Loading...
SHUTTERSDate 11 at 411 .,lif • Legal Description Owner/Lessee / Tenant Owner's Address Contracting Co. CiA.)0C/Q Qualifier State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION OWNER cons Si f iD L of owner an • ►or - My Commission Expires: FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ob Address / 69 A1, ci�`s " kir Tax Folio President Municipal # Date Historically Designated: Yes No SS# Competency # Address Address Address Address "Master Permit # Y Y! 3 2 Phone 3 757 0/ Phone Ins. Co. BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING P VING FENCE SIGN !/!/Q u (r r n , (' he6 Square Ft. 4 /,gr , 3 4 7, ( Estimated Cost (value) / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating d zoning. Furthermore, I authorize the above -named contractor to do thew s . ted. ( .411t I la ki ■ a Wer'0n0tractor or Owner - Builder O _ / �2�v� - U ' /Q�Z 4 Notary as to Owner and/or Condo President Date otary as to Con ctor or Owner - Builder My Commission Eggj Q s F��� No AT RY SEA L �Y - v <9 S MARGARITA MONTIEL ./ (1 COMOSSON NUMBER s ! '� CC79727 � �� � my (XY'AiPaSSION EXPIRES O Q' w;-�; 17 ?007_ C.C.F. '� L7 NOTARY BOND Si Da e 3 /o() APPROVED: TOTAL DUE ,5 O i Zoning Building 9, i ✓ i ® Electrical Mechanical Plumbing Structural Engineer Date: Building Official: Municipality: M t a t s ( Q' - f. To Whom it May Concern We are the Dade County Notice of Acceptance Holder for galvanized steel 20 gauge storm panels under the product control number 98- 0915.03 This letter authorizes 1 c7 r et Cum a n to use our 20 gauge galvanized steel storm panels approval number 98- 0915.03 at the following job. Name: Address: Yours sincerely, Robert Andrade, President ALUFAB HURRICANE SHUTTERS, INC. Manufacturers STORM PANELS ACCORDION, BAHAMA & COLONIAL SHUTTERS METAL PRIVACY FENCE 3/3100 1067 "- c 1 I�'l 5h or ' 7 C This form must accompany the application for building permit and shall become part of the permit documents_ The authorized signature must bear the raised seal of the company holding the Dade County Notice of Acceptance. 2353 ALI BABA AVENUE, OPA LOCKA, FLORIDA 33054 Dade (305) 688 -4701 Fax (305) 688 -8033 1- 800 - 817 -4864 • MIAMI Approved:01 /20/1999 Internet mail address: postmaster !o�buildiogcodeonlioe.co ea MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION Alufab Hurricane Shutters, Inc. (305) 375 -2527 FAX (305) 375 -2558 2353 Ali Baba Avenue FL 33054 CONTRACTOR ENFORCEMENT SECTION Opa Locka (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 gauge Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0915.03 (Revises No.: 96- 1107.02) Expires:07 /17/2000 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 0,„Tim rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Off Homepage: http : / /www.buildingcodeontine.com Alufab Hurricane Shutters, Inc. ACCEPTANCE No.: 98- 0915.03 APPROVED : JAN 2 0 1999 EXPIRES 07/17/2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 96- 1107.02, which was issued on 07/17/97. It approves a 20 ga. Galvanized Steel Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 ga. Galvanized Steel Storm Panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -210, titled "20 Gage Steel Storm Panel ", prepared by Tilteco, Inc., dated August 24, 1998, last revision #1 dated August 24, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 ga. Galvanized Steel Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. �/ . /`/ft Helmy A. akar, P.E. -Product Control Examiner Product Control Division 2 of 3 Alufab Hurricane Shutters. Inc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of3 ACCEPTANCE No.: 98-0915.03 APPROVED : JAN 2 0 1999 EXPIRES 07/17/2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shalt be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer 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 sates, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. W . Helmy A. akar, P.E. - Product Control Examiner Product Control Division 0 0 0 3" rUox. 1 Min. Max. 1.050" 2.041" - - 1.400" ® M T" TRACK SCALE: 1/2" = 1" 74.380" (TOTAL WIDTH rn 1.230" 20 GAGE CaN. STEEL 55.50" 12.000" (EFFECTIVE WIDTH) 10 PANEL SCALE: 3/8" = 1 11' ✓ CONCRETE ANCHORS (SEE SCHEDULE) 1.400" 2.041" -. 725" 90 x .030" OP (6) .450 13' .07 188" Dio. N ° o ft �+ L.250" 05 WEDGE PIN (1" LONG) (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1" .094" R. LOCKING PINS ® 6" 0. C. CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL ELEVATION scALE 1 1/2" = 0 3 " - T M 1Mi I7 Min. 3 "-J Max. 1.050" 1 .-m BOLT WING EDULE) 14'/SSSTUD 70 ANGLE •12" 2.357 ® "F" TRACK SCALE: 1/2" = 1" ® HEADER (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1" -� 125" 1.750 csi SEF O oETAa 1 � 11-... 2.000" I i © ANGLE WITH STUD SCALE: 1/2' = 1" 4.000" 2" x 4" (Max.) x .125 SCALE: 1/2" = 1" 1/4" RIVETE 12" ADER MINUM ALLOY) 2" = 1" x.� 50 SEE E74JL R. 0. .250" 0 0 0 -i T NEL = 1' 0 0 3 i 'H STUD 1 PONENTS GENERAL NOTES: 1. STORM PANE. HAS BEEN DESIGNED N ACCORDANCE MTH DE LADE COUNTY 1094 EDITION OF THE SOUTH FLORIDA BOLDING CODE PESETA MIND LOADS SHALL BE ttE/ERMNED AS PER SECTION 6 OF ASLE 7 11I774 110 m.p.h. BIS+C WW0 SPEED. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS f#FR VEINED N ACti R04? CE W7n4 SECTIONS 2315 t 2514 I'ECTT►ar OF THE ABOVE MDN7NONED CODE AS PER AMERICAN TEST LAB REPORT / 0822.01 -9612 Z x-570 (AFTER ROLLED) AND 70 GALL -60 SV.. ASIL 4-653, GRADE 50, DESIGNATION 3. ALL ALUWUM EXTRUSIONS SHALL BE 9363 -7U ALLOY MESS omens( NOIEA 4. ALL SCREWS TO BE STAMM STEEL 374 OR 316 SERIES 5 BC1.75 TO BE 2 024 -T4 ALUMINUM ALLOT; GALVANIZED OR SUNLESS STEU. Mint .36 IaI MINIMA' YIELD PONT. s ANCHORS TO MILL STALL BE AS FOLLOWS (UNLESS Q7 7W E NOTED) (A) 10 COSTING POURED CONA:7E7E` - 1/4 TON ANCHORS AS IONLIFACTURED BY LT.W. RW6ET OR ELL' /NOL57R1EE - 1/4" 0 INK ZAYAC MEN ANCHORS AS MANUFACTURED BY DE R7$L PING COMAWY. NO - 7/4" • x 7/6" TALK CALK-AV MOORS 0R ELOO maks t find, IN ELMATE" AS MANUFACTURED BY THE RAWL PLUG COMPANY AND EZLO INDUSTRIES RES TNEIr A. NOTES: ELBL:DDMEYT NTO MUM CONCRETE OF TAPCON AICHOR5 IS 1 3/41 FOR RAM. ZARK M7IIN 6 1 s,/al & FOR ELL' AAWE.MUES IS 1 7/8' .4.2) 7/e" RNML CALK -IN ANCHORS SINCE BE ENTIRELY EMBEDDED M1L1 DE POURED CONCRETE NO EMBEDMENT 5470 SIULY.O SHALL EE PERMITTED. 1/4' 0-20 S1o715 Lam ST47Lcar 1 7/2' LONG me m& 9DU.D S7wA E1057 AND 1' MINIMUM FOR MILLS MR I NO STUCCO. A.J) N CASE 7734T PRECAST STUNS PRECAST CONCRETE PANELS: OR PAVERS LE FOUND ON 774E EXISTING WALL OR FL:XIEL ANCHORS SIW. BE LONG ENOUGH 70 REACH TIE WIN STRUCTURE wino S .OI AMR = AIL7.ORAGE DOLL 8E AS MEOW ON NOTES A.1) & A.2) ABOVE (B) 10 EX577NG CONCRETE BLOCX BMW - 1/4' / TAPCON ANCHORS AS MYLMFACTU7ED BY LT.ML RAUSLT OR ELL' INDUSTRIES - I/4' 0 ARK ZAINO ARLES ANCHORS .45 MANUFACTURED BY THE RAWL PLUG COMPANY. INC. -WO x 7/11' RAWL CALK-II ANCHORS OR ELCO mole & find, AW2W7E" AS MANUFACTURED BY 84W7. PLUG CO. AND EZLO 11121.571 RESPECTIVELY NOTES: B.1) MINIMUM EMBEDMENT MLENT OF TOPOON ANCHORS RAM ZALMC NM[N & LZOO PANEZMATE INTO 711E CONCRETE BLOCK ANT &B EL BE 7 1/4' 8.2) 7/8' RAML CALK --N ANAp+1ONS SIAM I3E E7VTERLY E747FDDED INTO THE CONCRETE BLOCK UNIT. F10 EMBEDMENT N7O STUCCO S11ALL BE PERMITTED. 1/4' 0-20 SCRLl15 USED SHALL BE 1 1/2" LONG WWI BEARD STUOGO D0S7 AND t' MINIMUM FOR MILLS NTH NO STUCCO. 8.3) N ME THAT PRECAST STONE OR PRECAST LONRRE1E NIEIS BE FOUND ON THE EX57NG MILL. AMCHCRS SNAIL BE Lt7YG MOWN 10 REACH RE CLAN 57RLOTLIRE WI D SUCH AANT3.S. ANCHORAGE SHALL BE 1 7/4" MINNUM FL• ANCHORS MOITONED N 81) & 7/13' FOR ANCHORS YENNED N 8.2). (C) NICHORS OWL BE INSTALLED RX1.01WIG ALL OF THE /EMABE71DATIONS AND WECI GA1KYYS OF' THE ANCHOR'S MANUFACTURER. 7. PANELS MYTH LENGTHS OVER 9"-"4' STALL BE BOLTED W/ 7/4" 0 EO.T AND I WKINUT AT OVIOSAP AND MELENGni Div q�7AL,� a AMISS 77*W 8 (sue 2 & 3 OF INSTALLED HORIZONTALLY � O • l V & I DICEEPT 7747T HEADERS 8) WITH SHALL NOT NC USED. A IT SHALL BE TIE RESPONSTEMrJ77' OF THE L'NTTRACTLW 10 WAVY THE SOUNDNESS OF THE STRUCTURE MIRE .SHUTTER IS 70 BE ATTAOIV 70 INSURE Pore? ANCHNLI774 TNS SHUTTER SHALL OILY BE ATTACHED TO CONCRETE ETE BLOGC OR mop SHAME BUILDINGS. TO SHUTTER MWUFAC7URER'S STR.7Ax7I SNAIL BE: PLACED ON THE EXPOSED SURFACE OF RE CENTER &MAX OF EVERY RUES APPRCCI•MIEZY 4' ALONE THE BOTTOM OF SUSHI PANEL STICKER STALL READ AS FOLLOWS` ALLFAB HURRICANE 9NT1ERS Q9A LOCH FL DACE COUNTY PRODUCT CONTROL APPROVED. . 063 - eA IL L E C O INC. TWT TE3711VO & 010iNtEIBNO COMPANY MB N r .N S _ Rw to IQLir1 FL .1.1166 Ream ( p)1 -7S>d . For : (../a5 )571 - 1531 WALTER A I UT Jr.. P. E nOMDA Lie. 44167 f -675" x. 725" DETAIL 1: STUD W/ WING NUT SCALE: 1" : 1" 5" 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 AU BA84 AVENUE CPA- LOCKA, FLORIDA 33054 tK - aoeann, OLD 4r AM1-4110 Oar x © O APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT u• a 20 19 BY PRODUCT CON OL DIV.S ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO. 11- OFI L 'S" 0 Mir DADE COUNTY AS SHOWN SCALE 8/24/5131 ATE 98 - 210 DRAWING No SHEET T OF 8 CONCRETE Avaio Rs ( HEOULE) SECTION O ANCHOR n SECTION O STUD WALL MOUNT. INSTALL. — SECTION 1 SCALE: 5/8" - 1" COiNCR'7r ANCHORS SLHEOIRE) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION — SECTION 2 SCALE 3/8 = 1 (D. M) — SECTION 3 SCALE: 5/8" - 1" E. 0. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF 8) NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CELLGNC A/OUNTAVC SECTIONS CAN Be COMBINED IN ANY WAY TO SUIT ANY LNSTALLATTOAL RA CALK -1r OP ELCO E �. POURED CONCECV OR coNC BLOCK owl REOL•RED Vi POURED c101 1E OR CONCRETE BLOCK NO LL REOLAR£D SCHEDULE 1 FOR Wn. sEP+#RATioN TO DOST1NC GLASS 1 of S IN GOR OR PANE CALK-44 OR ELCO rn e/Yemolr 1:144tFLA4M7E' (SEE E) CONCRETE ANOIORS (SEE 91 COUtr) PociREo E _ { outp'o POuREO L10?K1RETE OR CONCRETE BLOCK wAu REWIRED r SECTION 0 ANCHOR WALTER A. TILLIT Jr.. P. F. FLORIDA Lk. 44167 Cor1. t /4' 0-20 S S. MACHINE BOLT M/ NUT & RASHER 0 0. C —1 4=;, rt 1 I I /1 itii... \ J1LLT 7ESIING & ENGINEERING cct/1tiWr 16 " sg7r i`-* TO Fff!A lf- *uta 0 6 " 0. POLAREO C10NC/aE7£/Ir REQUIRED b Cont. 1/4" -20 S S UAC10NE BOLT r/ 7/8" • r 3/32" WING NUT • 6' 0. C. Cont. SECTION 0 MACHINE BOLT BUILD —OUT INSTALLATION — SECTION 4 SCALE: 318' = 1' APR le 2 ao a.c 00-710 CONCRETE ANc:NoRs (SEE SCHEDULE) PO POURED CONCRETE (SEE SCHEDULE) FOR Aar. SEPARATION "5" TO EXISTn4C GRASS OF wnNDOW OR S G D_ AL7ERm47E tF APPLICABLE 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALL 8484 AVENUE 0P4- LOCK/4 F1ORLOA 33054 Amiwa2 • an w anar*er s 7/8" r 3/37' Imo NLtr • (WRY STUD • 7 ?'O. C CONCRETE ANCHORS (SEE 5'ANEDUL 0 E 0. FLOOR /CEILING MOUNTING INSTALLA770N — SECTION 5 SCALE: 3/8' - 1" APPROVED AS COMPLYING WITH ?HE SOUTH FLORIDA BUILDING CODE DAT S ■".Pal BY PRODUCT CONT DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.1$ " Ol 5 AS SNOIIN .SCALE 8/24/98 DATE DADE couNTr 98 — 210 °Ramo No INLET 2 or 8 cowg4ETE ANCHORS (SEE SCHEOtKE) POURED COWRCTE REOWRED POURED CONCRETE OR CONCRETE BLOCK WALL REOUREO CONCRETE ANCHORS (SEE SCHEDULE) 1 0- (SEE SCHEDULE) FOR A6n. SEPARATION I 'S' TO EXISTNG GLASS 101 &m40OW OR S G 0. Cent SECTION @ ANCHOR 1 /4" e- 20 S S. worevE 8017 w/ NUT • WA$HER • r 0. C. POURED CONCRETE REQUIRED - t Cont. Cont. N a V ConL SECTION ® STUD BUILD -OUT INSTALLATION - SECTION 6 SCALE: 3/8' - 1' CONCRETE ANCHORS (SEE SCHEDULE) SCALE 3/8' - 1' a E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF 8) WALL MOUNT. INSTALL. - SECTION 7 NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN E>£ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION Ran CALK -W OR ELCD rud•/%"role 'PANELUATE' (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ✓ i L (SEE SCHEDULI) -•4 SEPARATON 'S' TD I EXISTING GLASS Or 1 *scow OR S c R POURED CONCRETE I 1 REDURED CONCRETE - ANCHORS (SEE SCHEDULE) ©qv*. ALTERNATE W APP(lgABLE '1 a 1' SECTION CP ANCHOR SECTION @ STUD E. O. 2 N 1/4" E-20 r 1' Vi A S BOLT w/ 7/8' W r 3/37' AlLIT EVERY OVERLAP AT TfC Af- DSPYAN WALL /FLOOR MOUNTING INSTALLATION - SECTION 8 SCALE :: 3/8' - 1" COTE ANCtiAORS • 12' 0. C. IL ECO INS. J11LT lE3T . ! j 6 ENGMEIRING COMPANY 1595 . iJ . PV/3/ 1 "' ALTER A. TILL(' dr.. P. E. FLORIDA Lic 44167 CASE A (Plan) SCALE: 1/4' - 1' POURED CONCRETE OR CONCRETE BLOCK MOLL FLEOWRED an. ?' CASE C (Plan) SCALE: 1 /4' - f' NIX NI ALTERNATE LEG LOCATAOM 2'r?' r.055'70 ?' r 5' r .055 Cont. AAbm. ANGLE OR 080' 3105 -H154 vial A+ETAL Alum. BENT PLATE OR 18 CAGE GoN. STEEL ANGLE 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 AL1 9464 AVEM.E OPA -LOCKA FLORIDA 33054 OITIONWIN 6x0 OW 00-760 CASE B (Plan) SCALE 1 /4' = f END CLOSURES DETAILS AN7 SDI 0. 1 /4'• 4' r♦' r.09.r • 12' a C 3105 -H14 OR 0065 -76 ALLOY w /.sacIOJuT Cont. Num. ANGLE OR 18 GAGE Goy: STEEL ANGLE APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT z1L 1 BY PRODUCT CON ROL D1V.S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 5 k IC •0.3 DADE COUNTY AS SNOW SCALE 8/74/98 oAlr 98 - 210 AILAWDIE, No PHUT 3 OE 8 MAXIMUM DESIGN LOAD 'W" (p.s.f.) TOTAL MOUNTING HEIGHT H" ' 10" 10 H <12' 12 H <14' 14't H <16' 40 7 -7" 7 -2 6' -10' 6 -6 10' -8" 10' -1" 9' -7" 9' -2" 50 7 1 " 6%-B" 6' -4" 6' -0" 9' -11" 9' -4" 8' -11" 8' -6" 60 6 ' -8" 6 -3" 5' -11" 5' -8" 9' -4' 8=10" 8' -4" 8' -0" 66 6' -4" 5 1" 5' -8" 5' -5" 8' -10" 8' -4" 7' -)i" 7' -7 _ M4XW(/M DESIGN PRESSURE RATING W (p.s.f.) May. PANEL LENGTH L (Ft.) (SEE SECnONs) MOMILIAI SEPARATION 70 GLASS PANEL CONDITION 455.5. -66.0 9 -0" OR LESS 2 3/4" UNBOLTED +35.0. -55.0 >9 TO 12' -8" 2 5/8" BOLTED • +68.0. -72.0 6' -0" OR LESS 2" UNBOLTED " CONCRETE ANCHORS (S££ SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REOUIR£D —� POURED CONCRETE OR CONCRETE BLOCK WALL REOUIR£D L(SEE SCHEDULE) FOR Afn a l SEPARATION TO EXISTING CLASS OF WIND0 OR S C. O. C on t. /14 r 3/4 O 6 "0. C. I 7/8" r 3/32" 1 WIMC MirO £b£RY STUD E. D Cont. 2 4 2 r 6' r _125' HORIZONTAL Alum. rum Aa1 LA w (sos3 -76 ALLOY) ti 7 /B' r 3/32 - WING MJT O EVERY snip 4 1 /9//// � 1 ' I ANCHORS / (Sf SLI DUIF}. D . ALTERNATIVE 1 SPLIT PANEL MOUNTING INSTALLATION — SECTION 9 SCALE: 3/8 = 1 " NOTE : FLOOR & CEILING MOUNT INSTALLATIONS SHOWN FOR OFFER£NT MOUNTING INSTALLATIONS SEE TYPICAL SECnONS ON SHEET 2 & 3 OF EL w C oat L it z ALTERNATIVE 2 (TOP) 7.000' VI I 1 11 11 11 11 11 11 11 - - -44 J1 ra I' 1,000" 1.000" MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) dyza/A 1 .000 - HORIZONTAL TUBE MULLION CONNECTION TO WALL SCALE: 1/4" = 1 " 2".r4" TU 2 "x6" TUB EDGE OF £X1571NC WALL (2) 3/8" • 7MRU Bars W/ WASHER & MIT 2 r4 "OR2 "x6" r .125" HORIZONTAL TUBE MULLION (6063 -T6 ALLOY) 2' 7 2'v 1/4 " 0' -6" Alum. ANCL£ (6063 - T6 ALLOY) (To. TOP & BOTTOM) 3/6" 0 KWIK BOLT ANCHOR W/ 2 1/2' Min. PEN£7RAT1ON INTO CONCRETE OR GROUT FILLED BLOCK MULLION TUBE MEASURED TO CENTER LNVE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE ON FACE MOUNT N. T. S. MAXIMUM DESIGN PRESSURE RATING 'V" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 2" SCHEDULE' • BOLTED W/ 1/4" 0 -20 S S. M. S & WINGNUT AT OVERLAP & MIOL£NGTH OF PANEL. *0 VALID ONLY FOR SECTIONS 1, Z. 3 6t 7. SHEETS 2 & 3 OF 8. IL ECO INC. MUT rrsnra t � WG AIM I695 KR eN (J11S�I4 S3 A 331M Aber • 1_r .for: 7r -i r WALTER A. TILLIT Jr.. P. E. FLORIDA Lk. 44167 WIC M APPROVED AS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE DAT e-N4Af .-i 20 19 BY PRODUCT CON'IIfOL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO VC t S .0 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI BABA AWNLE OPA- LOCA4. FLORIDA 33054 WWWWWS OCD VAC 00 -700 OW AM. re 4 MLR DADE COUNTY AS SHONN SCALE 8/24/58 DATE 98 - 210 i*AN7 c 140 SMELT 4 OF 8 MAJOMUM DESIGN LOAD µ (13-3.f.) MAXIMUM ANCHORS SPACING FOR £. 0. - 3 1/2" "+ APPLICABLE TO SECTIONS ! 8 ANY COWNATION .0F THEM , PANEL LENGTH 2" at.) TAPCONS RAWL ZAMAC N41JN RAWL CALK -IN PANELMATES TO CONCRETE TO MASONRY 70 CONCRETE TO M4S0 r 70 CONCRETE TO MASONRY 70 CONCRETE TO MASONRY 4-55.5. -66.0 12" N/A 12 N/A 12" N/A 12" N/A .1 (TOP) 8 -0" OR LESS 12" 9" 12" 11' 12" 12" 12' 12" 1.(BOTTOM) 12" N/A 12" N/A 12 N/A 12" N/A 2 (TOP) 12" 9" 12" 11' 12" 12" 12" 12" 1 (BOTTOM) N/A N/A _ N/A N/A 12" 12" 12" 12" 3 - (TOP /8077O141) 6" N/A 6 N/A 6" N/A 6' N/A - 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4. (BOTTOM) 6' N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 12' N/A 8 1 /2" N/A 12" N/A 7" N/A 5; (BOTTOM) 6' N/A 6" N/A 6" N/A 6" N/A P5 (TOP) 6" 6" 6" 6" 6" 6" 6" . 6" 6 1(BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 7 (TOP) 8' 6" 8" 7" 8" 8" 8" 8" 71(BOTTOM) N/A N/A N/A N/A 12" 12" 12" 12" 4-8 (TOP) 12" N/A 8 1/2" N/A 12" N/A 7" N/A 8 _ (BOTTOM) ACTUAL E. D. FACTOR TAPCON /744 NMILW/ PANELwTES kw CALK 3" .86 .75 2 7/2" .71 .50 2" .50 - * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLY/NC SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (din. E. O. FOR RAWL CALK -IN ANCHORS IS 2 1/2"). * MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE' FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES ( / 1it1iE ,Nc. \ Miff TESOlG t EISIONE RTNG COMPANY f 1114..7ER A. IILLIT Jr.. P. E. FLORIDA Lk. 44167 E. 0. - EDGE DISTANCE 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI Mel AEME EPA-LOOK FLoRcu 33054 LTC 1� mSW. Mt R OLD DNC 90-7b0 DA IN T • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA t.. A i BY � PRODUCT CONT 1. DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 T-0115" P IBUOIPRION DADE COUNTY AS "ow SCALE 8/24/98 DATE 98 - 210 mimic No SHEET 5 or e YAX1YUY DESIGN LOAD W � �) M4XiMUM ANCHORS SPACING FOR E. D. - J 1/2' "' APPLICABLE TO SECTA7NS rOlUM ANY COMBINATION OF THEM PANEL LENGTH 1. (ft.) TAPCONS RAWL ZAMAC MULIN RAWL CALK -IN PANELMATES TO CONCRETE 70 MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 70 CONCRETE TO MASONRY 4 55.5. -66.0 12" N/A 9 1/2" N/A 12" N/A 8 N/A 1 (TOP) >8 TO 9' -0" 12" 8' 72" 9 1/2" 12" 11 1/2" 11' 11" 1 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 8" N/A 2 (TOP) 12" 8 12" 9 1/2 12" 11 1/2 11" 11" 2 (BOTTOM) N/A N/A N/A N/A 12" - 6' 6" 6" 3 (TOP /BOTTOu) 6' N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 6" 6" 6' 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 11 1/2" N/A 7 1/2 N/A 12" N/A 6" N/A 5 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 6 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 8" N/A 7 (TOP) 8' 5.5" 8" 6.5" 8" 7.5" Z5" 7.5" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 8 (TOP) 11 1/2" N/A 7 1/2" N/A 12" N/A 6" N/A 8 (BOTTOM) 435.0. -55.0 6" 6" 6" 6' 6" 6" 6" 6" 8 (TOP) >9 TO 12' -8" 6" N/A 6" N/A 6` N/A 5' N/A 8 (BOT70N) 4 68.0. - 72.0 12" N/A 12" N/A A 12" N/A 12' N/A 1 (TOP) 6' -O" OR LESS 12" 9" 12" 11" 12" 12" 12" 12" 1 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 2 (TOP) 12" 9" 12" 11" 12" 12" 12" 12" 2 (BOTTOM) N/A N/A N/A N/A 12" 12" 12" 12" 3 (TOP /BOTTOM) 12" N/A 12 N/A 12" N/A 12 N/A 7 (TOP) 8' 6" 8" 7" 8" 8" 8" 8" 7 (BOTTOM) ACTUAL E. D. FACTOR TAPCON/ZAAL/C MAL IN/ PANELMATES RAJI2. CALK—IN 3" .86 _75 2 1/2" _ .71 _50 2" .50 - MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURE'S * 4 "1' E. O. - EDGE DISTANCE /1 itN..\ 7WT TISTIMO & LHOIM ERINO COMPANY X5"5'4 .: 470 790. fer.' MAIN WALTER A. TILLIT FLORIDI Lk. 44167 * SEE SHEET 7 do 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ** MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 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. (Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/27. 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc_ 2341 ALI BABA A fNLIE OPA- LOCKA. FLORIDA 35054 n MO , OtJd•‘101 OLD VIC 00 -MO Y/t fi[ rY • 1/N 1 APPROVED AS COMPLYING WITH Tflf SOUTH FLORIDA BUILDING CODE DA .. AR to BY PRODUCT COW L DIV O BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. SC - p ► s DADE COUNTY AS SHONN SCALE 8/24/98 AuE 98 -210 ORMIING No SH[ET 6 OF 8 0 0 0 0 WOOD HEADER REOURED - (SEE SCHEDULE)` FOR Ain. SEPARATION S' TO EXISTING GLASS Or WN07W OR S. G. D. 1/4' O x 1 1/2 LAG SCREWS 0 6' O. C. ALTERNATIVE 1 / 14 . 3/ S. 5. S. A.S0 " O. 0 ALTERNATIVE 2 t /4" • r 3" LONG LAC SCREKI A 6 0. C. W 1 27/32' Win. PENETRATION TO EXISTING WOOD HEADER. r 'R 10 Cont. 1/4 • AA4CK:NE 8017 W/ NUT d' WASHER 0 6' 0. C. Conf. Cont. 0 12' 0. C. NEW P. T. 2' r 6' Cont. W /(2) 1/4 • r 5 LAC SC1R(wS • (ACM 577)0 (u,OwIDTH or STUD. 2' Alin. NOMINAL) AND W/ 2 Air. PENETRATION moo Ex75TIN6 STUD. Cont. 0 12' 0. C 1' x 4" r 1/8' (MIN/MU/) 606.3-75 Alum. TUBE (Cont.) (2) 7 /4 • r 4 LAG SCREWS 0 EACH STUD (WDWIOTH Or STUD) AND w/ 2" lin. PENETRATION 8VrV EXISTING STUD. NOTE FOR Cm °IM4TI0W OF SECTORS: WALL l0(INTAVG SECTVWS CAN BE COLIB/NE0 IN ANY WAY 70 SUIT MY 8IS7ALLATON. 0 PliEre. NEW P. T. 2" r 4' Olin) Cont. M /1 /4'ar5'10NG I ►, LAG SCREWS l 6' E NE T RATIO �. PEE7N 70 L571NC W000 � EXISTING HEAR. g TE � 11 I o __i '''.2 'At '� � Cont. W 7 ?7/3? / `r'P- 7(000 HEADER REWIRED (SEE SCHEDULE) FOR Min. SEPARATION 'S" TO EXISTING GLASS OF WINDOW OR S. G. D. t 1 /4' o r 1 1/2' LAG SCREWS 0 6' O. C. OW* d ir •t rir - N £ W P . 2' • 6 Cont. IV/ (2) 1/4- • r 5' LAG SCREWS O EACH STUD (lADWID7H OF D. STU 2' Arm. M2MIA14) AND W/ 2 _ On. PENETRATION INTO EX1577N6 STUD. ALTERNATIVE 3 --t 1' • r 1 1 0. LAG SCREWS 0 6" O. C. ALTERNATIVE 7 7/8' • r 3/32' WING NUT O EVERY STUD 0 6' 0. C STAGGERED 70 1/4' LAG SCREW Cont. 7/8 • r 3/32' wRNG MR 0 EVERY r' TRACK 0 12" 0. C Cont. NEW P. 7. 2" r 6' Cont. W/ (2) 1/ • x 5' LAC SCREWS 0 EACH STUD (MIO•OTN or 5700. 2 Arm. NO7IN4L) AND w/ 2" Min. PENETRATION INTO MS-TM STUD. NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESLGN LOADS LIP 70 66.0 AO AND PANEL LENGTHS LIP TO 9 -0' AND 72.0 Psi 0(5OCN LOADS AND PANEL LENGTHS UP 70 6' -0' VALID FOR ALL ALTERNATIVES SNOW ON THIS SHEET. ExCEPT ALTERNA7r✓E / 1. 2. NEW 2' r 6" P. 7 TO BE SOUTHERN PANE No. 2, SURFACED DRY WITH 19 AE M M. C. W/ SFranC DENSITY Or 0.55. 3. FOR NEW 7(000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. w/ SPECYFK' DENSITY Or 0.55 OR EQUAL. 7(000 HEADER R£OUIRED R Ain. (SEE SCHEDULE F O SEPARATION "S' 70 EXISTING G LASS or WINDOW ORS D. • 1 4 x 3/ 5. S. S M. S. 06 0. C. 1 14 x3 /4 S S *7.S06'0.0 ALTERNATIVE 4 1' r 2" • .125' (Win.) A/um. TUBE W/ 1 /4 "0x4'LONG LAG SCREWS 0 5' 0. C. W 1 27/32' Win. PENETRATION TO f7IST*VC WOOD HEADER. 0 Cont. Cant Cont. 7/8' • r 3/32' Wri ILh C NUT O EVERY 577)00 - 0.0 STACCERED TO / 14 S W. S 1' r 4" r 1/8 (76n.) 6063 -75 Alum. TUBE (Conf.) (2) 1 /4" 0 r 4 LAC scants 0 EACH STIED (1107(1OTH OF STUD. 2' M4. NOWA/AL) AND W/ 2 ANA. PENETRATION um EX157IMG 5700. 718' 9 x 3/32' *INC NUT 0 £WRY T' TRACK 0 72 "0. C 1' r 4" r 1/8 (Ain.) 6063 -75 A TUBE (Cone.) (2) 1/4" • r 4' IAD SCREWS • EACH STUD (M70WFOTN Or 57110. 2' Ain. NOMINAL) AND w/ 2' un. PENETRATION INTO EXISTING STUD. ALTERNATIVE 8 WALL MO UNTING - INSTALLATION - SECTIONS A SCALE 1/4' = 1" 7(000 HEADER RECLINED (SEE SCHEDULE) FOR Aln. sroARA7ION TO EXISTING GLASS OF WINDOW OW S. 6. D. ALTERNATIVE 5 - (SEE SCHEDULE) ALTERNATIVE 6 (SEE SCHEDULE) ALTERNATIVE 9 WALTER A TILLIT Jr.. P. E. FLORIDA tie. 44167 7/4" 0 x 3' L01 LAC SCREWS 0 6' 0. C. W 1 27/32' Inn. PENETRATION 70 EXISTING 7(000 HEADER I 0 FOR Ian. srA7RA7r0N s 70 EXt5T1A4 LASS OF wow 0R S G. D. 0 / IL ECO I NC . TTLI.IT 7tS'T7MG ! J ENC.'INEERIN0 ;OPENS COMPANY 6695 de .e • 605)67S . ' (303)571 abort. 7/8" • r 3/32 - 7(]'/6 NUT 0 £YERY STUD 0 12' 0. C Cont. 1/4' • r 3" 1A6 SCREWS 0 6' O. C N/ 1 27/32' Ain. PENETRATION_ O 0107(1OT1 OF PLATE. 7/8 • r 3/12 W7N(; 14117 0 o 0 r INSTALLATION DETAILS ON 1/4 "0x3 - LAC SCREWS 0 6 0. C W/ 1 27/32' Ain. PENETRATION 0 W/07IDTH OF PLATE. ALUFAB HURRICANE SHUTTERS. Inc. 234? ALI 8484 AVFWLE 04.4-LOCKA 71ORA34 33054 AM MO • Cont. WOOD HEADER-\ REOLNRED •u.' OLD OitC 96-240 ALTERNATIVE 10 EXISTING WOOD BUILDINGS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY MIL LAW. PRODUCT CO OL DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. SC - Olt S 20 GAGE STEEL STORM PANEL MA1 8/7 A5 r. J • .436' 0. 0. • .632' LONG BRASS BUSHING W/ 1/4' 9-20 • 2 5. S. u. S. 0 6' 0. C OR 1/4' 4-20 (1CO Mole /lemole PANELMATE 0 6' 0. C W/ 1 7/8 PENETRATION TO EXISTING W000 HEADER. • 0 436" 0. O. r .632' LONG BRASS B USHING w/ 1/4' 9-20 r 2' S. S M. S 0 6 0. C OR 1/4 "4-20 ELCO moie/lemole PANELW4TE O 6" 0. C W/ 1 7/8' PENETRATION 70 EXT5TWIG WOOD PLATE DADE COUNTY AS 9/0•N SCALE 8/24/98 DATE 98 - 210 DRA7(1N(i Afo SHEET 7 OF 8 • 7/4' • r 3' LONG LAG SCREMS 0 6' 0. c W 1 1/2' AA.. PENEJ COON TO EXISTNG 14000 LEADER Cont. 1 /4' • ALACHOE MET w/ NUT & WIISMER • 6' O. C Cons NEW P. 7. 2 • 6 Cont. a/ (2) 1/4" • r S LAG 515 O EACH STUD (MIO•g7TH OF STUD. 2 ABn. 'YOIOA 4L) AFAR W/ 2' AGn PENETR/JEW AKTO EXISTING STUD. SECTION 0 LAG SCREW 4 ALTERNATIVE 11 WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A su4LE. 1 / 4 - _ 1 - ALTERNATIVE WOOD FRAME CONDITION & ANCHOR LOCATION AT BOTTOM SCALE: 1/4' = 1' NOTE : SHUTTER TRACKS NOT ptDWN FOR CLARITY SECTION O LOCKING em' •000 PLATE REQUIRED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS t /4' • r 1 1/2 LAC SCREWS O 4' 0. C. SEE SCHEDULE FOR Ain SEPARATION . S' TO EMT= C LASS OF ~Ow OR D. MOOD TRUSSES OR RAFTER O 24 "0. C REWIRED ALTERNATIVE 1 Cont. AL 7/$' • r 3/32 urAc slur EVERY STUD 0 12 0. C NEW? - r6 - P. T. C. WOOD PLATE W /(2)5/16 - •r 6' LAC SrI EW5 70 EACH RAFTER OR TRUSS LOCATE SCREW AT ACDW1WTH OF EXISTING W000 MEMBER (2 AGn. NOMINAL IVDTH)) W/ 2' A6n. PEMET1t4TTON ?' r 6- MOOD 0E0Y REWIRED 1/4 - • r2 1/2' LAG SCREWS • 6 0. C. CEILING & FLOOR MOUNTING INSTALLATION — SECTIONS B SCALE: 1/4" a 1- NOTES: 1. INSTALLATIONS ARE ONLY WV FOR BUI1.0NGS W17H DESIGN LOADS LIP 7O 86 mg AAtD FiAAEL LENGTHS LP 70 9 - 2. NEW 2' r 6' P. 7. 70 BE SOUTHERN PIE No. 2. SLRFACEO ORY •4174 19 X 17. N. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NOV WOOD FRAME CONSTRUCTION A1000 MEMBERS 70 LS: SOUTHERN PPE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL IACJ7E FOR OOMBNATKN OF SECRO FLOOR/ wALL/ CEILING mown . SECTIONS CAN BE O'OIeBMED IN ANY WAY 7O SLO ANY QVSTALLATION. /1 iiJi INC.\ ALUT 7LESTh c & ENt:NERTNG camP4Mr 6693 KYL 3114. Sl., sft ]t7. MiCMA R 33/81 lonw,e I -1330. Fa : 13r wALJER A TILER Jr.. P. E. FLORIDA Lk. 44167 WK IN WOOD TRUSSES OR RAFTER 0 24" 0. C. REWIRED innormII��r.��ll�`�' 4 .500- 1 14 r 3/4 S. uS06 - 0. C. SEE SCHEDULE F OR A6n. SEPAF 4T N '5 70 EXISTING GLASS Or 100100w OR S G. D. ate ALTERNATE 0 APPLACABLE DAN CIO OW 90-A•0 4/2/119 1 - - UV. AID 3 • CooL 4 7/8 • r 3/.724 IHNG NLO • EERY SRAO • 1?' 0. C ALTERNATIVE 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 • BY s/ PRODUCT CO OL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO IV - 09 IS -D3 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI 8494 AYENLE OPA- LOCK4. FLORIDA 33054 1' • 4 • 1 /B' (AGn. 61063 -75) Num. TUBE N /(2 516 - •r 4' LAC TO EACH JOIST. LOCATE SCREW AT MIOWITH OF (»STING WOOD MEMBER. (2' £fm. ? MD0 L T0TH) 0/2 Ma PENEIRADOM r 6 WOOD LACK REWIRED 1/4' • r 2 1/2 LAC SCEI•S0 DADE COUNTY AS 94001 SCALE 8/24/98 OA1E 98 - 210 ORAW/AG MO SHEET 8 OF 8 MEAN HE7 ROOF (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) END ZONE (ZONE 6) Y47ERIOR ZONE (ZONE 5) >60' -70' 716.5 86.8 57.2 153.1 114.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 61.8 760.6 719.7 78.8 >90' -100' 129.6 96.6 63.6 164.4 722.5 80.7 >10C-120' 136.2 101.5 66.9 170.0 126.7 83.4 >720' -140' 142.8 106.5 70.1 775.6 130.9 86.2 >14C-160' 148.4 110.6 72.9 180.3 134.3 88.5 >16C-180' 153.1 114.1 75.7 185.0 137.9 90.8 >18C-200' 757.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 776.6 137.6 86.7 204.7 752.6 700.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 792.5 743.5 94.5 216.9 761.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 765.2 108.8 >4 50'- 500' 204.7 152.6 100.5 225.3 768.7 777.1 MEAN ROOF HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 70 472.) COASTAL k NON COASTAL ZONES (TRIBUTARY AREA - 20 F72.) COASTAL & NON COASTAL ZONES ( TRI8UTARY AREA - 30 472.) COASTAL & NON COASTAL ZOVE5 (TRIBUTARY AREA - 40 F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 50 F77.) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 0' - 15' 61.5 47.8 57.7 45.8 55.5 44.8 53.3 43.9 51.1 42.9 >15' - 20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -30' 75.3 58.6 70.7 56.1 68.0 54.9 65.3 53.8 62.6 52.6 >30' -40' 87.5 63.4 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50" 86.8 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' -60' 91.4 71.1 85.8 68.1 82.5 66.7 79.3 65.3 76.0 63.8 BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING 7NTH MEAN ROOF HEIGHT EOUAL OR LESS THAN 60 FEET FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR IWTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) N//e-t-2 / IL EC0INC.\ NWT 1T$77NO & D4O7 ZIRtlp COMPANY /505 K.... N.' . ,A< n7, eK1,4. coADO s rtar.. 13,46 prep71-1530 . r : (. 4a7r -IS1 r WALTER A 1111? b.. P. (. FLORNA Lk. I 44767 TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA AS APPLICABLE EXCEPT TKAT FOR FREE STANDING STORM PANELS (AT) (AT) - PANEL SPAN (II) x PANEL SPAN (II) 3 OM. r NOTES : PROFESSIONAL ENGINEERS SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON A. S. C. E. 7 -88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB. AT THE TIME FOR APPLYING FOR A PERMIT AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE. AS WELL AS EDGE, END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHALL NOT BE USED 10 OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WINO LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. ASCE 7- 88/W1ND LOAD SCHEDULES mow Ref 7/7 /07 e4 - DADE COUNTY AS SAVO,: SCALE `/l7/➢3 DATE DRAWING lb POLY 1 Of 1 M e