Loading...
WS-07-156Issue Date: 1/29/2007 Owner's Name: JORGE FERNANDEZ Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1148 105 Avenue NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 07/28/2007 Contractor(s) HURRICANE BOSTERS Phone (305)490 -1772 Primary Contractor Yes Additional Information Type of Work: SHUTTERS Additional Info: No of Openings: 15 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -07 -156 Phone: 1122320280140 Lot: PB: Total Square Feet: Total Valuation: Required Inspections ti 700 $ 10,500.00 Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.30 $2.10 $250.00 $9.00 $6.25 $273.65 Invoice Number WS - 1 - 07 - 27313 Total: Amt Due $273.65 Amt Paid PR 2 7 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ACCORDION SHUTTERS ( i a ,( 17 2007 Passed 1 42 Inspector Comments use knocker she takes long to open please be patient Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: NSP- 38293 Permit Number: W -1 - 07 -156 Inspection Date: 05/16/2007 Inspector: Grande, Claudio Owner: GILWOOD, KATHERINE Job Address: 1148 105 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HURRICANE BUSTERS Building Department Comments Monday, May 14, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1122320280140 Lot: Phone: (305)490 -1772 Page 1 of 2 BUILDING PERMIT APPLI. ION FBC 2004 Permit Type (circle) Building Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Is Building Historically Designated YES NO Electrical Plumbing Mechanical Owner's Name (Fee Simple itleho - r) r 4ERi ,JE 1t✓,_Gn.kho of Owner's Address ji City (NIA 1 S State Tenant/Lessee Name Master Permit No. Phone # 05- .g Zip �3 f 3 ? Phone # SAAB l`ks 4il vc� Value of Work For this Permit $ r ® 1 , C 1 ? ®C) Square / Linear Footage Of Work: 2 6 2007 ) u Permit No.' Roofing County Miami -Dade Zip "1I`rC Z 0 Phone# ? 1( ® ' Contractor's Company Name Contractor's Address s 1 [2 S' — / z q r City / State it g l 04 Zip 3 3 / 7 Qualifier Name re ' 40 Z., C 241474 Phone # 30 J t( ?' / 7 7 Z - State Certificate or Registration No. 0 013S ® 0g21-- Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 t TeL' ° l A C.- Phone # 3 O S'"_ f 7 ,'r3 6 917 s7 /cr Type of Work: ['Addition ❑Alteration ❑ Repair/Replace ❑ Demolition Describe Work: _C6 0 Kr , ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Z ■ CCF $ 9.30 CO /CC Notary $ Training/Education Fee $ 9. 1 Technology Fee $ CO 'Z Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 213 •C . See Reverse side -+ Bonding Company's Name (if applicable) '�' t Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) °— Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated 'value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this d a y of ' 5 1 - 3 , 3 & 20 (Pc by who is personally known to me or who has produced �L - (Revised 02/08/06) G g3 o -5 '3o - 7/4 - 0 Z V2�IS LiCfiSe— As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA Bliss L. McCloskey Commission # DD514829 Sign' xpres: FER. Q5, X010 Bondt:c 2 h: >L;.0 t: a:iC „„,,,Jt:.:'Q., in. Print: \S� C —c- Q LCrs My Commission Expires: 'z ` 5 l N. c.... Contractor The foregoing instrument was acknowledged before me this 1 2_. day of z ,20®i;by c.. (jz ueX � , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC-STATE OF FLORIDA Bliss L. McCloskey Commission # DD514829 Ex�a *es' FF13. OS, 2010 Sign � _.. Print: 6 Cldt My Commission Expires: -2` z\ \ NOTARY PUBLIC: APPLICATION APPROVED BY: �° 1 ) ‘/ Plans Examiner Engineer Zoning Dear Building Official: We are the Miami -Dade County Notice of Acceptance holder for the Residential Bertha Accordion Shutters under number 03-0130.10. This letter authorizes f ®L A,. t ' - p q 0 „S&L? etn J .to use our Residential Bertha Accordion Shutters approved under number 03 at the following job: Sincerely, ACCORDION PRODUCT APPROVAL AUTHORIZATION FORM Hurricane Buster Brothers, Inc. 8752 SW 129 Street Miami, Florida 33176 / mss s r Pedro L. • zalez or Luis M. Gonzalez President Secretary/Treasure Hurricane Buster Brothers, Inc. Hurricane Buster Brothers, Inc. 1. This form most accompany the application for the building permit and shall become part of the permit documents. 9. The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade Country Notice of Acceptance 04/26/2007 09:18 3059710416 SEASTREAKMARINEPRODU �rV A errs yr 1.1 It11 1 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 114S t 5L TAX FOLIO NO. Uri. 37. OZ. 8 0 1 AO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Legal 2. Description of improvement: 3. Owner(s) nam = and address: AWr , e Zr✓ C i O g I J f .ra f i /sb " ca /?( I D 4 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: g 7 I^ z 5. Surety: (Payment bondrequired by Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7:, Florida Statutes, Name and address: ,r • Notary Public Print Notary's Name L. • (-° A v My commission expires: 123.0142 PACE 4 slQe ription of property and street/address: 0 tr. ( a ,i / 1 1 1 owner from contracguj COUNTY • DAM. H RE I f r. `41.; CQJiytifthe - or other d • uments may • - 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided . in Section 713.13(1)(,), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) PAGE 01/01 1111111 11111 1111111111 11111 11111011111111111 CFN 2OO7Rf34- 1 151.6 OR Mc 25560 P9 4772; (fps RECORDED 04/2472007 15:14406 HARVEY RU CLERK OF COURT MIAMI- DADE COUNTY, FLORIDA LAST PAGE RECEIVED APR 2 6 2007 iaLY: ff served as Sign- ure of Owner Print Owner's Name A¥ �? he t t 6 l G zu' o o e Prepared by ` Swom to and subscribed before me this 41 day of Pr-I. , 20 Address: 4 7 CZ .(' °`J ! 2 ? ..� ♦/J. /` ,3y /7t NOTWOMAIC.STMEOPFUMUDA C( uakcy DD514829 ,„„,,,Expires: , FEB. OS, 2010 sotalnstu=Am sq‘Attinsc co..INC. r VARIES 2 Main .120' WALL HEADERS WALL HEADERS (INVERTED USE) SCALE: 3/8" = 1" �J.QJ1 r .002 Tj p. 7-- J.155"---I QD SILL ADAPTER SCALE: J /8" = /' 1 /4'r -20S. S. HUMBSCREWS / VARIES SEE NOTE BELO - 7.812' © MALE LOCK SLAT SCALE 3/8" = 1" - 1.250' 2.000' .i� ,1 T co 0 03 • 8 I ' 1 • 8 • • d )..•• • • • • • • . O: • • �� • • • • •L ••• . • • • , 1 • • 0- • .1'20'! • •- -4.2.50 y • . • 3--- 141• • • •• ••• • • • • • • • • • • • • • •IW I•t • • - 2.291 ' WALL HEADER (INVERTED usE) SCALE: 3/8" = 7" - 7 BOTTOM BUILT -OUT QF FEMALE END SLAT ©1 STARTER STRIP SCALE. 3/8" = 1" SCALE 4/8"= 1" I /4' 0 - 20 S. S THUMBSCREWS 1 VARIES, SEE NOTE BELOW QH LOCKING-PIN ALTERNATE LOCKfN SCALE: 3/8" = 1 " SCALE: 3/8' = 1 • 6' A6n. FOR UP 70 9 -0' SHUTTER BLADE LENGTHS; 0 12' Mf7. FOR SHUTTER BLADE LENGTHS CREAM? THAN 9 -0" UP TO 12' -0' .3.994" - 1.944' 1.255 r =- 3.994' 0.655' 0.531" QM FEMALE LOCK SLAT SCALE.• 4/r= 1° • • •2. • • • • • • • 0•• • • • • • COMPONENTS 1 T 80, PLAN J. 114' ON LOCKER SCALE: 3/8" = 1 " © CEILING HEADER SCALE 3/8" = 1' SCALE' 3/8" = 1" SCALE. 3/8" = 1" 1.750 =-1 FRONT ELEVATION 323, r -2048' .812' 0.477' 1025 =- 1 1. BOLTS TO BE 2024 -T4 ALLMEMAI ALLOY GALVANIZED OR STAINLESS STEEL NIIN .35 Mal MMNIIIUM AI MUM nap paw. .644' 7. ANCHORS 70 MLL SMALL BE AS FOLLOWS (MESS O7PIRNRS£ NOTED) (A) TO DYEING POURED CONCRETE* - 1/4 rAPCDNI ANCHORS. AS MMHLFACTU D BY I.T.W. 0I*. OR 81,00 =now, sc. - 1/4'0 ZAMMC AMUN ANCHORS AS MM UFACIIAPED BY POWERS FAMINES AC. ; x 7/8 GAUR-W A5 1MMlFACJLIRED BY POWERS FASTEMNE A.1) M5NMRIW EMBEDMENT OF TAPCOV ANCHORS INTO POURED LXEIIYQt7E $ 1 ¥4'. MNMIHUI DEEDIENT OF ZAUAC NAM IS 13/8' A2) 1/4'0 x 7/8• C.ALN-N ANCHORS SHALL BE EM9RtLY EMBEDDED INTO THE POURED CCM: E E IC E16EDIENT MO STUCCO SHALL BE PERI8r1E 1/4 0 -20 SCREWS USED SNAIL BE 1 1/2' LORD MINIMUM SH71LD STUCCO EAST. AJ) IN CASE THAT PRECAST STONE PRECAST =CRETE AWES OR PAYERS BE FOUNI ON TIE COSTING MILL OR FLOOR. MOORS SHALL BE LONG MUCH 70 REACH THE IAN =UMW WRFC SUCH PANELS ANCIIOEa1GE SHALL BE AS INACATED ON MITES A I & A2 MIME (B) 10 E WI NG CONCRETE moat YI*W - 7 /4'r TAPCOYN ANCHORS AS 1MMlFAC7URED BY LTA BUADEX OR ELCO TEXTRON, INC - I/4 7AMMC HEM ANCHORS AS MANUFACTURED POWERS FASTENING, AMC. - 1/4 7/8' CALK-414 AS MANUFACTURED BY POWERS FASIENN4 /JIWC NOTES: ~AIM EMBEDMENT OF TAPCOW MCKIR5 AND UZWAC NALN MCNORS INTO 774E CONCRETE LOCK UHT SMALL BE 1 1/4' 13.2) 1/4'1 x 7/8' CALK -N ANCHORS STALL BE ENTIRaY EMBEDDED MO 774E COWCRE7E AO= UNIT. NO EMBEDMENT INTO STUCCO STALL BE POPAOT=ED, T /4' 0-20 SCREWS WED SIMILL BE 1 7/2' LONG MINIMUM SHOULD STUCCO DOST. • 5.J) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE MIND OW 771E DOSTINO MALLL, ANCHORS SHALL BE LONG ENOUGH 7O REACH THE AMAIN STRUCTURE URE BEHNND SUCH PANELS MIC'M7RAGE STALL BE 1 l/4' MINIMUM FOR ARCHON HON .477' MENTIONED IM 8.1.), & 7/8' FOR ANCHORS M7VTNONED N 8:Z3. ((c) ANCHORS MF� , NM SMALL BE INSTALLED FOLLOWING ALL 00 THE RECOMMENDATIONS AND SPEL7N7CAIlONIS OF 7HE A C R5' 8. LBLADENf THE UCKLES FTaa CENTERIMIESO.f�j,a) & ®• & THE STARTERS® D® AA£ UNDER THE FWThT 9. /T STAU BE THE RESPOILIMUTY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE MERE SHUTTER a TO BE ATTACHED TO INSURE PROPER ANCHORAGE 10. EACH UNIT M0/5T BEAR A PERMANENT T LABEL IN A MIME RIME wait A wawa NOTE INSTRUCTING INC WONT OR .082' ! HOME OWNER THAT ALL LOCATIC PINS AS 04UL AS EMI LOOTERS MIST BE PROPERLY INSTALLED & BOLTED DUEV Or MJARIGNIE 11ORP.W G. 11. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF INC FUALE LOCK SLAT (CD*FONVY ONE LAM SHALL BE PLACED FOR EVERY OPENING, LAM. SHALL READ 445 FOLLOWS HURRICANE BUSTER BROTTID S QYC. 4520' MIME a. IMM' -OAADE COUNTY PRODUCT CONTROL. APPROVED. 12. (a) THUS PRODUCT APPROVAL DOCUMEIT ( PAD.) PREPARED BY THE ENGINEER IS GENERIC MC DOES NOT PROICE 1NFORIMT70N FORA SITE SPECIFIC PROJECT, L•. MOVE E INC SITE CONA111016 DEVOTE FROM THE PAO. (tI CONIRACTORT0 - 8P SELEC11OR, PIWCNASE 7MS01LIATIOM "OFTRISTRONET ONV /IIS PRODUCT APPROVAL PROVIDED HE/SHE DOES N07 VERVE FROM THE CONDITIONS DESIRED ON 1108 DOCUMENT. (e) 7MS PRODUCT APPROVAL DOCUMENT MIL BE CONSIDERED RAMC IF MOO EA (d) SITE SPEtSFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MTAONN MCC BECOME 11E PROFESSIONAL OF RECORD (PAR.) FOR THE PROJECT AND WHO WS 8E RESPONSIBLE FOR 711E PROPER USE OF THE PAD. PROFESSIONAL OF RECORD. ACTING As DELEGATED ENGINEER ro THE PAD. ENGINEER, SHALL SUBMIT 70 11115 1A77ER TILE SITE SPECIFIC DRAWINGS FOUR REVIEW. © SILL SCALE 3/8" = 1 • I _ 1 .052' 0.339' . 168' 0.266' �G RESIDENTIAL BLADE SCALE: 3/8" = 1" G�1 FEMALE RESIDENTIAL BLADE SCALE. 3/8" = 1" rTj ` i L . iriP") - 1 r q I. 644' lQ MALE LOCK SLAT QJ FEMALE LOCK SLAT • SCALE .3/8" = 1' -. 11 - . 1 2 5 ' JAN 2 3 2003 QK LOCK CLIP 4"TOT7C" SCALE:: 3/8' - 1" 5.000' Max. • © ALUMINUM ANGLE SCALE J /8" = 1" GENERAL NOTES: 7. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APP00WIL DOCUMENT HAS BEER DESIMED IN ACCORDANCE MIN INC 2007 EDITION OF 1HE FLORIDA m8LD6NG CODE DEVON 171ND LOADS DIAL L BE DETERII/A5D AS PO SECTIN 1019 OF 774E ABOVE MENTIONED COOS, FORA BASIC MD OF 740 m.ah, AC M ACCORDANCE 0/ AS10E 7 -98 S7ANDARLL ACCORDION SHUTTER'S AOEO144C7 FOR IMPACT MO FATIGUE RESISTANCE INS BEEN METE D IN ACCORANCE ISON SECTION 780E1.4 OF INC ABOVE mENITOHm CODE AS PER All REPORT / 0902.01 -98 AND PA - 207. PA - Rn. App PM -201 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOWER PIN ST•l BE / 70 x J' 470-NT I/MMRM/ SERIES 71/ 135.0 al YIELD POINT & 180 al TUSSLE 571117GTH SCREENS SHALL BE CaA7ED *1774 X7IAIN 5000 SERIES FIUOWIOPOLYAR7t movies AS M4 .FAC/URED BY wawa D co. p7I. 507 MGT C157ER Rt 11381. .1. ALL ALLAI6M.W DIFFUSORS SHALL BE 8083-I8 ALLOY: 4. ALL SERENE TO 8E STAINLESS STEEL 304 OR 316 SERIES W/ 50 OE IMO POINT ANO 90 kV TENSILE STRENGTH OR CORROSION RESISTANT COWED CARBON STEEL its PER 0 9 50015. 5. ALL ALMA MW POP R/YE75 ro BE 5982 ALIMIVRIOI ALLOY NON ALGINA/ IMAMS- (47) FM PAD. SHALL BEAR 774E OA7E AND ORIGINAL SELL AND .SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED 17: /1 i[ Ii NC. \ TILLIT TESTING & ENGINEERING COMPANY N.W. J$& Si. Ufa 277. MOW GIR130 FLOAf81 .13166 Phone : (3)677 - IS.b . far : (.7o<7)B77 - 1931 EB- 0006719 WALTER A. TILLJT Jr., P. E FLORIDA Lie. / 44167 RIX Pal 00O31•117011 Ala AMC 99 -392 0411' 1 i!'1: N• 7/27/ 3 PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 03 - 0 /30 .10 Espiratio Dade O o 9 Miami Da ruduct Control Division F.B.C.(H.V.H.Z.) /MIAMI -DADS COUNTY ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS, INC. (ASSA 1 155) 8752 S.W. 129th 5T. MMAK FL 33176 DOT AS SHOWN SCALE 1 /2J /0J DATE 03 -020 DRAWING No SHEET .1 OF 10 POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 14X3 ' S.S. 4 S.M.S. 9' O.0 POURED CONCRETE REQUIRED CALK -IN ANCHORS (six SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) di �--- SEE SCHEDULE FOR Min. SEPARATION TO E 7STTNG GLASS CONCRETE ANCVRS (SEE SCHEDULE LM1• : SHEET 8 & NO FIE •7 ON SHEET I) • • .. OI • • 1 1-• --• r • II II llII I,I• • • • • If .••• I f Si u • . . . . • • • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) WALL MOUNTING INSTALLATION SECTION A SCALE: 4/8" = 1" /10xJ' SS S.M.S. W/ SEE NOTE • 7/16'1x7/8" NYLON BUSHING / /1Ox.r S.S. S.M.S. • • 4V/ Z/1 6"0x5/{1" • LONC 1VYtQN • • • • • BU NICIG •(T .: :MP: INTERIOR) • • •.••.• •••• OR © /10x3' S.S. SAES W/ 7/16'1x7/8' NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) n 11 • • • • • • • • • • • I 1 1.500' U--CALK-IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) • ••• • • • • • ••• •• • • • .. • • • • • • © oR© * ALTERNATIVELY TO I" x Alum. ANGLE W/ ANCHOR, DRILL HOLE AT TO INSTALL CALK -IN AT D . COVER HOLE WITH NYLON CAPS. POURED CONCRETE REQUIRED - , 4i / POURED CONCRETE / OR CONCRE7E BLOCK WALL REQUIRED W/ 7/16%x7/8' NYLON BUSHING (Typ. BOTTOM) /10x3/4' S.S. S.M.S. 0 12" O.C. 7YP EA. SIDE. REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION B1 SCALE: 3/8 = 1 1 x2'x1/8' Cont. ALUMINUM ANGLE (6063-T6 ALLOY) EDGE OF SLAB IF APPUCABL£ 1- Mln. SEPARATION TO SEE SCHEDULE FOR EXISTING GLASS CONCRETE ANC; 4C,; /(SEE SCHEEDULE ON / SHEET 8 8 NOTE 7 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON • SHEET 8 & NOTE 7 ON SHEET 1) R 0. 11 11 11 11 11 110x3' S.S. S.M.S. W/ 7/16'1x5/8' ONG NYLON BUSHING (Typ. TOP INTERIOR) A A. A.2 1 /10x3' SS S.M.S. W/ 7/16'1x7/8' NYLON BUSHING Typ. TOP & BOTTOM (OTIERIOR) BOTTOM (INTTERKA) WA. LL__.IO_U.NTI G INSTALLATION_ — SECTION 41 SCALE: 3/8 = E D. - EDGE DISTANCE (� SICHM ON NOTE FOR COMBINATION OF SECfl0NS : W4L4/ROOR /CEJUNG MOUNTING SECTIONS caw BE cow8lN D IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE REQUIRED —\ r— SEE SCHEDULE FOR — Min. SEPARATION TO EXISTING CLASS IL E C O A NA:. TILLIT TESTING & ENGINEERING COMPANY 6T.! ?LW. OEM. S!. S!a 217. MGM GROEMS Roam d31RE reeve.: (=PM-1= . Fm : (]33671 -1331 EB- 0006719 WALTER A T1LUT Jr., P. E FLORIDA Lie. 44167 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) n I I CO ' ' EQ RAV 0 .. 4 111°.- II 11 u EA u J n. ri i a m I /10x3 /4' SS SAES OR J /16'0 Alrat,. POP RIVETS • 12' O.C. 1 110x3' S.S. S.M.S. W/ 7/16 "1x5/8' LONG NYLON BUSHING (Typ. TOP INTERIOR) &RO 1 7/1 x7 NYLON 3' SS S ALL W/ BUSNIA Typ. BL/SHING Tyµ TL7P & BOTTOM (EXTERIOR) a 8077DM (INTERIOR) /10x3/4' S.S. EMS. • ALTERNATE — LOCATION FOR TOP UP FASTENER // ©p II /I f -1.500 = CONCRETE ANCHORS J V POURED CONCRETE 8 7 E 0. REQUIRED ON SHEET SHEET et NOTE 1) CEILING & FLOOR MOUNT. INSTALLAT,_ __ .___ — S CTION B sCALe 3/8' a 1- moernw CAD DWG ss-332 E+1A 5 -. --s NT. By Miami Dad Division OR 3/16'0 Alwn. POP RIVETS • 12" QC. ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS, INC. (ASSA / 155) 8752 S.W. 129th ST. AQAAI, FL 33176 EDGE OF SLAB IF APPUG4BLE PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No Expi - tion r ate o act Control o.I 0 Og F. B. C.(H.V..H.Z.) /MIAMI — DADE COUNTY Era AS SHOWN SCALE 1/23/03 LUTE 03 -020 DRAWING No SHEET 2 OF 10 /i i[iNC. \ T1LUT TESTING & ENGINEERING COMPANY !!� ma .u1•. Si Stn 217. WPM WOWS FLORIDA =1e• Mass: (30e)871—I330. fax (347)871 -1511 E8- 0006719 WALTER A TILUT Jr., P. E FLORIDA Lie. / 44167 ASS4 / RESIDENTIAL 8ER7HA ACCORDION SHUTTER Rh Pr HURRICANE BUSTER BROTHERS, INC. (A55A / 155) 8752 SW. 129th ST. MIAMI, FL 33176 aricormx OATS Rl. Ss 80010110• OATS 1 01O oc 91 -452 1/21161 .1 • AS SHOWN SCALE 1/23/03 DATE . 03 -020 DRAWING No SHEET 3 OF 10 POURED CONCRETE REQUIRED -\ POURED CONCRETE -- OR - CONCRETE BLOCK WALL REQUIRED • • • • • • • • • • • • • • • I • • • • • SEE SCHEDULE FOR -- Min. SEPARATION EXISTING GLASS /10x3/4' 5.S S.M.S. OR 3/16'0 Alum. POP RIVETS • 12' O.C. ALTERNATE LOCATION FOR TOP UP 1 FASTENERS j, CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 • • Ngle 7 ON • • • • • • • • • O • • • 1/4'0 -20 S.S. x3/4' PAN • • • • HEAD PHILUPS BOLTS W/ EQ £0 A i NUT • if O.C. • 1' Min.-1 . •• • • !F • • • !i _.��� • • • -lir - SECTION C •.• • • • ••• • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • . • • • • •.• 11 u n CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8O NOTE 7 ON SHEET 1) • • T 1.500' - u 11 /10x3' 5.5. S.M.S. W/ 7/16'/x5/8' LONG NYLON BUSHING (lpp. TOP, INTERIOR) 1 10x3' S.S. S.M.S. W/ 7/16'0x7/8' NYLON BUSHING 0». TOP & BOTTOM EXTERIOR) & BOTTOM. INTERIOR) 3/16'0 POP RIVETS 0 12' 0.C. 1/4'0 -20 S.S. x3/4' PAN HEAD PHILLIPS BOLTS W/ NUT 0 12' 0.C. WALL MOUNTING INSTALLATION (BUILD - OUT) SCALE : 3/8" = T' L A l DR °R ©1* 0 OR JAN o ; • 1) O OR 41 0 OR ® © TYPICAL ELEVATION N. E 0. - EDGE OtSTANCE S 8 OF 1)ON SHEET T. S NOTE FOR COMBINATION OF SECTIONS : WALVfLOOR /CE7UNG MOUNI7NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4oR® 0R F1 SEE NOTES ON LOCKS ON SHEET 4O5 OF10 PRODUCT REV WED as complying with the Florida Belding Code Acceptance No 63— o /30. 1 o Expiration Dat By Miami Da Y• .,r rodact Control Division F.B.C. (H. V.H.Z.) /MIAMI —DADE COUNTY O a a O 1111011111111111111111 Pmmiumorclima (r• O © OR OR • • • • •• • • • a co O • OR a (I ippr I 3 /16'0 Alum. POP RIVETS OR /14x3/4' S S.M.S. 0 6' 0.C. • CONCRETE ANCHORS \\ 0 9' QC (SEE' NOTE 7 ON SH 1) s§ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2 OR J xJ x 090' ALUMINUM TUBE (6063- ALL012 3/B' I HOLE FOR LOCKING PIN (BEYOND) CASE 1 2'02'01/8' OR 303x090' ALUMINUM TUBE (6063 -T5 © REAR Y) 1'x1 x1 /8' Cont. Alum. ANGLE (6063 -T6 ALLOY • OR@ (BEYOND) O OR � (BEYOND) (BEYOND) REAR * (BEYOND) (BEYOND) • .- it • •• •• r. • • • • • • • • • • • • • • �c.)14 •• • •• • • •41 i• • • 4 .1. • • • • • • . . J/16'0 Num. POP RIVETS OR /14x3/4' S.S. S.M.S. S.M.S. O 6' 0.C. CASE 2 • • ••• •• •• • • • • • • • •. a a 1111 Cont. Alum. ANGLE (6063 -T6 ALLOY) SECTION E SCALE 3/8' = 1 • • • • • • ••• • ••• • • • • • .2 OR 3'03'x.090' ALUMINUM TUBE (6063 - ALLOY) &©DORO R ®OR© 1/4'0 -20x1' LONG St. ALS O MIDHETGHT OF 0 FRONT OR REAR (Typ.) (2) ANCHORS EACH ANGLE CASE 3 (4)3/16'0 Alum. POP RIVETS OR /1403/4' SS. S.M.S. © REAR * (BEYOND) SECTION D SCALE: 3/8' = 1' 3/16'0 Num. POP RIVETS OR /14x3/4' S.S. S.M.S. O 6' O G tU ORO (BEYOND) SECTIONS D. D' & E W/O © SCALE: 3/8' = 1' 2'02x1/8' OR 3'03'x.090' Alum TUBE POST 202'x1/8' x TUBES' SIZE 4 41C4kt / ' Alum. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) ** "AO • 44k1. EDGE OF SLAB ISOMETRIC (CORNER POST) & eorroM 24 /1 i[iNC. \ TILLIT TESTING & ENGINEERING COMPANY #1.11. .70th. Sf. 9a 217. MGM alarm 'LORD 33188 Phone: (.703)877 -1930. Par; 007)871 -7537 EB- 0006719 WALTER A. nun Jr.. P. E FLORIDA Lic. j 44167 ASST / RESIDENTIAL BERTHA ACCORDION SHUTTER Ntr. a► 1 HURRICANE BUSTER BROTHERS, INC. (ASSA / 155) 8752 S.W. 129th SE MARL FL 33176 an 00C 99-352 p[7a1PTION 7:4 Ir7. 17. I - ax AS SHOWN SCALE' 1/23/03 DATE 03 -020 DRAWING No SHEET 4 OF 10 JAN 2 3 2003 J FOR warm PIN. 1/4'0 - 2001' LONG S.S. M.S. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -CONCRETE ANCHORS 0 9' 0.0. (SEE NOTE 7 ON SHEET 1) B: © OR O OR(gOR© CONCRETE ANCHORS 0 9' 0.0. (SEE' NOTE 7 ON SHEET 1) OR (BEYOND) NOTES ON LOCKS: APPLICABLE TO LOCK DETAILS SHOWN ON MS SHEET. • O INSTALLED Mal ALWMYS BE warm Br I/SYMG LOCK THE INSIDE OF SHUTTER N• 1/4' 0-20 x 1' S S. SIDEWALK BOLT =noes SHOWN =noes t BOLT I PENETRATE LOC71 C�1P. AS 11E11 AS 0 0) Q�TIf4fL LOCK cuts C 1 f1AN�.`f3 9NLL FIT MOW • 0' Trams PIN • 2 9DE11MLK BOLTS 11011EHBZI •• ALTERPMThUr TO ma eLOGI' _ctas. CENTERWA SQ& Q91KL ALWAYS BE LOCKED Br IdTAILLIUG A 1 4' 0-20 x 1 S SCEALX T r THAW BOTH TES FOR MS PURPOSE: & rv7ERMfATES SHALL BE PRE- -O9LLED AT THE BOLT LOCATION A5 TAPPED THIN W ORDER 10 ACCEPT THE 1/4' 0-20 SY.IEW14LK BOLT. THIS BOLT WY BE INSTALLED FROM EITHER THE FRONT OR APR OF SHAIfl REAR * 2 ' MIN. -- I- -1'— (BEYOND) S E C T I O N D ' : ONE SIDED SHUTTER END CONNECTION DETAIL SCALE: 3/8' = 1' r POURED OR CONCICIT /( BLOCK REQUIRED � 1/2'x1 1/2' OR 2x2' OR 2'x3' OR x4' OR x5' 01/6' Alurn. ANGLE /14x3 /4' SS SM.S OR 3/16'0-Alum. POP RIVETS • 9' 0.Q PRODUCT REVISED as complying with the Fonda Braiding Code Acceptance No 03 — 0 �1 �3�0 • _10 Esplrptioa Date °S� L� o °S By t��"• - � ry. lvL'- z '- Miami Da Division F.B. C . (H . I .. H . Z.) /M /A M I — DA D E COUNTY © © O 111111111.111111111111111111 4 © • • • •• • • • • • • • • • • • • • • • ** GI ak, r - .CONCRETE ANCHORS 0 9' 0.c (SEE NOTE 7 ON SH 1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2 x2'x 1/8' OR 3'x3x.090' ALUMINUM TUBE (6063 - ALLOY) 3/16'0 Alum. POP RIVETS OR #14x3/4' S.S. EM.S. 0 6' as (TYP•) NYLON SCREW HEAD OR iiarrynxrn I CASE 1 2"x2111/8" OR J'x3'x.090' ALUMINUM TUBE (6063 -T5 3/8' 1 HOLE FLAIR LOCKING PIN 1'x1'xi/8' Cont. Num. ANGLE (6063 -TB ALLOY) H® OR ( BEYOND) (BEYOND Alum. RNNUTt (TYp.) ** (RfYCNO) • • Vi i• • S •• •• • • • • • • • • • • • ••• • • • • • • • • • •• • • • • _REAR OR (BEYOND) (BEYOND) 1 •• • •• • • • 1'x1 x1/8' Cont. Alum. ANGLE (6063 - T8 ALL0 .3/16'0 Alum. POP RIVETS OR #14x3/4' S5 S.M.S. O 6' O.C. (Typ.) CASE 2 SECTION E SCALE 3 /e' = T ' • R �O R�OR� V • • NYLON SCREW HEAD FRONT (BEND) SECTION D SCALE: 3/8' = 1 ' POP RRNE75 OR #103/4' S.S. S.M.S (Typ.) (2) ANCHORS EACH ANGLE r 1.. CASE 3 Alum. RNNUT t (7)0p.) ) OR (BEYOND) ** 2 ie2'x1/8' OR 3x3 x.090' Num. TUBE POST 2x2x1/8' x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063-T6 ALLOY) EDGE OF SLAB 2003 rr� ISOMETRIC (CORNER POST) & ( B07TOM SL BS) JAN2 3/8' 1 HOLE FOR LOCKING PIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED C ONCRETE ANCHORS 0 9' O.C. (SEE NOTE 7 ON SHEET 1) CONCRETE ANCHORS • 9' O.C. (SEE NOTE 7 ON SHEET 1) N)WN SCREW HEAD ONE SIDED SHUTTER : END CONNECTION DETAIL SCAM 3/8' I" /1 it1io INe TILLIT TESTING & ENGINEERING COMPANY 4595 N.W. MA. 5L. 51.. 217. 1 70.1 GVB MS FLQ*wm 23188 Mew ; (.747)877 -1570. Par : (347)871 -1577 E8- 0006719 WALTER A. 77LLIT Jr.. P. E: FLORIDA Lk. / 44167 OR (BEYOND) etr. x. NOTES ON LOCKS : APPLIC4BLE TO LOCK DETAILS SHOWN ON THIS SHEET. * LOCKER ( 'J SNAILS AL*AYS 8E USED FOR ANY SPAY AND INSTALLA AT ANY ELE1NTTOAL LOCKER C/ ANr 'x• AS AN INSIDE OR OUTSIDE LOCKER IF ATT ' TO ( D& CJ W/ 1/4' 0-20 x 1' LONG S S. TNR£AOW BOLT W // 1 4' 0-20 x 5/8' INTERNALLY THREADED ALUMINUM RIHYUT. SEE INSTALLATION DETAIL ON TH15 SHEET. *0 FOR LN5TALIA AT ANY ELEVATION OF BUILDING AND IN ADDITION TV (N� LOCKERS, A REGULAR T LOCK ANY BE USED FOR SECU PURSES AT ANY D0SIRm LOCATION OF CENTERM+TE (RISME OR OUTSIDE). D). *HER USED INSADE MINIMUM SEPARATION 70 GLASS SHALL ALSO BE VELD FROM THE TL OF SUCH T LOCK OR FROM THE OTHER SHU!'JER COAIPON0WIS SHOWN ON S£CTTON D (*WHEW" 1S MORE CRTICAL) t SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FIANCE THIN .MEET NVTS RT, PART / 0620, AS W11N/FAGTURED BY E . CHHERRY TD(TORN, PARSPPEHY. NEW JERSEY 07054 ** IXSONITION mA CAM AN-582 2' MIN. 1"-^ OR ® FRONT \ (BEYOND) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS, INC. (ASS+ / 155) 6752 S.W. 129th Si: MIAMI, ft 33176 4th' 1 Arum. RIVNUTt (Typ.) ** x r CONCRETE OR CONCRETE I/ BLOCK WALL REQIJIRED - 1 1 /2'xl 1/2' OR 21r2' OR 2x3' OR x4' OR x5' x1/8" Alum. ANGLE #14x3/4 SS S.M.S. OR 3 /16'1 Alum. POP RIVETS O 9' as PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No 03 - 0 13 0-1 0 Expiration Date O Z / I I J 'Z.Oo8 By Miami Da ,f r Bract Control Division F.B. C. (H. V. H.Z.) /MIAMI —DADE COUNTY M7[ AS SHOWN SCALE 1/23/03 DATE 03 -020 DRAWING No SHEET 5 OF 10 miXLMUM O N L MAXIMUM SHUTTER SPAN Y' (f.) MINIMUM SEPARATION TO GLASS (in.) • •• 85.0 8 -6' 3 7/8' J 87.5 8' -J' J 7/8' J 90.0 8' -0' J 4/8' J' 92.5 r-9" 3 3/8' J' 95.0 7' -7 3 3/8' J' 97.5 7' -5' J 3 / 8 ' J 100.0 7' -2' 3 4/8' J' 102.5 7' -0' 3 3/8' J' 105.0 6 -10' 3 3/8' J' 107.5 6' 3 3/8' 3' 110.0 6' - 7 3.3/8' J' 112.5 6' -5' J 3/8' J' 115.0 6' -3' J 3/8' 3' 117.5 6' -2' 3 J /8' 3' 120.0 6' -O' 3 3/8' ' 3' 1225 5' -11' J 3/8' 3' 125.0 5' -9' J J /8' 3' T273 5 J 4/8' 3 130.0 5' -6' 3 3/8' 3' 7325 5• J 3/8' 3' 135.0 5' -4' J 3/8 3' 137.5 5' -3' J J /8' 3' 14.084124 DESIGN LOAD W (p,,,.) MAXIMUM SHUTTER SPAN VOL) MINIMUM SEPARATION 10 GLASS (in.) . • w 410 12' -1' J 7/8' J' 42.5 71' -77' .3 7/8' 3 45.0 11' -9' 3 7/8' J' 47.5 11' - 7• J 7/8' J' 510 11 ' 3 7 / 8 ' 3' 52.5 11'4' 3 7/8` 3 55.0 10 • J7/8' 3• 57.5 l0 -7' 3 7/8' J' 50.0 f0 -5' J 7/8' 3• 82.5 10 -2' J 7/8' 3' 85.0 10 -0' J 7/8' 3' 87.5 9' -10' J 7/8' 3• 70.0 9' -7' 3 7/8' J• 7Z5 9' -5 3 7/8' 3' 7571 9 -4'• 3 7/8 3' 77.5 9' -2' 3 7/8' 3' 80.0 9' -0' 3 7/8' 3' 82.5 8' -g• 3 7/8' • 3' MAX/Mum DESIGN LOAD W (p.s.f) MAXWUU SNU77ER SPAN Z' (f.) MINIMUM SEPARATION 70 GLASS (In.) • M 140.0 5' -2' J 3/8' 3' 1425 5' -1' 3 3/8' J' 145.0 5' -0' 3 3/8' 3' 147.5 4' -11' J J/8' 3 150.0 4=10' 3 3/8' 3' 152.5 4' -9' J 3/8' 3' 155.0 4'-8' J 3/8' 3' 157.5 4.-r J 3/8' 3' 180.0 • 4'-8' J 3/8' 3' 1825 4 -5' J 4/8' 3' 1650 4'-4' J 3/8' J' 167.5 4'-4' 3 J /8' 3' 170.0 4' -3' J 3/8' J - 1,72.5 4 4 -1' - 3 J' 175.0 4' -/' J 3/8' J' 177.5 4' -1' 3 3/8' J' 180.0 4' -0' J 3/8' 3' SHUTTDP SPAN 2' (R.) MNYIMUM SEPARATION LESS OR EQUAL THAN 8'-0 3 J/8' >8' -0' 10 12 -0' 3 718' a a / mz \ T/LUT TESTING & ENGINEERING COMPANY 59a KW sat4. S!. 94a 217. 1 GI ODa AAIM AIM r'1.•.• : (sm)e7t -OS. . For : (303071 -1531 EB- 0006719 WALTER A. RELIT Jr.. P. E FLORIDA Ue J 44167 2 TABLE 1; MINIMUM SEPARATION BE7WEEN GLASS AND SHUTTER FORA GIVEN SHUTTER SPAN Z' FOR 9IUTTERS INSTALLED WITHIN THE F7RST JO -O' ABOVE GRADE OF A G/YEN BUILDING. JO' -0' ELEVATION SHALL EE MEASURED AT BOTTOM OF SHUTTER SEPARATION TO BE MEASURED AS INDIGA7E9 ON SECTION 0. SHEET 4 OF 10. ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS, INC. (ASSA / 755) 8752 S.W. 129th ST. MMML FL 33176 a4aalernaw 041E 0.O DWG 99-m 1/23/03 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No -0 30./0 E :pi tionDat o o 08 By iNIami Dad duct Control Division F.B.C.(H.VH.Z.) /MIAMI -OADE COUNTY 90132,110• - I 0112 AS SHOWN SCALE l /2J /03 DATE 03 -020 DRAWING No SHEET 6 OF 10 • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • ••• • •M 11: • ;; u • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • (VALID FOR SECTIONS A, A 1 & C ON SHEET 2 & 3 OF 10). NOTE: DESIGN PRESSURE RA77NG CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE' 7 -98 CRITERIA FORA GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. •• • . • • •• • •• • • • • • • •• • • • • • • •• D GM: PR S • • • • R.T "W' • FOR SHU,ItN INSTALLED WT774ING THE FIRST 30' -0' £LEVAT7ON OF BUILDING SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN 174E MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR BOTTOM OF ABOVE J0' -0' ELEVATION OF BUILDING. MEASURED AT .1 2 2 2003 MAXIMUM DESIGN Law DES. (p.s.f.) MCD6 A At C 2RT176 A AI, C 217016 4 • 87 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT BOTTOM (70 MASONR)9 CEILING * FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) NOTE 1 N01E 2 WE J MME 1 WE 2 MOPE J NO7E 7 P 1E 2 NOTE J FROM 40.0 TO 62.5 9' 9' 9' 9' 8' 6 1/2' 9' r 5 1/2' 9' 9' 9' 9' 5 1/2' 4 1/2' 9' 9' 9' FROM 62.6 TO 75.0 9' 9' 8' 9' - 6 1/2' 6' 9' 6' 5' 9• r 9. r 4 1/2' 4' 9' 9' 8' FROM 75.1 TO 92.5 9' 7' 7' 9' 5 1/2' 5 1/2' 6' 5' - 9' 9' g' 8 1/2' 4' 4' 9' 7 1/2' 7 1/2' FROM 92.6 TO 120.0 9" 7' - 7' 5 1/2' - 6' 5' - 9' 9' - 5' 4' - r 7 1/2' - FROM 120.1 TO 180.0 7' 7' - 5 1/2' 5 1/2' - 5' 5' - 9' 9' - 4' 4' - 7 1/2' 7 1/2' - ACTUAL E. D.= EDGE DISTANCE FACTOR TAPCON / ZI.AMC NAfUN CALK - IN 3' .86 .75 2 1/2" .71 .50 2' .50 - a 2003 8' -6' Max. ALLOWED. / - mi - 3NC. \ TILLIT TESTING & ENGINEERING COMPANY 8515 MW. soh. SR. SM. 217. Nge8W woods flOAID4 !3168 Peens : (375)87l -1530. Fm : 6107)871 -7511 £8- 0006719 WAL7FR A. 11141T Jr.. P. E FLORIDA Lie. x'_44167 ran: AY 2 oacasmat OD D•C 91-. 2 PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No 0 Exp Lion Date By Miami Da . • ct Control Division ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS, INC. (ASS► # 155) 8752 S.W. 129th ST. MIAMI. FL 33176 DAR 541r te F.B.C.(H.VH.Z.) /MIAMI -DADE COUNTY AS SHOWN SCALE 1/23/03 DATE 03 -020 DRAWING No SHEET 8 OF 70 • • •• •• • • • • 0 • • • • •• • • • • • • • • 0•• • • • • • • • • ••• • • • ••• • • ZAJA C NAILIN TAPCON OR CALX -IN ANCHOR SPACING LEGEND • • ••• •• •• • • • • • • • • • • • • • ••• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •.• • • • • • • • • • • • • • • • • • • • ••• •• MAXIMUM DESIGN PRESSURE RATING 'W' (p. s. f.) AND 11 • ANCHOR SPACING (1) Max. ANCHOR SPCG. VALID FOR SPANS (2) Max. ANCHOR SPCG. VAUD FOR SPANS (3) Max. ANCHOR 'SPCC. VAUD FOR SPANS NOTES ON ANCHOR SPACING SCHEDULE t SEE SHEET 9 & 10 OF 10 FOR ANCHOR TYPE & SPACING FOR INSTALLATIONS INTO WIDOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 7/2" 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 CALK -IN IS 2 1/27. THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3' 0.C. JA I FGENQ OF 5 -0' OR LESS GREATER THAN 5 -0" GREA7ER THAN 8' -6" TO TO • • •. • • • • • • • • • • • • • • • • • • • • • • ALTERNATIVE 1 • • • • .• •• • • • • • • • • • • • • • •• • • • • • • • • . • • • • ••• • • • . : I5V5VALLATION DETAILS ON • • • . • • • • • • • • • • .• ••. •• • • �'XG WOOD BUILDINGS . • • .• • • •. • • • 1' 110STALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WINO LOOS LESS OR EQUAL THAN 75 p.al. AND 9' -0' Max. SHUnEN SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE Na Z W/ SPECIF1C DENSITY OF 0.55 OR EQUAL. SCALE 1 /4' - I ALTERNATIVE e?, WALL MQUN7TNG INSTALLATION — rSEC7770N_A JA 1PM rall MO 2 a g 1 0 #?Ai. ' 51 5.ALS. w/ 7/11ribt7/Ir WC MAY /i i[I? 1.. \ TILUT TESTING & ENGINEERING COMPANY 15.5 N.W. J.M. SL. Sts. 2?? maw Gomez. FLORIDA J31e4 P»as : (305).71 -15.10 , fm : (347)1171 -1511 EB- 0006719 WALTER A. TIWT Jr.. P. E FLORIDA Lie. / 44167 NOTE FOR COMBINATION OF SECTIONS; WALL/ FLOOR /CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Gum /14:3/4 5.3. s e 6' DC. ALTERNA77VE 4 R[►: N. 2 onammy" OW 99-.52 aTZ v2Vol 1 4 7d',1/8' 1 6063 -T5 Akre. nrBE (Coot.) w/ (2)1/4'Ia4' LAG SCREWS 0 EAOI STUD (MOWN 11l OF 51110) ANO W/ 2' Wet PE E719070N Poo Emma STUD. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No OS - O 13 0 . I D Expiration Date D lI ZO 0 By Miami Dad 3 ' uct Control Division F. B. C. (H . V. H. Z .) /M L A M I— D A D E COUNTY ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS, INC. (ASS+ / 155) 8752 S.W. 129th sr.. MIAMI, R 33176 an AS SNOW SCALE 1/23/03 DATE 03 -020 DRAWING No SHEET 9 OF 10 • COSTING GLASS 144x3 /4' SS. cue o vac. • • •• •• ••• • • • • • • • • • •• • ••• • • • • • • • • INSTALLATID1i 1tlLa • • EXISTING WOOD BUILDINGS • • • •• • • • • • ••• •• N.01i4pp1gdi1.1•U �.• —" 111111111H SCALE 1/4` _ 1' 1. ALTERNATIVE' '5 ••• • • • ••• • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• II 11 11 II • • • • • • © /W0sJ /4' SS SAS OR J /16'• Nun. POP RIVETS • 12' O.C. #10x3' SS. SAES W/ 7/16'0x7/6' LONG NYLON B U S H I N G . ( ) . BOTTOM). /10•1/4' SS S.M.& OR 3/16'0 Ahxn. POP MILTS • 12' O.C. 1/4'0- 20x3/4' RAN ICAO PHILLIPS BOLTS W/ NUT d; WASHER • 12' O.C. 1'e410/6• (Mhl.) 6063 -75 Hum. TUBE (Cont.) W/ (2)1/4'•x4' LONG 1AG SCREW 0 EACH 5111D (v10w9ON OF STUD) AIM W/ oTUb. 2' Lin. PENETRATION IMO DOTING 0000 TRUSSES OR RAFTER 0 24 O.C. REOUIRED 114x3/4' S.£ SAES 0 6' O.0 ALTETIMAIE FASTENER LOCATION - -wr SCHEDULE FOR Ain. SEPARATION TO DOSING GLASS / 10.3/4' SS S.M.S. OR 3/16'0 Alum. POP R1NETTS • 12' 0.0 1, II II II II II 11 JAN 2 3 2003 T's4 ;1/6' Own) 6003 -13 Nuns. ruse W/ (2)5/16'•x4 LOAC LAG SCREWS ro EACH RATTER OR TRUSS. LOCATE bt71ENS AT 04OWAb1H OF £457ING WOOD AAtS�71. (2' Mh,. NII•441. MOTH) W/ 2' Mks PENETRATION. /1a1•3' SS SAES W/ 7/16'•.25/2' LONG NYLON BLL9tNG (1)p, TOP,w7ERAOR). © =LNG Al( MOOR MOUN77KG INRP4TJ.4TIQ? SON B SCALE 1/4' A. 1' 2Se0' WOOD DEC" REQUIRED (N0 FINER ALLOWED) t /4'• LAG saints W/ 1 1/2' Ain. PENETRATION • 6' as W000 TRUSSES OR RAFTER 0 24' 0.C. REWIRED LONG 770114 E7t'IER10R. d sorrow. dIr1E]PACVt /'O•J /4' S.S. SAES OR J /16'0 Num. POP RNETS • 12' 0.C. NOTE : WALL/FLOOR/CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES : 1. INSTALLATIONS ARE ONLY VALID FOR / NSTALLAT7ONS Y,1771 DESIGN WIND LOADS LESS OR EQUAL THAN 75 p.s.f. AND 9' -0' Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL Me VA= ramerAmellermararAdliage 1111=1. III I � •I /14x.3/4' SS SLLS 0 6 0.C. - -SEE SCHEDULE fOR c I TO ss coma — �CTYON_ m 1S4Sr //8' AAA) 6063 -r5 A� 1L� W/ (2 /16'6x4• Lac LAG s lb` TO &.o# AWE fl 0R TRUSS =AN SCREW'S AT MYRRH OF ammo w000 Y. NDAU6u MORM) 1 !, 2' (2' um. PEAlTAATAOAL /14d' as S.MS w/ 7 /1v•a/b' La06 NYLON AMINO. TIP. 301+ (1IV1E76W1) 1/4'0 aU00 FEUAMIAT 1.006' PMtiAN1E w/ 1 7/B' Aft — 2000' PORTRATION • 6' 0.0. OR /10•1/4` S.S. SAS. • 12' 0.0. 1-- 2'aO" WOOD DECX ` RNISH ALLONED) T?JC & aAR MQ 1Ng1AI.LITTQN SCALE: 1/4' - T' /1 iE1iNC.\ TILLJT TEST1NG & ENGINEERING COMPANY 6595 KIE .I619. s.. Sta 217. NII:r• CAROM fi0101l JJ706 Mem : (.05)07I -1610. Fee : 6 705 P 71- t 137 EB- 0006719 WALTER A. TILLIT Jr., P. E FLORIDA Lic. / 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER HURRICANE BUSTER BROTHERS INC. Uss4 / 155) 8752 S.W. 129th ST. MI4MI, FL 33176 ACV. M. J mo•.rlu• ao DWG u-J52 Mir AS SHOWN SCALE 1/23/03 DATE 03-020 DRAWING No SHEET 10 OF 10 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 03 — 0 0. Lion; : to b2 // /? og By Miami Division Parr SS SAES W 7/16'07/8 LONG AIYLDN SWW40 711 TOP & DOT= (Dt1FRIOR) • 8OTTDM (MERTON ct Control F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY M I A M MADE BUILDING CODE COMPLIANCE OFFICE (Be QO) : • PRODUCT CONTROL DIVISION • • • • • • • • ••• NOTICE OF ACCEPTANCE (NOA) Hurricane Buster Brothers, Inc. • 8752 S.W. 129 Street Miami, Florida 33176 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ASSA / Residential Bertha Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -020, titled " ASSA / Residential Bertha Accordion Shutter ", sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated January 23, 2003, last revision #1 dated January 23, 2003 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact ----- A$E�3ATG:�aeh unit shall�eara p - 1 , following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 99- 1227.12 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • ••• • •• • • • • • • • • • ••• •• • • • • ••• • • • • • • • • • • ••• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • � • 140 WEST FLAGLER STREET, SUITE 1603 • • • ▪ • • MIAMI, FLORIDA 33130 -1563 • ' • • (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0130.10 Expiration Date: 02/11/2008 Approval Date: 04/10/2003 Page 1 s 2 7 , 327 .. • • • .0• 00 00. • • .00• • • 00 0 0 0410. • • 4141 • 30 ' 0 0 • • • • .. • • • .. • .0.• • •••• cam' 3 f°42 • 410 .. • .. • • .. • •• •• .. ••• • • • •••• • • • . •• • • ..41. • • • • . ;5'w op (ke PIA • • .. • ... • • • • • • • •••• • • • ▪ •••• • • • • . • .. .. .. • • • • •••• •••• • • •••• • • .. • • • .. • • • • • • • • • • • • .. • • • ••••