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SHUTTERSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 7 9714'g q S / Tax Folio Legal Description i Historically Designated: Yes No Owner/Lessee / Tenant/ /4/ Master Permit # 7 zs g y Owner's Address Phone/ � / 5-- -` a a Contracting Co. O/191a N) ' I Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTI ,�/Ii' Square Ft. '10' APPROVED: Zoning Mechanical . e/ 41 / �. 01 , „ihrakol) Estimated Cost (value))( r value) ( O, ' 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 pennit 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 constriction 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 k will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the w stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: Date Notary : to Contractor or • er B i daL� t �Dht My Commission Expires: j; N�iiY 3LIC SigfE W commissioN �N O . MAX FEES: PERMIT . V RADON C.C.F. ' ( NOTARY BOND TOTAL DUE 3 Buildin i' g 1 /117/ Address Address ontractor or Owner- Builder Date Electrical Plumbing Structural Engineer 1/ itt ,- liseo erra - President CERTIFICATE OF OWNERSHIP AND INSTALLATION VERIFICATION T Homeowner Name / NE, q2- S7 Address Metro -Dade County Product Control Approved Hurricane Shutter System Approval No .9 9 -1 00 601 This is to verify that all windows and sliding glass doors have been shuttered to withstand external pressure from windstorm with sustained wind speed of at least 120 MPH at a height of 33 feet above the ground, and withstand impact from wind -borne debris i accordance with the standards set by The Municipality of Dade County building ode compliance office in which the building is located. 7272 NW 25 Street Miami, Florida 33122 Tel (305) 994 -7884 Fax (305) 994 -7885 o �' 20, 00 .13:09 FAX PRODUCT CONTROL NOTICE OF ACCEPTANCE SHIELD SHUTTERS, INC. 7272 NW 25 Street Miami Approved:12 /24/1999 FL :33122 The expense of such testing will be incur by the manufacturer. Acceptance No.:99- 1006.01 (Revises No,: 98- 0529.12) Expires:12 /01/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 1ofi [1j or MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLG.R BUILDING; BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 wEST FL AGLLR STREET. SUITE I603 NIir\ 4I. FLORIDA 33130 -1563 1305) 375-2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2555 CONTRACTOR ENFORCEMENT SECTION 005) 375 -2966 FAX (305) 375.290F PRODUCT CONTROL. DIVISION (105) 375.2)02 FAX (305) 372.6339 Your application for Product Approval of: 20 gage Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types c Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure ti 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, BCCO may revoke, modify, or suspen( the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Builciin Code. / Raul Rodriguez Chief Product Control Divisic THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. This application for Product Approval has been reviewed by the BCCO and approved by the Building Coe and Product Review Committee to be used in Dade County. Florida under the conditions set forth above. rancisco . Quintana, R.A. Director Miami-Dade County Building Code Compliance C; 2 ' 0 / 0 0 13 :09 FAX f ]tit Shield Shutters Inc. ACCEPTANCE Nu. : 99- 1006.01 DEC 2 4 1999 APPROVED EXPIRES Dec. 01 /000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises Cie Notice of Acceptance No. 98- 0529.12, which was issued on June 25, 1998 approves a 20 gauge galvanized steel storm panel shutter, as described in Section 2 of this N'otic Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for lvli; Dade County, for the locations where the pressure requirements, as determined by SFBC Ch; 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panel shutter and its components shall be constructed in s compliance with the following documents: Drawing No. 99 -120, titled "20 Gage Galvanized r Storm Panel ", prepared by Tilteco, Inc., dated April 2, 1999, last revision #2 dated November 1999, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Mi: Dade County Product Control Approval stamp with the Notice of Acceptance number and appr date by the Miami -Dade County Product Control Division. These documents shall hereinafte referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded co metal shields, headers and sills, must be protected against corrosion, contamination and damag all times. 4. INSTALLATION This 20 gauge galvanized steel storm panel shutter and its components shall be installed in s compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement_ "Miarni - Dade County Product Control Approved "_ 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings. as identified in Section 2 of this Notic' Acceptance, clearly marked to show the components selected for the propr installation. 6.1.3 Any other documents required by the Building Official or the South Florida Builc Code (SFBC) in order to properly evaluate the installation of this system. e.lrn �4 ! M akar P. E. - Product Control H y ontrol Exami ,., , •i)3r20, OO 13:09 FAX Shield Strutters, Inc. ACCEPTANCE No. : 99- 1006.01 APPROVED lej 03 DEC 2 It 1999 EXPIRES Dec. 01 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and original submitted documents, including test - supporting data, engineering documents, are no older than ei (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and following statement: "Miami - Dade County Product Control Approved ", or as specifically stated in specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this prod 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 correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initia 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 automatics be cause for termination of this Acceptance, unless prior written approval has been requested (through 1 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 otl purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by t expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE d"? Helmy A. ar, P.E. - Product Control Examint Product Control Division ' > \ \ \ \ \ \t 0 r 8.093 - 6 187 3" Max. -.1 1- 1" Min. (SEE SCHEDULE) STORM PANEL ELEVATION - R.O31" 2.000" --I ' - R.031" 2.289" "U" HEADER FOR CEILING MOUNT SCALE: 1/2" = 1" 1 /4' Max. cAP• SECTION A-A ■ 10 PANEL SCALE: 3/8" = 1" CONCRETE ANCHORS 2.000" -4 rr ® .125" ANGLE WITH STUD SCALE. 1/2" = 1 ° 1 • 9 SCALE 1 1/2" = 1 '-o" 1/4" Mox. CAP f- SCALE 1 1/2 = 1"-0" I L- Max. 1' Min. L 1/4 • S S. S7tO RIVETED 70 ANGLE 012'o.c .06,E - =1 1 I : 1 �1 .125" DETAIL 1 1 b . 1 25 E °" 094 v 1 .1875" R.04r 2.000" 2.J46" ® "h" HEADER SCALE: 1 /2" = 1 �- 2.000" - REVERSED .125" ANGLE WITH STUD SCALE 1/2" = 1" SO i SEE DETAIL 1 © "F" TRACK SCALE: 1/2" = 1" .500• 50 .093" ANGLE WITH STUD SCALE: 1/7 = 1- COMPONENTS 2.326 03 "U" HEADER FOR BUILD -OUT SCALE: 1/2" = 1" WALTER A TILIJT Jr.. P. E. cLOwrnA '. 4416 GENERAL NOTES 1. STORM AWED NAS BEM DESIGNED N ACONILMACE MIN TIC 610E L1DUV7Y, 7994 COTTON OF RC SOUTH FLORIDA 8USD!7 G COOL DESIGN 8710 LO4OS .90LL HE DETERAINED AS PER SECTION 6 OF ASIX 7 -84 N1771 7 to m.pJH. Bose wow" SPA STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE MS BED" t'EPII?ED 11 ACCORDANCE 01171 SECON 2273 OF TIC mow MEMICINE.D COOS AS PER A1LLR1CAN rEST LAB REPORT / 0926.02 -96 SHEET METAL RAVELS Z ALL E DE D 1oi SHALL oWU17 ASTAr 4446 GAD[ C. GKYAh07m .3 ALL ALU.BMUM ORRUSONS SHAH E£ 6063 -78 ALLOY UNLESS OTHfJx? NOTED. 4. ALL SCREWS TO BE STAINLESS S7. .304 OP J76 SERIES S BOLTS to BE 2024 -T4 ALUMINUM ALLOY, GLVMNIED 0R STAINLESS STEEL, WITH 38 Ad *MAW nap PONT. 6. ANCYHoRS 70 WALL SHALL BE AS FOLLOW (NAZIS OTIC7alSE NOTED) (y) 70 EXISn11C POURED DOrNCRE7E - 1/4° • TAPCON AACHCRS, AS MWLIFAC1URED Be 1710/R4105ET OR ELGO AOUSTRES INC. - 7/4" • x 7 /8' RAIN. CALK-4V ANCHORS As ArAwilAC7GRED BY ME RANI. PLUG COWAN"; INC. H01ES A7) HAMM EMEE OF TAPG o AACHORS INTO POURED CONCRETE SHALL Be 7 J/4'. Az) 7/8' RATK GWr -IN AAKH7R5 SHALL BE ENTIRELY EMBEDDED :7110 THE POURED OO/YC/PLTE NO ENBEDHEYF 1N/0 STUCCO 94ALL BE PERM171W. 1/4 0 -20 SCREWS USED SHALL BE 7 7/2' LONG MD•MUM SHOULD STUCCO EX67 AND • 7 (0IAIRIM FOR TAUS 01711 NO 510000. A2) LN CASE 174T PRECAST S7OHC PRECAST coNcREIE PANDAS ONP PAYERS SE' TWO ON THE cosmic WALL oR FLOOR. ANcNofts STALL BE LONG e'oI.LM 7D REACH THE MAW STRUCTURE BENNO SW/ PANELS, ANCHORAGE SHWL BE NO AHED WN N07ES A7) & A.2) AeovE (B) 10 CQSTNG coAcalE BLOCK IIOILI: - 1/4' 0 TOWN MOTORS AS MANUFACTURED BY ll1Y /RAMSET OR ELCO 1NDG5narS IHG - 1/4' • x 7/8' 040( C UC -411 ANCHORS AS MANUFACTURED 87' THE RAIIL PLUG COM A14V MHC NOTES al) MP4M1. I EMBENIE T QI TAPCON ANCHORS INTO THE CONCRETE MACK (AIT 901L1 BE 7 7/4'. 8.2) 7/8' RANI. 0Y1-01 ANCHORS SHALL EE ENTIRELY EMBEDDED 11110 THE UONCAE1E ELOcw UHT. (AO EMBEDMENT INTO STUCCO 5701.1 8E PD?M177E0. - 1/4' 0 -10 SCREWS USED SHALL 5£ 1 1/2' LOAD AMOK SHOULD STUCCO EMT. AND l' 1100M.61 FOR WALLS NTH NO STUCCO. BO) 111 CASE 1H4T PRECAST STONE OR PRECAST CONCRETE PANELS 8E FOUND ON THE 01S7ING WALL ANCHORS 9i4L BE LONC (.7100011 Y,0 - NEAGH 171E How 57HVC1UPE 8(1180 SUCH PANELS. ANCHORAGE SHALL ar 7 7 /4" M/NMUM FOP .ANCHORS (67177 4E0 AN 8.7). & 7/8' FOR ANCHORS MEN79YED 114 8.2). (C) ANCHORS 9441 8E Md7ALLED FOLLow4C ALL OF THE REDOMEN01T71N1S AND SPECIFICATIONS OF THE ANCHOR'S MAMUFACT/RER. 7. 17 91411 BE 711E RESPONSOLTY OF 711E COARRACT7R TO KIWI THE SOuNOrE55 OF 771E S1RLCTLLRE *WERE SHUNTER I5 TO BE ATTACHED TO INSURE PROPER G ANCHORAGE. 8. (�? 1V 451 END OCT Att 7SV• � &VEZCFPT THAT WADERS SECTIONS P. 9RNTER MANUFACTURERS LABQ STALL 6E PLACED AT BOTTOM Or EACH PANE LABEL SHALL RE10 AS FOU.OWS SHIED STARTERS Inc. WAIL FLORIDA CAGE COUNTY PROOL/CT CLIMRQL APP><74E0. .957- t = Min. .0185" KEY HOLE WASHER 3105-H154 Alum. ALLOY SCALE: 1/2" = 1 ° / mic. \ TTLLIT IEST7WO & ENG#4CERSNG �. COMPANY 71.95 11 i308167 . 11u0 F a, : (!05} 3 - 777 -- 637 Ir64 NW. Me f 8 0 N 2" x 5" (Max.) x .125" ANGLE DOCROMON CE47PA1 SCALE: 5.000' 1/2" = 1" 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 Nw 257h. STREET MIAMI. FLORIDA 33122 M45 an. 44 '0/9/9 x I j F►.FF VE a C%'.;:"LY•.NG WTH THE SCU "• '::.:i c;,`:: ' :3 CODE • - :...- ...= CO :•.;? UA; CE OFFICE gR - t152 DADE COUNTY OISCOMIM at1 AS SHOWN SCALE 5/28/98 DATE 98 - 129 DRAWING No SHEET 7 Or 4 OR CONOZETE atom NA(L REQUIRED SECTION @ ANCHORS (BOTTOM) i (SEC F; Mi. .SEPARATION TD GLASS OF EXISTING IFIENOWORS G. a 7/11' NU /• swo • it o. C.Q. 3 1 Cant. SECTION • STUDS (BOTTOM) WALL MOUNTING INSTALLATION — SECTION 1 SCALE: 3/8 = 1' coNcienr ANCHORS (SCE SCHEDULE) �I. b : C \_ If h cavcRor ANCHORS a , r • 4B o C. N I POURED CONCRETE REOULRED 44; OR CONCRETE BLOCK WALL NOOSED CONCRETE ANCHORS (SEE SOIEDLL4 \ \\ J 1 —1 F �w - I I I TD GiAl5S Of DbST1�A; ! i E I WANDDII' OR S 6. 1 I I I _J Cont. Cont. • E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 4 OF 6) 1/4 0 -20 z 3/4- S 5 BOLTS W/ 7/r x 3/32 WING NUT • STUD •1r0.C. REQUIRED CDNCR_Eli WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING — SECTION 2 SCALE: cALE 3/8" = r INSTALLATION — SECTION 3 SCALE: 3/8 = 1" NOTE FOR COMBINATION OF SECTIONS : WAU /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN AMY WAY TO SUIT ANY /NSTALL.41ION. POURED REQUIRED CONCRETE CONCRETE (SEE SClDUlF) £0 . rl EC) 1 .--- (SEE SCHEDULE) FOR Min. SEPARATION - TO GLASS OF EXISTING WINDOW OR s G. a E D. ALTERN4IE coNCRE7r ANCHORS FOR ® (SEE SCNERILE) .57 7/W x .3/Jr #09M' NUT • EVERY STUD • ir a a IL ECOINC. TTLUT TESTING � � EVGINEERIMG COMPANY Fsss K ( Js7► ( i13► WALTER A. TIELIT Jr.. P. E FLORIDA Lie. 44167 i DIRECT WALL MOUNTING INSTALLATION — SECTION 4 scALE: 3/8" = 1• coNCRE7r ANCHORS \, (SEE SCHEDULE) \ POURED CONCRETE R£OULRED d POURED CONCRETE W OR CQVCRL7E BLO K WALL REQUIRED CONCRETE ANCHORS ( Sc DOLE) ti 7/8 0 x J /3r WLNG NUT o EVERY STUD• 1r o. c 8'! 7272 NW 25th. STREET AIWA FLORIN 33122 • 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. Asir 1/4 •-20 i 3/4 S. S BALI W/ NUT OR/14x3/4 S.M.S: • 12' O. c 00' ,.0 Yn. E? 1 j � Cont. Ylf OR 4 f ' tr ,.otTtr LGoo- 1.000. 1fn. Lover arm / ALTETbV4,F FOR® NUT / OR %f x J/4 S .S • BOLT. R W/ BUILD —OUT MOUNTING INSTALLATION — SECTION 5 SCALE: 3/8' = 1" APPROVE:: AS COMPLYING WITH THE SOUTH . LO":'.:,A, BUILDING CODE /UE �5_ 1° e.'L D'V :S:ON 3uILE, :N CEDE COMPLIANCE OFFICE ;cc :: T. NO gS 0509. la F, 1 DADE COUNTY AS SHOW SCALE 5/26/94 DATE 98 — 129 DRAWING No SKEET 2 Of 6 MNOM Ll4 DESIGN PRESSURE RATING W (p.sf.) Max . PANEL LfNG7H L (ft.) (SEE SECTIONS) WARN SEPARATION ' 70 (,�LSS APPLICABLE ID SECTIONS if & ANY COMBINATION OF THEM +620, —66.0 7-11 1/4" OR LESS 2 7/8" 5 +624 —66.0 8'-0" OR LESS 2 7/8" 1, 2 & 3 +62.0, —66.0 5' -0" OR LESS 2 1/16" 4 +62.0, —66.0 >5' -0 TO 8' -11 1/2 2 5/8' 4 COYCRC'E AN TORS • 12 0. C. x VIBES x.015 J 105 —N/4 OR 6063 -16 ALLOT Cent ALm. ANGLE • POLRED CONCRETE' Or C0/1CRE Ir BLOCK WALL l 7.000' r ?&,. 2' ALIERNA7E LEA P •� CASE A (Plan) SCALE 1/4" = 1" * ANGLE MAY SE NEGLETED IF MAXIMUM BUILD -OUT IS 2' & PANEL PROJECRON "P" (PASSED OPENING) IS .T POURED COMCRE7E OR CONCRETE BLOC[ MILL 1/4' 8-20 BOLT • 12' 0. • JACKNUT CASE B (Plan) SCALE. 1/4 = 1' 1 3 —L � © lam+ / <Y4'1 J105 -154 OR 6063 -76 ALLOY Cont. Atom. ANGLE OR 18 CAGE G•Iv. STEEL ANGLE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 2.2' ,.093' 3105-1414 OR 60EJ —T6 ALLOY Cant Mau ANGLE END CLOSURES DETAILS CASE C (Plan) SCALE. 1/4' = 1' POURED C7G IF • rrrr .Q03' OR 3105 —N/I OR 606.3 ALLOY CONOI ED BLOCK MALL Cant Alum. ANGLE RECU 1 / 4 ' GAP — { CASE D (Plan) • SCALE 1/4" = 1' •fii :WVE. ;.S C'C'.iPL iNG W TH THE S , T„ F_03:3A S_:`•_D:NG CODE . F.OD:C: n.•:11V:1. I :S:CN iL D:NG. CODE o::�.�i.w vuE wYFLinNCE OFFICE .CCEPTI`gCE P;0 '7 S2' . IZ. 1• pouatD CONOQE7E OR CQAA71E7E Bt001 WALL REAMED CONCt17E A•DnORS ,r aa. ZS 1? DADE COUNTY I /1 Ui NC. \ TIUJT TESTING & ENGINEERING COMPANY 6395 . W.. AIN A Sh 217. NnG 14 R. 33166 Mont : .IR7 -1330 . /Or : (X6•171-1531 WALTER A. TELT Jr.. P. E FLORIDA Uc 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 Nw 25t1t. STREET A44ML FLORIDA 33122 IN. . • 1 •••.1..1 COAIL 6111 >/ OCKMINSIN OWL' • • AS SHOWN SCALE 5/26/5Y8 DATE 98 — 129 DRAWING No 37ILET 3 Of 6 NA7UMUM MAXIMUM ANCHORS SPACING FOR E. D. = 3 7/2' •• APPLICABLE TO SECTIONS /' & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH 'L' (ft.) DESIGN LOAD TAPCONS RAM2 CALK -O/ W .f.) TO CONCRETE TO MASONRY 2" TO CONCRETE TO MASONRY 17 N/A 12" N/A 7 (TOP) 6' -3" OR LESS • 12' 12" 12' 12" 1 (BOTTOM) 12' N/A 12" N/A 2 (TOP) , 12' 12" 17 12" 2 (BOTTOM) +62.0, -66.0 12' N/A 12" N/A 3 (TOP) 12' N/A 12" N/A 3 (BOTTOM) . N/A N/A 72' 12" 4 (TOP /BOTTOM) 12" N/A 12' N/A 5 (TOP) 12" 12" 12' 17 5 (BOTTOM) +62.0, -66.0 12' N/A 77 N/A 1 (TOP) >6' -3' TO 8' -0" 17 9" 12" 17 1 (BOTTOM) 12" N/A 12" N/A 2 (TOP) 12" 9" 12" 12" 2 (BOTTOM) 12' N/A • 12" N/A 3 (TOP) 12" N/A 12' N/A 3 (BOTTOM) N/A N/A 77 77 4 (TOP /BOTTOM) 12' N/A 12" N/A 5 (TOP) :12" 9" • 12" 12' 5 (BOTTOM) +62.0, -66.0 N/A N/A 12' 6" 4 (TOP /BOTTOM) >8•-0" TO 8' -11 1/7 ACTUAL E O. FACTOR TAPCON RAML CY/r -M 3" .86 .75 2 1/2" .71 .50 2" .50 - /1 itENC. \ MUT =MO t OMO NZE7HM0 mown' 6595 ...eea ie sr tn, L s� rea Pr X (z -7SA . far : �5 *ALTER A. MUT Jr, P. E FLORLI4 Lia 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 25th. STREET WAI/, FLORIDA 33122 NV. ON OCICNOMIAP 1 MLR $6/51/9, aric 3 • SOLE 5/24/99 CAT( 98 — 129 DR IrsvG At. sum • or 6 * * MAXIMUM DESIGN PRESSURE RATING 'T' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * * SEE SHEETS 5 & 6 OF 6 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE. FOR E. 0. LESS THAN 3 V. REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. E D. - EDGE DISTANCE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA SU:LO ;NG CODE 5Y PRODUCT ::,•:S:D% SU:LO;NG CODE COMPLIANCE OFF ICE ACCT ;• C_ NO 98 6SZ9. 12 EMDE COUNTY 1/4- • x 7 LONG LAG SCREWS • Li O. c w/ 1 271/3�2' Mira PENETRATION TO DISTWG WOOD HEADER 1/4' • x J' LONG LAG SCREws• -o. c w/ 27/32" Ain PENETRATION TV EXISTING A•WO NEVER FOR Ain. PENETRATION S' TO GLASS OF wwDOw OR S G 0. 4 FOOD HEADER A'ECUIRED SCHEDULE) 1 ALTERNATIVE 1 1 ALTERNATIVE 2 7/6' x 3/32' NSW NUT• EMI' a C. 1/4 • x3' LAG SCREWS • O. C. w/ 1 27/37 Mb. PENETRATION • MIDNTOIN OF PLATT: • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4 WOOD HEADER REQUIRED FOR PENETRATION 'S' 70 GLASS OF WINDOW ORSC D. GLASS OF WINDOW OR S • D. ALTERNATIVE 3 ALTERNATIVE 4 NEW P. T. rr 6'(AAn.) Cont. W/ 1 /4' • x 3' LONG LAG SCREWS • 6'O. C. W/ r 27/32' M01. PENETRATION TO DISDVG WOOD HEADER 1 /4' • x 6- LONG TAG sc•Lws • 46' O. c. w/ 1 27/32' Ain PDYt7RAT10N 70 EXISTING MOOD MEALIER 1 7/r r 3/32' WING NUT • EVERY STUD •12' 0.C. Cont NEW P. T. r x d Cone W /(2) 1 e • x 5 LAG SCREWS • EACH NOM w/ 2 Wm. 2' ham PENETRATIOM MU =SMUG STUD. 4 W000 HEADER REQUIRED - - (s'EE SCHED"' FOR Mk. t PENETRATION n MOO, OR S. G. O. O ALTERNATIVE 5 ALTERNATIVE 6 SCALE: 1 /4' - 1' NOTES: 1. AVSTAWTAONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS UP TO t62.0 -66.0 p.s.f. AND PANELS LENGTH UP 70 6' -0'. 2. NEW 2' x 6' P. T. 10 BE SOUTHERN PINE 140. 2. SURFACED DRY 0111 19 X IA .L C. W/ SPECIFIC DENSITY OF 0.55. a FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I - x 4 X .123' ON %) A4wn. IL& Conk (6063 -P5 ALLOY) 1/4' • r 4 LONG LAG SCREWS • 6'O. c W/ 1 27/3r ten. PENETRATION TO EXISTING ROOD HEADER 7 /r• x4' LONG LAG SCREWS • 4i40. C. W/ 0E J2' PENETRATION Cant 0 -66* M il M."14 1� I 11.1.1�1I.4I I' 4 4 . •C'� I- d ir 7/r x 3/32' WING MIT • EVERY STUD a g_ 4 V Cont. 1' x 4' x .125' (A6n.) 61763 -T5 Akan. TUBE (Cont.) (2) 1/4' 0 x 4' LAG SCREWS • EACH STUD (MOWOTN OF STUD, 2' YIn. NOMINAL) AND W/ 2' Min. PENETRATION INTO COSMO STUD. 0 HUT • C. 1 WALL MOUNTING INSTALLATION - SECTION A (SEE SCHEDULE) FIR Min PENETRATION •s' 70 GLASS OF 1W400w OR S C 0. ti 7/I!' • x 3 /3r NINO Li�I' STUD • 12' 0. ALTERNATE • 0 -- 1 /4r•x 1 1/2' LAG SCREW • 6' 0. c /4' • r 3' L01NC LAC SCREWS • 6' 0. c w/ 1 27/J2' Alm. PENETRAT J TO Fa1S7 4G W000 HEADER O Cart • S. S. BOLT W/ NUT OR /14x S. M. S • 12' 0. C. ALTERNATIVE 7 .114.1.. 1.1 t =:1 II [or II i \ NEW P. T..2' x 6" Co,4. W/(2) s 4 1/4- SI • 1 2' NOLIINAL) AND W/ 2' Yin. PENETRATION IN70 COSTING SfUA 1 ALTERNATIVE 8 WALTER A IWT .A., P. E FLORIDA Lie. 44167 Cont. Cont. 1.000' Afn-4 1/4' 0-20 S S WET W / NUT OR • )2' .3/4" 0. S !k S x IL ECO.NC. 7R1JT TESTING t ENGINEERAVG COMPANY 2'395 N. W. 36tH. St. SW. 277. WACIdA 170'6 A 10. 331 "ono : 0053171-1530 . For : 005)671 -1531 Mx r 1 /4' • x r LONG LAG SClnws •6' c w /127 /32'44,. PENETRATION TO COSTING 11000 - (six saitDULE) FOR Min. PEHETRIT)YN '5' TO GLASS of WINDOW OR S. G. D. ALTERNATIVE 9 ti 7/6' • r 3/32' MC NUT - s7vD•72'S7U0•r'a ALIER 41E • 114 x3/ -S S. £KS•5'0.0 ALTERNATIVE 10 APPROVED AS CDMPLYING WITH THE SCUT! F O ICi+ BJ.LDING CODE tt.._ Jam.: ME' ZS 17 g. Di•J:S:GN COMPLIANCE OFFICE •;CCEPi.;::CE NOqR- 05Z9. 1 2. 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7772 NW ZSIN. STREET WAR, FLORIDA 33122 1Qf1k 1 Att 2 J Cunt 7 /s' • -20 r 3/4' S S BOLT w/ NUT OR /14 x J /s' S. M. S.•12' 0.0 1.000 l t - r a Min. 1 /4' 0-20 r 3/6' S S. BOLT w/ NUT OR #14 x 3/4' s. 4. S • 12' a c Cont. 1' r 4' x .125' (Nm.) 6063 -73 Akan. TUBE (Cont.) (2) 1/4' • x 42'' LAG SCREWS • M i STUD (660W1DTN OF S?UL; r Mtn. H0.4 MAL) AND W/ r Yi11. PENETRATION NM EXISTING STUD •1 DADE COUNTY .45 SHOWN SCALE 5/24/96 DATE 98 - 129 DRAWING No 94EET 3 OF 6 —(SEE SLHEDuLE) FOR Vin. SEPARATION "s TO CUSS OF WINl0ow OR S. G. O. # 14 /4" S.S S.N.S. • 6" 0. C. • • t • ALTERNATIVE 11 • ALTERNATIVE 12 SCALE 1/4- = 7- NOM FOR COMBrNaT7ON OF SECTIONS : MWl/ FLOOR /CDUNO MOUNTINC SECTIONS CAN BE COMBINED Iv ANY WAY TO SUIT ANY INSTALLATION. 1/4 0 -20 r BOLT w/ 7/6' • x 4/32" WING NUT • EVERY S7UO •12 Cont. (2) or • r 4' LAG SCREWS • EACH STUD (•DIYIDTH or 514 r an. 7 4 ,ION INTO £XIS S Mn. PENE7RTTON Av STUD. Y x s' x .125' Num TUBE Cont. (6063 -75 ALLOY) MEW P. T. rx6'Cont. I SMITS • EACH 2' Mn. A OM AND i 0 LOVING SW. WALL MOUNTING INSTALLATIONS - SECTION A ALTERNATIVE 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE OMY VALID FOR BUILDINGS 111771 DESIGN LADS UP TO +62.0, -66.0 s.l. AMID PANELS LENGTH UP TO IT-O'. Z NEW 2'x6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 s AA. M. C W/ SPECIFIC DENSITY OF ass. 3. FOR NEW W000 ;RAW CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ 2-97 e r r s 1/B' (Min.) 6063 -75 7t Afwn W/ (2) 5/16' • x <' LAG War TO EACH RAFTER OR TRUSS LOC A7E SCREWS AT MLOWIDTH OF EXISTING WOOD MEMBER, (r Ain. NOMINAL WIDTH) 6/ r Min. Pf2E7RA 7/b" x 3/4r wave W,NL; NUT • sow ono • 1r a C. 1/s- • x 2 T /2' LAG SCREWS • d 0. a x 6" WOOD OE K REQUIRED SCALE 1/4" - 1 *000 rauss6 OR RAFTER • 24 0. C. REOUrRFD 1/4' • x 1 1/2" LAC SL7ZEWs •4 (SEE FOR AM. SEPARATION S 70 GLASS OF WINDOW OR S G 0. I /1 fli INC . \ TTUJT TESTING � ENGINEERING COMPANY 63a5 a Prw 1 E: f She �r SJV . l mi#z Tea WALTER A. TI UT Jr, P. E FLORIDA Lie. .M 167 ALTERNATIVE 3 2000r ALTERNATIVE 2 ALTERNATIVE 4 CEILING & FLOOR MOUNTING INSVALLATIONS - SECTION B 7/r x 3/32' 16 WWG NUT • E1-fPY STUD• 12' O. C. 1 /4 • x 2 1/2" LAG SCREWS • 6" O. C 2' r6' HOOD DECK REWIRED NEW W000 PLATE W/ (2) 5/16" 70/ EACH RAFTER OR TRUSS. LOCATE SCREWS AT !•011107,1 O 0257ING W000 NOMa44(. WIDTH) w/ r AIM. PD.E7RA770,1t • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT- SY c:ZO :) :.JCT _;V :S.'3?? 81141 :NGi CuuE COMFL :ONCE OFFICE .CCU ?T; CE ;Cafe - 652 • i z 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 MY 25th. STREET AI4MI. FLORIDA 3.7122 is4w1 MK as a DADE COUNTY As smarm SCALE 5/28/98 DATE 98 — 129 DRAIPPIO No SKEET 6 OF 6