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HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: F ' ' - St. Lucie Cou Building & Zoning Department SC4 2300 Virginia Avenue &Y Fort Pierce, 462 1553982 `4Cie Coon ty APPLICATION FOR STORM SHUTTER PERMIT SEE REVERSE SIDEFOR INSTRUCTIONS DATE: / /•c 1. LOCATION/SITE ADDRESS: d9 M eg c// d "✓O O d jor. 10'7ie olw�- f-y 0 f PARCEL ID NUMBER: / 3.2 % ^ X a l ' O O O 9' ao o - c9 SECT TWP RNG MAP ZNG LU IN IT 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: )h CC T ti—J 7 o Air, J `. e o v7 H o `l C 4. TYPE OF STRUCTURE: SFRV_ ADDITION OTHER 5. OWNER INFORMATION 6. Name: Zeno re L FrG� Address: % !�/d c7 /'►?��tGl�� v✓Oa dr-, City:1Z �e e State: d . Zip: Z6 ISlPhone:- 77,2' Y,'O'/— 324/-r CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: Business Name: Type of Surface attachment: Wood Frame Concrete _y_ Masonry Other Product _ Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Analysis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion ice` C dH • Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 3 L L po STATE F •'ORIi7 ACKN I_,ED.O OR WH k ' - n. E c �^ O C z "o'm� =No-C a0��� NOTICE aWNER: INTEND FEES DUE: RECEIPT: IT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zqning. 04) PRINT QUA IE S/ ERS NAME IGNATURE OF QUAL NER COUNTY OF :FORE ME DAY OF " 20 LBY, ri HO IS PERSONALLY OWN O ME ICE AS IDENTIFICATION. SIG AT E OF NO] TYPE OR P T NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU :ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is 'not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS :.............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. ,; 3. DESCRIPTION, OF PROJECT OR WORK ACTIVITY:...... Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and`address of the owner -of the property qn which the product is to be installed. 5. , CONTRACTORS INFORMATION: .................................... Y 6. VALUE OF CONSTRUCTION: ........................................... Indicate the State of Florida (if applicable) ,and St. Lucie County contractor's, registration numbers, and the name of the business doing the work:,,- _• Indicate the total value'of ttie`work to -take place., Total cost of construction includes all material and:labor costs. associated with the building/construction,actiyity The value of construction is used to determine `the amount of perniitfing fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM,,,- 5:00<PM), Monday "through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS * EXISTING RESIDENCES All shutters must be installed' and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME -OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O WILL NOT BE, ISSUED. SLCCDV FORM NO: 006-05 JOSEPH E . SMITH, CT-VDK OF THE CIRCUIT COURT - SAID'"-T.UCIE COUNTY FILE # 3670703 OR, 'D'K 3359 PAGE 2554, Recorded S03/2012 at 08:44 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 1'4 ? ! State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement 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. Legal Description of Pro e�y(and street adressf avalla le). A— sH'/ �./� 9�1 larre CA— ''C0 GAS1r, v� General description of improvement: I�% �l h 4 .fe < A O �Dt ✓) r Owner Information or Lessee jnformatlon if the Lessee contracted for the Improvement: Name v G Address • f elX mea,140-✓ .-7/ ��✓<< � J �/ 9 s / Interest in property: Q wn6✓ - Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: AiZor n)) e- h e. Contractor Address: O r Phone Number: i 2- 3267 '4Y77 Surety (If applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: VA Phone Number: Lender's address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statut Name: ti� Cl Phone Number: In addition to himself or herself, Owner designates of Uenoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penal of per' ry, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowle ge and belief. (SlgWuW of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this day of �1 i , 20Lq� By . e hO 'O as ��V�e� for SQW"e Name of Person Type of authority (e.g.officertrustee) Party on behalf of whom Instrument was executled Personally knownor produced Identification_. (Sign a of Notary Public -State of Florida) ,u� ! �rf (Print, Type, or Stamp Commissioned Name of Notary 11 * My W0011 W14Type of identification produced r ERPIRES:W1122.21113 '',�,a�� BanledThsilYYfSmke . TAT . ., E OF FLORIDA S UCIE COUNTY THIS I TO CERTIFYT TRUE N(�'CORRECT) OR1GI u, L. n Date' S'�UTT�'�R SC.y uL� CI'A LAYOUT SHEET 0 During installation we must have access in and out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. (772) 335-9198 Port St. Lucie 772 461-2116 Fort Pierce m044. y I ACKNOWLEDGE AND UNDERSTAND THE ABOVE Y,�� / e,-- CUSTOMER'S SIGNATURE Florida Building Code Online Page 1 of 2 ��y�h 4 'i' Y��� t��~�,�}�y .. � art Y ®CIS Homo 1.091n UwA-9- - HotTopks StOMSumforge Slats &Farts Pealcepors FOCStaff 8=Sate Map Lkft Smch Product Approval USER: waft User Product AwmM Menu > Product ar Aoelicatian Searct, N Apr9fCatiOn Llst > Appllotloe DOW FL. # F1389-R3 ` Application Type Revision r .2 . Code Version 2007 . . . . . . . . . . . . . . . . Application Sham Approved .......... Comments I"- WIN, k4 YOUN-11'. Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfL-eley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.corn Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report -.Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, 3r. P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Ir. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 C01 Dwn No. 08-227 Certification of Indeoendence.odf Referenced Standard and Year (of Standard) Year ASTM E-1886 2002 ASTM E-1996 2002 'ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 Date Submitted 11103/2010 Date Validated 11/08/2010. Date Pending FBC Approval 11/10/2010 Date Approved 12/07/2010 .�_A Florida Building Code Online Page 2 o ;Summary of Products -•-------�.--.—__.------ •— -._ .. Model Number or Name 89.1 Bertha HV Accordion Shutter -Blade i Extruded alumm inuInterlocIft blades retained by tracks (top and Non-FNh¢ Drag d08-227 ottom for storm protection walla of Use Zrastonaticm zomuetlorm Approved for use In HVHZ: No ' R 389 R3 II Drawing No. 08-227 Revised.odf Approved for use outside HVHm Yes Verified By: American Test tab of South Florida Inc Impact Resit Yes Created by independent Third Party: Yes Design Pressure) WA lEvaluation Reporffi art Large missile level "IY max. span Is 16'-0" for 30.0 p.s.f (for FL 89 R3 AE Dwo No. 08-227 Product Evaluaron Revort.odf ebtcaI and opposing centerrnates). See sheet 9 of 14 of Created by Independent Third Party: Yes ation drawings for other spans and pres<,vres. This product ot be Installed within High VelocRy Hurricane Zone as defined ffil tion 1609 of the Florida LWkft Code. Back Reid Dayer tOCIMOMWAnUfts /Arrldrau9dp tadrCWlea CodaandSbndrrda 25M SlwuordOak MAW" Tafthams MWO32399-2100 MO) 467-2824, For (a5D) 4144436 m 2000.2010 Tha Sbft of Florida A0 r101ks reserved. Pavan seseanrnr I I AcassWtv Smtemem 12II2io Sofigm I Cusbomer Sw4fas SLrjw I Comm s; Product Approval A —VW 0®ITRm 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA- BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 339E INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEL.DS COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 5063—TB ALLOY AND TEMPER, WITH Fy - 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR A1SI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10. 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY 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 EDGES WHICH REMAIN, THRU • FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE W WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W�OR ALTERNATE LOCK MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS Cq�!DITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK Vj , OR AN EGRESS H.V. LOCK (W SHALL BE USED. 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. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. P.E. SIAL/$U NATURE/DATE 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) 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 THE ENGINEER OF RECORD (E.O.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 SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. IL E�Or;N�. TILLIT TESTING & ENGINEERING COMPANY 6M N.W. 366s SL, V.. 366. VNGM GWOENS. n0ftA 33 PhD" : (305)671-1530 . Fc.: (305)871-1531 .—Ma: uN6coafti.c ri EB-0006710 WALTER A 71LLIr ,, P.E. FLOMA Lic. / 44167 AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8360 ® 2009 EASTERN METAL SUPPLY, INC BERTHA HV TM Accordion Shutter System OD WINI I/a/ab DATE: 09/05/08 z GENERAL. 0/27/1 DRAWING No 3 08-227 14 7" OA HV BLADE J! 1 COVERED UNDER US PATENT # 5458179 (J)HD 2" (Max.) B/O HEADER/SILL tf 2 3.226" h .a6s" M1 4 97" OH HV ADJ. ADAPTER W f LIP 17" N •,9 670 •o,S OB HV CEILING HEADER j 1 34W 67 ' .226" g • -- 0. ' .7 6' OI HV ADJ. TRACK .250" Y°� .918• TYP. on 3.000' X. 2" Max. DIRECT OO 3" FLOOR ANGLE 4.5 0" 2. 5' rQ S _ Y pm .062" - N' © HV CENTERMATE A 1 (SELF MATING) 12�" 1 ®B.O. WALL ANGLE" OJ HV WALK —OVER TRACK x Y t If,' 1' 0.062" 1' 2" 0.062" 2' 2" 0.062' 2" 3' 0.062" 0.062" 2- 3' 0.062" ®SIDE ANGLE TILLIT TESTING # ENGINEERING COMPANY 1,✓//'L/ iY 0- 0353 N.N. 3SIR 51, Sb. 3". MRGM GNWM. ROFMt 33 T7 : (3 . Fox Phone : (305)871-133fax 05)071 -1331 ox . EB-0006719 WADER A T1LLJf Jr. RE P.E. SEAL/:SIGNATURE/DATE nan>oA W. 1 `4167 3" 09J' �670 3s 9• OHD GEILNG H eD�g/SILL #-2 1 1' 1. 00" k. OK HV soyia0• STARTER MJWK016121 AKINUIAXEM" x Y t Y 2" 0.125' 3" 3" 0.090" SOCORNER POST An&S.A. AmeNcan Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 m 2009 EASTERN 11ETAL SUPPLY, M. BERTHA HV TM Accordion Shutter Sy DRAWING No 08-22% © LOCKING ROD (SEE NOTES ON SHEET 4) 9sxS. (2 YrP.) 3 .0-16 ACETAL THumliSCREWS #1 LONG WHEEL J3 NYLON CESSED ASSEMBLY T WASHER NYLON BUSHING. t j AT EVERY OTHER /14x2 3/4' H.V. KNUCKLE ACCORDION PIN W/ 08 HEAD r z n 02 SHORT F a #14x2 3/4' H.V. RECESSED Q4 ACCORDION PIN NYLON n <a W/ �8 HEAD BUSHING. N 4 — " 13 NYLON E HAT WASHER ACCORDION ACCORDION PIN PIN .315"0 S" 870'z3/I6' 0.188"o AISI THICK NYLON I 302 SERIES S.S. WHEEL RNETS ! o _m IRt VIBUSHING 1 LONG ED E( BUSHWYLONG ® H.V. LOCK/ EGRESS H.V. LOCK ACCORDION B1 ADE ACCORDION 5- (SEE NOTES ON SHEET 4) PIN I I I 8PIN E ! I I .250' O.D.F,g 4�FF • ! ' I BLADE o<Z PLASM aCTO �1 LONG RECESSED Ny jt LONGIV.j SCREyy NYLON BUSHING. RECESSED NYLON BUaz5• AFTER RIVEnNo TYPICAL SHUTTER ASSEMBLYBEFORE RIVETINGSCALE: 3/8" = 1" 1 Z4.0-20 x 3/4" 1 �4�-20 RIVNUTe 00324" 114x2 3/4" HV$14x2 3/AccoROloN PIN ACCORDI W/ /8 HEAD W/ #8 HEAD ; TY �' ® ALTERNATE LOCK (TO HV LOCK lA)) Q (SEE NOTES ON SHEET 4) I I *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) t ! LARGE FLANGE THIN SHEET NUTSERT, PART 0820. AS MANUFACTURED BY WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT AVDEL CHERRY TEKTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. N.T.S. N.T.S. FLORIDA BUILDING CODE Non N• h VelOCIty Hurricane Zo1 7 ; 02009 EASTERN METAL SUPPLY, INC. _ IL E C O m�. A S S A BERTHA HV TM ' ■ ■ ■ ■ Accordion Shutter System. TIWT TESTING AL ENGINEERING COMPANY AmeHaan ShuHer Syetema VESCRI'm DA7 Dmw. bl. F.P. &M N.M. 3M. V- St.. 3M W MA �Af DM n0allh 331 Aeaoctaitona Inc. I a9as-tw .Nara. DATE: 09/OS/a (305)871-15w . Fox : (305)871-1531 4268 Westroads Drive 2 DRAWING No .-"xrt 1phca0ad.cem • - 03-OW6719 West Palm Beach, FL 33407 08-227 whoa lA. nwT/ Jr."18P Ph: (877)999-2772 FAX: (561)209-8380 3 P.E. SEAL/SIGNATURE/DATE 5 3 SHEET 14 1. MANDATORY CONDITION it: ONE HV LOCK(3 SHALL BE USED FOR ANY SPAN -AND INSTALLATIONS AT ANY ELEVATION. HV LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q) OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION r 1, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES (9 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED'ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION {2: LOCKING RODS (g) ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 92. ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. ALTERNATE TO MIA DATORY CONDITION #1 VALID ONLY FOR SYMMETRICAL CDMMATES! ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERRATE LOCK A MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/440-20x3/4" S.S. THUMBSCREW TO (D OR IB CENTERMATES SHALL BE MADE IN/ 1/4"0-200/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. P.E. SEAL/S40ATURE/DA 0 nLL af� W a= NFc� 12 Hs ♦Ooa®•O TILUT TESTING & ENGINEERING COMPANY 8355 IM 3eh St. SIC 303. %MM M GNtDr % ROR M 35 Pha : (305)871-1530 . F- : (305)871-1531 anon: OR"to0ool.— E9-ON6719 WALTER A. TILLfr Jr. P.E. FLORIDA Lk. / ♦4167 A.S.S.A. Amerioan Shufter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 OF CORNER CENTERMATE ® 2009 EASTERN METAL SUPPLY. INC. IBERTHA HV TM I Accordion Shutter System DRAWING No 08-227 POU OR WAL EXISTING M 1t � N tI ' � V/ E .. - EO Ea G 1' Min. 1/4'•-20x3/4' S.S. PMWPS POURED CONCRETE CREPE ANCHORS TRUSS HFM MACHINE SCREWS OR CONCRETE BLOCK (SEE SCHEDULE ON USINC 1/4--20 NUTS O 12' O.C. WALL REWIRED SHEET 10) ® WALL MOUNTING INSTALLATION INSTALLATION DETAILS IL E C O �N�. •�� TIwT TESTING At ENGINEERING COMPANY Z / (3 630 N.W. W t St.. St.. 305. MRGM WDEN9. FLatlDA 33 . Phon• : (305)871-1530 . Fox : (305)871-1531 •-mail• tilt— w.— ' EB-OW6719 WALTEA A. TI LF Jr. P.E. P.E. SEAL/SIGNATURE/DATE F""60" Lk- u167 A.S.S.A. American Shutter Syeterrte Aaaoclaflon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)2P9-8380 NOTE FOR COYBMTION OF SECTIONS- 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • E. 0. - EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) CODE (bon High Velocity hurricane Zon ® 2009 EASTERN METAL SUPPLY, INC. BERTHA HV Th1 Accordion Shutter System DRAWING No 08--227 1' MIN. SEPARATION TO CLASS [fillzM1 . .. -jMIN SEPARATION I To GLASS ExlsnNc r 0- CONCRETE REQUIRED kdE.LY SHEET 3 FOR TYPICAL SHURER MIN. SEPARATION iA NnNG SECTIONS CAN BE COMBINED TO GLASS WAY T I SUIT ANY INSTALLATION. E. D. - EDGE DISTANCE (SEE NOTES h SCHEDULE ON SHEET 11) I � J I EDGE OF SLAB IF RFwRED LnAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUN11NO INSTALLATION : , I 1 • I � I r, f14x3/4• S.S. HEX HEAD TEK SCREWS O 9' O.C. OR 1/4.0-20 S.S. M.S. W/ NUT O 9' O.C. '/10x3/4• HEX WASHER }HEAD TEK SCREWS O 12. 01. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) _E OFSM IF t eKiff,. APPUCABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT E. D. OR ENTRANCE i CONCRETE ANCHORS (SEE SCHEDULE OONNI SHEET 11) Z// / /1 EDGE OF POURED) CONCRETE REQUIRED D.* (2) FLOOR MOUNTING INSTALLATION t % FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA GUILE YI ILI E C 37.. A.S.S.A. TILUT TESTING # ENGINEERING COMPANY American Shutter Systems . %/ y /p W. 6,S W.W.Phi Association, Inc. �)8fi1- 5M . rox :CMOEI1S.TiLIXRN73Jt -.I: ume004N.— 4268 Westroods Drive EB-0006719 West Palm Beach, FL 33407 P.E. SEAL/SIGNATURE/DATE WALTER A. TOUT Jr. P.E. R"MA 16. f f4167 Ph: 877 ) ( )999-2772 FAX: (561 209-8380 ® 2009 EASTERN METAL SUPPLY, INC. BERTHA HV Th1 Accordion Shutter Systen DESCWtW DA_N Onam br. FP. ao ro ,e VmM I DATE: 09/05/0 DRAWING No 08-227 OUT I N * SEE NOTES T L & Oil 4LOCX8© i--EXwnNc caSs rwo amaure Lout SEE END WALL -CONNECTIOI $ OR©OROOR EXISTING class DETAILS ON SHEETS 8 dt 1 OOROOR (6063-TO ALM i 1/2, OPPOSING S`(+ METRICAL T TES (TOP/60TTOM) k 11ac3/4• S.M.S. O 12• i• MIN, 1a,:1/r S.us. ro 1u6E 6 c. Fuu. LENCNr. sEaaRAnoN AT EACH xrcLE.ltm�l K I =I IN �# l! 7 TO GLASS ■�jiL::_: © O a © O•.O j©7 irO SECMQN-U AT CORNER 0�0 ON 1�. O O ;!-Mao- - tJ ® OUT w- GR SECTION 12,ST,NG GLASS l------------=------------L------- -SYMMETRICAL InFoRnH<J—)OR oR©OROOR TIN 11 MIN. CwPARATION W� rnJ TO GLASSO �• �- � " IL E C O �N�. —"*— — —" TILLIT TESTING & ENGINEERING COMPANY 5335 N.M. 361R St. SW 305, NASHA GUMM 110IEM 33 —T—{ Phon.: (305)871-1530 Pa.: (395)071-1031 .-moo: 11W.O ad.cem ES-0005719 WN.TER A. TROT 41. P.E. P.E. SEAL/SIGNATURE/DATE ROTaoA Lie. 1 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REWREO OUT I 6 1/2• MAX. SLACK I LZ SECTION 12 AT SLACK DETAIL (IF APPLICABLE) A.S.S.A. American Shutter Systems AssoGlatlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ® 2WO EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter Sv DRAWING No 08-227 POURED QQN��E OR POURED CONCRETE OR CONCRETE POURER CONCRETE RED CONCRETE CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQWRED BLOCK WALL REQUIRED BLOCK REOUII REQUIRED EXISTING CLASS EXISTING GLASS CONCRETE ANCHOR O I6' D.C. �DOSRNG CLASS -7 � _ _ 2' MIN EXISTING CLASS Z 2' MIN. A 1' MIN. 1' T ZEQ EQ I. SEPARATION 1/16'x3' MAX. (8063-TB) SEPARATION TO GLASS 1' MIN. STOP C.IASS+ t• 1,fIN, TO CLASS CONT. ALUM. CLOSER PLATE. (LOCATE AT ER 1/2' SEPARATION TO GLASS (LOCATE AT SIDE OF(q) 1/2' T— E SIDE O� K) MIN ` *USE 1 OR 2' M. I ( (AS APP Yx1/B'x0'-2' 1/2' MIN. ALUMI CUP ANGLE 110xl/2' S.M.S. I - -_ - — - (6063-T ALLOY) AT MIDHEIGHT ( ----- 11px1/2'S.M.S. -------- O 16' O.0 ----- ` W/(11 1/2' S.M.S. O 16' O.0 TO©k 2)1/4'0 TAPCONS ANCHOR TO WALL AT 1' O.C. ' (LOCATE T EITHER SIDE OF©) SEE DETAIL X FO SIDE CONNECTION SEE DETAIL X FOR SIDE CONNECTION TO TRACKS SEE DETAIL % F TO TRACKS OR©OR®OR® SIDE CONNECTWN OR OR OR OR©OR®R® O OR(C)OR(E)OR OR®+QORQ TO OR© ® Q OR®+©ORQ OR®+OORQ END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q END CONNECTION DETAIL 3 END CONNECTION DETAIL ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR POURED CONCRETE OR CONCRETE WALL ^"`•—� CONCRETE BLOCK WALL 2 REQUIRED EXSTING GLASSrCONC�ETE BLOCK REQUIRED EXISTING GLASS O R� �]I OR®+OORQ +(I) 1" MIN. .S. 1' MIN. A • ' SEPARATION E RATIO .0 SEPARATION TO GLASS 1/2' MIN. Y_ -------- ____ ------ ---- CONCRETE - 12' D.C. _-___------- -_--- - ANCHOR Q - (2)1 4x1 3/4' O 16' _ O.C. 1/2 MIN. _CHE W PIN. (2)114x1 3�4' _-_ ---MRSF1V _ 1 2_ MN. _ IN. 2' IN. I V MIN. �©0R®�® . ORO+QORQ VIEW' Y oR �ORIDOR®OR FU DETAIL X ©OR®OR® END CONNECTION DETAIL © END CONNECTION DETAIL 50 oR®+QI oRQ OR®+QORQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zoi ® 2009 EASTERN METAL SUPPLY, INC. -- BERTHA W TM ld �M�. A■S■S■A■ Accordion Shutter System TILLIT TESTING do ENGINEERING COMPANY American Shutter Syeteme qEV. Nol DESCRPigN I DAn I D- . F.P. am N.W. 35th. St, St. 303. MR.Dm1 cAMM. Rnwa 331 Association. Inc. I WA a-IW ./. DATE: 09 05/0, Phan.: (306)871-1530 . F..: (305)871-1531 .-ma: ul.coo.oLwm 4268 Westroads Drive 2 DRAWING No _ EB-0008719 West Palm Beach, FL 33407 08-227 W TLUT utsi Ph: (877)999-2772 FAX: (561)209-8380 4 P.E. SEAL/SIGNATURE/DATE Ix // , SHEET as MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. 'ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXMIM OEM LOAD (1•) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING Li M I L-W L+ L- 30 OR LES IV-0' I IW-r I6-0 16-o' 35 14'-10' I IV-10• IV-2' 40 13'-1' - IS-4' 14'-3- 55 11'-10' tt'-10' 12'-1' 60 11'- V 11'-4' l l'-7' 12•-4- 65 10'-10' 10•-10' 11'-1' I V-11. 70 10-8- t0'-6- 107-9' 11-5' 75 10'-1' 10'-1' 10'-4- 11'-1' 80 9'-10' 9'-f0' IV-0' 10,-9. 85 9-6' 9-6- 9'-9' IV-5' 90 9'-3' W-3' 9'-S' 10'-1' 95 W-0' 8'-9' 9 -2- 9'-10' 100 8'-9' B'-4' 9'-O' 9'-7' 105 8'-7' 7'-11' 8'-9' V-4' 110 W-4' r-7' 8'-r 9'-2' 115 8'-2' 7'-3' 8'-4' W-11' 120 W-0' W-11' 8 -2' W-9' 125 r-1o' W-8' 8'-V 8'-5' 130 7'-8' W-5' 7'-10' W-1' 135 7'-7' 6'-V 7'-9' r-9' 140 7'-5• 5'-11• 7'-7' 7'-G' 145 T-3' S W 7'-S' r-r 150 7'-2' 5'-7' 7'-4' 7'-W 165 7'-0' W-5' 7'-r W-9' 160 6'-11" S'-2' V-i' 6'-7- 165 6-10' b'-1• r-0' 1 6'-4' 1.70 6'-0' 1 4'-11' W-11' I 6'-r 175 6'-7- 4'-9' 8'-0' G'-O' 180 e'-8' 4'-8' 6'-a- 5'-10' 185 6'-5' 4'-8' 6'-7' S'-8' 190 8'-4- 4'-5- 6'-6' W-6' 195 8'-3' 4'-3• W-5' W-5' 200 8'-2' 4'-2- 6'-4' 205 MAXIMUM SHUTTER SPAN "L+" OR "L-' (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS 1K (SEE NOTE t) WAXRWM DE9WR LOW 0-1.) (+ OR -) IFLOO/CEILNG CONCRETE & WOOD INSfALLATIONS A WALL MOUNTING & MOUNTING L+ L- 30 35 IV-110' 14'-10' 40 13'-10' 13'-10' 50 12'-5' 12'-5' 55 11'-10' 70' 60 11'-4' 11'-4' 65 10'-10' 10'-10' 70 10'-6' 10'-V 75 10'-1' 10'-l' 80 9-10' 9'-10' 85 9'-6' 9'-G. 90 9'-3' W-3' 95 9'-0' 8'-9' 100 81-9' 8'-4' 105 8'-7' r-n' 110 8'=4- 7'-7' 115 8" 2' 7'-3- 120 8'-b- 8-11' 125 7'-�10' W-8' 130 7'=8' 6'-5' 135 7'-7- 6'-2' 140 7'=5' 145 7'-3' 150 7'-2• 5'-7' 155 7'-0' 5'-5' 160 W-11' 5'-2' 165 6'-t0' 5'-1' 170 W-9' 4'-11' 175 W-7' 4'-9' 180 8'-6- 4'-B' 185 6'-S' 4'-6' 190 B'-4• V-5' 195 6'-r V-3' 200 8'-2' -4'-2' 205 e' P.E. INSTALLATION LEGEND CONCRETE & ND MANSORY WALL 1. 2, 3 1W, 2W, 3W. MOUNTING & 4 4W, 5W & 6W FLOOR/CEILING 5. 6. 7 8W. 9W & MOUNTING & 8 low AMAXIMUM SHUTTER SPAN 'L+' ON'L ' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 pif. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 04, SHEET 4 OF 14 /7T1 L E C O �N,. TILLIT TESTING & ENGINEERING COMPANY a= RR. 30M SL. SIs. 3033, VIR00M GAROU4, FLORIN 33 Phwr : (305)571-1530 . Fos : (305)571-1631 •--i: tnt.co0ool.— EB-0006719 WALTS A. TIWT Jr. P.E FLORIDA Lie. / 44157 • NOTES: (1) LL+: AXIMUMESNLALL WABLE SPAN FOR A GIVEN POSITINL-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPIN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GWEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD. DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+ AND 'L-'. PROCEDURE 0TR TODETERMINE MOUNTINGSMUM SPAN FORCOMBNAIONSINBETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD. DETERMINE LL+MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+:s MAX. SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE. Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEDING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+', "L2+', 1I AND 'L2= (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 0 20M E*nffl METAL SUPPLY. INC. BERTHA HV Tm Accordion Shutter Sti DRAWING No 08-227 c.1 I .. . a:: ve `.h. aV 1a: qua. 1,.,�: CEILING MOUNTING 5 1 FLOOR MOUNTING 6 1 FLOOR MOUNTING 7 1 FLOOR MOUNTING 8 mmmnnovom®mvonnnmmmon000®mm®®mmv ' � mmm0000na®mnnolnnmmmonvoa®®®m�nnm mmmnn000 m®¢>toonnn mmmvavoo I®iF]®m®m®o mmmn000r� mmmonnno mmmvonoo ®®®m®I�70137 ®mmmn0000®mmvonnnmmmoovoo®®®®ammo mmmovoomm®mononomm0oon©ems®m®mnn©® mmm000Of� �®m000O00mmOR70O®®®f®®�mm0 m®moovnn a>tmmonomn ®®®moolvo BnmE3 LN mFREM nmmmnnovm®m®®m®on �mmmononn mm000�Om m®[000000IOmmOmOm©®®�]mOmOa mmmoonnm m®mnnnnn mmmonnm� ®®®laolama , mmmoommo �®monvvv mma�000®©[�m�om©o© mmw LEEN" sn®13nonnn©1DEM m®®®m"MMM 'mmmmvoo©m®mnnnanrnmommooa®®nvonoa mmmnomo�m®mlonnon®mmonvoa®®mnmv�a m mmmoEsomo ®mmoTa�voa mmm00000m®mvvommmnmmv®®m®mvono on.....an �mmm000mm mmnmommammmonnnnm�v®m®aa®mm©®©aa mmmnmooa m®Ilnonnnn mmovmmaa ®®momvaa mmmnmmoa m®molonlva mmovomoa ®®I.T..70m00a mm13 KEEN a>,mEN rx ammmom KNEES a®"E9 MIma 'mmnmmovaa®monnna�movv©aa®onmvvaa mmmomoaa mI®�DODIDa mmovmoaa ®mmvv�aa ID®mvvoaa mmamovaa ®antavomvv mmmnm®aaa®mnnnaammovmoaa®mmmmova �mmmnmvaa mmv®©e�aam®monnvamom®maaannvomaaa mmmvooaam®monoaam�omnmoo®mmamaaa mmvoomaa®®m000aammom®maa®mmv®mi�aa mmmomvaala®UM IM[A ®1D "EMM o®movomaa mmm©vvaaa®monnaam®vo©aaasav®m©aaa m®novnaamamonnasai�movvoasa®nn©vaaly mmomovaa m®monnav 0mmvoaa®®mnovvaa m®ODOmaa m®�OODaa IOfmO®®®aaa ®momC�oaa 'moomo©aam®mnonaano®m©aae;.00vm©ova [a�ommolaam®monnva�mmm�aaamlomvaaaa m®mnnaaa ®ov®oaaa�mmm®aaa mmIIIEN la®139AKE la mll o aA®mm©v©aa �ml�movaaa momnmaaam®mnnoaaooly©aaaaonnvaaaa mmmooaaa mI®IIL•11FI•oaa0 �011©vaaa®mmvvaaa�a m�ommaaam®mvvaaammm®maaa�vovmaaa 11131E aam®monaaamoo®oaaamm"Mm©aa 'mm©ooaaa®®0vvaaa®I:no©aaaavomvaaaa movmoaaa m®m�onaaa oE3ovvaaaa I010®�aaaa Iln®mvaaaa �mallaaaaa m®ovvaaa �mmmvaaaa m�v©aaaam®a�naaaammr:�maaaa�n©amaaa avmmaaaam®mvaaaavoo©aaaalanaaaaaa mommaaaam®mvoaoaom®aaaaa ml�oaaaaa muuvaaaa mm Iaalvaaa mllr�r.�aaaaaa ovr:v©©aaa ,Immmaaaaam®maaaaa�v©aaaaamm©v©aaa omlr>,aaaaam®maaaaamovaaaaanmvaaaaa �vlvaaaaa mI©[vo�aaaa mnoaaaaa nonaaaaa �ca>tmaaaaam®maaeaaaammoaaaaramomaaao �lmlvaaaaam®maaaaammvaaaaamomml©aaa 000aaaaam®maaaaav®©aaaaavmvaaaao moaaaaaam®maooaanea,oaaaao mm�aaoao TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLD -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO DOSING POURED CONCRETE (Min. re - 3 kd) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDER. (Min. Ire - 3 fml)) 1/4'/ x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. re - 3 lad) - 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTE14ERS DIRECT, INC. (Min. fC - 2 kal) . BOLT & SPECIAL COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTERAS MANUFACTURED BY POWERS FASTENERS. INC.. A14D DISTRIBUTED BY ALL FiXNTSR EWSYSTEMS AASSOCIATION INC. (Min. fC-3W NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'9 x 3/4' ALL POINTS SCUD -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED STALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WADS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (8) TO EXISTING CONCRETE BLOCK, OSTM ) - 1/4 0 TAPCON OR TAPOON WITH ADVANCEDC-WTHREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDEX. - 1/4'0 x 3/4• ALL POINTS SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, NC. - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL PINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMEKAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCGN, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. 9.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE -EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND STUD WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. ' .FOG- DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EWE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REI= ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACNO INDICATED FOR EACH ANCHOR TYPE FIYCTOR ACTUAL EDGE DI TAPCON THREADFORM ALL POINT SOLD SET BLUE TAP W/ GIP SPACING NIN�S ER + ED. MN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2• MN. SPACING - 3' 3 3/4-POUR 4' CONCRETE OCK& pIAND E oCtclia ;28 �COONNNCCRETE3BLLOCK&PUUWLYN5 CGS -BUCK& Pam OWCAM �H�=2am 3' 1.0 0.90 1.0 0.78 1.0 0.64 1.0 21/Y - 0.51 1.0 - - 0.67 1.0 2' - 0.71 - - - 0.51 - 1 3/4' . - ,�,ao - - - 0.43 - 1127 oas O.3s IL ECO �N�. TILLIT TESTING & ENGINEERING COMPANY a336 N.W. 361h. St. S4. 305. %U MA G90U % FL6RDA 33 Phan.: (3051871-1530 . Fox : (305)871-1531 e-mail: Ullec~.com EB-0006719 WALTER A -TILT Jr. P.E. FLORIDA Lk. 1 44167 A.S.S.A. American Shutter Systems Association, InC. 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 Ph: (877)999-2772 FAX: (561)209-8380 , ® 2009 EASTERN METAL SUPPLY, INC. BERTHA W TM Accordion Shutter Sv = a1-Ile DRAWING No 08-227 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER TER SPAN NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) !S3 U B � -T F=;Z .-n-,T E SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. COX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS 1 W2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 2W3W & 6W 1 W, , CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W L WALMOUNTINGS & 5IN, NEGATIVE DESIGN LOAD (p■Q NEGATIVE DESIGN LOAD (pef) NEGATIVE DESIGN LOAD (p4 NEGATIVE DESIGN LOAD W NEGATWE DESIGN LOAD (p•f) NEGATIVE DESIGN LOAD (ps1) NEGATIVE DESIGN LOAD Wo 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 60 75 90 105 30 40 160175 90 105 30140 60 75 90 105 '-0' OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-01 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 9 8 8 6 6 14.513.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 .5 3 2.5 12 [10 10 9 8 7 6 5.513.513 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 7 3 - 5 4 2.5 2 -- 6 5 4 4-- 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 3 - 5.5 4 2.5 2 2 - 12 10 4 - - 4.5 3 2 - - - 6 5 4 - 1- 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - I o'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - 6 5 - - - - I V-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - -12 10 - - - - 3 2 - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - -12 10 - - - - 3.5 2.5 - - - - 12 7 - 2.5 2 - - - - 6 414'-0` 12 10 - - - - 4 3 - - - - 12 7 "- - - - 3 2 - - - - 12 5 - 2.5 2 - - - 615'-0' 12 - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - iM 2 - 616'-0" 12 -3 - - - - - 12 - - - - - 2.5 - - - - 11 - - 2 - - - - - 6 - - - 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON 1wR1 ADVANCED THRFADFORM TECHNOLOGY ANCHORS. AS 14 4LIFACTURED BY I.T.W. BUILDER W/ M7LMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 h 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CERCIG SHALL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG 9CREIYS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL •OONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH YV/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-OZ6 (N.O.S.) -RIM 1/2' COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE MSMALLEO FOLLOWING ALL OF THE REDOMMENDARONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ® 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM V E C O 1 M A■ &-S ■A■ Accordion Shutter Sy TIWT TESTING & ENGINEERING COMPANY AmeNCan Shutter Syatema ' N, CESCRPTION I DA7L acm br. F.P./ :268 WAeeoclation, Inc. 1 •'" "• •/w/a DATE: 09 sass lnu. . os. xapaImFNs. xNwut /os/a Pl+enMw.■x: (30a)a71.sN. F•■9u :A(30e)e71-1531FILI 4estroads Drive 2 DRAWING *w'00N "'"' "w""� :o/n/Lc WING No .-"wa: aUn.co�aoLcom 1xl+rAbrowl Trel■raovY WALTERA 0057719TUTT P.E.West Palm Beach. FL 33407 s O$-`22% FLORIDA Ul (f N167 Ph: (877)999-2772 FAX: (561)209-8380 4 nHE.� P.E. SEAL/SIGNATURE/DATE L.LFINISH INSTALLATION DETAILS ON EXISTING WOOD DUILDINGS 1/4'0 TAPCON OR •TAPCON WITH ADVANCED 1/4'0 TAPCON OR THREADFORM TECHNOLOGY W/ 1 1/2' M- PENETRATION TAPCON WITH ADVANCED OF 7NREADED AREA TO THREADFORM TECHNOLOGY EXISTING WOOD HEADER. I - W 1 1 2' Min. PENETRATION (SEE SCHEDULE ON SHEET 16) O� THREADED AREA TO EXISTING WOOD HEADER F OR © (SEE SCHEDULE ON SHEET 18) 1/4'4-2Gx3/4' S.S. MACHINE 1' MIN. SEPARATION_ SCREWS W/ 1/4'-20 NUTS TO GLASS 7 1 • O 12' O.C. Q EXISTINGmin 1 yy GLASS --I U I I w I ._ E NIII ETr.---1111-- FINISH : WOOD MIN. (}( 1 2'x4' 1 HEADER REQUIRED EXISTINGI I I MIN. SEPARATION TO GLASS 1 t© WALL CONNECTION AT TOP EXISTING NG GIIISS� 1 MIN. 2'z4' CONT. TO WOOD PLATE REQ mT1 i— N I lu1 i (uJ�� EXISTING MIN. 2'z4' WOOD HEADER REQUIRED 1 I .GSTM �_I• MIN. sEPARAnoN GUISS--I TO GLASS 2© WALL CONNECTION AT TOP 1 �J EXISTING 1 1' MIN. SEPAIRI GLASS- — , TO GLASS _00R© 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY W 1 1//2' MIA. PENETRATION VA o� TNREADED AREA O MIDWIDTH OF WOOD PLATE. 2'x4' CONT. SILL (SEE SCHEDULE ON SHEET 16) PLATE REO'D. ®WALL CONNECTION AT BOTTOM I 1 MIN. SEPARATION • TO GLASS EXISTING CLASS--1 1 I 1 I 1 ML7 11k I -SE: 1-SEE SNf:T7 3 FOR TYPICAL SHURER ASSEMBLY. 2-MOUNTWG SECTIONS CAN BE COMBINED IN ANY WAY TO SLIT ANY 815TALLATION. 2'z4' 1"1/4.�T... WOOD PLATEOIL©REQ'D. L R WITH ADVANCED X10C 1 4'�-20x3/4' S.S. MACHINE SCREWS W/ 1/4'-20 NUTS \ 1MITI.TAPCON 1/4'•-20x3/4' SS. MACHME THRFJIDFORM TECHNOLOGY W/ 1/2' Min. PENGrtU110N OF O12' O.C. Yx4' CONE. 1/4'0 TAPCON OR SCREWS USING 1/4'-20 NUTS O 12" O.C. WITH ADVANCED THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 18) 1/2' MIN. COX 1'0 TAPCOH OflREQ;D.THREADFORM ON VATH ADVANCED THREADFORM TECHNOLOGY TEON TECHNOLOGY ( EfRATION 1/2' MIN. COX PLYWOOD RfiO'D. PLYWOOD REO'D• W/ 1/2' Min. PENETRATION OF OF THREADED AREA MIOWH)TH OF WOOD PLATE. STING MIN. 2'x4' STUDS O 16' D.C. MAX REID. PLYWOOD TO BE WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 6W WALL CONNECTION AT BOTTOM © WALL CONNECTION AT BOTTOM ® WALL CONNECTION AT BOTTOM SCALE: 3/8'=1' FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ' 02009 EASTERN METAL SUPPLY, INC. (L E C O =N�. A■S.S-■A■ BERTHA Accordion Shutter HV TM System c '; i°dl O W TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems ' N. 1 DER O °t"°' DAB �'n • fiP- DATE: A•./! _ 6M N.V. 360, R w. 30% VOMM GARWrN nWQh 33164 Association, Inc. •/°T/°• 09/Os/08 Phone : (305)871-15" . Fax: (305)571-1531 1n1•taeaa.00m 4268 Westroads Drive = TAPCON M1T11 ADVAHCm TNRFAOFOINN TrriVlOLOpY o/n/, DRAWING No / ' , ' •�� " Ee-00067+9 WALTER A TRilf Jr. P.E. West Palm Beach, FL 33407 3 0$-22% P.E. SFJIL�SIGNAiURE/GATE FLORMA.Uc. f "1B7 Ph: (877)999-2772 FAX: (561)209-8380 a SHEER 3 OF 14 / 0 E' 2' MIN. 4'X8' (MIn.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL (IF APPLICABLE) ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER EXISTING WOOD INSTALLATION. 1/2' 1/2' TRUSSES OR RAFTER 24' O.C. RED 1/4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING; THREADFORM TECHNOLOGY 3/4' Maw. THK. W/ 1 1 2 MITI. PENETRATION /140/4' S.u.S. O EO 1'X4'X1/a' CONE ALUM. TUBE OF THREADED AREA EXISTING WOOD BEAMO O 8' O.C. 1 _ (3)5 16'fOR (SEE SCHEDULE ON SHEET 16) E OR O LLAAOBSCTREWS TO F�H AT MIDWOTEE7fSUTGING W OD I n. OMINAL I OPEN HOLE AT EACH WI 1 2'WMin NPENETRATION I TO AOF I I THREADED AREA. VAUD FOR I 5/18 f LAG SCREW INSTALLATIONS WITH 72W MAX. EXISTING 1 AT CENTER OF TUBE. DESIGN LARD AND 9'-0' MAX. GLASS—i SPAN. THIS INSTALLATION IS ONLY I 1 VALID FOR WOOD W/ MIN. I I' MIN. SPECIFIC GRAVITY OF 0.50 AS SEPARATION DOUGLAS FIR OR SOUTHERN PINE 1 I EXISTING GLASS TO GLASS I ITO No. 2. OR EQUAL SEI" MIN RAIIi GLAS ' © HOLLOW CEILNG MOUNTING INSTAL 2k4' MIN. WOOD STUDS. (AS APPLICABLE) 1/4'/ TAPCON OR TAPCON 1VITF1 ADVANCED THREADFORM \\ 1 TECHNOLOGY RW BUILDEX WALL \ / ANCHORS O 6' O.C. FYdSH \ / 1 N. THREADED PEENETRATION�INTO STUDS OR L W/ MIN. 1/2' THREADED EXISTING G1A55� \\ r PENETRATION TO 1/2• COX �.._. PLYWOOD IF NO STUDS EXIST. 1IT M 1/2' MIN. COX SEPARATION a•D• g)DR O TO CLASS OR® 1 2' MIN. - — - +IOXI/2" S.M.S. O 16' O.0 \ ��R COR OR OORQ+(ED -� END CONNECTION DETAIL 1 W & AW LATION ® SOFFIT MOUNTING INSTALLATION 1/4'f TAPCON OR TAPCON WITH ADVANCED THREADFORM C1A55 JIIII III ' III IIIII1I IIII1Ii III I I 0 r 2`X. 4' MIN. . WOOD TECHNOLOGY ITW BUILD EX STUDS REO0ANCHORS W/ 1 1/2' MIN. I --SEPARATION CLASS THREADED PENETRATION MIN. EXISTING I To GLASS INTO STUDS O 12' D.C.cLASs\\l- -SEPARATION-TO GLASS rMWI 1' MIN. EPA . EXISTING RATION ALTERNATE TO GLASS ANCHOR EXISTING I 1/2 MIN I 2'X6' MIN. W000 I LOCATION5/e 1i JA/4'HEXDECK REWIRED 8a-31� HEAD TEK - — - 1 (NO FINISH 2'X6'AUN. WOOD DECK SCREWS O 12' O.C. ALLO) REQUIRED (NO FINISH ALLOWED) ® 2' MIN WED EDGE OF DECK EDGE OF DECK-)1� -- IF APPLICABLE IF APPLICABLE E.O. .O. — 2' MIN. DECK IF 1/4f TAPCON OR TAPCON WITH .—p• MM. 1/4'0 TAPCON OR TAPCON WITH APPLICABLE WALL ADVANCED THREWFORM TECHNOLOGY 2' MIN. (E)OR(I)OR IC)C OR FINISH ADVANCED TIiREADFORM TECHNOLOGY W/ 1/2` Min. PENETRATION OF NOTES W/ 1 2' Min. PENETRATION OF OROO�.® THREADED AREA INTO WOOD DECK. 1-SEE SHEET ) FOR TYPICAL SHUTTER ASSEMBLY THR D AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SCHEDULE ON SHEET 16) IN A"\' WAY TO SUIT ANY INSTALLATION. END 'CONNECTION DETAIL 9© pLOOR CONNECTION 5W �-� FLOOR CONNECTION SCALE: s/a' - 1. FLORIDA BUILDING CODE Non High Veloc4 Hurricane Zone • 0 2009 EASTERN METAL SUPPLY, INC. - I L E C O �I� S SfA HVTM' 44 N T:. ■ ■■ Accordion ccordion Shutter System TILLIT TESTING a: ENGINEERING COMPANY • _ �: //.�[ �• American Shutter Systems tLV. Hc °ESCRP11ON DATE D` .n : F.P.AA A I aa OLD r/ap DATE: 09/05/08 4�:' SM NAGFLORIDA xw. SL. Si,. 30, VW?=U PDINS, 57I PNana : (W5)871-1570•. I=' (305)e71-1551 Association, Inc. >f A •C t 2 TMR 0/27/I DRAWING No .-man: IReeaOaa.c 4268 Westroads Drive �" -•��'� C P •'. EB-OW8719 WALTER A TIl1lT Jr. P.E. West Palm Beach, FL 33407 �8,-227 S P.E. S'E L/SIGNAT(JRE/DATE FLORIDA Ua. / 44187 Ph: (877)999-2772 FAX: (561)209-6380 s SHEET 14 BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR GONPON NITS A CLADDING & c FJ FOR ASCE 7 02 PEAK ROOF HEIGHT LESS THAN OR EpuAL To Ion EFEr . BASIC WIND SPEED - 140 mph 04TECORY D BUILDINGS (1-1.00) RESIDENTIAL, APARTMENT BUALOMIGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SMALL ONLY HE USED FOR DIE DETERMIMWN Of-'POSRNE OR NECARW DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DEM M94WN OF-POSITNE OR AWCADVE PRESSURES FOR A GI*W OP£NNC OR OPENINGS OF A BUEDENG WHERE SAID OPENINGS ARE SURROUNDED BY PRESSURES MR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPDfMS ARE SURROUNDED BY OTNER LIDETWNGS LOCATED WAMN THE LOWEST 60 FEET OF BULOM AND WHICH ARE PROFEV AGAINST WIND OTHER OPENINGS LOCATED Wfl IN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROIECIED AGAWr BORNE OEBRI BY M&N OF AIWACT RESISTANT CLASS OR ADEO►MIC HURRICANE SHUTTERS #** WIND BORNE OEBRI BY MEAN OF IMPACT RESISTANT CLASS OR ADEQUATE HURRICANE SHUTTERS. *** PEAK HOOF' L� LLSS n14N 7=D' I" i7JEATER OR EOMR nUN 7=A' AND LESS am )t'-J• L-- GWAWR OR LOUAL DUN 12'-J' w L LISS 1NAN T-t' L- MWAIM OR EDIAAL 1NAN 7'-!' AND c L- DRUM RM I2-J' •- NDWIT ILSY MAN It =.1• 1h) MOM mmnw ID9/W mEa4m . I10Smw /MOAnw PMIWNL AOJA/W IDSNAY AMGAIAt InDGK /AIG4fff 0 - IS. 28.9 39.7 27,4 J5.5 25.6 J1.7 70 47.8 36.5 44.6 J4.6 40.7 > 15,-20• J1.4 42.0 29.8 39.5 27.8 34.4 41.2 51.9 39.6 4&4 J7.6 44.2 a 20=2J' JJ.5 44 31.7 41.1 28.6 Jt%6 4L0 SSJ 42.2 51.6 40.1 47.1 > �' JS.J J3.4 4J.5 31.2 58.6 46.J 58.5 44.5 S4.J 42.2 49.7 J8.3 51,J J6.J 47.0 J3.9 41.9 56.3 63.3 481 59.0 459 '9 > 40 40.8 54.6 J8.7 50.1 J6.1 44.7 53.6 67.4 Sf.S 52.9 4B9 87..5 > 430 57.5 40.7 52.7 J8,0 47.I 56.5 71.0 54.2 66.2 51.5 60.5 BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COAMPON NTS & CLADDING MA.F.� FOR ASCE 7 OT PEAK ROOF HEIGHT GREATER TWIN 60 FEET B451C WIND SPEED - 140 mph CATEGORY 11 BUILDINGS (l-1.00) RESIDL•NTHL, APARTMENT BUIILDINGS & COMAfERCLAL BUKDAVGS (RETAB, WHOLESALE) DESIGN LOADS MUCATED BELOW SHALL ONLY BE USED FOR IH£ DEIERMWABON OF POSIVW OR NEGAnW PRESSURES FOR A GIVEN OPENING OR OPENLNGS OF A BU)LONG WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WflM THE LOWEST 60 FEET OF BUXOM, AND WHICH ARE FROMCQ AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR AD£OWTE HURR/GWE SHUTIERS *** DEMN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE OEIERNAANflON OF POSIAYE OR NMnW PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUROING WHERE SAID OPENINGS ARE SURROUNDED BY ODLER MDANGS LOCATED MINN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS *** PEAK NEIONr L- LESS THAN fY-J' L- GREATER Oil LOWL THAN 12'-Y L� LESS THAN IY�T' L OREATLIA OR [DIME DLW /21-S' -ROOF (6) IDsmw NLWINL PO511W IRGADW posmw NLDAIW AOSIDvr IEAAR1i > 80' - 70' 41.1 73.4 J7.4 94.8 55.2 89.5 51.5 78,9 > 70' - 80' 42.7 78.J 38.8 67.3 S7,J 92.9 5J5 82,0 > W, - DO' 44.2 B1.0 40.2 69.6 59.1 96.E 55.J 64.8 > 90' - f00' 45.5 831 41.4 71.6 61.1 99.0 57.0 87.4 a 100' - 12O' 87.8 43.6 7&6 64.4 104.3 60L0 82.0 > 120' - 140 91.9 45.6 79.0 67.3 109.0 62.7 96.2 > 140' - 180 .1 95.4 47J 82.1 69.9 1113 65.2 99.9 a ISO, - ISO, 5J.8 98.7 40.6 84.9 72.3' 117.2 67.4 1O.LJ > tRD' - 200 101.7 50.4 87.5 74.5 120.7 69.5 106.5 > 200' - 250' 1 108.4 43.8 912 79.4 128.7 74.0 Ills > 250' - 300' 62.3 114.2 56.6 99.2 816 135.6 7d0 1116 > J00' - J50' 65.1 1114 59.2 102.6 1 87.4 141.7 81.5 125.0 > JSO' - 400 67.6 124.0 61.5 T6.6 90.8 147.2 84.7 129.8 > 4W' - �' 70,0 128.3 83.6 1 f0.J 959 152.2 87.6 IJ4.3 > 450' - 500-1 72.1 132.2 615 11.17 96.8 156.9 90.2 1J8,4 Am 1.) 1MS CD? M W 37WY[D AW SEALED MIA WAD SCNLDNL IYNPARM BY INS EiMWA, BISID ON ASCE T-O2. SM7M 6 SrAmmR MR A AISAC SWN V= Or 140 AENL AND APPLIG{WF APORMWE FAC10R5 r EIPOSURM 6 COMPLETELY Crmw ANO DOES TAT PROKOf MVRMWN IOR A SHE' SPLax ATaMCT. 2.) 00 AMID LOAD SCWDW MIST W SCA q SEDED AND 041ED Br INS 04WM F USED M OMAN A ONE ITV£ BtADNPQ PM#r. ,l) CONOMCIOR OR FBW HOLAW ro BE RFS CA ME FOR nE SE ECWN OF DESLWI MMO WDS MUD ON FM DOERIO WAD LOW SW/LOLAE. Q DO WO WAD SCNL W S SUL BE CON9MM MAW F ALTERED BY ANY AISM S) OEM MW LOADS SBEL'TED BY nE OOVDGCIDR OR FVWr NCLOM FMW INS KW LOAD SWDUL V LL DE' WICATED ON A S014 YE DOCNIDA IREAVHD Or IW COVERACIOR OR POW M DER (ap, SPRfA0S1EET, OPMW SOFAnX4F1&Mr LEG). h n 7011! *800211m ARSSbM COIZUVOLD TO THE AWMK 1 LID EAYE AND falkW LNE OWAPI M AND FOR ALL MW seo 3m a" HNOIN OR BAI/AMA SNM/TEAI jamr.. •* AVOOMIS W" BEAR A ODIM/Y OR A F.BC AFFMM 2004 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES, ASCE 7-02 / WIND LOAD SCHEDULES AS SNOAN SIORM A ARLS AMOROOV & S9140 SHU"M scAu WND LOAD SCHEDULE Jp0"1' SAW MAD sPBm- Ib rtyA AAPANY AM-05 R£ 'r llw.GeS) 02-061 w .Dx1 MawAV w' na. erarr rt An 4. g7�1A11 r NP