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WS-11-1131
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161248 Permit Number: WS -6 -11 -1131 Inspection Date: August 19, 2011 Inspector: Bruhn, Norman Owner: FRANCISCO, CAROL Job Address: 637 NE 92 Street 10 -C Miami Shores, FL Project: <NONE> Contractor: FLORIDA WINDOWS COMPANY INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060430060 Phone: (561)340 -4300 Building Department Comments INSTALLATION OF 2 NEW IMPACT ACCORDION SHUTTERS PassL f��� CO"" Inspector Comments d -l% Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 22, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Dm7, 07,77v JUL 1 1 2U11 BY: Permit No.U) 5V - 11 ) Master Permit No. OWNER: Name (Fee Simple Titleholder): Lam 1 ' 1-0 in C)* 3 Go Phone#: 1 f 4 ¶ • 'K1'l 4 Address: 671 �� 2- v oc., City: '<O fl 5\i. vc-3 State: Zip: 'c3 l ot Tenant/Lessee Name: nit a Phone#: t G. Email: Yd \ &o JOB ADDRESS: U:51 rl C 2 Sfi, ‘ bc- City: Miami Shores County: Folio/Parcel #: I e ° �7 ° Q.4 - co u C9 Miami Dade zip: 3313 Gt Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: /1 (1 Wod.,6vo QCya( Phone#: Sla 1.340.4- v Address: _93a 0 'v.J City: y- CYIS state: pit C2b' C & Zip: 34-1 Qualifier Name: SCE-}' Z0ir Iey.,ia..i Phone#: `9J 1- 3 40 .4S00 State Certification or Registration #: Certificate of Competency #: Contact Phone#: 51.11 • .4 0 C:1 Email Address: 7 W v , (3 0,(10-CILF,AAA\flatV4 Ket GioisI . CO M DESIGNER: Architect/Engineer: p i/l,Q eAei C-4--T1-4 5 Phone#: q S4 - • ®l.r1. (R._ Value of Work for this Permit: $ rV 12- .' Square/Linear Footage of Work: Type of Work: OAddition TOAlteration °New ORepair/Replace Description of Work: I in svekt 1 accord( ( cS i»i/V -{,(tyt k' VJ V It A#J an el a» C C tAhlnii .Dim ❑Demolition ***** ******** *** * * ***** *** * ** ******** ** Fees***** * *********************** ******** mss**** Submittal Fee $ Permit Fee $ Q Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) in 9 Bonding Company's Address City Q> State Mortgage Lender's Name (if applicable) Mortgage Lender's Address 1i1 C` City & State Zip i(1 'k 0- zip v1& 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 _ _ day of 014— , 20 I 1 , by fro( Prot in (A's 4.4) who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: be I�, Print: B ))l • ''= MY COMMISSION # EE096826 •;,m;•s EX,q" ES May 23, 2015 (407) 398 -0183 Florida @o*fit *dt****9t** ** * &** *** dt*8t** tpt** *** ******to***8t* **** My Commission Expires: BONNIE GOMEZ Signature Contractor Old The foregoing instrument was acknowledged before me this day of 3uX-e , 20 I , by (..Ar a al who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY com ** ,J\ 77/1/;# Plans Examiner Structural Review (Revised 07 /10107XRevised 06/10/2009)(Revised 3/15/09) Sign: Print: My Commission E r BONNIE GOMEZ MY COMMISSION # EE096826 •. gi EXPIRES May 23, 2015 4407) 398-0183 Floridallol.ryB . Zoning Clerk ;Li P APPLICATION Master Permit No. AS l I 1 LJ J Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: `Q. 3� 1\,1 G CO, St • l DC R` lA-i(1A, I 5 f t1 < Sb r Zip Address Apt. City State Folio NumberA ---2/6(-1 ^ O 4 3 ° ilk D Description of Work \ YVYka. I % ( v (A(, (.Oai,itvl Lot Y i a Block A [a Vt,tJ S (3,) . Subdivision VW1e(.3 Play-1'B PG Zoning Linear Feet Current Use of Property 12.141 A el+1 '1 Square Feet j 1 Units Floors Proposed Use of Property - cte Ifi & t Value of Work (1, CO.-- <e. Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name y'll ek License No. VI 0• L Address Telephone ell a Fax 1 a.. tel PROPERTY OWNER Name Co. ,gyp t fat �� s o �!/` Address 1 16 v st v 'tv Loc., iii (awCi S teust. i Pt • 3314t Home Telephone i n .. -RI( . 4 Business Telephone In I& Fax In I °k- TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior 17 Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation,Only Add'l Attachment Other Add'I Detachment Other. °.. ENGINEER Name ri nC111/l.LLI /1. e4_54-e-33 License No. �,: ^ , p S4 Address I Le- Oc,e t etti f)e.excAn p1 3 2 Telephone 9 54 Old (. Fax qS -435 4. 03 CONTRACTOR Name 91 ,e, of o,l a. N l `y D1 e- License No. cssic, cte Address 11?JI,.,Q 0 t-k'^ oq 9 ' 1o2 ?ctUrn C Ciro 6-ra cJ -6n3 rA. 3341 Telephone 5i; 0 +67 Fax as 1 a tpY ` b31 Qualifier Name SC-0 % '1(ne nn Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. S I'REETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and /or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT Please read cat efull�. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB Sfl'E in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI-DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE 1 \Th✓xAnc.. Signature of Owner Print Name Swom to and subscribed before me this I (Q day of Jkiivt -e-- III SEAL: ►' BONNIE GOMEZ ' *• • •*s MY COMMISSION # EE098826 • s , , EXPIRES May 23, 2015 Personally k 1 can 396.0183 COloriaa10981989Witetiomation Type of Identification Produced: Signature of Contractor / Qualifier t-bkl- 134.Arrrukk. Print Name %1 (o and subscribed before me this day of ✓'A 0)2- • Signature G. No + ,, - State of Florida SEAL: BONNIE GOMEZ *= MY COMMISSION # EE096828 -, EXPIRES May 23, 2015 Nos • (47 ) 3s> f53 plosida$ptarygervle.eom Personally known OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL 1 PI% QTY. TYPE; Dryer QTY. 'TYPE Outlet, Appliance Q1\ '. 1 \ P17, Service Repair QTY. Minimum Fee A/C Central 1 -3 Ton Drinking Fountain Fan Miscellaneous Repairs Outlet, Wall Solar Water Heater Service, Temporary A/C Central 4 -7 Ton Filter Replace Fire Pump Pool Piping Outlet, Switch Sprinkler Repair Signs Cap - Fixture A/C Central 8 -15 Ton Fountain Fixture - Fluorescent Pump and Abandon Oven Sprinkler System Space Heater (kw) Cap - Water A/C Central 16 -20 Ton Gas - Appliance Fixture Light Pump, Domestic Parking Lot Lights Supply, AC Well Spas/Hot Tubs Cap - Sewer A/C Central 20+ Ton Gas - Natural Flood Lights Pump, Fire Stand Plugmold/Strip Temporary Toilet Subfeeds, No. of Amps Catch Basin A/C Window Gas - Propane FPL - Load Central Pump, Re- circulate Posts Temporary Water Closet Swim Pool, Commercial Clothes Washer Air Conditioners Gas Piping Garbage Disposal Pump, Replace - Pool Range/Range Top Urinal Swim Pool, Residential Dental Chair Chiller Grease Trap Generators, etc. Pump, Sprinkler Receptacles Utility - Sewer Switchboards Discharge Well Clear Violations Ice Maker Heat Recovery Pump, Sump Refrigerator, Comm. (p /PH) Utility - Water Temp Serv., Construction Dishwasher Compactor Indirect Wastes Low -volt, Burglar Relay Repair Refrigerator, Domestic Vacuum Pump Temp for Test - 30 days Disposal Deep Freezer Interceptor Low -volt, Fire Roof Inlet Renew - Temp Service Water Closet Domestic Well Demolition Laundry Tray Low -volt, Intercom/Teleph. Septic Connection Repair Circuits Water Heater Drainfield, 4" Tile/Res. Dishwasher Lavatory Low -volt, Television Septic Tank Service, Number of Amps Water Heater New Drains, Area MECHANICAL TYPE QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. 'TYPE Refrigeration, Tons QTY. Minimum Fee A/C Central, Tons Drinking Fountain Cooling Tower Miscellaneous Repairs Heating Strips, each Solar Water Heater Vent Hood, Cost A/C Wall/Win. Tons Filter Replace Dryer Vents, Number of Pool Piping Paint Booth Sprinkler Repair Ventilation, Cost Cap - Fixture Air Handler, Tons Fountain Ductwork, Cost of Pump and Abandon Piping, Flammable Liquid Sprinkler System Periodic Inspections Cap - Water Barbecue Gas - Appliance Fire Sprinkler System Pump, Domestic Process/Pressure Piping Supply, AC Well Cap - Sewer Bath Fan- Vented, # Gas - Natural Fireplaces, Number of Pump, Fire Stand Pressure Vessel Temporary Toilet _- PLUMBING TYPE A/C Condensate Q1 Y. TYPE Drains, Roof QTY. "I \ PI, Miscellaneous Fixture QTY. TYPI Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: CONDITION OF APPROVAL Page 4 PERMIT APPLICATION OFF'ICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary (x .ft. x/1000 (¢.005 / sq.ft.) (¢.01 /sq.ft.) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER Automatic Data Proceseahrg 1 ADP Boulevard � sauce A� ,Inc Roseland, NJ 01068 7" Corporation 11360 Jog Road, #1 • Company Lk Palm Beach Gardens, FL 33418 CAGES NORTHOL -02 DESR � 1 THIS t33iT1FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY HOLDER. CERTIFICATE ads NOT , EXTENO OR ALTER THE COVERAGE AFFORDM BY THE POUCTOT BELOW. INSURERS AFFORDING COVERAGE orsuaarA:Traveleishrdearnity Company of IN$URER B: NAIC # INSURER INSURER u ICE: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NA EDABDVE FOR THE POLMY PERIOD DUDICATED. NO1VV1THSTANDING ANY TtONOFANYCONTRACT OROMERDOC NTWITHI TTO %MICHTENS�CATEMSAYBEISStIEOOR POUCIE$$ AGGREEATE LIMITS SH MAY PAID P SUBJECT TOAICTHE TERMS, E ONSAi�3� OF SUCH GENERAL, !ASHBY ■ CONNERciAL GENERAL. Lb1131111Y ■ ■ =MS STADE 11 OCCUR POLICY UMBER Thy GENLAGOREGATE LIAGITAPJ SPHE POUCY n floc AUTOMOBILE MOM* ■ ANY AUTO ■ AU CAMEO AUTOS ■ ■ SCHEDULED AUTOS I DAUTOS ■ AUTOS ■ A35r AUTO ■ OCCUR Q CLAMS MADE MIS EACH COMMENCE S DAMAGE 0FREASSES_IEsoocafen135 $ ISEOEiP(Aggmip $ PERSOML &AO$NUUiY OENERRLAGSREomE 3 • R;IS - COMM AGO 3 • saNGIN &NOY INJURY BODfLY AWRY s $ FoOPERTY DAMAGE 3 AUTO GOY - EAA7EFr 1 s OMER -MAN AUTO ONLY: EAACC�S ,GG$ EACH OCCURIVNCE S ANTE DEOucTURE REf l S WLOVE>S• UA U.f$ AND A ANY PROPRERNMONEFEEXECUME L JOflIER X05810 10/1/2010 10/1/2011 X l uRiYl l i S' 3 S 3 s EL ACCIEENT s 10000o EL SSE -EA EMtS WYit $ PT/ONOF OPERA-WNW LOCATEtMaass'E tS IONSAOO@NYENDpRSENEN tSPozat. GERT FICATE HOLDER ELI - POLICY LOW S 500,000 CANON Miami Shores Village 10050 NE 2'"d Avenue Miami Shores, Florida 33138 ACORD 25 (2001 108) SHOULD ANYOf7HEAME OESCRIBEI POLICIES BS CANCELLOI BEFORE TAN EXMOOR DAM ',HEREOF, TAE ISSUING ossuneR wax ENSEANtSt TO um. 10 nomm iTTfst NOTtCE TO THE CERERCATE IMAMI _TO THE LFFCBUSFAD.0 TotosoSRAU. UesO ENO COUGATEIN OR UMW OF AMMO SPOWINENISIMER, ITS AMESOR REPREssmilliEL AUMONizEla ©ACS CO RATION 1988 ACORD. CERTIFICATE OF LIABILITY INSURANCE (954) 942 -4400 Southgate Ins Agy of Pomp Bch Inc 639 North Federal Highway P 0 Box 728 Pompano Beach FL 33062- assusso Northfield Holding Corp DBA Florida Window And Door&Florida Window ComparyLLC 11360 NW Jog Road Suite #102 - Palm Beach Gardens FL 33418- COVERAGES DATE onEDurrtrn 03/14/2011 THIS CERTIFICATE IS ISSUED AS A INATIER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLD THIS CCBlTIRCATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIIES BELOW INSURERS AF COVERAGE INSURER A: Landmark America Ins NANO a INSURER a INSURERc INSURER G: INS E: THE POUCES OF INSURANCE LISTED BELOIN HAVE BEEN ISM TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. �'ANDINGANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT YMTH RESPECT TO MUCH THIS �TOICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POI DESCRIBED HEREMI IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND COMMONS OF SUCH POLICIES. AGGREGATE LIMITS SHORN MAY HAVE BEEN REDUCED BY PAID CLAMAS. dtiSR ADO`L RN PAY E PIRA $� TYPE OFIt DATE A X GENERAL. MEM, 02/17/2011 02/17/2012 GENERAL. UABany CMOS NAVE ® OCCUR / / / / PauCYmom L 068602 -00 / / ryGG L AGGREGATE UMR APPLIES PER GlPOLICY ■ ■ LOC AISTOMBILE LIABIJTY ■ ANY AUTO ■ ALL MANED AUTOS ■ S4.EOIREOAUTOS ■ HIRED AUTOS ■ NON -0 AUTOS LETS agra1OCCURRENCE s 1,000,000 "TO RENTED tumor ow ono Palm) PERSOHIU.BADYINJURY GENET:MI-AGGREGATE PRODUGTS - COMPAGO COMBINED STNGLE Huff (Ea widen* $ 100,000 a 5,000 s 1,000,000 $ 2,000,000 s 1,000,000 S 1 / EMILY INJURY w S / BOOBY IN URY i S 1 1 UAOU TY ANY AUTO 1 / 1 / PROPERN DAMAGE (For acciden0 AUTO ONLY -EA ACCIDENT OTHER THAN AUTO ONLY EXCESSLABABRais LIABILITY OCCUR 1 CLAMS MOE EA ACC AGO / / EACH OCCURRENCE SATE S s $ DEDUCTIBLE RETENTION $ / / I / WORKERS COMPENSATOR AND EBIPLDYERS'MALIN ANY PROP? T( /p NE Oyes, destaibe+ader SPECIAL PRO OAS below / / / 1 / / / 1 EL EACH ACCIDENT S a 8 $ a EL DISEASE- EAEIIPLOYEE $ OTHER DESCRIPTIDS1 OFOPEBAT A AINSEDBv Scope of Work: r eta„ ing of windows and Dooms . EL DISFsM - POLICY UMW CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE rd Avenue Miami Shores, Florida 33138 ACORD 25 (2001108) 845025 mows SMOWD ANY OF THE ABOVE DESCRIBED F0LCIES BE CANCELLED MORE 711E EXPIRATION DATE THEREOF. THE Dam mom WU.L ENDEAVOR TO MAIL 10 BAYS WOMEN NOTICE 10 THE CERMWMTE f /0 THE LEFT, 551 MARE TO DO SO SHALL HaPOSE NO °MGM= ORUJARE.t1YOFANY EW WON THE MUSTS ITS AGENTS OR RETSESBflATfWES. AUTHORIZED REPRESENTATIVE ::. �- "•rg eACORDCORPORATION 191111 Pagel *t2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSINGG BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BERMAN, SCOTT FLORIDA WINDOW COMPANY LLC 11360 NW JOG RD PALM BEACH GARDENS FL 33418 Congratulations! With this license you become one of the nearly one milion . Floridiians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to blue restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you batter_ For information about our services, please log onto v.myforidalicense com. - There you can find more information about our dives and the regulations that Impact you, subscribe to department newsletters and leam more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license (850) 487 -1395 STAT of FLORID) ^� •5;if bra L." _'i""""'�' BATCH NUMBER 'At Ai This document is valid only when recited by the Tax Come's Office. FLORIDA WINDOW & DOOR FLORIDA WINDOW & DOOR 11360 N JOG RD #102 PALM BEACH GARDENS, FL 33418 c"II.nIIu1,uIu iihtic STATE OF FL.ORtDA PALM BEACH COUNTY 2010/2011 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201004981 EXPIRES: SEPTEMBER 30, 2099 This receipt does not c onsfilute a franchise, agreement, permission of authority to perform the services or operate the business described herein when a franchise, agreement or other minty commission, state or federal permission of authority is required by county, state of federal taw. • • ••• • • • ••. •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • •• • • •• •• • • •• • •• • • • • • • • • • • • • • • • • ••• ••• �•• •• s• • • • •• • • • Flari Slte Plan eat Fldrida Building Code Online ' Copramunicy. Affairsr Page 1 of 2 117:00A ' BCIS Home 1 Log In 1 User Registration 1 Hot Topics Submit Surcharge 1 Slats & Fads Pub 1 EEC Staff 1 BCIS Site Map 1 wilcs 1 Search MMUNIY PLANNING. HousilvG.d COMMUNITY DEVELOPMENT EMERGENCY MANAGEMENT OFFICE OF THE: SECRETARY Product Approval USER: Public User Product Approval Menu > ProdUCt or Application Search > Application List > AppRudion Detail FL* FL11352 -R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address /Phone /Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209 -8263 bfeeley @eastemmetal.com Authorized Signature Bill Feeley Irod riguez @eastemmetal.com •••• • • • • •••• • • • •••• •• • • • • • Technical Representative • Address /Phone /Email Quality Assurance Representative Address /Phone /Email •••• • • •••• • • •• • • •• • • •• • • • • • •• •• • • • • • •• • • Category Shutters • • • • •••••• • Subcategory Accordion • • • •• •• • • • Compliance Method Evaluation Report from a Florida Registered Architect oi• a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A. TIllit, Jr. developed the Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL11352 R2 COI Dwci No. 10 -069 Certification of Indeoencende.odf Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code • • • •••••• • • • • • • • • • http:// www .floridabuilding.org/pr /pr_app dtl. aspx ?param=wGEVXQwtDgvIL5K15SW1d... 6/19/2011 • • • • F14rida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 11/02/2010 11/03/2010 11/11/2010 12/07/2010 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 11352.1 Bertha HV Accordion Shutter - Blade 3 (HVHZ) Drwg 10-069 Extruded aluminum blades folded together thru knuckles retained by tracks to provide hurricane protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large missile. Max. Span is 13' -0° for 40 p.s.f. negative load for the HV3 blade w/o window blade, 5' -6° for 110 p.s.f. load for I-1V3 blade w/o window blade and 9' -6° for 62 p.s.f. for HV3 blade w/ window blade oHdng in unison. See sheet 5 of installation drawings for other spans and pressures. Maximum span for HV3 blade w/o window blade for Installation into Metal Stud Walls is 84 °, for maximum pressure rating of +72.0, - 72.0 p.s.f. stallation Instructions FL11352 R2 II Drawing No. 10 -069 HVHZ.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11352 R2 AE Dwo No. 10 -069 Product Evaluation Report.pdf Created by Independent Third Party: Yes • • • • • • Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. • • • •• • • •••• • • •••• • • •• • • •••••• • • • • • •••• • • • •• • • •• • • • • • •• •• • • • • • •• • • • Privacy Statement I Coovrlaht Statement I &;cagensi I PWa -in SofLwam I Customer Serves Suwevb QDPKVS •• • Product Approval Accepts: • • • • • 000000 • • • • • • •• • http:// www .floridabuilding.org/pr /pr_app dtl.aspx ?param= wGEVXQwtDgvIL5K15SW1d... 6/19/2011 • • • • / I L ECO IN` TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. CERTIFICATION OF INDEPENDENCE (Rule #9B- 72.110) tilteco@aol.com FL P.E. License No. 44167 FL E.S. License No. 0006719 Evaluation Report*: 10- 1021.01 Date: October 21. 201 Q Product Category: Hurricane Shutters Product Subcategory: Accordions Product Name: Bertha H.V. Accordion Shutter System (H.V. Blade•• • • • w/ or wr /o H.V. Window Blade #3). ' • • . : . • • :' . • •.... .. •• • . • . . ...... Manufacturer Name: American Shutter Systems Association.Jvc. (ASS*} • • • . • •••• • •• Dear Sir (Madam): 4268 Westroads Drive West Palm Beach. Florida 33407 • • •• • • ...... • • • • • • • • • • •• • •. • • • • • • • •• • • • This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. Certificate of independence prepared by Walter A. 11111t, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc (Florida EB- 0006719). ,,,oAilamcfi „p �b� r...LLI � � °folioB17WaA145 -�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871 -1530 - Fax: (305) 871 -1531 • • •. •. • • • • • • • • • ••• • • • • • • • ••• • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • ••• GENERAL NOTESt • • • • • • • • • ��"" • • • • •• •• 1, BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 W/ OR W/0 H.V. WINDOW BLADE 40Wy ON THIS PRODUCT E1♦ F8ATIQN D0:UMENT �'.EA.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING C E.• • • • THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCTrY HURRICANE ZONES. DESI WIND WADS SHALLIBE DETBRMINED ASP HECTW� ,1820 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER BE INSTALLED, Al S R 1 SIREC I0NAOTT FACTO d -0.85, IN ACCORDANCE WITH ASCE 7 -05 STANDARD. DIRECTIONALLY FACTOR Kd =0.85, IN ACCORDANCE WITH ASCE 7-08 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D„ AS Ika:EU, WERE NOT OVER STRESSED, A 3,3 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 11Q/ USED IN THEIR ANALYSIS. A WIND LOAD DURATION FACTOR C5=1.80 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. • BERRTTHA H.Y. ACCORDION SHUTTER SHUTTER SYSTEM WITH H.Y. BLADE #3 W/ OR W/0 H.V, WINDOW BLADE $3 ADES CYeFOR•W1ND•AND I g' L�SS HAS VERIFIED IN ACCORDANCE - 202 & TEAS- 803, URGE 001-08 AS PER PROTOCOLS TAS 201, 202 &120203f LARGE MISSILE AND R 0825.010-10.(49:31:11/1:0 4010 AS PERePROTOCOLS TAS -Z01, TAS • •• • • • • • ••• •• - 1()H.V. BLADE #3 WORKING IN UNISON WITH ® H.V. WINDOW BLADE #3 #082101 -08 AS PER PROTOCOLS TAS -201. TAS 202 & TAS -203, LARGE MISSILE. WITH SECTION 1828 OF THE ABOVE MENTIONED C00E AS PER CAN LAB OF SOUTH FLO IDA REPORTS! • • • • ••• • • • • •• T16U .V BLADE D (� H.V. WINDOW BLADE #3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE 2. BERTHA H.Y. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE SHALL BE #10 X 2 3/4 ". BERTHA H.V. ACCORDION PINS USED AT HV CENTERMATE SHALL BE 414 X 2 3/4". BERTHA H.V. ACCORDION PINS USED AT HY DIRECT MOUNT SHALL SE #14 X 1 3/4 °, 410 -HT MINIMUM SERIES STAINLESS 510EL SCREWS WITH 135.0 KSI YIELD STRENGTH AND 180 KSI TENSILE STRENGTH. PINS 5HALL BE COATED WITH BERTHA HV DACROSHIELD ®COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8083 -18 ALLOY AND TEMPER, WITH FY 29.8 kal MINIMUM (UNLESS OTHERWISE NOTED), 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31Q AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF TH0 FLORIDA BUILDING CODE 2007 WITH 50 kat YIELD STRENGTH AND 90 kal TENSILE STRENGTH. 5. BOLTS TO BE ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. 8. SEE SHEETS 8 & B FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #8779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5458179 ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBIU1Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT 000E3 WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT NTH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LACKS. 10, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEUNO TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 5/ OR 5/0 H.V. WINDOW BLADE #3 INSTAUA11ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPTJED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE /SHE DOES NOT OVATE FROM THE CONDTIONS DETAILED ON 714(5 DOCUMENT. CONSTRUCTION SAFETY AT STE LS THE CONTRACTOR'S ROSPONSIBLUTY. (o) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 114E ENGINEER OF RECORD (0.0.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P,E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL 5U9M111 TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �,Ifoa @p@t. ear°°'1 N Till% 4 FP lk`C.... j ✓q " ®' �p.44167 Yaf °'!Q@�S$IONa , P.E. SEAL% %WIRE /DATE TABLE OF CONTENTS AIWA 1: HV BLADES (1) & GENERAL NOTES. SYSTEM COMPONENTS. 1 -21 SYSTEM COMPONENTS & TYPICAL SHUTTER ASSEMBLY. 21 -33A SHEET 1 SHEET 2 SHEET 3 AREA 2: HY BLADE (i) AND HV WINDOW BLADE ( ,(WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 MAXIMUM SPAN TABLES. 5140ET 5 ANCHOR SCHEDULE - CONCRETE SHEET 8 ANCHOR SCHEDULE- CONCRETE & BLOCK. SHEET 7 ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1 -6 - CONCRETE & BLOCK SHEET 9 INSTALLATION DETAILS 7 -9 - CONCRETE & METAL STUD SHEET 10 INST. DETAILS 5/ HV CENTERMATES IC' & SHEET 11 INST. DETAILS W/ HV "T° LOCK 0' a" & CO SHEET 92 MST. DETAILS VI/ HD CENTERMATES & SHEET 12 END CONNECTION DETAILS 1- 6- CONCRETE & BLOCK SHEET 13 INSTALLATION DETAILS 1W -BIN -WOOD SHEET 14 INSTALLATION DETAILS 7W-10W -W000 SHEET 18 END CONNECTION DETAILS 1 -8 -5000 SHEET 16 AREA 3: HV WINDOW BLADE ea ONLY TYPICAL WM100W BLADE & MOW DETAIL SHEET 17 TYPICAL SHUTTER ELEVATION SHEET 18 F.B.C.(Nigh Velocity Hurricane Zone) /1itIiZ'INC.\ TIWT TESTING & ENGINEERING COMPANY 8335 N.W. 385,. 54.. 114, 305. NRCIWA 091900+3. 41.934 33138 Phone : (306)871 -1530 . Few : (305)871 -1931 e—rna4 Wtheo.aa.oan E8- 0008719 WALTER A TILT Jr. P.& MORITJA Lia, a 04187 AIIS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA HV'm Accordion Shutter System H.V. BADE d13 W/ OR W/0 H.V. WIDOW MADE fp3 REV. Re OHBCWPTHON OATH DRAWN BY: M.C.V. a 3 4 DATE: 10/05/10 DRAWING No 10 -069 SM8ET 1 OF 8 297' 0.348° • • ••• • • • • • • • • • • • • • • • • • • • • • • • •. • • • • ••• • • •• •• • • • • • • • • • ••• • • • • • • • • • • ••. 0.1 0.334 p HV BLADE 83 51 1A HV WINDOW BLADE 83 • a SEE OMIT 10NS OF USE FOR BLADE aj ON SHEET 18 3.596' 2.228" .594" • • •• • • • • • • • • • • • • 1.512° •• o•• 520" HV HEADER QUALIFIED FOR US W/ HV BLADES 1p ,� �o11 072' .072 3.226' QHV ADJ. FLOOR TRACK UALIFIED FOR USE_ HV BLADES 0 ,� 13 HV CENTERMATE AUFIED FOR US W/ HV BLADES (:),(6 Leo4. 2-074' RJ 1.786° 8.334° (0.0.) 18 HV MALE "T" LOCK CENTERMATE QUALIFIED FOR U E W/ HV BLADE ()1 3.352" 1.522 4' HV.ADJ. ADAPTER WI UP O QUAUFIED FOR...ALW/ HV BLADES 1 QBB •• • • • • fk• • • • • • ',Vita • • • • sFO16(316M►1 ' • • • • • • Bi4DE8 1 • • • 436 HV WALK -OVER TRACK QUAUFIED FOR UE W/ S HV BLADE 1 A.45 R0,) 14 HV FLOATING CENTERMATE QUAUFIEO FOR JJSLW/ HV BLADES 1 45" 0d --rte ra0 .753' 0.78°,1.9810.000' 114. 304 ALE 5.9. FIAT 8AR 893 04 HV HEADERISILL QUAUFIED FOR S W/ HV BLADES (j1 ,� t F 1.491" L ,.919' ",, HV DIRECT MOU _ __x� B QUAUFIED FOR)SE„W/ HV 10 p0A t�°°NFQ° RTARTER BLADES 1 VUALIFIED FORQJSFyw/ Hv BLADES 1 Q� zd =PRIM 9P�aR =roam 1wLIeT1/&& Pare (2) 1/4"9 -20 HOLM FOR . i 00.9180 1.940" .318" 440 (1) 5&/ I MCA= 1058 (IW) /N 5 8/ 1EfA/8ero 15 S.S. SALT WATER LOCK QUALIFIED FOR U1E W/ HV BLADE W .868' HV FEMALE "T' LOCK CENTERMATE QUALIFIED FOR LIE W/ HV BLADE (1) n c. P FOR "r .r,v I , .- 4 1 FZOR \C5 . '� . e'S'S' p� P.E. S lt¢it,s NATtiR /DATE i--- 2,750 ° --J FRONT ELEVATION OCK C TE MA 11. 0 Y 2" 0.125° 3' 0.090° 11 CORNER POSTS QUALIFIED FOR,�F,,W/ HV BLADES AB 16 H.V. LOCK QUALIFIED FORdS�W/ HV BLADES 1 Oa1 HV "T' LOCK D FIED FOR U3E W/ HV BLADE (1) 5.000' w2. 0 ALUMINUM ANGLE QUALIFIED FOR U_ZE W/ HV BLADE 1 Y 1" 0.082' 1• 2° 0.082' 2° 2' 0.092° 2° 3' 0.082° 2" 4" 0.082' 2" 5" 0.082° SIDE ANGLES ED FOR US W/ HV BLADES 1Q ,l 17 H.V. EGRESS LOCK QUALIFIED FOR US W/ HV BLADES 11) AB COMPONENTS 6063 -T6 ALLOY AND TEMPER SCALE 3/8 "m1" F.B.C.(High Velocity Hurricane Zone) IL ECO. INC . TILLIT TESTING & ENGINEERING COMPANY 8386 N.W. 388,. 8L, Ste. 300. 831024* 0050&73, FLORIDA 33189 Piton : (305)871 -1530 . Fax : (308)871 -1531 9 -man, tftss osl.wm 60- 0005719 WALTER A. i1LUT Jr. P.& FLORIDA LW. 9 44187 A.S•S.A. - American Shutter Systems Assoctatlon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 0 2010 EASTERN METAL SUPPLY, INC. BERTHA HVTM' Accordion Shutter System KV. 8.40E #3 W/ OR W/O )W. WINDOW MADE M. M, 0397RIP110N DAIS DRAWN 8Y, 8.0.Y. .2 4 DATE 10 /05 /10 DRAWING No 10 -069 SHEET 2 OF 18 .1 .375.309° 0 HD CENTERMATE 10 HD CENTERMATE 24 HD CENTERMATE'8 WI LOCKING ROD W1 NO LOCKING ROD INSERT, QUALIFIED FOR USE W/ HV QUALIFIED FOR U .IE W/ HV QUAUFIEDB ORREUE W/ HV BLADE W BLADE • • ••. • • • •.. •. •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••. • • • • • ••• • • • • • • 12" MIN Zg 12" LOCKING ROD FIED FOR U.EW /HV BLADE U) *1/2° 1/4'0 0 HV 114" 0 -20 AISI 304 SERIES 8.S. THUMBSCREWS QUALIFIED FOR UJE W/ HV BLADE 1 4 ID is ►.,. B• MIN, (l 8" LOCKING ROD UAUFIED FOR U ,AE W/ HV BLADE 1 Iti. .378'0 HV318"f- 18ACETAL THUMBSCREWS QUAUFIED FOR UE W/ HV BLADE 1 COMPONENTS (CONTINUED) 6063 —T6 ALLOY AND TEMPER SCALE 3/8 °e0" • • • •• •• • • • • • • TMUMBTURR • • KEYNDCYUNDOER • • • 1A4 °MAX. SEPARATION FROM TRACK 2 3/4" • • -1 .125' 44. . 74v. • �I LJ • n. O HD LOCK BY REGENTBHARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR U E W/ HV BLADE( • .125 .37 THUMBTURN OR KEY ND ER IOUTI lawr,w /4" .160" 0, ��� .. TICC /rte . N3F' �y No. 44167 ` P.E. SE031GIt'AThRE /DATE HV BLADE ,3 AND HV WINDOW BLADE 3 [o] HY BLADE (I3 ra HV WINDOW BLADE #3 [^] FN LONG RECESSED NYLON BUSHING n�� l`J HV SHORT RECESSED NYLON BUSHOLO HV NYLON HAT WASHER ® HV WHEEL OARR(00 AS 302 -303 SERIES 0.670 "4/18" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RNLi9 ® H.Y. r 14 8 1 3 4 ACCOIOION M.Y. DIRECT MOUNT PIN W/ 116 HEAD * 0 H.V. 14 x 2 3 4 ACCORDION H.V. ® CENTERMATE PIN W ;.8 HEAD * .7 TYPICAL SHUTTER ASSEMBLY SCALE 1/4' - 1° WHEEL CAQRIAGE DETAIL, N.TA EXTERIOR 0 * HV PIN REOUIREM )ITS FORCb HV BLADE #3 & HV WINDOW BLADE 04. (1) HV PIN IOJ SHALL ALWAYS BE USED AT ALL EXTERIOR AND INTERIOR TOP AND BOTTOM UCKLES OF HV ACCORDION SYSTEM VOW BLADE 83 & 8 HV WINDOW BLADE e3, (2) HV P1N 6W/ 1/2" 0.D. 1/15" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT I ALLATION PER DETAIL X, SHEETS 13 & 18. (3) HV PIN SHALL ALWAYS BE USED AT FIN., H.V. T" LOCK AND H.D. CENTERMATES. I� III 1# 111 A$SEMBLY LAYOUT N.T.S. • SEE U ATIONS OF USE FOR BLADE LS ON SHEET 15. OUT F.B.C.(Righ Velocity Hurricane Zone) IT O ANC. 11UJT TESTING & ENGINEERING COMPANY 8388 N.W. JBM. SL SL. E03. YR•I14A GARDENS. FLOR=A 33180 Mona : (3081871-1530 . Fox : (305)871 -1531 rmxl: tltxao0WeLaaN ES- 0008719 WALTER A TIN Jr. P.E. FLORIDA Ua 8 44187 ANSNSNA■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2010 EASTERN METAL SUPPLY, INC. BERTHA NV's Accordion Shutter System HY. UDE #3 W/ DR W/O H.V. WINDOW BLADE #3 REV. No 08SCBIP1505 DATE DRAWN BY: M.C.V. 1 2 3 4 DATE; to /o3 /io DRAWING No 10 -069 SHEET 3 OF 18 • • ••• •• •• • • • • • • • • • • • • • • • • •. • • • • ••• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• 4.. ▪ • • • • • ! ■` • SH x' SPAN (SEE SCHEDULE ON SHEET 5 SEE ENO CONNECTION DETAILS ON SHEETS 10, 13 & 18 TIP. FULL HEIGHT. III • V ;E..,.�•,� + ®QRO +O• � O 1/2 OF SHUTTER SPAN FOR INSTALLATIONS W/ (1) HY OR HD LOCKS OR MAY BE INSTALLED 12" ABOVE OR BELOW MIDSPAN OF SN y. •• • • • • gyp• ® «b•b' • ' • • • :NOTES ON HV. HV "T" AND H LOCKS AND CENTERMATES: •• ••• ••• VALID ONLY FOR INSTALLATIONS W/ HV ® BLADE. • • • • • • • ••• • • • • • ••• • Co Co CO f> 0 Yr sro r,* Z' eboRD,00„,a RIP C 8�' oROOR 8+0GR g t OF CENTERMATES UNUMITED WIDTH J TYPICAL U H.V. BLADE #3 SHUTTER ELEVATION N.T.S, SEE UMJIATIONS OF USE FOR BLADE ..N ON SHEET 18. i APPLICATION W/ HV LOCKS AND ¢ENTERMATES: • 1. WillpONY CONDITION /1t ONE Hv LOCK or ® or © SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY VAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 188 °, D FOR INSTALLATIONS AT ANY CLhVAT10N EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK I[ or ® or 0 MAY BE USED AS AN INSIDE OR • LOCK SHALL BE AS INDICATED ON TYPIGL 9iJTtER ELEVATION. USE OF LOCKN0 RODS 012/ ® O S COMPLETELY OPTION*. 2. IL • , x 31 , 1,1 . _ I,• „1, !AE. w _ ,. !•-• ONE HV LOCK ® or CO or Q SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 188° AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK ® or ® or ko MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® CENTERMATES W/ (2) 1/4” -20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ ® OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. 3. LOC°471A1,-In MAY BE tF USED RAS AN R145108kOR OUTSIDE LOCK. CONNECTION OF LOCKS TO UP CENTERMATES ORR SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCH OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. * APPLICATION W/ HV "T" LOCKS AND CENTERMATES;, 1. =se AL/8RNM! TO L•:... COMMON art VAUD EMT roe to; "111 1005 CEN1@9IAT!S ®! AND j t ONE ALTERNATE Hv "T° LOCK 31 Y BE INSTALLED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE MAY BE USED AS AN WS1DE OR OUTSIDE LOCK. ATTACHMENT OF LOCK LB INCLUDES USING "J' CUP 1T , AS SHOWN ON SECTION 18, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4" 0 -20x1' S.S.M.S. INTO A I/4°4 x 8/8° RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12° MAXIMUM ABOVE AND BELOW MIDSPAN. USE . OF TWO LOCKING RODS ® or tIBL, TOP AND BOTTOM IS MANDATORY. * APPLICATION W/ HD LOCKS & CENTERMATES: 1. 88189 1E m MANDATORY co MTON b 1 V•LJD FOR ND Lodi ® W/ /2) NO CEN1FRWATED ® OR ) OR Li + W/ ONE ALNATE D LOCK ® MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS �ATn ANY ELEVATION. ALTERNATE HD LOCK %D MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 0 T Le IS W/ (3) #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTION 18, SHEET 12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12° MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS r or0E0IS COMPLETELY OPTIONAL F.B.C.(High Velocity Hurricane Zone) 111_4/i, • . No, 44161 -. FF . -cG!�tu2. -' P.E. SEAL/SIGNATURE /DATE IL ECO1NO.` TILUT TESTING & ENGINEERINO COMPANY 8380 N.W. 381h. S6, Ste. 308, SOMA 4801013, FLORIDA 33188 Phone : (308)871 -t830 . Fax : (308)871 -1831 e■mael t8t Leem OS-0005719 WALTER A 11WT Jr. P.E. FLORIDA Ua } 44187 AfS.S1IIA. American Shutter Systems Assoolatlen1 Inc. 4268 Westroods Drive West Palm Beach, FL 33407 fG 2010 EASTERN METAL SUPPLY, INC. (BERTHA imnri Accordion Shutter System KV. BLADE #3 W/ OR W/O FLY. WNDOW BLADE i 1161. ter C8$CRIPTICN CATS DRAWN BY: M.O.V. i 2 3 0*181 10/08/10 DRAWING No 10-069 SHEET 4 OF 18 MAXIMUM SHUTTER SPAN "L +" OR "L — "* (ft.) FOR INSTALLATIONS W/ © HV BLADE. A MANMUM PRESBURH Gee (+ a) - POURED CONCRETE, CONCRETE MOCK AND WOOD INSTALLATIONS - WALL MOUNTING FLOOR/ 611ND MIN. SEPARATION TO GLASS VIM LIT) VIM LIFT') mums g4M1®WTS 40 12'• 7° 13'. 0° 12'- 7° 13'• 0' 33/4" 4318' 45 12'- 8" 12'• 8" 12'- 8° 12'• 8" 3314' 43(8' 80 12'- 2" 12'- 3" 12'- 2° 12'- 3' 33/4° 4318° 85 12'- 1° 12'• 1" 12'- 1' 12'• 1° 99/4' 43/8° 80 11 '. 2' 11'- 2" 11'- 2° 11'. 2' 33(1" 4318° . 55 8'• 3° 9'• 3° 5'- 9" 9'• 3* 33(4" 4918" 70 8'• 10° 8'- 10" 8'- 10" 8'- 10° 27/8" 4118° 78 8'- 3° 8'- 3° 8'- 3° 8'• 3° 27/8" 41/8" 80 7'• 9" 7'- 9" 7'. 9° 7'. 9' 2718° 4118" 88 7'- 3° 7'- 3" 9'- 3" 7'- 3" 27/8' 41/8' 90 8'- 0' 8'- 0" 5'• 0' 8'• 0° 27/8" 41/8° 55 8'- 11" 8'• 11° 8'- 11' 8'• 11° 27/8' 41/2" 100 5'. 5* 5'- 8" 5'• 9* 5'• 9° 27(8' 41/8' 108 5'- 7" 8'- 7' 5'- 7' 8'- 7° 27/8° 41/8° 110 • 8'• 8" 8'• 8° 8'- B" 8'- 8° 3 2314' 45 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L +" OR °L –" AND MAXIMUM PRESSURE RATING FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS; 1– CONNECTIONS TO PLYWOOD LIMITED TO t62 p.5.f, AND B' -0" SPAN, SEE SECTION 5W ON SHEET 14, 2– CONNECTIONS TO HOLLOW CEILING LIMITED TO *02 p.a.f. AND 8' -8° SPAN, SEE SECTION 2W ON SHEET 14. • • ••• •• •• • • • • - • • • • • • • • • •• • • • • • • • • ••• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••- •• • • • • • • • • •• • • • • • • • •• • • •. • • • MAXIMUM SFIU?TEV SPAN "L + "• OR "L — "* (ff.) - FOR INSTALLATIONS W/ CD HV BLADE. A •• PA•BIIUM PReseaRE M 51. a-) • • . • • • • • 7� 'tE 4 �tUD BZBTAl4ATl0N8 • : • NyLLMOt2fnFl• P • IFNNDN1/1e MIN. SEPARATION TO GLASS • L' L•('t) L'(PT) L'(Ff 49030.8 R.00191AT2 72 7'• 0' 7'- 0" - - 23/4" 4118" . SEE SECTION ®ON SHEET 10. MAXIMUM SHUTTER SPAN "L +" QR "L — "* (ft.) FOR INSTALLATIONS W/ Q1 & ® HV BLADES. A MFXIMUM .PRESSURE RA Olt , (* o1) POURED COMMA CONCRETE BLOCK AND WOOD INSTALLATIONS WALL MOUNTING FLOOR/CH UNG WORM MIN. SEPARATION TO GLASS L T) L (PT) L'(PT) L (PT) I08WS19.8 r�LC" Are 82 8'- 8° 9'• 8" 5'- B' 9'- 8" 312° 33(8' SEE U ATIONS OF USE FOR BLADE ON SHEET 18. *SIM (1) L-: SPAN LO L-: ALLOWABLE SPAN FOR MIME DOW LOAD (2) PROCEDURE 70 85181WME MAXIMUM SPAN FOR WALL MOUNTIE05 OOP/BOTTOM) OR OVEN A P0811NE 06816N LOAD, DETERMINE MAXIMUM SPAN R+• FROM SCHEDULES. MIN A NEGATIVE 00590 LOD. DETIM MH MAXIMUM SPAN "L-' FROM 8N.i9OULF& FOAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE OEM DETERMTNED SPAN scram 1,0 AND 9.-". (3) PROCEDURE W DETERMINE MAOMUN SPAN FOR COMBINATIONS M T. BETWEEN WALL FOR A OVEN POSITIVE DESIGN LOAD: DETERMINE: 1.7 +.• MAX. SPAN FOR WALL MG INSTALLATIONS. LA+a MAX SPAN FOR F OOR/C 05MO MOWN* INSTALLATIONS. FOR A GVEN NEGATIVE D S10N LOAD: DETER/ARTEI 4. LI-. MAX SPAN FOR WALL MOLBRMO INSTALLATIONS. L4-+ MAX. SPAN FOR FL00R/CHRM3 MOUNTING INSTNUATIONS. FINAL MOWN/ At1DWABE SPAN O EQUAL TO Ti& 10014uM ENRON 9.1 +'. 9.1 -' AND 9a-' (4) GO TO ANCHOR SCHEDULE (SHEET 8 • 7 FOR 005CRETE AND BLOCK. MEET 8 FOR WOOD AND smear 10 FOR METAL STUDS) WRH FOAL MN8MUM ALLOWABLE SPAN AND NEGATIVE DESCH LOAD 70 DETERMINE ROOM ANCHOR PACING. (8) MINIMUM RFAR OF CNLES H R REAR OF L0� TES AS( APPLICABLE) TO GLASS. 6 BiSTALLATION LEGEND APPLICABLE FOR (1) NV AND NV BLADES: uBSTRATESCONCRETE MOUNTING & MASONRY METAL STUD WOOD WALL 1, 2, 3, 4 & 5 9 1W, 3W, 4W 7W, 9W & IOW FLOOR / CEILNG 6, 7 & 8 - -- 2W, 3W, 6W & 8W F.B.C. (High Velocity Hurricane Zone) TILUT TESTING & ENGINEERING COMPANY 8396 N.W. $N. 84., SW. 303, MRONTA GARDENS, ROMA 33186 PAOm : (306)871 -1530 . Fax : (308)871 -1831 (4-845@ IBtaao•80Laom ES- 0008715 WALTER A TAUT Jr. P.E. FLORIDA LW. ® 44157 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2010 EASTERN METAL SUPPLY, INC BERTHA tar Accordion Shutter System HV. RAIX #3W /OR W /0HN.IMNDOW18.DE#3 REV. No DESCRIPTION GATE DRAWN 57: M.C.Y. a 3 4 DATE: 10/05/40 DRAWING No 10-069 SHEET 5 OF 18 • • ••• •• •• • • 8 • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• •StECIFTCAANS O�j��1�44NCHOR REOUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRAj 1. �ICHSts TO 044A4 BE AS PO3OLV9: E 4 - 1/ 4 " 4' e T Z. T441 T W/ ADVANCED OH 1 TECHNOLOGY. O' AS MIS SCREW BOLT I.T.W. SN411' MFA Fs . 3 o 4 • T /4 "e x 4 SE1' ANCHORS AS WSPR6iJ1ED BY ALT. PgMS BREW. COLT & BPEaP1.TY MANY. (14n, Ao . 9 Iai). - 1/470 BLUE TAP CONCRETE ANCHORS WITH CAP, AS MANUFACTURED 81' FLORIDA FASTENERS DIRECT, INC. (MM. ro . 2 Mai). - 1/4 "0 TAPPER+ ANCHORS AS MANUFACTURED BY MYERS FASTCt4pS, INC. (@IA. ro . 3 4•I), AND DISTPoB400 BY ALL POINTS SCREW, BAT & SPECIALTY 001•ANT OR ANY DINER APPROVED U ENSED OR AUTHORIZED VENDOR REGISTERED W/ THE AMMAN SHUTTER MOM ASSOCIATION, INC. T. • • • • • •H) *849UM EAMIAMINTO POURED CONCRETE OF TAPCON OR TAPCON W/ ADVANCED T1e0ADFO.4 TECHNOLOGY AND TAPPER+ ANCHORS IS 1 3/4 °, AND 1 1/2' FOR sus TaiuRN CAP • •AO) 44II4UM EMBE01,6NT OF 1/4 "e x 3/4" ALL Po9T9 sOUD -SET ANCHORS SHALL BE 7/8' INTO TINE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE IPe:S11'Ei 4 l9' 04e0AS.s. MACHINE SCREW USED SHAD. BE 1 T/2' LOA 8144639 SHOULD STUCCO oar, AND 1' 141100024 FOR WALLS WITH NO STUCCO. A.3) W 03E THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVETS OR ANY VENEER SE POUND ON THE oasis* WALL OR FLOOR, ANCHORS 811.1. SE LONG ENOUGH TO REACH THE MAIN STIEMTURE EMEND SAD WILL FINISHES. ANCHOPADE STALL. BE AS ADORNED ON NOTES AT & 42) MOVE. FOR INSTALLATIONS ON VINYL SIDING WITH OR WITHOUT METAL STUDS OR EFS MT1H WOOD SIDS CONSULT 1648 ENENEER. FOR INSTALLATIONS INTO WITH METAL runs SEE SHEET 10. (B) TO DOSING arm 0-80 CONCRETE MOCK WALU - 1/4'0 TAPCON OR TAPCON W/ ADVANCED IHREADFCRM TECHNOLOGY ANCHORS. AS MANUFACTURED BY 1.7.W. B asa. 1/4'0 4 3/4' ALL POINTS SOLID-SET ANCHORS As DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY Da6'ANY, - 1/4 °0 BLUE TAP CONCRETE ANCHORS WITH CAP, AS MANUFACTURED St FLORIDA FASTENERS DIRECT, S,C. - 1/4'O TAPPER+ ANCHORS AS MANUFACNREO BY POWERS FASTENERS, INC.. AND DISTRIBUTED St ALL PONTS WREN, BOLT & SPECIALTY MAW OR ANY OTHER APP9PNEO U0044EO OR AUTHORIZED VENDOR REGISTERED W/ THE *14060AN SHUTTER SYSTEM ASSOCIATION, INC. NOTES: 8.1) 1919404 EMBEDMENT INTO CONCRETE BLOCI( OF TAPCON ANCHOR IS 1 1/4' AND 1" FOR TAPCON W/ ADVANCED T06.40889'memos ANCHOR AND 1 1/4" FOR TAPPER+ AND BIDE TAP WITH CAP ANCHORS. 82) MINIMUM @MEDAIEN1 OF 1/4'0 x 3/4' ALL POIN19 SOLID -851 ANCHORS SHALL BE ENTIRELY EJSMDED INTO THE CONCRETE BLOCH. NO EMBEDAMNT INTO STUCCO SHALL BE PRIMED. 1/4' 0-20 ES. MACWNE SCKW USED SWILL BE 1 1/2" LONG MUM M SHOULD STUCCO DIST. AND 1" MINIMUM FOR WADS WITH ND STUCCO. &3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHHPL. BE LONG ENOUGH TO REACH THE SINN STRUCTURE BEHIND SAID WALL. FINISHES. ANCHOR/10E SHALT. 85 AS INDICATED ON NOTES 8.1) & 8.2) NOME, FOR INSTAUATOS ON WNW. SIDING WITH OR WITHOUT METAL ENDS OR EWE was WOOD STUDS CONSULT THIS MANOR. FOR INSTALLATIONS INTO EFS WITH METAL. STUDS SEE SHEET 10. (0) *moss SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER (0) SE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPAONq RELATIONSHIP FOR ANCHORS. AGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCNORS4 MA1544U14 ANCHOR SPACINGS ARE VALE FOR EDGE DISTANCES INDICATED MCC FOR E. D. HESS TNPN THE INDICATED, REDUCE ANCHOR SPA0I40 BY MULTIPLYING SPACING SHOWN ON SOMME BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 8E LESS THAN 89104139 SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL EDGE D(CTM4CE E.D. FACTOR TAPCON TAPCON WITI4 ADVANCED TH TECHNOLOGY ALL POINTS SCUD SET BLUE TAP WIN CAP TAPPER + MIN. SPACING MIN. SPACING . 3' MIN. SPACING . 3' 34 POURED CON CONCRETE IBS • 3• • & POUTED CONCRETE CO1GRETE BLOT( MN EA-3 1/2' MN E0. "2 1/2' MIN. SPACING - 3 1/2' PCURE0 CONCRETE & CONCRETE 104. D. • 3�K MIN. SPACONO . 3' 3 3/4' 4' 0.00 1.0 a CONCRETE CONCREEIE & MN, F,Q. • Y POURED CO/CRECE COWES Te 0.84 1.0 2 1/2" -0.81 1.0 047 2' 1 3/4" 0.11 0.01 0.81 1.0 0.43 1 1/2" 0,35 0.35 l9 HV BLADE #3 OR C7 HV BLADE #3 W/ HV W1NDOW BLADE WORK NG IN UNISON* F.B.C. (Rig h Velocity Hurricane Zone) • SEE UMITATONS USE FOR BLADE A ON SHEET 18. No, 44167-___ ... P.E. SEALj`S1GNATO E/DATE IL ECOINC. TILUT TESTING & ENGINEERING COMPANY 0543 N.W. 3811. S., 84. 381, 1ROMA GARDENS. PLOROI 3315 Phone : (388)871 -1830 . Fax : (305)871 -1831 a-r11 41. Mboo•ool.00m EB- 0008718 WALTER A TILT Jr. P.E FLORIDA Lla. 9 44187 A.S.S.A. American Shutter Systems Association, Inc. 4208 Westroads Drive West Palm Beach, FL. 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA HVN Accordion Shutter System H.V. GLADE #3 W/ OR W/0 H.Y. WHCON 8. X43 NEV. 1b =RIFT= DATE DRAWN BY: M.O.V. 2 DATE: 10/85 /TD DRAWING No 10 -069 SH OF 18 ANCHOR • SPACING art.) SCHEDULE FOR A 0 r +�I +' • • • • • • • • • i ,MAXIMUM ".... • A.1. L T -111 •�l 'L• h• : :7..-••.•.e • Ili. ^. LI -: CONCRETE OR CONCRETE BLOCK INSTALLATIONS • • • • (SEE MOUNTINGS 1, 2, 3, 4� &RE5ON SHEET 9) POURED Kama U & (.3) WALL W/( MOUNTINGS &© NTl (g) & (4) W tdOU NO W /© +® Q) WALL SILL MOUNTING • ®(3 W / * ^ . MORN /ECM LOAD ba) o1oG1 lam LOAD DO GM: WIN LCD ar • • • 30 40 50 80 70 8090 100 110 30 40 50 80 70 80 90 100 110 30 40 90 80 76 88 98 180 a•d - AO - 9 9 9 8 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 err 3'-a• - - - - - - - - - - - - - - - - - - - - 09 LESS-9 99 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 9 9 99 9 9 9 9 8 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 0 9 9 9 9 9 8 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 8 8 0 9 9 9 9 9 9 - - - - - - - - - - - - - - - - - 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 9 8 9 9 9 9 9 0 9 9 9 9 7 4 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - - - - - - - - - - - - - - 9 9 9 9 9 8 bd 4.3 3.0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.8 7 5.8 0 9 9 9 8 9 0 8 9 , 9 9 9 9 9 9 9 9 9 8' -0' 9 9 9 9 9 as 9.8 6 - 8 9 9 9 9 9 9 9 - 9 9 8 9 9 99 9 - - - - - - - - - - - - - - - - - - - - - - - - - 9 9 9 9 8.5 4.5 4 3 - 9 9 9 P 8 9 0 9 - 9 9 9 9 9 9 9 9 - 9 8 9 9 9 7 a 5.5 4.3 - 9 9 9 9 9 9 9 9 - 9 9 8 9 9 9 9 0 - 9 9 9 9 8 8 4 . 8 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 -- 9 9 9 8 . 3 4.5 3,3 3 . 5 - - 8 9 9 9 9 9 9 - - 8 9 9 9 9 8 9 - - 9 9 9 9 7 !L8 4 - - 9 9 9 9 9 9 9 -- 9 9 8 9 9 9 9 - - 9 9 9 &5 8 4.5 - - - 9 9 9 9 9 9 - - -9 9 9 9 9 9 - - - 9 9 8 4.5 3.8 - - - - 9 0 9 8 9 9 - - - 9 9 a 9 8 8 - - - 9 9 9 7 . 8 5.5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - 9,_0• 9 9 9 6.8 45 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 9 89 3.5 - - - - - 9 9 9 9 9 - - - - 9 9 - 9 9 8.3 3.8 4 - - - - 9 9 9 9 9 - - - 9 9 P 9 9 - - - - 1 0 ' - 0 ' 997.554 - ^ - ^ 0 9 9 9 9 - - - - 8 9 9 0 9 - - - - - - - - - - - - - - - - - - - ^ - - - ^ 9 8 45 3 - - - - - 9 9 9 8 8 - - - - 9 9 9 9 9 - - - - 9 9 7 4.8 - - - - - 9 9 9 9 9 - - - - 9 9 9,9 9 - - - - 11'-0' 9 9 8 4.8 3.5 - - - - 9 9 0 9 9 -- - - 9 9 9 9 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 8 3.3 - - - - - - 9 9 9 9 9 - - - ^ 9 9 9 9 9 - - - - 9 9 8.5 4 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - - 12'-0 9 8.8 8 3.5 - - - - - 0 9 9 9 - - - - - 9 9 9 9 - - - 9 4.8 3 - - - - - - 9 9 9 • 9 - - - - - 8 9 9 8 - - ^ - 9 48 4.5 - - - - - - 9 9 9 9 - - - - -- 9 9 9 9 - - - - 9 8 - - - - - - - 0 B - - - - - - - 9 8 - - - - - - - •StECIFTCAANS O�j��1�44NCHOR REOUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRAj 1. �ICHSts TO 044A4 BE AS PO3OLV9: E 4 - 1/ 4 " 4' e T Z. T441 T W/ ADVANCED OH 1 TECHNOLOGY. O' AS MIS SCREW BOLT I.T.W. SN411' MFA Fs . 3 o 4 • T /4 "e x 4 SE1' ANCHORS AS WSPR6iJ1ED BY ALT. PgMS BREW. COLT & BPEaP1.TY MANY. (14n, Ao . 9 Iai). - 1/470 BLUE TAP CONCRETE ANCHORS WITH CAP, AS MANUFACTURED 81' FLORIDA FASTENERS DIRECT, INC. (MM. ro . 2 Mai). - 1/4 "0 TAPPER+ ANCHORS AS MANUFACTURED BY MYERS FASTCt4pS, INC. (@IA. ro . 3 4•I), AND DISTPoB400 BY ALL POINTS SCREW, BAT & SPECIALTY 001•ANT OR ANY DINER APPROVED U ENSED OR AUTHORIZED VENDOR REGISTERED W/ THE AMMAN SHUTTER MOM ASSOCIATION, INC. T. • • • • • •H) *849UM EAMIAMINTO POURED CONCRETE OF TAPCON OR TAPCON W/ ADVANCED T1e0ADFO.4 TECHNOLOGY AND TAPPER+ ANCHORS IS 1 3/4 °, AND 1 1/2' FOR sus TaiuRN CAP • •AO) 44II4UM EMBE01,6NT OF 1/4 "e x 3/4" ALL Po9T9 sOUD -SET ANCHORS SHALL BE 7/8' INTO TINE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE IPe:S11'Ei 4 l9' 04e0AS.s. MACHINE SCREW USED SHAD. BE 1 T/2' LOA 8144639 SHOULD STUCCO oar, AND 1' 141100024 FOR WALLS WITH NO STUCCO. A.3) W 03E THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVETS OR ANY VENEER SE POUND ON THE oasis* WALL OR FLOOR, ANCHORS 811.1. SE LONG ENOUGH TO REACH THE MAIN STIEMTURE EMEND SAD WILL FINISHES. ANCHOPADE STALL. BE AS ADORNED ON NOTES AT & 42) MOVE. FOR INSTALLATIONS ON VINYL SIDING WITH OR WITHOUT METAL STUDS OR EFS MT1H WOOD SIDS CONSULT 1648 ENENEER. FOR INSTALLATIONS INTO WITH METAL runs SEE SHEET 10. (B) TO DOSING arm 0-80 CONCRETE MOCK WALU - 1/4'0 TAPCON OR TAPCON W/ ADVANCED IHREADFCRM TECHNOLOGY ANCHORS. AS MANUFACTURED BY 1.7.W. B asa. 1/4'0 4 3/4' ALL POINTS SOLID-SET ANCHORS As DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY Da6'ANY, - 1/4 °0 BLUE TAP CONCRETE ANCHORS WITH CAP, AS MANUFACTURED St FLORIDA FASTENERS DIRECT, S,C. - 1/4'O TAPPER+ ANCHORS AS MANUFACNREO BY POWERS FASTENERS, INC.. AND DISTRIBUTED St ALL PONTS WREN, BOLT & SPECIALTY MAW OR ANY OTHER APP9PNEO U0044EO OR AUTHORIZED VENDOR REGISTERED W/ THE *14060AN SHUTTER SYSTEM ASSOCIATION, INC. NOTES: 8.1) 1919404 EMBEDMENT INTO CONCRETE BLOCI( OF TAPCON ANCHOR IS 1 1/4' AND 1" FOR TAPCON W/ ADVANCED T06.40889'memos ANCHOR AND 1 1/4" FOR TAPPER+ AND BIDE TAP WITH CAP ANCHORS. 82) MINIMUM @MEDAIEN1 OF 1/4'0 x 3/4' ALL POIN19 SOLID -851 ANCHORS SHALL BE ENTIRELY EJSMDED INTO THE CONCRETE BLOCH. NO EMBEDAMNT INTO STUCCO SHALL BE PRIMED. 1/4' 0-20 ES. MACWNE SCKW USED SWILL BE 1 1/2" LONG MUM M SHOULD STUCCO DIST. AND 1" MINIMUM FOR WADS WITH ND STUCCO. &3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHHPL. BE LONG ENOUGH TO REACH THE SINN STRUCTURE BEHIND SAID WALL. FINISHES. ANCHOR/10E SHALT. 85 AS INDICATED ON NOTES 8.1) & 8.2) NOME, FOR INSTAUATOS ON WNW. SIDING WITH OR WITHOUT METAL ENDS OR EWE was WOOD STUDS CONSULT THIS MANOR. FOR INSTALLATIONS INTO EFS WITH METAL. STUDS SEE SHEET 10. (0) *moss SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER (0) SE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPAONq RELATIONSHIP FOR ANCHORS. AGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCNORS4 MA1544U14 ANCHOR SPACINGS ARE VALE FOR EDGE DISTANCES INDICATED MCC FOR E. D. HESS TNPN THE INDICATED, REDUCE ANCHOR SPA0I40 BY MULTIPLYING SPACING SHOWN ON SOMME BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 8E LESS THAN 89104139 SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL EDGE D(CTM4CE E.D. FACTOR TAPCON TAPCON WITI4 ADVANCED TH TECHNOLOGY ALL POINTS SCUD SET BLUE TAP WIN CAP TAPPER + MIN. SPACING MIN. SPACING . 3' MIN. SPACING . 3' 34 POURED CON CONCRETE IBS • 3• • & POUTED CONCRETE CO1GRETE BLOT( MN EA-3 1/2' MN E0. "2 1/2' MIN. SPACING - 3 1/2' PCURE0 CONCRETE & CONCRETE 104. D. • 3�K MIN. SPACONO . 3' 3 3/4' 4' 0.00 1.0 a CONCRETE CONCREEIE & MN, F,Q. • Y POURED CO/CRECE COWES Te 0.84 1.0 2 1/2" -0.81 1.0 047 2' 1 3/4" 0.11 0.01 0.81 1.0 0.43 1 1/2" 0,35 0.35 l9 HV BLADE #3 OR C7 HV BLADE #3 W/ HV W1NDOW BLADE WORK NG IN UNISON* F.B.C. (Rig h Velocity Hurricane Zone) • SEE UMITATONS USE FOR BLADE A ON SHEET 18. No, 44167-___ ... P.E. SEALj`S1GNATO E/DATE IL ECOINC. TILUT TESTING & ENGINEERING COMPANY 0543 N.W. 3811. S., 84. 381, 1ROMA GARDENS. PLOROI 3315 Phone : (388)871 -1830 . Fax : (305)871 -1831 a-r11 41. Mboo•ool.00m EB- 0008718 WALTER A TILT Jr. P.E FLORIDA Lla. 9 44187 A.S.S.A. American Shutter Systems Association, Inc. 4208 Westroads Drive West Palm Beach, FL. 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA HVN Accordion Shutter System H.V. GLADE #3 W/ OR W/0 H.Y. WHCON 8. X43 NEV. 1b =RIFT= DATE DRAWN BY: M.O.V. 2 DATE: 10/85 /TD DRAWING No 10 -069 SH OF 18 • • •• •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • ••• t) HV BLADE 3 OR Q HV .11EADE : #3• Wf WOID® BLADE WORKING IN UNISON • • .4 .1: . 1141 ,;_. 891 .:c • L? -,.SL t. 4:,lil •..L :.i•. ,7.::. ;i4>.• LS (SEE MOUNTINGS 1 THRU 8, SEE SHEETS 9 & 10) • SEE LIMITATIONS * SEE ANCHOR USE 506 BLADE �A SPECIFICATIONS ON SHEET 18. ON SHEET 6 SPAN (ft) .-0° OR 4' -0° 7. -0° 9, -0. 10' -0° II L-0° 30 9 9 9 9 9 -9 9 9 9 9 0 P.j:.m rare °r•. 40 9 9 9 9 9 9 9 9 8 9 9 9 9 9 60 9 9 8 9 9 9 8 9 9 9 9 9 B W/ ®. 60 8 9 9 9 9 9 8 9 e 6 9 9 436611,1 LOAD 70 9 9 9 9 9 8 8 8 6 9 4.8 7 80 9 9 9 9 9 5 a 9 4 8 3.5 90 9 9 9 8 8 5.5 3 44 3 110 B 6 3 9 3 4 30 9 9 9 8 9 9 9 9 9 9 8 9 CONCRETE 49: 0 ""18 59.. 1,. W /0• 40 9 9 9 9 9 9 9 9 9 9 9 9 9 COON s0 9 9 9 9 9 9 9 9 9 8 9 8 7 .5 3a e0 9 9 9 9 8 9 9 9 8.5 7 3.5 4 maw LOAD 70 9 9 9 9 9 7 a 3 3." 44 081) 80 9 9 9 9 9 4 4. 90 9 9 8 6.5 7 3 110 9 9 9 9 -9 9 9 a 9 9 9 9 99 9 'U' a 0 '719 .-'S1". 1e �? +.0 , ' • •• • •554 •515517 40 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 e 9 9 8 9 9 8 9 9 9 9 8 9 a a 9 7.5 9 4.6 4.6 6 4 8 3 3,5 4 3 99 9 6.5 9 8 4 4,5 9 9 9 8 9 9 9 9 9 9 9 9 7 9' 9 8 B 8 9 9 6 3 4 9 7 4 7 3. 3 4.5 9 3 8 8 9 9 a 9 9 8_ 9 9 9 9 9 4a9 8 4 4 5 3 5 6.8 9 4 9 9 9 9 8 e. 4.s e MON >8 • i•) ^r19 ?"1. ,fir- ry • t O FL• • - M1• NTINO MON MOM LW Oa) 80 . //: • ,:!£- _ 70 80 8p 170 30 40 Q ' VCU'Z t UM VLIV :. �LMVIVVV - RI 0000 - . .. EIDEI•E NE7 9 999888998988 M al 9 9 9 9 9 9 9 9 9 9 9 9 e�eeB 9 9 �9 • 9 8 B 9 B 9 B 9 8 9 e 9 9 9 9 9 � 9 9 8 8 9 9 9 NUNN 9 9 9 9 9 9 9 B 8 8 8 9� ��� 80 9 80 70 80 90 710 30 40 it ',.l W/W 08501 =AM LOAD 80 60 70 80 90 110 30 40 8088 100068 LSO . . ea 50 80 70 9 9 9 9 9 9 9 9 9 9 9 9 B v ' ° Iv[7I0[2 [ L7E7E.E�E7 9 0000 ' DOOOV 9 9 11111:11/ = E7t_ uri dLItIt 13] 7.8 8.5 d IDt7O0 . '. J 1051[11111:11110M1 9 6.= 0 L W LU0 E�E7E7E�ElEa °.: 7= 0 IZ00I0 -�i I t LII I � 8.5 • E1____ 8 B - 8 9 B 9 8 7 6 85 0 ���UN 9 9 9 - 9 9 9 9 9 9 8.5 t= El 8 7 - dvOV 9 e [ •- IEaIIIM[wLri 0 _ �a�B, 9 9 9 - 9 9 9 9 8 7 8 - MEM 4.5 0 ; E>•E)•d0 [ Ell70E1Eii e 9 9• 9 _ 9 9_ 9, 9 7G - 9 8 78 - - 8 8 8 B 85 7 - - . . 9 9 - -'.9 9 9 •9 8 7 - - e ms.s - - 9 9 7 . 5 6.85.5 - - 9 - - - 9 8 9 9 = 9 e7 87 - - um 9 • - - - 9 9 9 as 7.6 luimIli e EA � �� a - - - e s es za 8e - - - [1�� e - - e s a a- ea - - - 9 - - - - - - 5 s' a, 9 ,7 e s 9 - -- 8 9 8.5 7 6- - - a - - HHHH - - - -- 9 9 6.5 5.5 - MHHW1 0 - EIFIEI®- - 7 5 6 5 - - - � - - - -- a a - - - _ ®� ®�� - aEIN�- _-- 9a - - - -- MlIaaB 90 B 9 9 9 9 8.5 9 a 9 9 a 9 7.5 9 5 5, 7 - - - 8 B 7.5 6 5.8 - - - - 9 9 a e.5 54 - - - 9 7 55 4,5 - - - - - 9 85 7 5.5 - - 8 9 8.5 5.5 6.5 7.5 110 9 9 9 9 9 8.5 8.8 8.5 7 Irr� 'GEPJSr • .` No.44167 P.E. SEAL /SIGNATURE /DATE IL EC► O INC. 'FILM TESTONO & ENGINEERING COMPANY 6155 N6. 36m. •., SS. 305, MAMA DARDEN3. FLORIDA 53168 Phan : (305)971 -1530 . Fm : (305)871 -1531 e -mall: Lsteaa•a•I.a•m 88- 5505759 WALTER 8. TA.L1T dr. P.E. FLORIDA L5.. 9 44167 A.S.S.A. American Shutter Systems Association, Ina. 4268 Westroads Drive West Palm Beach, FL 33407 �.�. ,(High Velocity urricane Zone) ® 2010 EASTERN METAL SUPPLY, INC. BERTHA HVTM' Accordion Shutter System H.V. BLADE .#3 W/ OR W/0 H:V. WPmOW BADE #3 98V. e•1 lanioMPTHIN 1 OATC 1 DRAWN 8r: M.O.V. DATE 10/05/10 s 5 4 58 DRAWING No 10 -069 SHEET 7 r/C IR • • •• •• • • • • • • • • • ••• • • • • •• • • • • ••• •••••s • • • • • • • ••• • • • • • • • • • • • • ••• • •'• •'s •'• •'• •• • • •• • • •• • • • • • • • • • •• • • +NQT;ES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES,, 1. A4CHOR5 TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 °0 TAPCON OR TAPCON 8/ ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER 8/ MINIMUM PENETRATION OF THREADED AREA AS INDICATED AT EACH SECTION ON SHEETS 14 & 18 EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTINO TYPE 2W, 5HEET 14 AND SHALL CONSIST OF LAO SCREWS AS PER NOS 2005 SPECIFICATIONS. 3, SUBSTRATE SHALL CONSIST OF 114E FOLLOWING: - SOUTHERN PINE 80, 2 W/ 0-0.58 (8.0,9) - DOUGLAS FIR W/ 0-0.50 (N.0.5) - SPRUCE PINE FIR NORM 8/ 0 -0,43 (4.0.9. - SPRUCE PINE RR SOUTH 8/ 0-0.38 (0.D.5. - MIN. 1/2" COX PLY1000 1988 APA) 4. ANCHORS SHALL BE INST FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NOS 2005 4 c HV BLADE #3 OR CD HV BLADE #3 W/ HV WINDOW BLADE #3 WORKING IN UNISON • +300 RADE AON SHEET 18. FOR F.B.C.(Nigh Velocity Hurricane Zone) 14I; t�az AUK py i 9 / F P.E. SEAL/SIGNil1URE /DATE TILLIT TESTING & ENGINEERING - COMPANY 6355 N.W. MM. SL, Ste. 3D6. VJ 061 WENS, FLORIDA 33166 P41056 : (308)871 -1530 . Fax : (305)871 -1531 6-801* 91hao•ooi.00m E8- 0006719 WALTER 0. TUG' Jr. P.E. FLORIDA Lla. # 44187 A.S.SI.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2010 04310 44 METAL SUPPLY, INC. BERThA HVTM' Accordion"Shutter System H.V. RADE #3 W/ OR 00/0 H.V. WINDQN BLADE #3 REV. No R6>3ImON DATE DRAWN BY: M.C.Y. oATE: 10/05/10 2 4 DRAWING No 10 -069 S8 OF 18 .- '•- ••• ••• silo •i• *MUM ANCHOR +SPACING (In.) SCHEDULE-FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEERS 14 & 15). - MAXMUM SPAN (11) • • • • • • • • • • SOUTHERN PINE No. 2 W/ MIN. 0=0.55, DOUGLAS FIR W/ MIN. 0 -0.50 ••• • • • SPR1QE ;NIA N W Vi'/ tdlN. 4 ° SPRUCE PINE FIR SOUTH W/ MIN. 0a0.38 1/2° MIN, COX PLYWOOD WALL MOUNTINGS 1W, 4W; 7W, 9W & 10W CEILING MOUNT 3W FLOOR MOUNTINGS 6W & 8W WALL MOUNTINGS 1W, 4W, 7W, SW & 10W CEIUNG MOUNT 3W FLOOR MOUNTINGS 6W & SW WALL MOUN11NG5 1W, 4W, 7W, 9W & 10W CEILING MOUNT 3W - FLOOR MOUNTINGS 6W & 8W WALL MOUNTING 5W 8191017 MAIM I.80 (pd) 80008 60818 L80 (PA 0030N 805000 MAD (pet) 0E66I6 NOME LOAD 0.0 0E8314 MMNE IMO (pet) DESNIN WAIVE LOAD (p0) MI DR•4 LOX (pd) 30 40 50 60 70 80 90 100 110 30 40 50 80 70 80 90 100 110 30 40 50 80 70 80 90 100 110 30 40 50 80 70 80 80 100 110 30 40 50 80 70 80 90 100 110 30 40 50 80 70 80 90 100 110 30 40 80 82 3'-0" 0R L E S S 8 9 9 8 9 9 9 9 9 9 9 9 9 9 5 7 8 . 5 8 9 9 8 9 8 9 9 9 9 9 9 9 8 8 7 6 5 . 5 9 9 8 9 8 8 9 8 9 0 9 9 7.5 8.5 5.5 5 4.5 4 6 9 8 8 4' -0° 9 9 9 9 9 9 9 9 8 9 9 8 5 7 8 5,5 5 4.5 9 9 9 9 9 9 9 9 9 9 9 8.5 7 6 8 4.5 4 3.5 8 9 9 9 9 8 8 5.5 4 9 8.5 7 5.5 5 4 3.5 3.5 3 9 9 9 9 5' -0° 9 9 8 9 9 9 7.5 6 4.5 9 9 8 8.5 5.5 5 4 4 3.5 9 9 9 9 9 8 9 88 8 9 8.5 8.5 5.5 4.5 4 3,5 3 3 9 9 9 9 9 5.5 4 3 2.5 9 7 5.5 4.5 4 3,5 3 2.8,2.5 9 9 9 9 8' -0" 9 9 9 9 9 8 5 4 3.5 9 8 8.5 5.5 4,5 4 3.5 3 3 8 9 9 9 6.5 4.5 9 8 - 9 7 5.5 4.5 4 3.5 3 2.5 - 9 9 9 8 4.8 3 2.8 - - 7.5 8.5 4.5 3.5 3 8 2.5 2 - 8 9 9 4.5 7'-0° 9 9 9 9 6 4.5 - - - 9 7 5.8 4.5 4 3.5 - - - 9 9 9 9 4.5 3.5 - - - 5 6 4.5 4 3.5 3 - - - 9 9 8 4.5 3 2.5 - - - 8.5 5 4 3 2.5 2.5 - - - 9 9 8.5 2.8 8' -0° 9 9 9 9.5 4.8 4,5 - - - 8 8 5 4 2.5 3 - - - 8 9 8 8 3.5 2.5 - - - 7 5 4 3.5 3 2 - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3.5 2.5 2 2 - - - 9 9 3.5 2 9' -6" 9 9 6 4 3.5 - - - - 8.5 5 4 3 2.5 - - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3 2.5 2.8 - - - - '9 8.5 3 2.5 - - - - - 4.5 3.5 2.5 2 2 - - - - 9 4 . 8 2 - 10' -0" - 9 9 6 4 - - - - -)8.5 5 4 3 - - - - - 9 8 4 2.5 - - - - - 5.5 4 3 2.5 - - - - - 9 8.5 3 - - - - - - 4.5 3.5 2.5 2 - - - - - - - - - 11' -0" 9 9 4,8 3 - - - - - 8 4.5 3.5 2.5 - - - - - 9 8 3.5 - - - - - - 5 3.5 3 2 - - - - - 9 4 2.5 - - - - - - 4 3 2 - - - - - - - - - - 12' -0° 9 9 3.5 - - - - - - 5.5 4 3 - - - - - - 9 4 2.5 - - - - - - 4.5 3.5 2.5 - - - - - - 8• 3 - - - - - - - 4 2.8 - - - - - - - - - - - 13' -0° 8 5.5 3.5 - - - - - - 5 3,5 3 - - - - - - - 8,8 4 2.5 - - - - - - 4 3 - - - - - - - 6 2.5 - - - - - - - 3.5 2.5 - - - - - - - - - - +NQT;ES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES,, 1. A4CHOR5 TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 °0 TAPCON OR TAPCON 8/ ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER 8/ MINIMUM PENETRATION OF THREADED AREA AS INDICATED AT EACH SECTION ON SHEETS 14 & 18 EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTINO TYPE 2W, 5HEET 14 AND SHALL CONSIST OF LAO SCREWS AS PER NOS 2005 SPECIFICATIONS. 3, SUBSTRATE SHALL CONSIST OF 114E FOLLOWING: - SOUTHERN PINE 80, 2 W/ 0-0.58 (8.0,9) - DOUGLAS FIR W/ 0-0.50 (N.0.5) - SPRUCE PINE FIR NORM 8/ 0 -0,43 (4.0.9. - SPRUCE PINE RR SOUTH 8/ 0-0.38 (0.D.5. - MIN. 1/2" COX PLY1000 1988 APA) 4. ANCHORS SHALL BE INST FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NOS 2005 4 c HV BLADE #3 OR CD HV BLADE #3 W/ HV WINDOW BLADE #3 WORKING IN UNISON • +300 RADE AON SHEET 18. FOR F.B.C.(Nigh Velocity Hurricane Zone) 14I; t�az AUK py i 9 / F P.E. SEAL/SIGNil1URE /DATE TILLIT TESTING & ENGINEERING - COMPANY 6355 N.W. MM. SL, Ste. 3D6. VJ 061 WENS, FLORIDA 33166 P41056 : (308)871 -1530 . Fax : (305)871 -1531 6-801* 91hao•ooi.00m E8- 0006719 WALTER 0. TUG' Jr. P.E. FLORIDA Lla. # 44187 A.S.SI.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2010 04310 44 METAL SUPPLY, INC. BERThA HVTM' Accordion"Shutter System H.V. RADE #3 W/ OR 00/0 H.V. WINDQN BLADE #3 REV. No R6>3ImON DATE DRAWN BY: M.C.Y. oATE: 10/05/10 2 4 DRAWING No 10 -069 S8 OF 18 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (255 SCHEDULE ON SHEETS 8 & 7) 1/2' Or E. D.* EXISTING EXISRNO E. D.* 01 WALL MOUNTING INSTALLATION. UII r' /2" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 8 & 7) ® WALL MOUNTING INSTALLATION. NOTE FOR COMBINATION OF SECTIQi^: 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAUATION. MAO. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • CONCREE ANCHORS • (5Ee SOIM50l. ON SHEET, 8 7r • • • • • • • • • • ra —x004' B.S. BOLTS W • d & WASHER 0 •CBCP • • • E. 0.* • • •• •• • • EXIS7040 0 • • •• ••• • • • • • •• • • • • • • ••• • EXISTING DUSTIN GLASS 03 WALL MOUNTING INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED * E.). 0 EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 7) • SEE BLADEAON SHEET 18. FOR we /4"0- 20x3/4' S.S. BOLTS W/ UT & WASHER a r 0.5. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 8 & 7) ® WALL MOUNTING INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING cuss 1/2' 1/4"0o3/4* P.H. 8.D.5. I1W BUILDEX TEN. SCREW 54 8' 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 8 & 7) 05 WALL MOUNTING .INSTALLATION. MIN. STARATION TO ON 5) e nn 11 _O POU CONCR REQUIRED INSTALLATION DETAILS SCALE 3/8%. 1 " CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) © FLOOR MOUNTING INSTALLATION. EDGE OF SIAS 4PPUC IF F.B.C.(High "Velocity Hurricane Zone) —A- P.E. ttAL /SlGNAM2E /DATE /'1itEE5.\ TIWT TESTING & ENGINEERING COMPANY 4388 N.W. 381,. •.. 1T4. 303 MOM WETS. FLORIDA 33168 Phone : (305)871 -1539. Fox : (308)871 -1831 e—ma8: 5teoo•eol.com ® -0008719 WALTER A. TILIJT FLORIDA Us. ® 44197 A.S•S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 0 2010 EASTERN METAL SUPPLY. INC. BERTHA HIS"" Accordion Shutter System H.N. BLADE X33 W/ OR W/O H.N. BLADE 13 RV. No DWCf9PT105 DATE DRAWN BY: M.C.Y. DATE 40 /05 /10 2 3 4 DRAWING No 10 -069 SHEEP 9 OF 18 POURED CON REQUIRED EXISf1N0 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) SLAB IF APPLICABLE 1/4" MAX. ® CEILEQ MOUNTING INSTALLATION DUSTING ORANCCHORTLOCA REO'D. 6114 6'K, 1 1/2 "4 0.035' THICK Mtn. ASTM A-883 GRADE 40 Min. 0 -80 SAW. STEEL METAL STUDS AT 18" 0.C. '0. MIN. 1344814's 0.036' THICK Mtn. COW, 064. . STEEL. TRACK CHANNEL, AM A -663 ORNDE FASTENED 10 STUDS w/ (�2)� 18,1 2' 1814 ON &TERM FACE MI • • ••• • • • • . • • • • • • • • • • • ••• • •• • • • • • •• • • • • • • • • ••• • • • • • • • ••• •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • •• • • • ••• • •• • • • ••• OUP= L E STUD METAL �STINO GLASS 0 8' C.C. / 0 0.C. DUSTED FINISH AS APPLCABLE ••• •• 6 • •• • • • • • EXISTING cuss — (YL 5B 1.KAmi O 6 48168.68 59 8) RE0'0. MM. 1 3/4'8 6 1/4 "x _0.035" THICK Mn. CONT. OALW, STEEL GRADE 4400 Mtn. �0 -80 GALVANIZED FASTENED 10 STUDS W/ (2) fix1/3" TEN EWO*a 014 INTERIOR OR FACE EXISTING FINISH AS APPUCABLE • • • • • EXISTING FINSH AS APPUCABLE SEE DETAIL X FOR SIDE CONNECTION TO TRACKS ON SHEET 13 (IYP.) ®OR ® DOUBLE METAL STUD 1 4 "e TEK SCREW e O.C. TO REQUIRED MIN. 8 "x 1 1/2 "x 0,038" THICK Mtn. 4586 A -853 GRADE 40 Mn. 0 -80 ■�'..�;. "•Cl:t' :�' 0 6 O.C. 1/4" MAX. ' I SAI.8. STEEL METAL STUDS AT 18' 0.0 10x3 /4' HEX WASHER HEAD " Mtn ‚1818306055819" 0.0. ® B.O. WALL MOUNTING INSTALLATION —(3 )or 4O EDGE OF SLABLICAB A PLE EXTERIOR CONCRETE ANCHORS (SEE SCHEDULE ON SLEET 7) POU CONCR REQUIRED E. D.* E. D. ® FLOOR MOUNTING INSTALLATION 0 0 NOTE: THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE N01E FOR COM8NATION OF !BUTTONS: 1— SEE SKEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EDGE OF A .sGBPLE * E.O. o EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 7) 46 SEE UMATIONS OF USE FOR BLADE ON SHEET 18, 3. 2.000' 3.210 6 DOUBLE STUD EXISTING GLASS , >: - 1R8f1TJIL'17O911G1iAi CS N 1/18 "x3" MAX. (6063 —Ti) CONT. ALUM. C SER PLATE. (LOCATE AT _ EITHER SIDE OF (0) • 10 1/4 "g NOMINAL. 8 1 /4 "0-20X " BOLT ALUMINUM SLEEVE 1.373' 204' 1/4 "0-20 THREADS 1!4 "fD ELCO CONSTRUCTION PRODUCTS FAB"LOK HD INSTALLATION DETAILS (CONTINUED) SCALE 3/8 " =1" 810x1/2" SAS e 16" O.C. 110x1/2" S.M.S. 0 1B" 0.C. CURED DOUBLE METAL STUD DOSING (LASS ® END _INSTALLATION IfITO METAL SCALE 3/8 "W1" F.B.C.(High Velocity Hurricane Zone) STU D W LL IS P.E. SEAL/SIGNATURE/DATE IL ECO INC. TWIT TESTING. & ENGINEERING COMPANY 8385 N.6. 38th. 81., Ste. 35e. 80634* GARDENS, 14.004 37186 Moro : (305)871 -1530 . Fax : (305)871 -1531 e—nx8: t8taae0a0Lown E8- 0008718 WALTER A. TOUT FTAR111A UN. # 44187 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter System H.V. MADE /fii W/ OR W/O H.V. W IN70W BLADE #3 REV. Ka 1 2 DESCRIPTION DATE DRAWN 9Y: M.C.Y. DATE: 10/0.9/10 3 4 8 6 DRAWING No 10 -069 SHEET 10 OF 18 SEE END WALL CONNECTION DETAILS ON SHEETS 10. 13 & 16 OUT ,SEE END WALL CONNECTION • :l _ • '.X4t>_ IN EXISTING GLASS +-- DACOR0+OOR®- OR®OR ® +® OR ®+O • • •• •• • . • • • • • • • ••• • • • .•• • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• !h- 1 • • ctiv. poor W%j: HV CENTERINATE `•4•& l6 SCALE .•• • •• ••• •311/8".:01:6 •• • ••• • •• • • • •• • • • • . • • • • 7° 8 1/2° MIN. SEPARATION W/ INSIDE LOCK TO GLASS (SEE SCHEDULE ON SHEET 5) • •• • • • ••• MIN. SEPARATION W/ OUTSIDE LOCK TO GLASS (SEE SCHEDULE ON SHEET 8) • SEE NOTES ON HV IOCK %AND ALTERNATE LOCKS Itlp OR ON SHEET 4. • SEE LIMMATIONS OF USE FOR BLADE 0.5 ON 5NEE7 18. IN '- MIN. SEPARATION TO GLASS (SEE SCHEDULES ON SHEET 5) SEE END WALL CONNECTION DDETAILS ON SHEETS 10. 13 d( 16 MIN. SEPARATION OR (fTO CLAES (SEE SCHEDULES INTERIOR ON SHEET 8) 2•s2°41/5 °40' -2° (6063 -15 ALLOY) ALUM. ANGLE W/(2) 1/4.0 TAPCON AICHORS At 08511 ANGLE. (178) ) /2° #1043 /4" SA.5. 0 I2° .C. FULL LENOHT. 111 I I I I I I ;01111 MI I I I II • I I rA I I I I I P ANIL OOR® `�� IOR� R� 1` 1 111 0. 4e. � OUT (EXTERIOR) © SECTION AT END 0 SECTION AT SYMMETRICAL (DIRECT MOUNT) CENTERMATES W/ LOCK ® OR or OROOR ®+ ®O, f OR® OR® + ®OR© 0 -r- MIN. SEPARATION MIN, SEPARATION TO GLASS W/ INSIDE TO GLASS 8/ 0Uf400 LOCK (SEE SCHEDULES LOCK (SEE SCHEDULES ON SHEET 8) IN E(ORIO xrERlo SECT ON AT - OPPOSING CENTERMATES W/ LOCK 8 OR 1 ;F C TAILS oN SHEETS 10. 13 & 16 MIN. SEPARATION MIN. SEPARATION TO GLASS TO GLASS ONLY FOR SECTION 9 (SON SCHEDULES 5) (SEE ON SHEET 5)� (BOTTOM) Itsu © SECTION AT CORNER POST OUT 6 1/2` (TyP•) L. P.E. SEAL /SIGNATURE /DATE .0 SECTION AT OPPOSING. CENTERMATES W/ LOCK 9• 1L EC-0 INC. TIWT TESTING & ENGINEERING COMPANY 6388 N.W. 55th. Et., Sta. 306, WYQBAA OMENS. R.OMA 37180 Mans t 06)571 -1830 . Fax t (305)871 -1831 e —ma0: mle000col.00m 8W- 0008718 WALTER A. curt Jr. 0.0 FLORIDA Lk. B 44187 CENTERMATES. 1�/ LOCK I CC C.(Mich a ocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4288 Westroods Drive West Palm Beach, FL 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA Accordion Shutter System KV. SLAM j3 W/ OR W/0 H.V. WINDOW ELME .605. No DESCRIPTION DATE DRAWN VD M.C.V. 1 1 DATE: 10/05/10 2 3 4 5 6 DRAWING No 10 -069 H 4 18 • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • ••• SEE END WAIL CONNECTION DETAILS -OP( SHEETS 10. 13 & 1 @ IN I EXISTING GLASS -- 00R ®0R®+0 ORO- OR ®OR ® +OOR® +O INSTALLATION 1Q HV BLADE HV "T" LOCK CEP TH • TERMATE • SCALE 3/8 " =1 8 1/2" IN 3 1/4" MIN. SEPARATION TO GLASS W/ OUTSIDE LOCK (SEE SCHEDULES ON 510EET 8) "I" SIRES 9444 .UMINUM• (2 T3 ALLOW) LARGEOLAWGE THIN_ N , ART # 0020, AS •ANIfACTUQED A EL ERRY RN PKR5IPPENY, NEW JERSEY 07054 • • 'Er END WAIL CONNECTION DETAILS OR •• • •S1.ETSjQ,13&1@ • -y -• -s s ; • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • • • • • ••• OURED CONCRETE R CONCRETE BLOCK WALL REQUIRED ,_IIS11NO GLASS END INSTALLATION INTO CONCRETE QR• C ©NCR€ BLOCK. WA..L• SCALE 3/8 " ®1 " • • • • • • • • • • • • • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS (LOCATE AT OF (9) #10x1/2" S.M.S. 18" O.C, SEE DUAL X FO SIDE CONNECTION TO TRACKS 00R0 OR R $ OR ®OR ® +0ORO +0 Q END COITION DETAIL_ 1 18 x3 MAX. (ALUM 8) CLOSER • • PLATE. (LOCATE T EITHER SIDE OF ()) #10x1/2" S.M.S, • 18" O,C. OUR C CONCRTE OR CO CREPE BLOC�t• RILL itiRED !STING GLASS •• OURED CONCRETE R CONCRETE BLOCK WALL REQUIRED • • •• • • • $USE 1" OR 2" MAX (AS APPUCABLE)x2°x1 /8"x0' -2▪ . 1 ALUMINUM CUP ANGLE (6063 -T6 ALLOY) AT MIDHEIOHT W/ (1) #10x1 /2° S.M.S. TO (9 & (2)1/4'0 ANCHORS TO WALL • • ••• • SEE DETAIL X FO SIDE CONNECTION TO OROOR©+ ®OR® OR ®OR ® +®CR®+O AT 1" O.C. (LOCATE AT EITHER SIDE OPC SEE DETAIL X FOR SIDE CONNECTIO TO TRACKS ©OROOR OR ®OR ®+O OR®+O ® END C•NNECTION DETAIL, ® END CONNECTION DETAIL 0 END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 0 END CONNECTION DETAIL , 1Q" O.0 1 /4"4 R • 13: t" M8215 C•1 &0.3, POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. i a _ DIN:. ,\ f) OR ®OROOR ©+OOR® OR ®OR ® +OORO +O ® -END CONNECTION DETAIL EXISTING GLASS (2) 4 REQUIRED ONLY FOR SPANS GREATER THAN 12. -0" OORO OR (D OR ©OR® (243 OOROOR ®OR ®OR® PLAN VIEW Y DETAIL )( • SEE UMI[ATIONS OF USE FOR BLADE ON SHEET 18. F.B.C.(High Velocity Hurricane Zone) P.E. SEAL/g4N4RJRE /DATE 1� LrisCOI.c. TILLIT TESTING' & ENGINEERING COMPANY 6306 N.W. 3618. 81.. Eta 306. Y3OINIA GAAOBH8, FLORIDA 33166 Phone : (306)871 -1630. Fox : (306)871 -1631 tebco0ool.com 85- 0000719 WALTER A TIWT Jr. P.E. FLORIDA Uo. # 44187 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA Hirm Accordion Shutter System H.V. MADE #3 W/ CR W/O H.V. WINDOW MADE REV. No DESCRIPTION GATE DRAWN BY: M.C.Y. 2 4 Q41'E: t0/06 /10 DRAWING No 10 -069 SHEET 13 OF 18 WALL FINISH 1/4 "6 TAPCON OR TAPCON W ADVANCED THREADFORM TECH LOGY 8/ 1 1/2" Min. PENETRATIOI4 OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 8) EQ EQ L1N WALL CONNECTION AT TOP EXISTIN SIITORDION 10 %ASS 6atl90Ur9 ON SHEET 6 FlINSH 1/4° MAX 1/2° 1/4 °0 TAPCON OR TAPCON W/ ANCED THREADFORM TECHNOLOGY W/ 1 1/2- Min. PENETRATION OF THREADED AREA TO EXISTING W000 PLATE (SEE SCHEDULE ON SHEET 8) *:(4° CONT. SILL PLATE REO'D. ® WALL CONNECTION AT BOTTOM. SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING 5ECT10NS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. *SEE LOCATIONS OF USE FOR BLADE os 04 SHEET 18 R R • • ••• •• • • • • • • • • • • • • • • ••• EQ 2° 418.• • 1/4.6x11 rM UT TEK SCR 0 8° 0.0. OPEN HOLE AT EACH STUD TO ACCEPT 5/16°0 LAO SCREW AT CENTER OF TUBE EXtSTIN EXIS11N0_. 2°x4' CONT. WOOD PLATE REQ'D. lettartoN 6t Ha SKIT • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • DOE• • • • ■ APPLICABLE) • • • SING W00Ii • ESN LER ••• RAFTER • 24' 0.C. REQUIRED ••• • • • • • .• • 4°x5° Pin.) EX151140 • • STRUCTURAL RAD Q ACY • OF EXISTNO WOOD • BEAMMEIIPPBBE CERTIFIED • • ENGINEER OR ERED ARCHITECT PRIOR TO SHUTTER INSTALLATION. yySC�R_k..IIIII @ •;k; M�• • • • Ig% • •• •• a • • • • • � FACI• A /I y • (s °6SAO LOCATE LAG SCREWS AT MIDWIDT�F EXISTING WOOD MEMBER, (2 MI5. NOMINAL N7DTN) 8/ 2° Mtn. 1 /4° PENETRATION OF THREADED AREA. VAUD . FOR INSTALLATIONS WITH 8 AX 2psf M. MAX DESIGN LOAD 4010 8' -8° MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR W000 W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE Na 2, OR EQUAL HOLLOW CEIL NG Y MOUNTING INSTALLATION. Y OR g7 —42) OR (DRUM TONS) SHEET 5 1/4° Max. 1/2 1/4.0 TAPOON OR TAPCON W/ ADVANCED THREADFORM TECHNOLOGY W/ l/2 Wn. PENEONTiO4 OF T44040D AREA INTO PLYWOOD. (SEE NOTE 1 A ON SHEET 8 FOR LIMITATIONS) 1/2* MIN. COX PLYWOOD REQ'0. EXISTING MIN. 2°x4' STUDS to 18° O.C. MAX. RECD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE F.B.C. Q WALL CONNECTION AT BOTTOM 2 °08° MIN. DECK REQUIR (NO FINISH ALLOWED) 1 4 °0 TAPOON OR TAPCON W/ ANCED THREADFORM TECHNOLOGY W/ 1 1/2* Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 8) /4° Wt. bOSTIN 0 SOFFIT MOUNTING INSTALLATION 11 11 10x3/4" HEX ER HEAD TEK 1/4 MAX. SCREWS 0 8° 0.0 EDGE OF DECK IF APPLICABLE 1/4 °0 TAPCON OR TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 8/1 1/2° Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 8)(1/4.3 FLOOR CONNECTION 2° 4114 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE 3/8 "e1" OE OF ECK IF APPLICABLE F.B.C.(High Velocity Hurricane Zone) P.E. SEAL/SIGNAli1RE /DATE / _ IILIEc0INC.\ TILUT TESTING & ENGINEERING COMPANY 5305 N.W. 36th. St., Ste, 300 VIRGINN1 0.01D048. D.OMON 33186 Phone : (305)871 -1530 . Fox : (305)871 -1531 s-mo5: tl te¢o.aol.aon, EB- 0008718 WALTER A 1IU.TT Jr. P.E. FLORIDA Us. # 44187 A. S. S.A. American Shatter Systems Association, Ina. 4268 Westraads Drive West Palm Beoch, FL 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA NV"' Accordion Shutter System H.V. RADE #3 W/ OR W/O H.V, WNDON SACE #3 REV. No DESOMPnoN OATS DRAWN BY: M.Q.V. 3 4 DATE: 10/08/10 DRAWING No 10 -069 SHEET 14OF1I1 ALL FINISH 4• TAPCON OR TAPCON W/ ANCED THREADFORM TECHNOLOGY W/ 1 1 2' Min. PENETRATION OF AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 8) 1/4'0- 204/4" S.S. BOLTS W/ UT& WASHER 09'0.0. • 5011. ST1110 MIN. 2x4" HEADER REQUIRED SIN. SEPARATION�� ON WELT 5) EXISTING S WALL MOUNTING INSTALLATION, 1481. (B(�EPAPATION TO 0N SHED 5 rorAnsto WALL PNISH 2x4" CONT. SILL PLATE REV). /2" 0 1483/4" F.H. S.D.S. 0 8 "' 0.0. 1/4'8 TAPCON OR GARCON W/ ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2° Mtn. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE. (SEE SCHEDULE ON SHEET 8) WALL MOUNTING INSTALLATION 2'x8° MIN. DECK REQUI.. -- ''�� ••.. (NO FINISH ALLOneu) • • •• •• • • • • • • • • • • • • • • • • • • EXISTING • ••• • • • • • • • • • ••• • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • ••• 1/4' MAX. 0000 OF DECK W APPLICABLE EXISTING 2" N. 1/4°0 TAPCQN OR TAPCON W ADVANCED THREADFORM TECHNOLOGY W/01F:lAgr Min. PENETRATION OF AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET B) 2" MIN. l°_^/ FLOOR CONNECTION MRI. 508)6 3106 TO ON SHEiT 8) WALL FINISH Ipmim AlVa 2'44' CONT 51U- PLATE REQ O. 4 15x. 1/4'0- 208.3/4' 5.5. BOLTS W/ 11 & WASHER 0 9" 0.C. 1/4 "8 TAPCON OR TAPCON W/ ADVANCED THREADFORM TEOH6OL06Y W/ 1 t/2" Min. PENETRATION OF LATE. (SEE SCHEDULE ON SHEET 8) WALL FINISH WALL MOUNTING INSTALLATION, INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE 3/8 "m1" OF IF UCABLE r EE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. F.B.C.(High Velocity Hurricane Zone) P.E. SEAL /SIGNATURE /DATE /1itIiEINC.\ T1LUT TESTING 82 ENGINEERING COMPANY 6355 N.W. 3616. 51. 515. 308, 610865). comais, 1105106 33166 Phone : (305)871 -1830 . Fox : (305)871 -1831 e—m6m tnteeo0341.5om 08- 0008718 WALTER A TEUT 3r. Pk. FLORIDA Ue. # 44667 A.S.S.A. American Shutter Systeme Asaoalatione Inc. 4268 Weetroade Drive West Palm Beach, FL 33407 ® 2010 EASTERN METAL SUPPLY. INC. BERTINA HV'TM' Accordion Shutter System H.V. UDE #3 W/ OR W/0 H.V. WINDOW BADE X13 REV. No bSSCWPTION ' DATE DRAWN BY: SC V. 2 2 4 5 0 DATE: 10 /08/10 DRAWING No 10 -069 SHEET t3 OF 18 • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • • • .• •• • • • • • • • • • • • ,END INSTALLATION INTO 2 "x4" MIN, WOAD STUDS MIN. WOOD STUDS REQ'D. SCALE 3/8 " =1° 2x4" MIN. WOOD • • • • STUDS REQ'D. • 1/4b TAPCON OR TAPCON W/ ADVANCED THREADFORM OLOGY ANCHOR a e° 0.0. W/ 1 1/2' MIN. PENETRATION INTO STUDS DR W/ MIN. 1/2' PENETRATION TO 1/r CDX PLYWOOD IF NO SR.JDS EXIST. AMND 1 /2'PLYWO00. • 1 /2° PLYW000. WALL A FINISH (LOCATE SIDE OF ) pad/2' S.M 0 18° 0.0. • SEE DETAIL X SIDE CONNECTION TO TRACKS 0 END CONNECTION 1/4'0 TAPCON OR TAPCON W/ ADVANCED THREADFORM TECHNOLOGY ANCHORS W 1 1/2° MIN. PENETRATION . 12° o.0. OROORO OCR® OR ®OR ® +O °RO+® -DETAIL �}Z END CONNECTION DETAIL jf,--EXIS11NO OIASS 2'x4° MIN. WOOD STUDS REQ'O. l/4°0 TAPCON OR TAPCON.•W/ ADVANCED THREADFQRM TECHNOLOGY ANCHORS W /, 1 1/2° MIN. PENETRATION 0 1r O.C. rx4` MIN. WOOD WALL. STUDS REQ'D. FINDER WALL FINISH ••• • • • • ••• • • •• •• • 2`01° MIN. WOOD STUDS REM. • ••• ••• �• • • • • • • /Ira" (8083 -T11) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF 100 //2 S.M.S. 18 0.C.. SEE DETAIL X SIDE CONNECTION C ) END C GLASS 1/2° PLYWOOD. 2'x4' MIN. WOOD CS REO'D. 1/4'1 TARX71 CR TMCA4 W/ ANCHOR 00T8 F T1EQI/ /2* motirr tiro STUDS OR 8 /101 1%1' PEIEIIM11a1 10 I/O' D2C P11R10tp 9 N0 sN0.q 5551 COSTING eCISS OUSE 1' OR 2° MAX. ((AS AP UCABLE AS'ol/ 8°x0 -r (6083 -T8 ALLOY) AT MIDHEIOHT (1) #10x1/2' S.M.S. TO ®& (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1° 0.0. (LOCATE AT ETHER SIDE OF ® SEE DETAR. X SIDE CONNECTION TO TRACKS OOROOR ®+OOR® 0 ONNECTION DETAIL,ROoRQ +0® END CONNECTION DETAIL STING 9 I • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0° I OR40R O +O OR® 50 ED CONNECTION DETAIL °R ® °R ® +®OR®+® © END CONNECTION DETAIL, • SEE Uh9T,ATIONS OF USE FOR BLADE QB ON SHEET 18, ELAN VIEW Y DETAIL X F.B.C.(High Velocity Hurricane Zone) P.E. SEAL /SIGNATURE /DATE E C O INC. TILLIT TESTING & ENGINEERING COMPANY 8389 N.W. 380h. St.. St. 308, VJIiWM COMM, FLD#0A 33106 Phone : (308)871 -1830 . Fax : (305)171 -1801 a-maf: tUtacaaaaL.cotn ES- 0008718 WAITER A 711.IT Jr. P.E. FLORIDA Lk. 11 44187 A.S.S.AI. American Shutter Systems Aesaaiattana Ina. 4288 Westroods Drive West Palm Beach, FL 33407 @ 2010 EASTERN METAL SUPPLY, INC. BERTHA Ham°" Accordion Shutter System KwaADE #3 w/ OR w/0 N.V. WINDOW BLADE #3 RIM. No 61DiCRWTION DATt DRAWN BR Y.C.Y. 2 34 08TE: 10/05/15 DRAWING No 10 -069 SHEET 14 OF 18 BLADE'S (T'lP) 12° MIN. CLEARA CE 10 LADE E{ TO I \I CO E.Q. -+ FLAT PORTION OF BLADE 0 HY WINDOW BLADE #3 HY WINDOW • • •• •• • • • • • • • • • • •.• • • r 0.0825" • • FAM ••• • • • • ••• • /I • • • • .•• • • • • • • •• •• • • • . • • • • ••• • • • • ••• •• • • • • • • • • " s • • • • ••• •. .•• •.• SECTION X —X ••• : • . • • •• ••* ..••• 2 7/8' MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS I 2 1 /4" CLEAR t. 8 s 4" BETWEEN TABS ON CDITM SCALE: 3/8".1" 03.0000‘' .• • • • • i 0.0625" 0.0825" - POLYCARBONATE SOURCES FOR 38 TYPICAL PROPERTIES APPLZABLE STANDARD REFERENCE RESULT eau am u° El L1 SPECIFIC GRAVITY ligtitEGALL ASTM .D792 0.043 Ib/In' 0.043 Ib/13' TENSILE YIELD STRENGTH ASTM 0838 9,400 p.3.1. 9,800 P.3.l. FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.aL 13,400 p.e.t. FLEXURAL MODULUS ASTM 0790 340,000 p.e.1, 345.000 p.eJ. 161.90.: NOTCHED ROD ASTM 0258 18 FT-lb/In 17 FT -Ib/In FIRE e n TESSDOS: _LIRNING SMOKE DENSITY ASTM 02843 47.2 8 84.5 R MAX RATE OF BURNING ASTM 0835 C -1 CLASS C -1 CLASS SELF IGNITION ASTM 01928 1040 'F 980 'F Mann ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302 p.e.I. 8840 3.3.1. TENSILE STRESS BEFORE WEATHERING ASTM 838 8481 p.3.1. 8880 9.9.1. 38 POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV— STABILIZED GRADE EXTERIOR ELEVATION_ SCALE: 1" m 1" TYPICAL 1A HV WINDOW BLADE #3 AND POLYCA BONATE HV WINDOW DETAIL F.B.C.(Nigh Velocity Hurrtcone Zone) +ENS F. ,//J� o P.E.1LLSIGNA1URE/DATE ILA EC O INC. 1\ TILLIT TESTING & ENGINEERING COMPANY 6763 N.N. 78th. 91, Sts. Ma, 9501*1a GAMS, RO190A 33196 Phone : (305)871 -1830 . FOR : (303)871 -1531 4 -ma11: *11. 0a51.9am EB- 0006799 WALTER A TILUT Jr. P.E. FLOZOA 171. @ 44187 A.S.S.A. American Shutter Systems Association, Inc. 4288 Westroads Drive West Palm Beach, FL 33407 GI 2010 EASTERN METAL SUPPLY, INC. BERTHA HV M Accordion Shutter System H.Y. BLADE i W/ OR W/O H.V. T MDOW BLADE g3 RV. No GATE DRAWN We: M.Q.V. TMTE: 10/03/10 2 DRAWING No 10 -069 SHEET 17 OF 18 • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• 0'® Co g. '&217: . D MAX. 5 WIN ALLOWED AT IN WINDOW BLAD #3 END CCOONNEECTTION DETAILS ON SHEETS 13 & 18 TYP. FULL HEIGHT. (SEE YP Tone., FOR REQUIREMENTS) lBOTTOM NUMI7ED WIDTH • •• • • • • • • i• • • • • • • • • • • ©•, • • • • • • • • •• ••• •• 1•• •�• • •• • • • • • • • • cLBLA0E A ACCORDION SHU TER, SYSTEM WORKING IN • • • • yN�NI wrtH I'W WINDOW BLADE Y3, • • • • 1. MAX. DESIGN PRESSURE RATING: +82, -82 p.e.}. ••• ••• 2. MAX. SHUTTER SPAN: 114" .• 9' -8" 3. ALLOWED MOUNTINGS: 1, 2, 7 & 8 ON SHEETS 9 & 101 AS WELL AS MOUNTINGS 1W, 2W, 3*, 4W, BW & SW ON SHEET 14. • •• • • T4 IRMIIOC ®�iNIATES�80LA W/ 0 O 1® ARE AUAWED WITH 1�'i • YOIJ1 • 8• (A) 12 HV WINDOW BLAOE SHALL ONLY ALLOW A MAXIMUM OF B OPEN Nt� (3"0 HOLES) FOR PER BLADE AT SPACING'S SHOWN ON SHEET 17. (B) MIN. CLEARANCE FRO1 TOP OR BOTTOM EDGE OF ®HV WINDOW BLADE g3 OF ANY 3'0 HOLE FOR SHALL BE 12'. (C) FIRST OR LAST BLADE DOMINO OUT FROM STARTERS AT ENDS MAY BE 0 HV WINDOW BLADE $3. (D) C1A HV WINDOW BLADE /3 MUST BE USED ALTERNATE TO A =DOW BLADE THROUGHOUT SHUTTER'S WIDTH. Z BLADE CENTERMATESiSHALL SIDE ALWAYS BE INSTAL= ADJACENT 70 A SOLID QHV (F) POLYCARBONATE NV DOW ® SHALL BE INSTALLED SO 71.87 T S FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW MUST 8E WIN ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL. PROVIB BY AB5A. INC. 9. -8• SHUTTER SPAN JJ�IS O TYPICAL HV BLADE #3 WORKING IN UNISON WITU @ HV WtNDQW BLADE #3 SHUTTER* N.T.S. 8. SEE ANCHOR SPACING SCHEDULE FOR INSTALATTNS PRO WOOD FRAME BUILDINGS ON SHEET 8. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 MOVED, 7. SEE ANC}I011 SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 & 7 AS UNITED BY SPAN AND 06540N LOAD (SEE NOTES 1 & 2 ABOVE). 8. SEE MLNRAUM SEPARATION TO GLASS ON SHEET 8. F.B.C.(High Velocity Hurricane Zone.) P.E. S/SIGNATURE /DATE /itIilNC.\ IL TIWT TESTING & ENGINEERING COMPANY 8358 N.W. 38K St, SW. 30$ 0R6a4A CAROTINS. TRAM A 33188 Phone : (30871 -1530. Fat : (305)871 -1531 e-maW tataoo•aa.awn ES- 0008719 WALTER 4. TAUT Jr. P.E. FLORIDA LW. } 44167 A.SS.A American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2010 EASTERN METAL SUPPLY, INC. BERTHA Hirm Accordion. Shutter System H.V. EWE /3-W/ qt W/0 H.V. WI'OW BADE f3 180. Na DESCRIPTION OATH DRAWN BYt M.O.v. 2 8 4 DATE: 10 /08/10 DRAWING No 10 -069 SHEET 18 OF 18