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1235 NE 100 St (12)PERMIT NE-100 APPL ICATION FOR MIAMI SHORES VILLAGE Date Job Address �a 3� Tax Folio // 3 7-0. or ©0 O Legal Description G4-P,(n PeW1'er° !-0 r T tY Historically Desi / gnated: Owner/Lessee / Tenant Lot? Is 7,7 E m m Owners Address / O 3! It) E I 0 O Contracting Co. P �,(� w Address � 1 / Qualifier > n v J /T v SS# r State # (, I S2/? `Iunicipal # > tecdEngineer / / (-1 C Yes No Master Permit # 7 Y3 /3 Phone 2 3 XIG,fa / �'- O 4- c - X h. 4. 7 . D - / - 3� - 1 Phone ON) 6f -'70/ x a Competency # Ins. Co. Cxrq Address � 6 6 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION % /4 L ,c{zf 11- f O-- A t 0 Al /4 C.) if /hqs Square Ft. 5o T WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Notary to Own and/or Condo President My CornAu§,s pyt, xpu e l1NTHONY SHOUCAIR MY COMMISSION N CC 555324 i "' EXPIRES: May 16, 2000 o: ,t ps ' Bonded ThN Notary Public Underw tters FEES: PERMIT 1 RADON 7 - / 9, do President Date (g46 -1 Date Estimated Cost (value) v - 7 7 APPROVED: Zoning Building Mechanical Plumbing Signature of Contractor or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Expires: Electrical ' °y ANTHONY SHOUCAIR ;,; ,•� MY COMMISSION # CC 555924 �• To EXPIRES: May 16, 2000 "%'r,p •` Bonded Thai Notary Public Underwriters Date /7 Date 1-- C.C.F. > /i' NOTARY ° " BOND TOTAL DUE i Engineering MK No. OPENING WIDTH OPENING HEIGHT QUANT. • FLOOR • PRODUCT NOTES /6144--e-6 49'^ / fly'!_ _ • - .1 , SOLO TO La9 4 /s ' -//?/4 JObADDRESS I 3-r N e 1 0 d MAILING ADDRESS ALUFAB HURRICANE SHUTTERS, INC. 2353 Alibaba Avenue • Opa Locka,, FL 33054 (305) 688 -4701 • Fax (305) 688 -8033 CONTACT PHONE BEEPER APPROX DEL. DATE TERMS OF PAYMENT . This contract is subject to covenants and conditions on the reverse side hereof. This contract is the complete agreement between parties and no terms. conditions,,contingencies, materials or work shall be expected ol,either party except as expressly provided for herein. • • I PHONE ANY CHANGES AFTER FINAL MEASUREMENTS WILLBE CHARGED ACCORDINGLY This proposal does not become a contract until accepted and signed by an officer of the Contractor and if not accepted, any cash payment will be returned. Contractor expressly reserves all contractors, mechanics and material man's lien which may be asserted under any provisions of law to secure payment of the contract price and may assert and fix the same as a lien upon the real property on which installation Is made. Purchaser agrees to supply electrical power at lob site. Section 501.025, Florida Statutes (Consumer Protection) provides that ". . . the buyer has the right to cancel a home solicitation �/y � � _��7 sale until midnight of the third business day after the day on which the buyer signs en agreement ... Total Cash Price $ - Sales lax __ .____ 11We have read the foregoing proposed contract and accept the same on the terms and conditions printed on the Permit reverse side and as slated above. Purchaser Date THIS PRICE IS BASED ON DIMENSIONS SHOWN ALUFAB HURRICANE SHUTTERS,INC. By ABOve SUBJECT TO TERMS AND CONDITIONS ON REVERSE SIDE ORDER NO. DATE d // ,,(( FAX /� CITY ^(/JE? rvl7 Wl Wel , ) CITY Total Contract S ?t,) /1 ` Deposit S Difference S Date: Building Official: Municipality: 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 1 This letter authorizes YVt C a (Age._ audio Ti to use our 20 gauge galvanize steel storm panels approva number 98 -0915.03 at the following job. (—Oq Name: ! S °e S c. � 7741) ii Address: N e (00' ST IV I 4tA I SID 91 PL 3 31 ' Yours sincerely, aL, g„, Robert Andrade, President ALUFAB HURRICANE SHUTTERS, INC. Manufacturers STORM PANELS ACCORDION, BAHAMA & COLONIAL SHUTTERS METAL PRIVACY FENCE Se,o.v Vd�� 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 • I �- '4' M= DE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Alufab Hurricane Shutters, Inc. 2353 Ali Baba Avenue Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (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 Altemate 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 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 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. Approved: 01/20/1999 Internet mail address: postmaster @buildingcodeonline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office • 4 •.� Homepage: http : / /www.buildingcodeonline.com Alufab Hurricane Shutters, Inc. ACCEPTANCE No.: 98- 0915.03 APPROVED : JAN 2 0 1999 EXPIRES 07/172000 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. Jl /1. /"(.s./ � , Helmy A akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Alufab Hurricane Shutters, Inc. 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. 2. Any and all approved products shall 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 sales, 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. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of ACCEPTANCE No.: 98-0915.03 APPROVED EXPIRES JAN 2 0 1999 • / 07/17/2000 Helmy A.7vtakar, P.E. - Product Control Examiner Product Control Division MK #6 75x40 86 x 49 97" MK #5 75x40 86 x 49 97" MK #7 75x40 86 x 49 98" MK #4 75 x 40 86 x 49 MK#9 — 75 x 52 86 x 61 101" R � MK #B 38 x 27 50 x 36 100" MK #3 75x40 86 x 49 90" —LJ MK# 10 MK# 11 108 x 80 108 x 80 122 x 89 122 x 89 88" 88" OPENING SCHEDULE FRONT D >1 d �_arK #z 24x87 38 x 96 87" FRONT MK# 12 36 x 83 50x92 83" MK #1 114 x 64 Opening : Size - 122 x 7 Unit . :Size 67 " Ht above Gr. MK#13 20 x 27 38.x.36 -=84 " a 17 GARAGE =.- DOOR ... _ BUILDING SIZE 46' -5' x 52' -4" MEAN ROOF HT.: 1O' -r '':MK #14 .75 F .x ; 40 86 x 49 86" La- 0 =` -• o0 • vv • 41EMH 7#004r os) t44' RUSIN. ZONES COASTAL ZONES EDGE ZONE =PE 7) Eva ZONE Raw 6 ) INIERIOR ZONE (ZONE 5 ) EDGE zaf (ZOE 27 ENO 20NE (ZONE 6) .vrFJtiOR ZONE MUNE 5) ›60e -70' 1115 833 572 757J 174.1 741 >70 -60' 7211 912.7 59.5 I 7368 1144 2Z0 >40' -90' 7213 983 514 7665 779.7 78.5 >9b' -700' 1224 956 626 1644 72Z5 62.7 .3.700'-120' 1.30.2 1011 869 1820 120.7 584 ›720' -740" 1428 :06.5 70.1 7755 :30,9 812 >14•- -760' 1454 1103 72.9 131.7 7343 86.5 ..).7677-750 15.87 177.1 72.1 765.0 1.779 90.3 ›race -276Y 737.3 117.5 77.5 /400 140.7 927 ■ ›201 =250' 1617 1254 525 1972 147.0 963 >Z30 = 7746 . 737.3 SILT 2047 1524 71XL3 T300'- -350' 1650 7379 904 1111 7373 70.,17 ›.1.0.0' -400" t9Z! 743.5 94.5 1169 rat.. } 7047 )400-830' 1993 7449 98.7 413 7654 704.8 ,4517-500 2047 1526 r00 S 226J 1647 7,7.1 LAL CLUSTAL Qt )47N COASTAL ZONES (7766vOaRr AREA - 70 1121 004sr4 & NON COASTAL ZONES (TRiauTAAY NM ■ 20 )re) Crilf%:1L & mom COASTAL ZONES (newrARr ARCH -. 30 1'2) COASTAL & NN = SOL IMES (zwr Aga - 40 F COASTAL ! NON UOaSTAL ZONES (m'1atn . r AREA - 112) END ZOwE (ZONE 5) 9Vr WE (Z 'E 4) ENO ZONE (ZANE 5) NN7 0.9 ZONE (IONS 4) 04 ZONE (ZONE 5) 555 4V7fR7OR ZONE (M AE 4) 44.3 _ WAY, ZONE tree 4) ENO =we (004- 51 1 i41E7aM ZONE J (ZONE 4) 0'-13• 613 47.5 377 484 a 429 57.1 423 >1r. -70 66.9 320 627 494 6Q4 64.5 4 18 327 47J 55.5 457 )20' -23' 77.5 534 67.0 522 11.0 - 19.4- ,___. 49.9 >21' -.0' 754 516 7R7 !61 Sao 349 - 614 its t'(72.5 326 >30•-•0• 47.5 484 754 67.7 785 59.4 745 Al 67.7 5E9 ›417 -30 663 673 87.5 64.7 714 63.4 75.1 QO 72.2 646 >517 91.4 71.1 Cis 69.1 625 557 794 613 75.0 6.23 L E C O 2,.e:. Mar =raw a O.o.ormeme co■WANr ' u 0.r► a rrr +W.- ar•Pli. toe. MAW Neg. r INPUT -• - C1712117T «fWt 44.1FA . Flair I. C zala. 4 ASCE 7-83 1+7N0 LOAD SCHEDULES , m011 1/:VO■ • As aaw 90YL 4.64- 4-4469 our !r I -R PIMP T ? r ORaarixaS Pro BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR A - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTAIENT BUILDINGS & RESIDENTIAL HOMES) DETERAONAITON OF POSIME PRESSURES EASED ON NEG47)VES Smiff.4 ON CJ4mRr (o) ROY? B ILGWC 1W774 WAN ROOF' fAE7CJHr FOWL OR LESS DON 60.0 FEET : RN? ENO ZONES : 1R/L77PrY NEC.477VE PRESSURES BY 040 TO OBTAIN NAlOAR/A6 P05777VE PRESSURES. IOR INTERIOR ZONES : WQ77PLY NEC477VE PRE5SuRES BY 0.94 70.7 OSTMN NAXZMIJM POSJ71W PRESSURES. (ORM GREATER 11 4N 60 FM' : Rotor Nadir R7R EDGE ZONES : IULJ7PLY NEL:ATJVE PRESSURES BY 0.50 TO OBTAIN 4MXIMUU PO5TINE PRESSORM OOP ENO ZONES : 4NILJLPCY NECATJVE PRESSURES Br 0.56 7't7 06T/1N 4UX1.W), posinD£ PRESSURES. FOR tN1FJIVR ZONES : WLIIPLY NET , r47R /E PRESSURES BY 7.00 no OBTAIN 444XIUUY POSITIVE PRESSURES. BUILDING'S ME4N ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-88 - MEAN ROOF HEIGHT GREATER THAN 60 Ft 1 (APARTMENT BUILDINGS) 1 I TAR►' Aga : TAN OW OR 000R OR SNUTTUt 4REAM OT) � a rrur FOR r PANELS awEZ SPAN (R) t PAID $?4N of) S PHgR3204AC Der EMAS 57CN47URE AN0 SL7IL MOT O CH 0 °RAMMNC ARE ONLY APPLICABLE 7D GENELr aaW WAD CHARTS 84SFD ON A.SC.E 7 SEC7ON £ RECAsisiENTS FOR A FASTEST Mt1O WED) OF 710 at9Js. * 7.03 7LPORTANCE FACJLYZ S EC C APO CMS MARKED OR HIGH (J (TF3T ON 1716 GOE9C C+4Rr Br THE CONTRACTOR FOR AN S?._ „d9. AT THE 11VE FOR APP .2 WG AN PERKE MO OETZNANED BASED Om Am SPECFx 461N ROOF NOCK: 4!V0 ExPOSuRC .t5. AM AS MOE 049 OR LV1t TOR ZONE NAVE NOT BEEN MAUY= 9r 316 08.7NEt? NOR MAY ARE 8E7NO r 0.T 's 137 e174S &JOINS . SHOULD 170.5 COnd. . NOT T)HE ACCEPTABLE BY 0 E. 5111D66 OMOR. THEN 17NS SIGNED .WD SE4LED GO4 C Arc CHART SNAIL NOT BE 11SED 10 OMAN Jar P‘71II7 NNETHE SPECIFIC OE9CJ4 *549 .04DS Air VOuIRED 70 BE CERT7F1E0 BY A PRORZOION4. QAOE t]7[AVar ' o 0 _ / "" 398 O.D_ c.4 - . 240 LO. O:C D-ep r .o _- 1 90 0 h .250"+ L L 1250 �-3 Mox. 1 Min. L Max. L 0 1.05C I 1 7 /4 " Max. GAP T 1.400" 2.0 1 . O PANEL SCALE 3/8" = 1" F'715" 250 + 13 - 1 o O7? O r N 7;, L t - Q "7'" TRACK 05 WEDGE PIN (1" LONG) SCALE: 1/2" = 1" (6005 -T5 ALUMINUM ALLOY) SCALE 1/2" = 1" CONCRETE ANCHORS (SEE SCHEDUL_) SECTION A-A 12.000" (EFFECTrl_ WIDTH) 14.380" (TOT 7412 /1:230" 00" I 120 C4CE Gob. STEEL 55.50' h -250" .094" R. 6 x .030" DP (6) 1 I H c`si 3" Max. 1 Min_ 0 B 77 Fat.ELS w/ 1/4 0 -20 M. c BOLT w/ 7/8" x 3/32' WING NUTS 0 VERLA O --I ML4SPAN SEE S H:MULE) A . , LOCKING PINS 0 6 0. C. CONCRETE ANCHORS (SEE SCHEDULE) Mox. STORM PANEL ELEVATION SCALE 1 1/2' = 1 -0" SCALE 1 1/2' = 1 1/4 Mox. CAP-..1 if I\ 1 (6005 -T5 ALUMINUM ALLOY) SCALE' 1/2' = 1 ' 438 =7 r 188 "•-■ 1 ' w I) o R.062" .125 4.000 HEADER 08 'r' TRACK SCALE: 1/2" = 1" 125" ■■ L - 1/4" 0 5. 5_ STUD RIVETET) TO ANGLE O 12" 0. C. 2" x 4" (Max.) x..125' ANGLE SCALE 1/2' = 1 . 03 HEADER (6005 -T5 ALUMINUM ALLOY) SCALE 1/2" = 1 " r - 2" Mox. -•� .125 Typ. 07 CHANNEL SCALE 1/2' = 1" 7 2" Mox. .125 - -AJ L Typ. SCALE 1/2" = 1 1 ® CHANNEL WITH STUD COMPONENTS GENERAL NOTES: 1. STORM AWEL HAS BEEN DESIGNED N ACCORDANCE NIIN THE AWE COUNTY. DPW moor OF THE SOUTH FLORIDA BUIDING LSE DESIGN WIND LOADS SHALL BE DETERMINED .45 PER SECTION 6 CF ASCE 7-64 117711 110 m.p.h. BASIC NIND SPEED. SWIM PONELS AOEOU4C7 FOR WACT AND FAflGLJE RESISTANCE MIS LIEFJI VOWED N ACCORDANCE 117TH SECTIONS 2375 & 2314 RETPECDVELY OF THE ABOVE IEMLIHm LODE AS PER AMERICAN TEST LAB REFORT / 0622.01 -96R 2 ALL S7EEI AV 17 METAL PNAELS SMALL HAVE STRIRTURAL DUALITY AS77I A-651 MOE 50. LESICRNTIOV W/FY -57.0 I ( AFTER ROLLED) AND ID BE 0-60 CALU4MIZELLL S ALL ALUMINUM EA7RUSIOR6 SMALL EE 6063 -76 ALLOY UNLESS CIDETRISE ND=ED. 4. ALL SCREWS 70 BE STARLESS STEEL .104 OR 316 SERIES S BOLTS 70 BE 2024 -T4 ALLI/NIW ALLOT. CALViWLZED OR STARA= S7EFI. 11771 36 Jai MI NMUM TIED PO/VT. • a ANCHORS TO MALL SHALL BE AS FOLLOWS (UNLESS 077637 EE NOTED) (A) 70 COSTING POURED CONCRETE - 1/4' • TAPCON ANCHORS AS 1.44NUFACTURED BY LT.W. RIMS ET OR ELM NOUSTR'ES 1/4' • R4NL IAMAC NMLN ANCHORS AS M4NUFACTLRED or 7!E AMNL P.LC COrrM7W) 9 /e.,7/a. R AWL CALK -N ANC40R5 0R ELCO m k. t IrneY AVIEZW7E' AS MANUFACTURED Br R41K PUIG CO•IP4NY AND ELCO INDUSTRIES I767 Lr A MII EMBEDMENT NTO POURED COIN 7E OF DIPLYIY ANOC ZS 6 1 J/41 /DR RAIL LN MM.N 6 1 J/6' & FOR ELCO AANQi47E5 6 7 7/71". A.2) 7/6' RINK CALK -N AN1GYORS SHALL BE E7177RELY EMBEDDED 470 711E POURED CONCRETE NO EMBEZ11 OIT 1170 STUCCO S7MLL BE PERMIT TED. 1/4' 0-20 SORE I5 USED S 47 L BE 1 1/2' LONC WWI 9401OLD STUCCO 03T. AND 1' IINYUM FOR NAILS KITH NO STUCCO. 143) N GCSE 7744T PRECAST =NE PRECAST CONCRETE PANELS. OR PAVERS 8< FOUL ON 711E EXISTING MALL OR nook ANCHORS SHALL BE LONG BOSH 70 REACH 711E MWV STRUCTURE 8E74.40 SLOT A7NELS OACHORADE STMLL LE AS IN?R'. TED ON NOIFS A1) & A2) ABOVE (B) 70 COSTING CONCRETE BLOCK HALL. - 7/4' • TAPCON ANCHORS AS M4MFAC7U4ED BY LT.W R4IESET CR aco 17 7RlES - 1/4' • RAIL ZAMAC HMLN ANCHORS AS I ANUFAC7LILED BY DE R A L PLUG COMPANY. MC - 1/4'0 x 7/6' RAWL GILA' -N ANCHORS OR ELCO nob & Iamb AUELIACIr AS MANUFACTURED BY . 7HE RAIL PLUG 50. AND ELCO 114171157F6ES. RESPECTIVELY NOIFS a 1) MINIMUM EIREDNIENr CF TAPCah AYCCRS RINK. ZZM4C NNUV t aco PHRELM1E N70 RE CONCRETE BLOCK LMT 941411 BE 1 1/4 8.2) 7/71' AMR CALK -N ANCHORS DULL BE EMFRLr SEEMED WV DE CONCRETE BLOCK L11RT. NO EMBEDMENT 1170 STUCCO SHALL BE PE1P111I77ED. t/4' 0-20 SCREWS USED 57MLL 85 1 1/2" L. MINIMUM 9I2. _D SA.= OTST, AND 1' MINIMUM FOR MRCS KITH NO SIZAMO. B...7) N CAMP MAT PRE04r .,* :JAL 0P. P.4E"tS" =•=Eir FUELS ELF gUIPO 04 DE E8571 MU. ANCHORS SPIALL BE LONG ENOUGH 70 WACH 71E MAN STRUCIRE ANCHORAGE 96441 96441 BE 1 1 MINIMUM RJR ANOERS IEMR.MED 8E7 SUCH 7/6' FOR ANCHORS IENTI ED N 82). _ ANCHORS SHALL BE INSTALLED ROlL01714G ALL OF THE RECONMEIOCDONS AND SiECP7G47 6 OF 711E ANCHORS INUR.FAC7LRER. 7. OVER r-4' SHALL BE BOLTED W/ 1/4' 0-20 BILT NO IIINGNUT AT OVERLAP AND MIDLOIGTX a AUMELS M4Y 4150 BE .LSZALLED HORIZONTALLY • • M 8 MEET 2 & 3 OF 8) 17777 END COMPONENTS O. Or . O t O E 7144T HEADERS I 914LL NOT 8E USER A 10. C) R SMALL BE 7715 /ESPONSTBIJTY OF THE CONTRACTOR 7D Mtn' 711E SOUNDNESS OF DE S7RUC1LAP£ WERE 9I177ER 6 70 8E ATDMIm 70 INSURE PROPER ANCHORAGE 7TlS 98117E12 SKILL oar BE ATTACHED 70 COMN7tE7E BLOCK 04 NOCIO FRAME BUILDINGS 98177ER MWUFAC7UIER'S STICKER 9M 1 85 PLACID ON 77E EsPOSED SURFACE OF 711E CEDER FLANGE OF EVERY PANEL APPROka4477 Y 4' ABOVE 80710M OF SUCH AMEN. S77tJ07F 9MLL MEAD A5 FOLLOWS ALLFAB MA4RIISANE S 07 CIA PS Op4 LOCK'. FL D40E COUNTY PROO ET CONVlROL APPROVED 171E a .05.7" e ti -t B r .063 -J /1ir T*JJT =me a. ENGINEERING COMPANY 0595 N.r si 277 MGM R .737M FANar : - 15X . Flat : 71 -7531 M1AL7ER A. 111.Lff Jr.. P. E FLORID4 Lic. 44167 19TH DETAIL 1: STUD W/ WING NUT SCALE: 1" : 1" 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2347 AU 8484 AVENUE OPA- LOCKI. FLORIDA .734 AM N , • GICIONTBNI MO CNC 1141-21110 4ax r • • APPROVa AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAr u• e 0 19 BY PRODUCT CON! Ql DIV.S ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO. 6 - t S. p mo NIA MADE COUNTY AS SHORN SCALE 6/24/916 DATE 98 - 210 DRAWING Her SHEET 1 OF 8 POLICED CONCRETE REOtf7£O 7/ C POURED 4.; Tr OR COnr..RETE ax w NALL CONCRETE AS MME SCHEDULE) POURED /// OR RETE MALL 1 (SEE SCHEDULE) r fLut SEPARATEIN S' I To p7ST7NG GLASS 1 or wNDOw OR S G a L r sal I sEPARAnON -' I TO cOSTWG i cc miaow OR SECTION 0 ANCHOR SECTION 0 Cont. • 7/8' r 3/37 a Nc Nur O i EVERY STUO • 12' O. C. WALL MOUNT. INSTALL. — SECTION 1 SA 3/8" - 1" SECTION 2 NOTE FOR COMBINATION OF SECTIONS : WALL,4L00R /CE7UNC NOUN D4C SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY PISTALLATI 1L WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SCALE: 3/8' = 1 (D. 1�!_ — SECTION 3 SCALE 3/8' - 1 a-L AP CONCRETE .: ANcnoRS POURED CONCRETE OR CONCRETE SLOCr WALL REOuiRED SECTION 0 ANCHOR RAL7ER A. Miff dr.. P. E. ELt1R7f11 Lk. 441 c—. 1/4' 0-70 S S tt4C E t7OLT w/ *LIT . WA90 0 6' O. C. T Coot 1 /A' -?0 S S. MACIONE Et LT 1./ 7/a' • r 3/32 WPC WAIT o 6' 0. G Covet. SECTION O MACHINE BOLT BUILD —OUT INSTALLATION — SECTION 4 SCALE: 3/8' = 1 IL ECOINe. puff 77:37 -4 t J £ e 711pA�RWO COMPANY COS 'a sw�..r • Ae v;TQ . .112 AIMS 7r tea ADC r 6' O. PAIRED R£ OURED POURED CONCR R _0U171£O (suer saccuo r coo la, ISrPARAWON - r 7O EXISTING GLASS I- I OF JrDVDOM co C /0MM AYO+CNS (SEE SC1E1X4E) 4NL71ORS / ))/ D � a FLOOR /CEILING MOUNTING INSTALLATION — SECTION 5 SCALE: 3/8 - 1' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT S N Pr t BY r� . - 1 L / PRODUCT CONT L DIV:S.ON BWLDiRG ANCE OFFICE ACCEPTANCE CODE NO COMPLI- o`j' 5 -r 3 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 23,14u 8484 AVEnt,E O I - L0CI4. 110A04 3305. Aesas Bret *V - no LYD O/C S1F]b r 3/37 lgrr • S71/D 1 W a OAOE COUNTY AS SM00M SCALE 8/2 DATE 98 •— 210. ORArrwic No SKEET 2 OE 8 SECTION ® STUD BUILD —OUT INSTALLATION — SECTION 6 =ALE: 3/8" - 1 er/1 SECTION 0 STUD WALL /FLOOR MOUNTING INSTALLATION — SECTION 8 5C4LE 3/8 - 1- /1 i1iNC. \ IWWLT =MG ! ] ENGINEERING C AWY WALTER A. TTLLIT Jr.. P. E. FLORIDA L r. 44767 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2347 AU 8484 AREA( OPA - LOCKA FLORIDA 33054 WIC re •0100WON — OA 2 AS SNAOVN SCALE 8/2•/S8 DATE 98 -210 ofumwo MEET 3 Or 8 COuORETE ANC ORS rs fE sC'IIEDULE ---� POU. D co c1 c1r 1—F17 REouREO • \ \ \\ \ \\\ POURED CONCRETE OR CONCRL7E BLOCK PALL REOUREO CONCRETE ANCHORS (SEE SCNECULE) POURED CONCRETE OR CONCRETE BLOCK ttaN(L PEDUNRED 7/8' • r 3/37" MC NUT • r2- 0. G I n-- (SEE SCI€DLaE) roR ___ SEPARATION 1"5' TO E1a5TNNG GLASS IOF awo on S G 0. SECTION ® ANCHOR {— ( SCtFDULE) FOR iin SEA4R *TroN 1-s' TO rasTtw1G cs.Ass I or mINDOwOR5 C. \J Con. 1 /4 0 S S H4(ya 8017 W/ NUT d WASrNER • 6" 0. C. POURED CONCRETE REWIRED ir 7-1atl i Coat. Cant. Con t. Con. CONCRETE (SEE SDNEDULE) SCALE:: 3/8 1* E. 0. - EDGE O&STANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF B) WALL MOUNT. INSTALL. — SECTION 7 NOTE FOR CONB/NATION OF SECTIONS : WALL/FLOOR /CEIUNC MOUNTING SECTIONS CAN BE CON8IN£D 141 ANY WAY TO SUIT ANY INSTALLATION. ~AL CALK -N OR ELM 724NEL MATT _ (SEE SO.IEDULE) POURED CONCRETE OR CONCRETE aoor WALL REOU3D 0 ✓ i L (SEE scNEO1xE) - 4 MIR law sEPAzoloi - r TO crams elks OF PrA1Cow GR S G O � Coat ALTERNATE 3 APPLNCABLE /////V//2 POURED co N C ETE I Rcounto LbNCRE7F AmCNORS SECT /ON 0 ANCHOR 4- (SEE SriEDtRE) FOR Mks. SEPARATION r TO EX15777 CLASS OF WINDOW O.R S G O APPUti4BLE POURED — CONCRETE REOURE0 Cant. ALTERNATE 6 1/4* J 1/4 • -20 Y 1' AL S BOLT W/ 7/8" • • r 3/37" offs Mf10 EVERY 01�AP AT TFE ha m. f 1 5 0.— / E O. } 7/8" r Imo KIT sruo • Co. C • o cur ENO Pact 2 "r 1'r .125 - 3105 - 41, OR 6083-T8 ALLOY Cont. Num. NAME CASE A (Plan) SCALE: 1 /4 - t' POURED CONCRETE c BLOCK ALL NacowREO CONCRETE ANCHORS • 12' 0. C 2.000' At 2" SCALE 1/4 - - 1 - CASE C (Plan) 1 /4- 4LTEAvATE LEG LOCAnom 2 "r 2'r .055' TO 2 r S' r .055" Con. 4Ap,. ANISL' E OR .1183" 3705 -N154 SNEET AETA. AtPn. orM PLATE OR 18 GAGE G. STEEL ANGLE 4 PouRro coAcRE7E OR cooc E7E moor u4LL RtotaRro SC LE 1 /4' = 1 " AOiIREO CONCRETE Oa CONCRETE &OCR PALL ` REPINED LATE 4NDCRS • 1F C 1/4" • BOUT • 12 Q c P /.MckmuT CASE B (Plan) 2' 2" Mar. ® 111 ®® ® \ ^ r 4' r 3105 -1414 OR ace3 -T6 ALLOT Cont. A4A, meoLE OR IS GAGE C STEEL AAN ZE END CLOSURES DETAILS APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DA =^� _ ZtL 1 BY PRODUCT CON ROL D!V.S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Y i s--e3 WADE COUNTY MAX/MUM DESIGN LOAD - w - (p.s.f.) TOTAL MOUNTING HEIGHT - H - S 10 TO .< 11 <12 12 11 <14' 14't H <16' 40 7 r -2 6'- 10' 6 -6" 10' - 8' 10' - 1' 9' - 7' 9' - 2" 50 7' -1 " 6' -8" 6' -4" 6' -0" 9' - 11 - 9 - 4" 8' - 11" 8' - 6 - 60 6'-8" 6 ..T" 5' -1 " 5' -8" 9' -4' 8 =10" 8' -4' 8' -0' 66 6' - 5' -11' 5' -8' 5' -5' 8' -10 8' -4 7 -17" 7' - 7" MAXIMUM DESIGN PR£55URE RATING W (p.s.f.) Mor. P4#EL LENGTH L (f1.) (SEE SECTIONS) MINFAIUM SEPARATION TO (LAS PaN(L CONDITION +55.5. -66.0 9' -0 OR LESS 2 3/4" UNBOLTED +35.0. -55.0 >9' -O" TO 12' -8" 2 5/8" BOLTED • +68.0. -72.0 6' -0" OR LESS 2" uN8OLTEO a conrClt£TF ANCMoRS (Sec 9v-emus) POURED mm -RE7c OR CONCRETE BLOCK WALL REQUIRED \ \ \ \ 171 1 7/3 r 3 /-T2 I law Nur o - 57W (SEE _D uty . ) FOR Afox SEPARATION Ta EVSMNG GLASS of Ir oo& Oft sG ED. 2 - r OR 1 - r 6'r.125 HO:6701N7AL Arum. met m L.LJON (6063 -T6 ALLOY) Cont. h ti Cont. W 7/8 r 3/32 ■/11C 14J7 O EVERY S7ZZ 4 I i POURED coNcRvr coo or / OR cc:war !£ 1 1 ANcuoRS BLOCX WALL I (SSE SL�EDVLFj REOUIR£D ALTZ?NATIVE 1 SPLIT PANEL MOUNTING INSTALLATION — SECTION 9 SCALE: 3/8 a 1 NOTE : FL ooR & cauNG MOUNT I'GTALLATJONS SHOW FOR DFFI: ENT ASOLNNTINC DNSTALLATTONr S£F TYPICAL SECTIONS ON SHEET 2 & 3 or LL. ALTERNATIVE 2 (TOP) E D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION cr/zgA 4.000' .000 1 2"A-4' TUB 2"x6" TUB 4.100 �C \N T HORIZONTAL TUBE MUT.TJON CONNECTION TO WALL SCALE: 1/4" = 1" EDGE Of EXISTING WALL (2) 3 /B' • THRLJ gars w/ wo4SNER e Nur 2'r 4 OR 2'r 6 r . 125" HORIZONTAL TUBE MULLION (6063 -76 ALLOY) 2' 1 /4'r 0' -6' Alum. ANVCLE (6063 -r6 ALLOY) (Typ. TOP & BOTTOM) 3/8' • KMIK BOLT ARMOR W/ 2 1/2" Min. PENETR1710N INTO CONCRETE OR GROUT FILLED BLOCK IL ECO INC. TRAIT TESTING & EsstawdEERING mower .5" Ace l a i Sr., Sit s+Z 7 ' : ifs n. lrre rAL 7ER A. flLLIT .b.. P. E. FLONt214 Lie. 44167 a MUU/ON TUBE / / /l ///I1Ll////11_L111 ML2UON LENGTH MEASURED TO CENTER LIJE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE ON FACE MOUNT N. T. S. MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH Z " SCHEDULE • BOLTED w/ 7/4" 0 S. S M. S. & NTNGNUT AT OVERLAP & MIOLENGTH OF PANEL. •s VALID ONLY FOR SECTIONS 1. 2. 3 & 7, SHEETS 2 & 3 OF 8. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE � NNto,aalc..i 2o 1 BY PRODUCT CONTROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO cl'-oltS.o 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS. Inc 2341 ALI 848 4WM.E OPA— LOC1CA, FLORA 13054 aalCUvws 0[O ORC air - ]ED , ,S/74/111 sV r f DADE COUNTY AS 910ww SCALE 8/74/98 Darr 98 - 210 ptarmC Ate Sur17 or AAAaouuAr DESIGN LOAD w (D.a.f.) AdAx8.40.4 ANCHORS SPACLNC FOR E. 0. - 3 1/2' •• APPLICABLE TO sENs �� ! IO ANY CONB/NATION :OF THEM fJAx PANEL LENGTH TH 1 (fL) TAPCONS RAWL ZAUAC NAILIN RAM'L CALK —IN PANELWTES TO CONCRETE .` MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO N4SONRY TO CONCRETE TO MASONRY +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 17" 12' 12" 12 12 1 ;(80TTOM) 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) 6 N/A 6 N/A 6 N/A 6 N/A 4 (TOP) 6 6 6 6' 6' 6' • 6' 6 A . (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 ; (807701/) 6 N/A 6' N/A 6 N/A 6 N/A 16 (TOP) 6 6' 6' 6 6 6 6- _ 6" 61(BOTTOM) 12 - N/A 12 N/A 12' N/A 12' N/A 7 (TOP) 8' 6' 8 7" 8' 8 8' 8 7;(80TT0M) N/A N/A N/A N/A 12 12 12 12 8 (TOP) 12' N/A 8 1/2 N/A 72' N/A 7' N/A 8. (8077011) ACTUAL L D. FACTOR 7.0c0A1'74M C HAAN/ PANEL1uTES Run ckx -sr 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 * * SEE S 7 k 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS * * MAXI1/U1f ANCI4OR 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. (NAn. E. D. FOR RAWL CALK - -IN ANO'0RS FS 2 1/2'). /ii TILT 7rs NG a £NOWLEMNG GoupAN? Rsss =: L1rgiel . F : METER A. TILLIT .Y. P. G PLORlL A Lk. 44167 E. D. - EDGE DISTANCE 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI 8484 AVEMC CPA— LOCKAI PLORG 4 33054 tK M O[0 CNC 4F100 tR1 s APPROVED AS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE DA t_. A 29 1 BY PRODUCT COrT z D!V:S DPI BU1LD:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4 -0' t S• 0 3 WI - ra 040E COUNTY AS SNOMN SCALE 8/2 DATE 98 — 210 LNAWPC No sritrT 5 or 8 MAXIMUM DESIGN LOAD w (p = 1) MAXIMUM ANCHORS SPACING FOR E. O. . 3 1/2 ^ APPLICABLE TO SE IONS A ANY COMBfNATION OF THEM MAXIMUM PANEL LENGTH Z' (n.) TAPCONS RAWL ZAMAC NNW, RAWL CALK —IN PANE LMATES TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 455.5. -66.0 _:,_. 12 N/A 9 1/2' N/A 12" N/A B N/A 1 (TOP) _ >8 -0" TO 9' -0" 12" 8" 12" 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 7/2" 11' 11" 2 (BOTTOM) N/A N/A N/A N/A 12" 6" 6' 6" 3 (TOP /BOTTOM) 6" N/A 6 N/A 6 N/A 6" N/A 4 (TOP) 6" 6" 6" 6' 6" 6" 6" r 4 (BOTTOM) 6" N/A 6' N/A 6' N/A 6" N/A 5 (TOP) 11:. 1/2" N/A 7: 1/ ?" 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 (80770M) 12" N/A 9 1/2" N/A 12' N/A 8" N/A 7 (TOP) 8' 5.5" 8" 6.5' B' 7.5" 7.5" 7.5" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 8 (TOP) 11 1/2" N/A 7 7/2' N/A 12" N/A ■ 6" N/A 8 (BOTTOM) + 35.0. —55.0 6" A 6" 6" 6' 6" 6" 6" 6" 8 (TOP) >9' -0" TO 12' -8" 6" N/A 6 N/A 6 N/A 5 N/A 8 (80T70N) +68.0, —72.0 12" N/A 12" N/A 12" N/A 12' N/A 1 (TOP) 6' -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" 72" 12" 12' 2 (BOTTOM) N/A N/A N/A N/A 12" 12" 12' 12 3 (TOP /BOTTOM) 72" N/A 12" - N/A 12" N/A 12" N/A 7 (TOP) 8" 6' 8" 7' 8" 8" 8' 8' 7 (BOTTOM) ACTLIAL E. D. FACTOR - rAFC114/ZAMK' mow A4NELM4TF5 RAWL GAL/1 —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 CB. S. STRUCTURES * e / 7 1 E. D. — EDGE DISTANCE * SEE SHEET 7 do 8 OF 8 FOR ANCHORS TYPE & SPACING FOR LWSTALLATIOrvs INTO WOOD FRAME BLIILOPCS MAXAIIUM ANCHOR SPACINGS ARE YALAD FOR 3 1/2" EDGE DISTANCE FOR E. O. LESS THAN 3 1/2; REOUC£ ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (Alin. 6. O. FOR RAWL CALK—IN ANCHORS 15 2 1/27. ** / IL ECO INC. TAIJJT =TWO ! ep[r COMPANY os” fJCylnr� -rSX . 1i�: (X$77 r5$I *AMP A. mar Jr.. P. L FLOWN Lie. '4167 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2341 AL1 9{64 AVENGE OPA —LOCK& FLORIDA 33054 ay.'s ..Q Cf�10r OLD 00C N - 111/,‘,PS APPROVED AS COMPLYING WTN THE souni FLORIDA BIELD:NG CODE DA 0. i1 R 20 137 t!�/ PRODUCT CON; L DIv :S 071 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. Y - p 1 S IX NA 3 • DADE COUNTY As SHOwx sour 8/24/98 omr 98 — 210 puwpI swrrT 6 Or 8 at 0 0 0 0 i 0 WOOL HEADER REOURED --(SEE SENEOULE (OR Mn. SEPARATA?N 4^S- to EXISTING GLASS or WHWW OR s G a. 1/!' • r t 1/1' LAG SCREWS' 9 6 a. C. ALTERNATIVE 1 / 14 r 3/4' S. S. S AA S. 06 "0. ALTERNATIVE 2 ;/4" e r 3' LONG' LAC SCREWS O 6' 0. C. ✓ 1 27/32' Mn. PEWLTRATION TO EY1ST7NC WOOD HEADER. -I6 co..t. 1/4' • 44CHWE 80(T w/ HUT O WASHER O 6' 0. C. Cowl. 1 NEW O. T. 2 • 6' Cont. W /(2) 1/4' • r 5' LAC SCREWS O FAUN 57(10 (ANfVWIDTH Or S7(.m 2' kr.w. NOWAK) AND r/ 2" Irn. PENETRATONI LVIO EXtS7/N6 STUD. 0 Cont 0 12'0. C. 0 12 - 0. C. Conf. r 6063 -T5 414444. • T ) ORE (Gont.) (2) 1 /4' • • 4' LAG SCREWS 0 EACH STUD (A60fwOTH Or STUD) AND w/ 1' Awn. PENETRATION PATO (7571NG STUD. wort ro0 CDU61NAT1ON Or SECI7ONS: WALL A10JNTI G SECTDNS CAN B£ COWATO W ANr W4 TO SLAT ANY PIS TALLATCH. promai NEW P. T. 2' r (M1..) Conl. w/ 1 /4' • r 5' LONG /�,I SCREWS O 6' 0. C. N 1 27/32" Wan. PENETRA W 4 I4, TO (7SI POOP PAO ( R. L h 2 iirt rI00 0 HEADER REOULREO air SCHEDULE R Yin. FOR SEPARATION - S" TO ErIST NC GLASS Or WINDOW OR S.G. 0. 1 v r 1 1/2 LAC SCREWS O 6 O. 0. C. 10"`"41 �w 11 ,�1 MN0 NUT • EVERY STU ::::: _ =.;. 04,6" O. C P 11UIIiY4TL s t,1 Q Co 1 1NL'P P. 7. ?' r 6' Cori. W/ (2) 1 /4' • r 5' LAG SCREWS .0 EACH STUD (AOOMD7H Or STUD. 2" A6n. NQML414L) AND w/ 2 Lan. Pftd7RATION 6170 EYISII•G STUN ALTERNATIVE 3 0 1 /4' • r 1 1/1 LAC SCREWS 0 6' 0. C. 1111101 IN/ 0 11111111 0 ll� A1E1r P. T. ?- r 6 Coat. W/ (2) 1 /4' • • 3 LAC 5CRfw5 0 EACH STUD (LODMD7H Or STUD. 2" Arn. WAr at.) AND w/ 2 Wire PELrf7RA710N 6170 EYIST VC STUD. ALTERNATIVE 7 i f Cont. 7/6' • r 3/32' wWG NUT 0 EVERY r TRACK 0 12 O. C Cont. NOTES 1. •VSTALLATIONS ARE ONLY VALID FOR 0I11.0WCS WITH WW1 LOADS (.0 TO 66.0 •sr .4N0 PANEL LENGTHS LIP 70 9 AN0 72.0 prl OESCA LOWS AND PANEL LENGTHS UP 70 6'-0 V4410 FOR ALL AL TERNAUVES Si#OW74 ON THIS Sr(£17. EXCEPT 4L1FR>M / 1. 2. NEW ?" r 6" P. T. TO BE SOV7H(RN ••• No. 2. SURrACED DRY W7114 19 6 L. AL C. w/ 9HEOfC o(NSlrr Or 0.55. ] FOR NEW WOOD MANE COHSTRUCTOAL MOO MEMBERS TO BE SOUTHERN . - •• - •ni.+..+r• .frwfrfv !1f 11 4 . 4 n0 rata. • WOOD HEADER REOWRED - (5(6 SCHEDULE FOR L6n. SEPARATION - S' TO 6YI5T1NC (_ASS Or w*NDOw OR 5 C. D. 1 -- / 14 r J /4' S 5. S.H. S. 06" 0.0 rl` DOW W a 1 ALTERNATIVE 4 /l 4r 3 / S LL S 0 6' 0. C. - SECTIONS A ALTERNATIVE 8 r" r 2 r .125' (Arm.) Aklrn. 7U9( P/ t /4' • • 4 LONG LAC SCREWS O 6' a C. ✓ 1 27/32 Win. P£N(TRATION TO rOS WOOD NEVER. 7/6' • • 3/32' P1AC NUT 0 EVERY STUD 0 6' 0. C STAGCERED TO / IA S. Al. S. Com. Cont. 1' r t r 1/6 (L6n.) 6063 -7S Akrn. TUBE (Com.) (2)1/4" • r 1' LAC SCREWS • EACH VW (A•01•0TH Or snip. 7 Min. NOMINAL) AND W/ 2' Ara. P(►ETRATOY a?0 Ex1S7LAC STUD. 7/8. • r 3/32' WING NUT 0 EVERY 7- TRACtr 0 17' 0. C Cont. 1 r 4' r 1/8" (fin.) 6063 -T5 M#n. 7 (18E (Cowl.) (7) 7/0' • r 4' LAC SCREWS O EACH SILD (thowLoTH Or STUD. 7 A4in. N:•4•14L) 410 W/ 2' Ain. PUETRATON 0.170 (X1571416 S7(10. WALL MOUNTING INSTALLATION SCALE: L /s' = 1' WOOD HEADER RrLt on iSEc, S EE 527NEDULE) lift DR lift 'S' EXISTMC GLASS Or 0TAC�0 A OR S.G0. - ALTERNATIVE 5 t SCHEDULE) ALTERNATIVE 6 (SEE SONE014.6) ALTERNATIVE 9 7777!7 TESTIAIG AT ENNANaRANG COmomeY 4655 KK 3w► St. se / 7. wow ��4aI19p(�7 n 33141 a11rr - Azov, 1 - re : (345)571_ 153? WALTER A. TILLR .Jr.. P. (. 0 I/t' • r 3 LO6C LAC SCRET15 O 6' 0. C. W 1 27/37 L6L. P_HETRa710N 70 EXISTING WOOD HEADER 7/6 • • 3/3?" NW WI 0 EVERY.. STUD 0 12' O. C 1 /4 SCREWS 0 6' 0. C W/ 1 27/37 A 6n . P E I 7' T R A 77 O N O LROPTD74 ate PLATE. 7/6' • r 3/31 - WWNG 10UT 0 Cant t /I' • r 3' LAC SCREWS 0 6 C w/ 1 27/37' Ain. P(N(TRATIAI O 4700707}( Or PLATE. W.. 1• £ 4 1 ,72 Y -Tx ` INSTALLATION DETAILS ON • eoo.wer a0 ow6 41•-760 ALTERNATIVE 10 EXISTING WOOD BUILDINGS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CO ' IX DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. $ - Oct S 413 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS. Inc. 23 AU 8464 AVENUE OP4 -LOG A. r1ORADA 3305• SAW n 136' 0. D. r .637' LONG 9R BUSMWC W/ 1/.1 0-20 r 1 S S M. S. 0 6' R C OR 1 /I' s_70 (LCD ;wale/temo+e PAN£LUATE 0 6' 0. C W/ 1 7/8" PEN61PA71ON F 70 EXISTING x000 WADER 436' 0. D. r :631' LONG BRISS 8(151116 W/ 1/ •-20 r 2 S. S AL S 06'0.00o1 /4' 0-20 (LCD nak/1emake P41r61MA1T 0 6' 0. C W/ 1 7/6' P6Af7RITO 1 70 F=MC- WOOD PLATE.. DADE COUNTY 45 SHOWN SCALE 8/2 DATE 98 -210 ORIIIING 411177 7 OF a EG:=aMIN■s11111110 . a�wKw1 IAA dIr-ii 1` WOOD HEADER REOLNREa — (SEE scHEDuLE FOR •G.. SEP4RA71ON - S - 70 GLASS Of 1rt•DOW ORS C. O. -I- 1/4' • r 3 LONC LAG SCREWS 0 6' 0. C w t 1/2" Abr. PEMETRAT10V TO EX1STWG W000 HEADER. 0 Cont. 1/4" • MACHIQ BOLT w/ NUT • WISHER 0 6" 0. C • 11111111111111E :.n 41•,41 M111 h4 1 1/4 • r 3 1/2 LAC SCREWS 0 6' O. C. Cent NEW P. T. 2 r 6 Cont w/ (2) 1 /4" • r S' LAC SCRS'S O EACH STUD (w0w07TM Or STLO. 2 ANn. N HAL) AHD w/ 2 N:n. PENETRATION IWTO EXismc S7U0. • SECTION 0 LAG SCREW ALTERNATIVE 11 WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A scA 1 /4- . ,- f or - / • 'l1 • ig • .0.4: .". O 4 0 _SECTION 0 LOCKING PLN w000 PLATE REOUREO ALTERNATIVE WOOD FRAME CONDITION & ANCHOR LOCATION AT BOTTOM SCALC. 7 /4' . 1' NOTE : SHUTTER TRACKS NOT SHOWN FOR CLARITY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 06'OC. Cord. 1 /4 • • MACKWE BOLT w/ 7/8" r 3/37' RING Nur • 1 2'aC. 7 Cont. LAG SL'7QE•5 1/? • 4 a C. SEE S1C160LILE F OR sr.. SEPARATpN `S TO EXLSTING J CLASS OF *scow R S G. 0. n+c APPLICA8LE M000 TRUSSES 011 RAf7£R • 2•' 0. C. REWIRED ALTERNATIVE 1 1 NL'w 2' r 6' P. 7. Carat. 1f000 PLATE w/ (7) 5/16" • 6" LAC SCREMS 70 EACH R I7ER OR TRUSS LOCATE SCREW AT 1 Wil TH OF EXiSTWG W000 NENBER (2' Min. ADO WNAL MDTN) w/ 2 Wn. PENETRATION. O v 7/8" • r 3/32 'PAC NUT0 EVERY' I 0.0 Fr 6' P.000 DECK REWIRED ;ate_ $ _ 1/4 • r 2 1/7" LAG SCRLMS • 6' a C M27r FOR COWaNAtn7w OF SEC 6S: BOOR/ WALL/ CECWC NOLIWT11YG SECTGNS CAN sr - C1.,.0i' 0 a ANY MY TO SLAT ANY INSTALLATIJN. IL ECO.N4:. TTLllT TESTING t £7�JHerR0 G ca+O► NV 695 1 #4 1.1 8 / 1 IJOSIISr - . 0 3 39 . rArt4 �6f'SP" WALTER A. 7U IT Jr.. FLORILM l,. 44767 r 11000 TRUSSES OR RAM? 0 24 0. C. REWIRED 1 111111U1 11 / /IIIVi /fIl!/ /1/ - 300 1 1s r 3/ S. M. S 0 6'0. C. i Ser TO EXbTw., SEPARATION SS O F •WIDOW S. G.D. ALTERNATE i APPLICABLE- NOTES: 1. INSTALLATIONS ARE OMY INLe f01f &*.QricS MTh Ors x LOADS L6' 70 66 Psf AAC Iwo. LENGTHS LF TO 9 -0: 2 1EW N 4E C w/ SPrECSIC O m J 0_55. 2. SLIe<'ACED Gal M►11 / 3. FOR NEW W000 "RARE CONSTR L sox M£NBERS TO BE SOUTHERN PIC MA 2. w/ 9 DENSITY OF 0.55 OR E0401. azr 1 anagram L ow Doc •-yeo 7/3' • r 3/324 - - - 1117 O EVERY STu00 • 72' 0. C ALTERNATIVE 2 MK 41/2..0911 int A. r ti a CEILING & FLOOR .MOUNTING lINSTALLATION — SECTIONS B SOILS 7/4' . 1" 20 GAGE STEEL STORM PANEL t " r 4'r 1/8' (14'. 6063 - mum 2188 - LAG �StREM'S £ACtf JOIST. LOCATE SCREW AT YIONITN OF £XTS1lIC W000 NEWER_ W/2' Ifin. P£NETRATIO•L 1 /4' • r 2 1/2' LAG WRENS 6'a C APPROVED AS COMPLYING'WITH THE SOUTH FLORIDA BUILDING CODE DAT • • 19 • BY •iiIV / PRODUCT CO OL DIV :S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO l -0115•°3 r 6 11000 DECK - REOWRED ALUFAB HURRICANE SHUTTERS, Inc. 2341 ALI BABA AVENUE OPA- LOCK4. RORiDA 33054 DADE COUNTY As s arW SCALE 6/24/98 DATE 98 — 210 ORAwnva Ms SHEET 8 Or 8 °