCtES: 1. U TALL DEARS ARE C.v:r /ALTO FCR C 51CN MlfO 110.405 UP 10 •60.0. -73.0 Rai ANO P•tvC S LENC1Rd UP TO 3. -10: 2. NCO 2' t C P. r. 7D '( SOcit)4CRN PINE Na. 2. SURFACED CRY Wit 19 s v. u C. W/ SPECIfC GCN91Y Cr 0.11. .1. FCR tiro "NCO MN: C E UCTlCN: *COD maims to BE SoumEAN PINE No. 2. 0/ SPEC 7C OE.1tS/7Y OF 0.33 OR MAL. LAC SCPCaS O 4' 0. C. w 1 27/J2' tan. PC4ETRADON to Eur5 710 *000 *EAGER. Cant. 1 /•' • wow < 6Cir r/ nut a •4s.E• • C a. C r urn. RECURRED (STT SCNC utE'J FCR Lr:1. SEPA. 4RGN 1G E7rISTT•C CL,e.SS CF we•COw OR S G O. 1/4' • a l l/I' LAC SCREWS O 4' Q C. Cant. 111 I V .aUl,haUUhaaa.. -.=�:= 7/S' • a .1/32' 11NC MIT 0 E' 57L0 0 /2'O. C STAGGERED 7C 1 /I' LAC SCREW F' -a .m.ilvuaa nvot*0►t♦ti � r ALTERNATIVE 3 /14$.T /♦'S. 3 S.. S. O CO. C. Cant. NEW P. 1 2'.a a• Cant. w /(2) 1/4' • a 3' LAC SCREWS 0 £RCN STUD (uiOw1O1N CF. 57W. 2' 4f1. NCARN.4) AND W/ 7• Ann. PENETRA3700 iNTO D75T.NC $7U0. fir RECLuRED K,+ P. E. 2' • •' (L41.) Cant. w/ 1 /s' • • ! LGrC w /ii/ 'u:'P rrcw 10 E n371„ C toCCO HEADER. 'I. (SET SC1EDULE) FOR Mn. SEPARATIC.r 7o Eas % C CLASS CF MNXOW CR S G 0. 1/4' • a 1 1/2' LAC SCREWS a a' O. C. 0 MP ". .c. .I / •aaaaaaaaaaaae.In -t J Cant. 7/a • • • J /12' 4400 our a cdtar • STUD O 12' Q C STACCERED l0 1/4' • LAC SCREWS Cont. id ALTERNATIVE 5 Ara P. T. 2' a Q' Cont. W/ (21 1/4' a a 3' LAC SaREWs O EACH 57110 (AttOtoCE14 Csr 57710. 2 • M■n. iCttit4L) ANC •'/ 2' Lan. P= ■.E7rP..4x•N uvmm £r.1700 STUD. FEL. '111 • • 1' • 2' a 123' (An.) Alum. Iliac w/ r /a' • • • • LGK LAC SCREWS O 1' 0. C w 1 27/32' stbt P•7R•4t7Cwr 10 Qrz c *OW R. . : a •■ 1 *000 ME4OER REO4AREO (SEE SCr•E01.4 E) FOR itln. -1 SEPAR+RCr4 10 E7CS77414C CLASS CF1aro0awCPSC 0.1 r rl / 14 a .1/4' S S SM.S. 0C'O.C. 00111 111111°14111161.:: 111,111ifile111,131.1__,,;1� • • 440111.141401,111414144440 411091111== ALTERNATIVE 6 WALL MOUNTING INSTALLATION - SECTIONS A 7/0' • a 3/32• mt.0 MIT 0 EVERY STUD 0 12' 0. C STAGGERED to / 1 • • Sv.S: ALTERNATIVE 4 il • ♦' a 1 /3' (10tout IAJ 6063 -11 Al' " P18: (Cant.) (21 1/4' • a 4' 1A0 sC?E'#S a vat STUD (141C'aCIN Cr S1W) ANO w/ 2' Wan. PENS-7G=0 0110 E}257704C STUO. Cant, 4 7/8' • • J /J?' YM.NC MIT O SCR" 5710 0 12' O. C STACCEREO 10 / 14 Sti 0 Cant. 1' • 4' • I /8' flan.) 4043 -r3 Atuen. 1718E (Cant.) (2) I /t' • • 4' LAC SCREW O 0ACM 57710 puton'1am OF srt-c. 2' M41. Ncant4AL) ANO it/ 2' idn. PENETPA11CN io10 CLSTINC S7t.0. APPROVED AS COL.LPLYING 1r.1TH THE SOUTH FL • T.tOA BUILDING COOE DATE 6Y &mil AMY.. rr • ../ PRODUCT COr rROL D1v1S1Ot1 WILDING CODE COMPLIA ICE FFICE ACCEPTANCE No.O I - I C� Z1. U MIAMI-0AOE COUN1 20 GAG_ STORM PANEL- "STORM GUARO" WORLD, INC. 1767 W. 37 SR t;.4t;: 18 neALEAM. FLCttx'.. 1.C12 scot lo/w01 CAM /ALUMINUM 1 J r v O ING. Q1 -280 CNA *,nC P• UT Trrnma e..+.. 4. k C71GNCL:RINO CONrAlif dA A. t+.. 117. w4=4.. ti.7 O.i 41. 1.1140 is :1'1}111.11,.11 = 3- OCCE719 0 .. M•&.T A. i1W .t•. io.,..:.(731./11.1110 n'... 7uar►'0. I Lei 1 W''. r 1 I a s1+EC7 a or I • - LAC ,scRO4S Y e' a. C w/ 1 f /12• u:.. PC•4[7RAn0f /11• ��' 10 0137144 "0CC MEAGER. OP* �' r ;' Cana V•' • wcN•wE 94x1 ,., It NUT wASHR • . R � a•a t 4l woo KAOCR -amoral -(Sr E solcotA.E) -- MR urn. 5EPARAnCN L Q'tSTWC CLASS Of ww00W CR £ C D._ T t/•' • s 1 t/2' LAC SCREWS OE'0.0 Cana 7/0'9 •J /12' V1K. Mir it EVCr7Y - STUD I N. a c Cent. f V I a I r-t • 11th. t /s• •-20 S £ 90115.0 0' a C. W/ Nur or •4431021 Cone NEw R t. 2' s a' Cant W/(?) t /�4' 0 1 3' EA LAC SCREWS • CN STUD (MOW107N Or VW. 2 MM. N04,1•4L) AND W/ 2' U4n. PSNCTRATX'SV tttlt7 E37S7wtC STUC ALTERNATIVE 7 /14 ../4 S. S. 544. • e 0.0 r-- wiNCG NUT a /E�t7ir STUD 12' a C Cont. t /•' ••-20 S. £ 901.15 a e Q C w/Nur t wASNE4 Cont. . 1'• •'r .125. (Ulm) Q`- AMR. nee' (iO4.2 -ts ALLOT) (2) t/4 • • • .' LAc scorers O EACH $7U0 (& C"iOnt Of STUD) AND W/ 2'. I4... "-NE1RAnGN wro CeLS7114C STUD. ALTERNATIVE 8 WALL MOUNT. INSTALLAT. (OFFSET) - SECTION A N ta:lfGNs ARC GMtr AU0 f^..P CESGV ntNO LOADS sip to •e0.0, -/!.2 3.,.t. 4.v0 PANEL'S LENCDIS UP tO a' -to 2. NCv 2' • e' P. r. PO DC SOt'n+CPN PINE No. 2 SURFACED CRT *MI 19 l Al w. C. .I'/ SP_CI:TC OCNsttr Cir 0.33. row YEHBEAS 112 Of SOUMERN INSTALLATION. DETAILS ON EXISTING WOOD BUILDINGS -t /4.1. D. VS' 1.014C tBRAS OUSH2 ' r/ S. SCREW a E' a G m Q'1ST7NC WOOD HEADER. ti o 'rowan, of "Aar - 1/4' L O . • 3 /E• LGNC B ASS 9uSNJNC el/ 1/4 • 41-20 • 2'1S SCREW 000.0 TO EXISTING POGO PLATE 14 a 2• • 0.. C. RECurRSO • -l- ye • • t 1/7 -- LAC SCREWS a ••a C. -(5E.* SCNETJtJ!£) fcR Hin. SCPARADON to EXISn .c CLASS or wnNOCs CR S. C.• a 7/0' NG MIT • � 57110 0 12'0. C Cont. QV NEW 2' • I • P. t. Cart NO%0 Puts Y/ (2) VIE' • • E' LAC SCREW'S IV EACH RAFTER OR 17PUSS court scP w At woman., Cf cosmic 0000 tlo at A/ 2 M k P£&ETR•na 3 l" • e NO 00 OECtt RECUR I 4 t/A • • , J' LCNC LAC SCROMS 0 0' 0. C. w/ 127 12' Mn. lErRA170N TO DIVTIAC $G00 MEAGER • 1/• • • • 2 1/2' LAC • SCREW • 0. { Sri ALTERNATIVE 1 1 /4' •--20 • t' 80t1s W/ 7/0' • J /J1' N?NC Nur • 12' a C. Cont. t/4 0-20 a t' ;• ; accts #/ 7 /e' • 1 %u• Mfl'C pair 0 12' 0. C V ALTERNATIVE 9 Cent - o 1IOnnQrk Of PLAT 1/•• r • 1 • LCNC LAC SCREWS a 3' 0. C w/ t 1/2' 40n.. P„a1EtRAnOv in Ex6T7/: »GOO Pun:. ALTERNATIVE 1O NOME too COU9tlono" Cf SECT10#S: fLCCR/ MU,/ CE1uNC MOIJNI7NC S£CnCMS Gut BE ti =Ala ED 04 ANY OAr t0 Sun' ANY e4STA14.+ITCH. .300' t4•.7U. • • S. S S • C a C. Tyr �- (SEr 31G+tlstt -rJ-. • FOR MM. .Se•ARA1 4 tO castrNC Ct.455 CP nrNCCw CR C 0. Conti 1' , 4' , t/4" bin. (4041J-r31 .414m. ruse v, s LAC .300• s dro Ge0yJC+ST. LOCALE ScR:b Ar 1480N1012t GI: EY1371Nc *000 MEM3ER (2' w+n. NCiUW,tt H10174) a/ i) 3 2. 1011. PCNETRADoet. Cant. 7/0' i • JAW S N J C a v i2• C. C .514 2' • a' wow 000% e REWIRED ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATION - SECTION B 1/4' • • 2 1/2' LAC SCREW • a. a C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA UILOING CODE °Are) t 1 2..Z_ BY / _ZI PRODUCT C • NTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.fALI iga 1- MIAMI -DARE COUNTY 'RAC OINC. 71t1JT TC37IM0 a L401NtZ11910 COwt'AN'r 054.1 w W. JIMA St. Sn. J17J ma0244 0.400a, A. Stt u v+w a PAS.)111 -1110 to • (3att 7tn -n111 i9 -OM 0719 ..... r_ e I :tI UT :I.. P. _. 20 GAGE STORM PANEL - "STORM GUARD" sett ALUMINUM WORLD, INC. 1747 W. 37 STRUT T we: f0 • roaA►t, rt.CR&CA 33012 .n. tan K+... x w►.v a.a so/4/01 OATC O I -280 CAA:044 too SMUT 7 Or 7