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HomeMy WebLinkAboutSUBMITTED PAPERSj PLANNING & DEVELOPMENT SERVICES DEPARTMENT ' BUILDING & CODE REGULATIONS DIVISION - --- 2300 Virginia Avenue SCAN(vE®. Fort Pierce, FL $4982 4. - --- - —7 BY 772-462-1553 St. Lucie -County C"- - APPLICATION FOR STORM SHUTTER PERMIT --= DATE• ��--7 =- — - - - _._ __. PERMIT NUMBER: LOCATION/SITE ADDRESS L;_1D�Y[INIBFR•Q��——tom FA i'-1 W-A 3. DESCRIPTION OF -PROJECT -OR WORK ACTIVITY' 4. TYPE OF STRUCTURE: " SFR __ ADDITION----.-- - _- -- _ -- =----OTHER 3 5. OWNER, INFORMATION 6• V --Name: - IM a�R - ��i� "-- -- " FL Reg/Celt #: Address: `pl Q g. ou�u•„ c c, �` (poi County Cert #• ZGG(r 1 Stater Business Name: Guy 4gYA ri &Lly, Situ. Zip: Phone: .. �91. ruazy- Phone number: Type of Surface attachment: Wood Frame Concrete 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 Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion L I 3eQ 2.3 Ts� ce.+ �� pr�,dcrlto •., Roll U Colonials Other �■J or,ni,i., nc, 11HDr1L1bu rUK I)L-rLKMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: S Sc'31• fQ FEES DUE: OWNER'S AFFIDAVIT: 1 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 zoning. i- lo•{ �ay bwii PRINT NAME OF OVNER OR CONTRACTOR/QUALIFIER SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF Sk L-. '4_ ACKNOWLEDGED BEFORE ME THIS _ —7-k DAY OF--.-' WHOfIS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION, / [E;a:t� KENNE MR. KING SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTAR TITLE: NOTARY PUBLIC LMYCOMMISSION#DD803187 COMMISSION NUMBER EXPIRES: November3, 2012SLCPDSD Revised 96/17R0100ondedThruNotaryPublicUnderw ters Property Appraiser - St.Lucie County,.TL Page 1 of 1 Vera Sue Flack Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 603 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Vera Sue Flack Address: 9960 S Ocean Dr Unit 603 Jensen Beach FL 34957 Sales Information Date Price Code 7/3/2001 100 01 7/3/2001 100 01 7/28/2000 235000 00 7/28/2000 100 01 3/1/1994 200000 01 11/1/1984 151500 00 COGR ,2 t0 eT1vU31� '35 39 53. p, 11' Exterior Features 3900 View: Ocean View ExtType: X092 - ThMiramarll Grade: X92B - MiramarllB StoryHght: 0010 -1 Story Interior Features PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print IFc�G'L ParceiiD: 4502-702-0023-000-5 �-- Account *: 122198 vQs : c•, Land Use: Condo IV City/Cnty: St'Lucie,Co nty',, Legal Description THE MIRAMAR II UNIT 603 (OR 1317-784: 1414-1814, 1815) Assessment 2010 Final Deed Book/Page 2010 Final: 252200 WD 1414/1815 Assessed: 205078 WD 1414 / 1814 Ag.Credit: 0 WD 1317 / 0784 Exempt: 50000 QC 1317 / 0782 Taxable: 155078 WD 0890 / 0727 Taxes: 3427.59 CV 0450/1675 BUILDING INFORMATION o. RoofCover: - YearBit: 1984 EffYrBlt: 1984 No.Units: 1 0 Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 252200 Finished Area: 1602 SgFt RoofStruct: Frame: PrimeWall: SecWall: BS - CB Stucco BedRooms: 2 Electric: PrmintWall: - FuliBath: 2 HeatType: AvgHt/Fi: STD 1/213ath: 0 HeatFuei: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Land Use Type Measure Depth 1 0400-Condo OF -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prclid=450270200230005 5/27/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3612883 OR BC _',,,310 PAGE 2906, Recorded 07/26/2011r A3:34 PM aft mauL'almiir 'L wilisiretlal AlluNimmll (k Mumur 111111 St lit all folk Wild 5NrR 1.1-1.:144!A l`774117d6I116 L'I'�iMLLZItuSUIsS- lta-? _ oc)q o NOTICE Or, COMME NCEME NT The uudalsigaul hereby given ..mica Ilml impruvculenl will he nmlk to cennin real pmpuly, mid in owardunce with Chapter 713, Florida Staines; the rolim ing inli.nund... u provided ill the Notice ofComammemenl. ys02 •707- - 00 Z 3 ' 000 I. OESCRII9'I[w nF Pn01•ERTy Il.egnl IIesL'dplioll nod SI2e1 ndlheSs. i(nYn1111111e)T.1X V111.111 NIUIIIEIIi _ _ JIIIIIII\'IC111N III,ItCI: TIIAI.'1' IA.I'1' III.UCY IINI'r_ �Q l00 5 acr_N �03 J ?. C.f.NERA4 RF41;n1i•'1'10N 0FIAll•n0\•F,111 F.Nr; �}�`{ 7. AAOlYNE1/t�INFORAt\TION: o�N�,,,,o. L.�,N�•,- ��,E F��AC✓= _�,/ �-7 b Aeu 9q'fr0 S_Q..t'Rf +�-JC?. �%.n,'1•ine�7 �,snSlaL:,7.S6=Y�.. 31Q�e. f,avlw „�N„n•am..-_ _N J Hal uJ "i,on arfec %m,4r 1,110WP, bragm, illml rhniq .1 dry 4. CtwritAVr01B9NAAiF.AmlltVS'CANn I.111wENNAmF11:/� //1 � —,r----N •CC'1---"--//"----.'--- / f'�k IiQYUr'A A'�M•Nrow '�-�71`u.��G✓ 1..9✓p, 'aaal_ rE la✓AN h r✓ -_ I A/Ay w i 1= L 3 [(44 7 C 7 7L 2 8 7• (e +�-f b t. StInEIT'S NASIF�,A111111 E.\C ANTI PI INF N11e111FIl ANI1111wn A s1011Nr.^-- a. I.FNnV.II'x MAAIF;, A111111 FF.S ANTI I'll()NE NUA 10F.11: 7. F01010 \vilhin file Stale nl Flnridn desiputell by owner at— .11Mll pollees or outer Ilnelllllellls ulny be smt'l as ilroWded by Section 713.13 (1) (al 7., Florida Stnmlm , NAME, AIIIIIIM AND 1.110NF. NI I91111rlt: S. In alhlilion to himself nr herself, O viter desiglnlev the rollolviilg to leceive a cupy Nf Ilm 1.1ulnr's Notice as ploAk-A in Srctirllr 711.13 (1) (b), Florida Sinfutes NANK. A 0a11VSS AND NIONE NI IA11101: 1). Expirmiml dale of notice ul'ununmuaalenl life cxpimliva dole is I yen, fiom llie dale td'recnnitng-unless n di Racal (Lite is specifredl:—_____-__ _, 211,- X a-, ��aL[a, _. X 1A22d A. FLAGr. SfgoAlure of Oo•ner a.. P1in1 Nawe :uul Prnvlde Siguulnryb Tll(dOf1irY Owncr's Aulhnriud O(Rem•/Ulreclnrrl'nrlun•[Mmlagcr "� Slow of Florida Coonlyor .TV L—t,•4- The,rnregoiug insf>inmtem wns nchlmwledged beliue me this _1 3' I.S. or(" '211 a1. — X I)Y.1r7(..�LK .ns_ DW � ;t•tn• 111 lunnle of petxnq (type of nullwrily....c.g. officer• I sloe, ritw. y in fnct) For (nama ofpany 1l behalrnrsvhanl iostnmmnl was executed) \[ � /�Pe,(sotnlly known cmiun r— '..'7'w'd.._ IIC[1AN)tJt T 7T i ORES: AU 17 aJts BolpwNtLy1r Nil:bnde:AriUrs (Siguonueofhfnlmypu�lic) j Under 14nnhies of perjury, I declnre tlnn I hnva rend Ibe foregoing Iwd:hN the facts in if aIe truo In Zhu hest of my klmwlnlgr m1d belief(Sectitlll 02.525. Flnridn S(mn(esl. SI •huutrrb) of /iwnerbl nr Oanaltrl' Aidhurbad ollkrd Otreelow l Parinern\/onager who Allard .hare: X By Yt by L4"Y Rrr D.-W-01 (S.11el,r 1 01 P✓,.N STATE OF FfLORM ST. L THIS TRU! ORO ©y. -'N kliPLr �,mT Xrh DATE: —I_ -i PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT PERMIT NUMBER: I. LOCATION/SITE ADDRESS: 95QQ S- CCUMA rd).,- Jr (Qo3 2. PARCEL ID NUMBER:�Oa 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY:' Illn $� 4. TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER` C INFORMATION V Name: AM aft, Pat Address: °I%o S. OULU.,, rd),C,-11, (003 City:69-A&kn Make.% State: R , Zip: Phone: 3q-D - 1L9i-'UtzS- Type of Surface attachment: Wood Frame 6. CONTRACTOR INFORMATION FL Reg/Cent #: ecic ( J i 9 1 3-+ County Cert M zleci(i 1 //�� ,( Business Name: 1,1�ktS1VrJ4 A &q .Lm, S" Phone number: *r L- Concrete 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 Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion _ i 3�Q 2.3 TA ca.+ �4 �rri/.►cH�o •u Roll Up Colonials Other ALL rKVUUU 10 OHALL 5161 LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. 7. VALUE OF CONSTRUCTION: $ se-, 31• ro FEES DUE: OWNER'S AFFIDAVIT: 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 zoning. PRINT NAME OF OWNER OR C40NTRACTORJQUALIFIER SIGNATURE OF OWNER OR CONTRACTORIQUA-ETIER STATE OF FLORIDA, COUNTY OF Sk L--,� 4- .ox"I ACKNOWLEDGED BEFORE ME THIS -7*1-, DAY 01`7��, 20 I t , BY, , -05k� +/ &- 1 A1lo v WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. // SIGNATURE OF NOTARYNOTARY KENNEMR.KING TYPE OR PRINT NAME OF .; SI MYCOMMISSION # DD803187 TITLE: NOTARY PUBLIC COMMISSION NUMBER .• EXPIRESISSIONNovemberO8012 SLCPDSD Revised 96/172010 Bonded Thru Notary Public Underwriters r- , ALUMINUM 4 SMIUM CORP. Bid Proposal Bid Date: 5/15/2011 31. >E Gran Park Way * Stuart, FL 34997 Fnone: 772.287.6476 Fax: 772.287.9740 www.gulfsh utters.com License #: CRC058017 O e Ing Finish OPG # Type Style Width Height Width Height Bid Item Description 1 _ AC_— IIHV 886 — 90 965.5 98 — Color: White; Trk: White; Locks: In — Custom Features j Qty Description — j 1 Curved Track (T+B) j 1 DISCOUNT 1 Permit Bid Notes Total Bid Amount $8,031.50 ALL STAINLESS STEEL TAPCON, ADD DRAIN HOLES TO BOTTOM TRACK. Deposit 50% R,677.17j Balance On Completion $5,354.33 ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of this corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric — Buyer agrees that any necessary electrical connections will be made the closest source of power. Any changes or variations will be an additional charge. Interest - Buyer agrees to pay 1 V.% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal - the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers — You are responsible for your own measurements, (width x height) . Signature: Signature: Date of Acceptance: Agent: Thank You for the opportunity to be of Service! 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com 1 3001 S.E. Gran Park Way, Stuart, Florida 34997 Page of (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 Key E-Mail: jobrien@gulfshutters.com Storm Panels - SP Rollups - RU www.gulfshutters.com Accordions - AC Windows/Doors - WD Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 Bahamas' - BA Retractable Awnings - RA LAYOUT SHEET Colonials ;- Co Ultra Lattice - UL Special Instructions: Signature Date Salesperson Date Gulfstream Aluminu nd Shutter Corp. Florida Building Code Online Page 1 of.2 BCIS Home : Log In User Registration i.HotTopics Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map Links ; search g" • ��iiitlti , .Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL389-R } Application Type Revision Code Version 007 Application Status, Approved mi-14""121Comments MEN N NOME Y Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters'f Subcategoryco"rcl'ion' 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 Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. V Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwq No. 08-227 Certification of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E-1866 2002 -I—;a.11-,;la;,, , err A+i Z MAMAI 1 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 2002 2002 1994 Summary of Products FL # IlModel, Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 II Drawing No. 08-227 Revised.pdf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max. span is 16'-0" for FL389 R3 AE Dwg No. 08-227 Product Evaluation Report.pdf 30.0 p.s.f (for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans Created by Independent Third Party: Yes and pressures. This product shall not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Bacic 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 Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: RE ' - �cctrrici CiiTt;ti' VstiSign ~ {. 7rustap j l�++r�•//cxnxnxr flnrirlakiiilrlinrr nrrr/"r/ter arm rltl I /on/1ni 1 GENERAL NOTE : 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 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT 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, A14D #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 DACROSHIELD6 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 6063—T6 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 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024-174 ALLOY MID TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 5. 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 WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK&W OR ALTERNATE LOCK N MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK © OR AN EGRESS H.V. LOCK UW 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. 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.0-R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. 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. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TILLIT TESTING &ENGINEERING COMPANY 6355 N.N. Stith. SL, Ste. 303. VIRGINTA GARDENS, FLORIDA 33 (305)871-1530 . Fac : (305)871-1531 a —mail: 01[eeo>9ael.com �; �.'• • E9-0006719 - ;•,� � .,`:.. ;, t1 ::, , P.E. S�i4G-/S1GNATUREIDATE WALTER A TILUT Jr. P.E. FLORIDA Uc. R 44167 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane © 2009 EA TON METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA HV ThI Accordion Shutter System REV. N DESCRIPTION I 'DATE I Orcnn by. F.P./L.G. 1 I = as-- IFro6/eeI DATE: 09/05/08 GENERAL ID/2VJt DRAWING No 3 1 08-77 14 a- 0 I °�6sa• 4.371' LL-i 4.857' OA HV BLADE # 1 COVERED UNDER US PATENT # 5458179 \F HD 2" (Max.) B/O HEADER/SILL # 2 3.2261.500" 085" 'I 4.897' H HV ADJ. ADAPTER WZLIP VARIES 2" 1.918" o 0 090"� 7 e iv .375" Al 1s H H.V. 2" (MOx.) DIRECT MOUNT c .083" .083" a 060- a 67 JVY1.68E" c 0 3.520" V L! . was s �,.' 3.556' .fi702 I 0 0.72" 0.72" 3.226' OI HV ADJ. TRACK .zso- TYP. 6 r� 3.000" (°'^�t3 DLO°R�--�ANGk€� 4.576" �2.293" .745" a I a 90" Os 1 .062' \ mo 1.325' i �, �( VINC:i NTERMATE (SELF MATING) .125' o TYP 0 VARIES FROM 2.000" TO 5.000' Q)B.O. WALL ANGLE VARIES 1" 1.915' Max. m� .083" c .083' .060" a` 670 mry 3.520" OJ HV WALK -OVER TRACK CENTERMATE # 2 X Y t X 1" 1' 0.062" 0.062' 2" 2' 0.062"I 2" 3" 0.062' 2" 4" 0.052" 2" 5' 10.062" RESIDE ANGLE TILLIT TESTING &ENGINEERING COMPANY �+=: 6355 N.W. 361h. SL, St. 305. NRORM GARDENS. FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-I531 aM-0006719 ' WALTER A. TILLIT Jr. P.E. P.E. SFA. Q/ NATURE/DATE FLORIDA Ua. E 44167 °O., 1.936" MS 0 670 N 3.529' HD 6 L NQ:4EiADER SST[& 2 1.491" 1.2OCr o, OK HV 90'/180' STARTER OX HV CORNER CENTERMATE # 3 X Y t > 2" 1 2" 0.125-I X SCORNER POST FLORIDA A.S►>.S.A. American Shutter Systems Association, Inc. 4266 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-227 VARIES, 12' M14. S1 LONG .5/0 1.130' WHEEL #3 NYLON RECESSED 1/4' 0-20 S.S. OR 3/D'.-16 ti/2. ASSEMBLY tWASHER NYLON BUSHING. ACEfAL THUM65CREW5. (SEE DETXLS) AT EVERY OTHER #14x2 3/4' H.V. KNUCKLE ACCORDION PIN W/ $8 HEAD 0 1/4.0 I z.375'0 #2 SHORT ¢ NAoNSED- ��� �'-4=^-.-- (SEE NOTES ON SHEET 4) 3/8a�-16. ACETAL 1 /4" 0-20 S.S. BUSHING_ N N THUMBSCREWS THUMBSCREWS , N HV— BLADL E I ENV ACCORDION i I ACCORDION n )- 1/4"-20x1/2" 1/4'-20� 1/4"-20 PIN , PIN } — FLAT HEAD IHREA9ED DIE CAST THREA.:ED �-o� CJST S.S.M.s. % HOUSNG EHAMEL / MU=_wc ENAMEL 0.188-0 AISI (z EARED PAINTED ! BAKED PAINTED 302 SERIES S.S. b ro °DI RIVETS - 0'SA¢ AISI 302_/ m SERIES S.S. WHEEL r .ate' eRa55 DER CARRIAGE -oI 11 l CYUNOER (CHROME PLATED) &LAK D (CHROME A H V _LOGK/ EGRESS :H V��LOG'K� "v BUaDE I ACCORDION 6 K ACCORDION PIN .875' (SEE NOTES CN SHEET 4) �m PIN I 7Z Y .250' O.D. Ir � 1-• e PLASTIC HEAD k 518, 1MOLDED TO �I LONG RECESCRBY m NYL6zrAFTER RIVETING TYPICALrSHUlTER_SASSEMN BEFORE RIVETING SCALE: 3/8" = 1" 1f4"�-20 RIVNUT* 00.324" #14x2 3/4" H.V. $. $. THUMBSCREW ACCORDION PIN .048'-+II- © W/ #8 4iEAD TYP. ® ALTERNATE LOCK (TO HV LOCK (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART j 0820, AS MANUFACTURED BY �rt►HEEL-CARRIAGE DETAIL' AVDEL CHERRY TEXTORN, PARSIPPENY,1v,,.,,,,.,•;,,��. M. NEW JERSEY 07054 OR EQUAL N.T.S. I L E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36N. S-- Sf . 305, NRGRM GARDENS, KOWOA 331 Pnane : (305)871-15W . Fax : (305)871-1531 a—ma7 WLecnCl Lcom EB-0006719 _ - WhTER A TIWT Jr. P.E. P.E. SEAL/SIdNATUFE/DATE FARIDA Lic. ®44167 N #I4x2 3/4" H.V. ACCORDION PIN i W/ #8 HEAD 1 /-#3 NYLON I I HAT WASHER S N 75"0 ,870"x3/16" K NYLON I�-) WHEEL 0r S �4v �. i #1 LONG 2 SHORT _—RECESSED RECESSEI NYLON BUSHING NYLON BUSHING II I iI BLADE I I 11 LONG ' RECESSED NYLON BUSHING ' i A.S.S.A, American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (551)209-8380 # 14x2 3/4" H.V. ACCORDION PIN W/ QS HEAD N.T.S. CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System I DESCRIPTION I DATE 1 0— try: F.P. otn 6 11. I ww. DATE: 09/05/05 DRAWING No 08-227 * NOTES ON LOCKING RODS n HV LOCK (W) AND ALTERNATE t rn� LOCK: 1. MANDATORY CONDITION 91: ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY. ELEVATION. HV LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (D 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 f1: 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 d OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 42: LOCKING RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDrhoN 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 M6NDATORY CONDITION #1 VALID ONLYFOR SYMMETRICAL C S• ONE ALTERNATE LOCK W MAY BE USED IN LIEU OF HV LOCK® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERI E LOCK 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"O-2Ox3/4" S.S. THUMBSCREW TOQOR (B CENTERMATES SHALL BE MADE W/ 1/4"0-200/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. r./: P.E. SEAL/5I(iTUR�%DATE ME C 3INC. TILLIT TESTING Sc ENGINEERING COMPANY 63M N.W. SM. St.. St.. 305, VIRG:NW GARDENS, MDRIDA 33 Phone : (305)871-1530 . F..: (305)871-1531 e—mal: 6lteco@ooi.eam EB-0006719 WALTER A. TI Lr Jr. P.E. FLaRIDA Uc. a 44167 A.S.&A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 O--0eR\—1 r� CODE (Non High Velocity Hurricane Zoni © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System la DESCRIPTION I DATE I Drown by: F.P. an os-- "/w DATE: 09/OS/O8 DRAWING No 08-227 POURED CONCRETE ANCHORS CONCRETE SEE SCHEDULE ON SHEET 10 1/4"2-2Oz3/4' S.S. ) NOV FOR COM814ATI0N OF SECTIONS: REQUIRED P MACHINE SCREWS USING POURED 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 1/4'-20 NUTS 0 12' O.C. CONCPETE 2- MOUNTING SECTIONS CAN BE COMBINED CONCRETE ANCHORS REQUIRED 1" M:n. IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SCHEDULE 04 SHEET 10) EO kQ 4 _____ C OR(D `I E. D.• - EDGE DISTANCE a iv E (SEE NOTES & SCHEDULE ON SHEET 11) ci 1" i A i I" w UJp MIN. SFPAR.4710N I MIN. SEPARATION I I I A I TO GLASS EXISTING EXISTING 1 ,; I GLASSY i GLASS —I I (J WALL MOUNTING INSTALLATION 02 WALL MOUNTING INSTALLATION EXISTING ' EXISTING CLASS---i II I i MIN. SEPARATION m rh i MIN. SEPARATION TO GLASS T / 11 I A-1II 11: }a .f I � i i j .� ____ �OROF ., EQ Ea � �� Min CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) Wva kONCREI-E �3 WALL MOUNTING INSTALLATION OR UCONCRETE BRED WCK ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4"-20 NUTS ®,2' O.C. WALL REQUIRED SHEET 10) (4) WALL MOUNTING INSTALLATION INSTALLATION DETAILS FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane to; O 2D09 EASTERN METAL SUPPLY, INC. Y> '": • = 11. E C ®INC. A BERTHA HV n", ■ ■ ■ Accordion Shutter Systen TILLIT TESTING & ENGINEERING COMPANY REV. Ne DESCRIPTION DATE D1aMn by. F.P. American Shutter Systems 1 ma �190 .AmPoe DATE: 09/0S/0 6355 N.YI. JGM SL, Ste. 305• MMINIA GARDENS• FLORIDA 3316 Associafion. Inc. 2 DRAWING No Phone (3O5)B71-1530 . F—: (305)871-1531 o— 0: bltecoQeol,eem 4268 Westroads Drive . EB-COO5719 West Palm Beach, FL 33407 I 08-227 3 • :• " WALTER A TIL IT Jr. P.E. FLORIDA U.. $ 44167 Ph: (877)999-2772 'FAX: (561)209-8380 4 SHEET P.E. SEAL/Si6 a nr IA POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET I1) REQUIRED EDGE OF SLAB IF D. APPLICABLE OR n 1" -j MRI. SEPARATION w TO GLASS A i �r5�1 CEILING)ksMOUNTINGr�IFISTA LATiION 1" --MIN. SEP:RATION i TO CLASS IXISP.NC P CLASS ALTERNATE-\ MCHOR LOCATION Ml o'' � r r EDGE OF--1 SLAB IF APPLICABLE POURED CONCRETE REQUIRED E. D. NOTE FOR COMBINATION OF SECTIONS: t t- SEE SHEET 3 FOR TYPICAL SHUTTER T ASSEMBLY -� 1' m; A MIN. SEPARATION 2- MOUKFING SECTIONS CAN BE COMBINED TO GLASS r I IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. =EDGE DISTANCE EXISTING i (SEE NOTES & SCHEDULE ON SHEET 11) GLASS --I i iT i i OF POURED rli L-E. D.*� CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION 1 III �-PAIN. SEPARATION I TO CLASS -Zl EXISTING i GLASS —I 0 gt40/4" S.S. HEX HEAD TEK SCREWS ® 9" C.C. OR 1/e"0-20 1 S.S. M.S. 1V/ NUT ® 9" O.C. a s I i iid ii -$IOx3/4' HEX WASHER ,HEAD TEK SCREWS ® 12" 01. I I —CONCRETE ANCHORS I i E (SEE SCHEDULE ON SHEET 11) c� 1> N CONCRETE ANCHORS EDGE OF tttQgL (SEE SCHEDULE ON SHEET 11) S(Aq IF APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT 1 1/2 1 1/EDGE 2" LA —E. 0.+ OR ENTRANCE/ / / % APPLICA POURED) CONCRETE REQUIRED E. D.- FLOOR MOUNTING INSTALLATION t 08LFL0�`OR NI-O Rltil—G�iNSs r '�L► IT,,1001 INSTALLATION DETAILS FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zo © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM 11. E C ® INC. A®S.S■A. Accordion Shutter Systen REV. No DESCRIPTION TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems DATE Drowe by: F.P. 6355 N.W. 36th. St., Ste. MS. VIRCINV, GARDENS. RDRIDA 3316 A$$OCIcticn� Inc. —M DATE: 09/05/0 - )emla 1s3o .Fax : (305)871-1531 PNeRe : (3DS—.11: - L13-0 4268 Westroods. Drive 2 DRAWING No ' 0671el.eom EB-0005719 West Palm Beach, FL 33407 3 08-227 . P.E. SEAL/SIGNATURE/DATE WALTER A. TILUT Jr. P.E. FLORIDA Ue. B 44167 Ph: (877)999-2772 FAX: (561 209-8380 ) 4 SHEET - 6 OF 14 OUT 90 I I 2-x2'X1/8"xO'-2 A (6063-T6 ALLOY) ALUM. E 19/(2) 1/4'0 TAPCCN ANCHORS TO CONCRETE (Top/BoTroM) & OxI/2' S.M.S. TO TUBEi 4T EACH ANGLE. (TYP) K I YL 1/2I. 2' 1/2- EXISTING LASS T--- 1" MIN. SEPAP.ATIOIu TO CLASS L )N SHEETS 8 It 14 N EXISTING GLASS * SEE ALTERNATE ON LOCKING RODS©, HV LOCKS® AND ALTERNATE LOCK ©, ON SHETT 4. 1 SEE END WALL CONNECTION aOR© OROORR — — — — — — — �FXIS11NG CLASS DETAILS ON SHEETS 8 & 14� OORO+0OR(,) — — 3 1 /4- 7- 6 1 /2' 7- 1/2 1 OPPOSING SYMMETRICAL #IW/4" S.M.S. a 12" CENTERMATES CENTERMATES O.C. FULL LENGHT. W LOCK Wes_ W LOCK W * SEPARATION \I U/ _ I N U 7 To GLASS I "VI I v SECTION 12 AT CORNER SECTION AT CORNER CENTERMATE#33 OUT © OR A O L OR 0 ' OUT W�—*/ 'V SECTION 1 2 POURED CONCRETE OR =GLASS CONCRETE BLCCK MALLREQUIRED SYtv1METRICAL �� I CENTERMATES oP,DNA @* I N I �R©oROoR 1' aIN ,� W LOCK * i (INTERIOR) t O Or` JoRO SEPATO RATION SN r / a W 1 *—'v I—V `` ALTERNATE SECTION 12 • j: /'vt>'::_ ..::.; ' L E C O INC. ' TILLIT TESTING & ENGINEERING COMPANY 4'Z?` fj.— .. 6355 N.W.GI . 3EM St_ Ste. 305. %1NN GARMNS, FLOMDA 33 Phone : (305)871-1530 Fax : (305)871-1531 a —mail: Ultewa-L.om EB-0006719 W'ALTER A TILLIr Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORDA Uc. 8 44, 67 HORS @ 16" O.C. OR O Oi UT 6 „2' MAX. SLACK I r SECTION 12 AT SLACK DETAIL (IF APPLICABLE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TV. ■ ■ ■ ■ Accordion Shutter System American Shutter Systems cv' N DESCRIPTION - DATE Dram 5 . F.P. C Association, Inc. I M _1nn 9/n/- DATE: 09/05/08 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 08-227 Ph. (877)999-2772 FAX: (561)209-8380 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE .CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED �EXISRNG GLASS EXISTING GLASS CONCRETE ANCHOR"D.C. /� EXISTING G1Ar r 2" MIN EXISTING GLASS a 16" O.C. 1 _ _ T 1. 2" !A 1" AATI - EO I EO 1" MIN. SEPARATION i SEPARATION i I" MIN 1 I I SEPARATION 1/16'x3" MAX. (6063-T6) TO GLASS11 TO GLASS ' SEPARATION ii TO GLASS CONT. ALUM. CLOSER / \ � TO GLASS (LOCATE AT PLATE (LOCATE -AT EITHER 1/2- /I EITH R SIDE SIDE OF NO) 1' N \ 1 *USE 1" OR 2' MAX. 1 1 OF K) 1/2' MIN I AL INUM CUP ANxl/8"x0•-2" 1 I _—_-- ALUMINUM CLIP ANGLE-_--- �1Oxt/2" S.M.S. (6063-T6 ALLOY) AT MIDHEIGHT ` �1Oxi/2'S.M.S.—' ----- @ 16' O.0 ----- , W/Q)-'#1ox1/2" S.M.S. m 16" O.0 TOOK & (2)1/4"0 TAPCONS. % ANCHORS TO WALL AT 1" D.C. - ' (LOCATE AT EITHER SIDE OF NO ) SEE DETAIL X FOTJ �l ! f SIDE CONNECTION "-� �Y' SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO SIDE CONNECTION �� SIDE CONNECTION ��PP.. TO TRACKS `SORC ORCOR® ORCORCOR(v OR®+OI ORO END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL — REQUIRED �'IXISTING GLASS _-1— 1" hurl. ill ■ r` #mjAkvmm6\��� LOORCOR®OR(r) ORO-TORO TO TRACKS OR)+OORO OR(]3i+OOROI - • END'CON'NECTION-�.DE�T°AI--�--- L END CONNECTION DETAIL C END CONNECTION DETAIL � — ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' 7-7J POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED EXISTING _ _ _ _ _ _� GLASS OR©ORCOR® #10x1/2" S.M.S. 1" MIN. -� _______��^_- / OR®+ I ORQ) K ® 12O.0 EPARATION TO GLASS ^._____-_ ETE _ 1/2" MIN. Iy>-,L—_—_—_ --fT ANCHOR 12" O.C. 2" (2)j14x1 3 IV —SOR©ORQOR(r) END CONNECTION DETAIL 6 LOC�DR©Qo®aR� END CONNECTION DETAIL OR(/+OOIiO L. O �-- IL E C ®7 TILLIT TESTING & ENGINEERING COMPANY :';i-/%J'4' �.c?, • "�� 6355 N.W. 36th. St.. Ste. SDS, VIRGINIA GAP.DQ.S. FLMDA 331 Phare : (305)871-1530 . Fax : (305)871-1531 e-maa: 6lleco®aoLcom • . EB-0006719 WALTER A. TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lie. 1 44167 (2) ff -�JvrcU vn r-)—"U OR@)+(DORO e�L:Tt Y PLi4 DENTrA11W FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zon 0 2009 EASTERN METAL SUPPLY, INC. BERTHA -HV TM Accordion Shutter System A■ S ■ S ■A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West PGIm Beach, FL 33407 EV. Nc DESCRIPTION DATE Drawn by, F.P. 1 °D °' 190 °iosio. DATE: 09/05/08 z DRAWING No 08-227 3 Ph: (877)999-2772 FAX: (561)209-8380 1 CFJFCT MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, "ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (P.S.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEILING MOUNTING 30 OR LESS 16'—o' 16'-0' T6'—o' tW-0' 35 14'-10" 14'-10" 15'-2" 16--0' 40 13'-10" 13'-10" 14'-2' 1 15'-2' 45 13'-l" 13'-1' 13'-4" 14'-3' 50 12'-5" 12'-5' 12'-8" 13'-7" 55 11'-10" 11'-IO' 12'-l' 12'-11' 60 11'-4" 11'-4' 1 V-7" 12'-4" 65 10'-10" 10'-10' 11.-1' 70 10'-6" 10'-6" 10'-9" 75 10'-1' 10'-1" 10'-4" 1 V-1" 80 9'-10' 9'-10" 10'-0- 10-9" 85 9'-6' 9'-6" 9'-9" 10'-5' 90 9'-3" 9'-3" 9'-5" 10'-1" 95 9.'-0" W-4' 9'-2" W-10" 100 8'-9" 8'-4" 9'-0' 9'-1' 105 6'-7" 7'-11" - 8'-9" 9'-4" 110 B'-4" 7'-7" 8'-7" 9'-2. gBy:,Oj�i 6'=1 t" 1tIL8i2' 8'= 125 7'-10" 6'-8' 8'-0" 8'-S' 130 7'-8' 6'-5" 7'-1 D" 8'-1" 135 7'-7" 6'-2" 7'-9' 7'-9' 140 7'-5' 5'-11" 7'-7" 7'-6- 145 7'-3' 5'-9' 7'-5 7'-3" 150 7'-2" 5'-7" 7'-4" 7'-0' 155 7'-0" 5'-5' 7'-2' 6'-9" 160 .6'-11" 5'-2" 7'-l' 6'-7" 165 V-10' 5'-1' 7'-0' 6'-4" 170 6'-9" 4'-11" 6'-11" 6'-2" .75 6'-7" 4'-9" W-9" 61-0" 180 6'-6" 4'-8" 6'-8" 5'-10" 185 6'-5' 4'-6" 6'-7" 5'-8" 190 6'-4- 4'-5' V-6" 5'-6" 195 6'-3' 4'-3- 6'-5" 1 5'-5" 200 W-2" 4'-2' 6'-4' 5'-3" 205 6'-1. 4'-1" 6'-3" 5'-l' MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MNOMuM DESIGN LOAD (P—) (+ OR -) CONCRETE & WOOD INSTALLATONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L + (N L - (D) 30 16'-0" 16'-0' 35 14'-10" 14'-10' 40 13'-10" IS-10" 45 13'-1" 13'-1" 50 55 60 65 70 10'-6" 10'-6" 75 10'-1' 10'-1' 80 9'-10" 9'-10" 85 9'-6" 90 9'-3" 9'-3" 95 9'-0" 8'-9 100 e'-9" 8'-4" 105 8'-7" 7'-TI" 110 8'-4" 7'-7" 8'=2" 7'-3"8,-0' 6'-11" 7'-40' 6'-B" 7'=8" 6'-5" r 7'-7"6'-2' 7'=5" 5'-11" 7'-3' S'-9' 7'=2' 5'-7" 155 7'-0' 5'-5' 160 6'-11" 165 V-10" 170 6'-9" 175 6'-7" 1 BO 6'-6' 4'-8" 185 6'-5' 4'-6" 190 6'-4' 4'-5" 195 6'-3' 4'-3- 200 6'-2" -4'-2" 205 6'-1" 4'-1" P.E. SEAL/SIGNATURE/DATE INSTALLATION LEGEND ONCRETE wooD M s2RYp WALL 1, 2. 3 1 W, 2W, 3w. MOUNTING & 4 4W, 5W & 6W OOR/@EILIN C, 6, 7 8W. 9W & OUNTIR & 10W • MAXIMUM SHUTTER SPAN "L+" OR "L—" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 DST. DESIGN LOAD. ''CORNER CENTERMATE $3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #4. SHEET 4 OF 14 IL EC0, TILLIT TESTING & ENGINEERING COMPANY 63M N.W. 36th. St" Ste. 305. NRCIMA GARDENS, FLORMA 33 Phone : (305)671-1530. F..: (305)871-1531 Ee-matacPl.com 9-OG06C06719 WALTER A. TILLR Jr. P.E. FLORIDA Uc. @ 44167 • NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN 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-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Lt1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE -- Li— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li+". "L2+", "L1-' AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM. ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 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 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System EV. He DESCRIPTION DATE Drawn : F.P. 1 CIA ws tse 4 atom DATE: 09/05/08 2 DRAWING No 3 08-227 4 'zwr1T I N93wilm;1 gig I - 1 -1 1 ml:61 jej k' N � I:(pefjfjj qLjImMI ViLeTIT1911111,11 g MloffAweill 055. KTIM 1;j %W 96jfjjRIF.Lj COI& -"* ........... MEM" 30 tomm MMOMOMMMOMMMOMMMOMMMOMM Ulm mum Mm """112111111111 M m Imm" MM 11010 MIM �I mm 1112111=11011 Oman mmmngm ImEMEREUMM EMMA ommm Erulm"E MEN"Es mm =11211112111111111 mmmmm� MUMMKO ==m1na-2 M Im Mmw=== ME 11LIECOINC. Z7 TING & ENGINEERING COMPANY 6355 NX 3611, St, St.. 305, VIRGM GARDa4S, FLORZA 331 Ph-.: (305)871-1530. F— (305)571-1531 EB-0006719 WALTEIR A. TILUT Jr. P.E. P.E. SEk-/S1GNATLJRE/'DATE FLORIDA U.. 1 "167 TAPCON OR TAPCON WITH AOVANCEO THREADFORM TECHNOLOGY ALL POINTS SOLJO—SET 13LUE TAP TAPPER+ I* SEE A14CHOR SPECIFICATIONS ON SHEET 11 RIDA BUILDING CODE (Non High Velocity -Hurricane Zon 02009 EASTERN METAL SUPPLY. INC. BERTHA HV"' Accordion Shutter System A.S.S.A. American Shutter Systems Association, Inc. REV. W DESCRIPTION DATE D—_br, F.P. A I =—". vwa DATE: 9/05/08 2 T�Coiq lvm THREADFORN ToMa1z' BLUE TAP W1 W & T�ER+ o/27/lo DRAWING No 5-- 4268 Westroads Drive West Palm Beach, FL 33407 08-227 - 3 Ph- (877)999-2772 FAX: (561)209-8380 MAXIMUM ANCHOR*_ SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGA71VE LOAD AND A QQRR DING Nou"No ME FOR CONCRETE OR QMCRETE BLOCK IN9&"NS Ism moumnNGS S. 6. 7 & 8 ON sHEEr 5) 1. ANCHORS To SUBSTRATE 514ALL BE AS FOLLOWS: NIMME 9111MOSE0101 MEN on I RAHZEUM MEW MEARN [ME21111113MM KaImmax MMEM KNI1111111=11121111 KM M Im wmmm"M" inialmlso[EMM Mam"M IMEMBERUIMM: a MOM MEEIIIIIIIIII MEN IM011 1121111M [ago 11121111�mffl RMENO =�Ilmumnwl === MUM= Hj 0022M. EVAMM �Emmlm In MMUMNAMM 11011IMMMMMM Im"FUM W111111"M ==Mn OMIEN � mom 1120111�111M! .11131MMMMMMMM mom ps ==Mmm "Mm 6EMIKERIM H MEEMMEM M11111111111111111M �1111=101110; M 101=1011=1 I01M== NO 1111001111IN" mommmm"Mmm TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE -TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATUR�/DATE (A) TO E)OSTING POURED CONCRETE. (Min. f'c - 3 ki) - 1/4*0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. (Min. V. 3 k.1) 1/4-0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. (Min. rc 3 W.) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT. INC. (Min. f'c = 2 k.) - 1/4-0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT 4 SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC (Min. I". = 3 W,) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVMCED THREADFORM TECHNOLOGY ANCHORS AND ePER+ ANCHORS IS 1 3/4-. AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF 1/470 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT 114TO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/0 LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER HE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 'NALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (9) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/�O TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDEX - 1 /4-0 x 3/4" ALL POINTS SOUD-SEET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, DOLT & SPECIALTY COMPANY. 1/470 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1 /4'0 TAPPER+ ANCHORS AS MANUFACTURED 13Y POWERS FASTENERS, INC.. AND DISTRIBUTED 13Y ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/,CAP ANCHORS AND TAPPER4. ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 13 1. B.2) MINIMUM EMBEDMENT OF 1/1�"O x 3/4' ALL POINTS SOUD-SEET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMSEDM34T INTO STUCCO SHALL BE PERM!"ITED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) 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 SAH) WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B-1) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS 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 (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. ,EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELDW. FOR F. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MiNIMUM_SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DICTANCE TAPCON TAPCON VAT14 ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP - TAPPER + MIN. SPACING MIN. SPACING = 3" MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' 3 3/4" 4' POURED CONCRETE & CONCR BLOCK ETE W ED.� 3. POURED CM:I;EM MN. F[1�3 IJT OW40EM ELOOK KL _M. r 2 1/1. POURED & CONCRCONCRETE ErE BLOCK WN, ED. - 3 1/2- POURED CONCRETE & CONCRETE BLOCK M. ED. -r pOM CONCRErE 1,11N. FD.-3 1/0 OUOIETE AN. ED. - 2 1/2 3* f.0 0.90 1 1.0 0.78 1.0 0.84 1.0 2 1/2- 0.81 1.a - - 0.67 1.0 2. 0.71 0.51 - 0.43 1/2- 1 0.35 1 0.35 / 11L1EC0_,Nc.\ TILLIT TESTING & ENGINEERING COMPANY 63SS H.W. 3611,. SL, St� 305. WGM GMDENS, FLO� 331 Ph- % (305)571-1530 . Fa. : (305)871-1531 e-micil! tilt-Oool.corn EB-0006719 WALTER A. TILLIT J, P.E. FLORIDA Uc. If 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-83aO 2009 EASTERN IVIETAL SUPPLY, INC. BERT HA HV"' Accordion Shutter System DRAWING No 08-227 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) !�EE; L_J EEE3 !=-� --T- F=;-=' ­--,-T- F=- SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W1 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. CDX PLYWOOD MAXIMUM SPAN (ft) WALL'MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & low WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & 1 OW WALL MOUNTINGS 1W,2W,3W &6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & low WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (pA NEGATIVE DESIGN (PST) NEGATIVE DESIGN LOAD (pso NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (Psf) NEGAITVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60175190 105 30 0 40 6 6 D 75 90 105 30 40 60175 90 105 30 40 r 60 :'0 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105130 - 40 60 75 90 105 Y-O' OR LESS 12 10 10 9 1 8 8 6 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 6_ 5 4 12 10 11 9 8 8 , 6 16 6 4.5 4- 3 16 5 4 4 4 3 4 12 10 10 9 8 8 6 6 6. 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 5 . 5 4.5 3.5 3 12 10 110 - 9 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0' 12 .16 10 9 8 6 6 6 5 5 4 3.5 3 12 10 10 9 8 8 6 6 4 . 5 4.5 3.5 3 2.5 12 10 110 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 61-01, 12 10 10 9 18 6.5 6 6 6 4.5 4.5 M 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3.5 .3 2.5 2 12 10_110 9 6 3 6 4.5 3 _2 -2- _E__ 5 4 4 3.5 - 7'-0' 12 10 10 9 16.5 4 6 5.5 4 4 3 _ 2.5 2 12 10 10 9 4.5 3 6 5- 3 3 2.5 2 - 12 10 110 7 3 - 5 4 2.5 2 - 6 5 4 4 - - 8'-0" 112 10 10 7.514.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2 . 5 2.51 2 2 12 10 110 4 - - 4.5 3 2 - - 6 5 4 - 9 12 10 10 5 13.5 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 12 10 0, 2.5 4 3 2 6 5 - - - 10'-()" 12 10 7.5 4 1 - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - 12 - 10 3.5 2.5 - 6 15 '3.5 - - - 11'-0" 12 10 5.5 - I - 5 3.5 - - 12 10 1 4 4 3 - - - 12 10 E3 3 2.5 - 6 5 - - - 12,-0" 12 10 4.5 - - 4.5 3 2 - - - 12 10 5 2.1 - [2 - - 1- .12 10 3 2 6 5 - - - - 13, -01. 12 10 - - - 4 3 - &2- - - -12 2.5 - - - - 12 7 2.5 2 6 4 14'-0" 12 10 4 3 12 3 2 2.5 2 6 15' = 0" 12 - 3.5 - _2 3 - 16' 112 131- -12 - - - 2.5 + NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES, I. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM. TECHNOLOGY ANCHORS. AS W14UFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREACED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALLBE AS PER MOUNTING 7YPE 7W. SHEET 14 AND SMALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SMALL C014SIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W1 G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.Sj -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) _SPRUCE PINE FIR SOUTH W1 G=0.36 (N.D.S.) -MIN. 1/2- COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Z7TI L71 7EC70 TILUT TESTING & ENGINEERING COMPANY 055 N.W. Mth. SL. St.. J05. %IRMNA CJJMe4S. FLOPMA 33 Ph- : (305)8711-1530 . F.. : (305)871-1531 ES-0006719 WALTER A. TII_UT J, P,E. P.E. SEAUSIGNA�IJRE/DATE FLORIDA U. f 44767 FLORIDA BUILDI G CODE (Ron High Velocity H�rricane Zo @ 2009 EASTERN METAL SUPPLY. INC. BERTHA HVTm A.S.-S.A. Accordion Shutter Systen American Shullier Syst ;MV. N. DESCFUPTION DATE 0 W. F.P./ ems Association, Inc. 1 9/0/" DATE: 09/05/0 4263 Westroods Drive 2 WCO. mTHrE ADVM �Rmmm c�Ncg& 10/27/10 DRAWING No West Pohn Beach, FL 33407 - 08-227 Ph: (877)999-2772 FAX: (561)209-8380 3, 1 --- WALL FINISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4-0 TAPCON OR -TAPCON WITH ADVANCED I -SEE SHEET 3 FOR TYPICAL THREADFORM TECHNOLOGY r-1/4*0 TAPCON OR SHUTTER ASSEMBLY. W/ 1 1 /2' Mi.. PENETRATION TAPCON WITH ADVANCED 2-MOUNTING SECTIONS CAN BE OF THREADED AREA TECHNOLOCY COMBINED,IN ANY WA,.TO TO THRFADFORMMin. P SUIT ANY USTALLATION EXISTING WOOD HEADER . W/ 1 1/2" ENETRATIoN (SEE SCHEDULE ON SHEE7 16) OF THREADED AREA TO --- EXISTING WOOD HEADER. F OR @ (SEE SCHEDULE ON SHEET 15) 1 /4"0-20.3/4" S.S. MAC14INE I" MIN. SEPARATION — SCR W/ 1/4'-20 NUTS CLASS jN1 EWS 1' 0 12" O.C. r-EQ i�� /­i F To Q EXISTING I GLASS--4 E nkw FT 1� F_T­-1 U r---I-- FIN WAL, 4-L 7 WMIN. W HEADER REQUIRED A I. ... e_- OR EXISTIN UL-i 0 2'x4 I., WOOD GLAS RtJ� HEADER REQUIRED -0 TAPCON OR TAPCON VIM ADVANCED MIN. SEPARATION /4 TO CLASS EXISTING I' 111N. SEPARATION GLASS--j TO CLASS THREOFORM TECHNOLOGY TI W/ 1 1/2" Mi.i. PENETRATION 0 MF THREADED AREA & IDW DTH OF WOOD PLATE. 2".4" CONT. !�LL (SEEISCHEDULE ON SHEET 15) 01W AALL CONNECTION AT TOP WALL CONNECTION AT TOP PLATE REO'D. WALL CONNECTION AT BOTTOM EXISTING --I— F GLASS-i IT IN. SEPARA-ROTL_ 2�X4' CONTL�_" "TO GLASS --OA EXISTING MIN. SEPARATION WOOD CLASS-0 MIN. SEPARATION R TO CLASS TO CLASS G cLAss-4 WALL FINISH T VIA SH/7 'All I kx 27.4" CONT�/ 7— (�� WOOD PLATE �OR REO'D 1_1/40 TAPCON OR TAPCrN WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA, INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2.. MIN. CDX PLYWOOD REQ'D. EXISTING MIN. 2"x4" STUDS 0 16" D.C. MAX. REO*D. PLrNOOD TO BE ATTACHED To STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. AALL CONNECTION AT BOTTOM mi �-I/4"0-20x3/4' S.S. MACHINE SCREWS %V/ 1/4--20 NUTS 0 12' D.C. /4'0 TAPCON OR 1/2" MIN. COX PLYWOOD REQ'O. WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEU 16) WALL CONNECTION AT BOTTOM bUALL: J/6 =I- . . . . . . . ......... . ... 11LIECOiric. TIL T TESTING & ENGINEERING COMPANY UNW.. 6355 . St. Ste. 305. MMIM GARDENS. FLORIDA 33 Ph-- (305)871-1530 . F.. : C305)871-1531 ­.ij: Lit... _DOO&7f9 WALTER A. T' UUT P.E. P.E. 5 SIGNAV�E�DATE J, FLORIDA _U.. j -4157 1/1'0-20.3/4" S.S. MACHINE S SING 1/4--20 NUTS 1/4-0 TAPCON OR CRTS0.`C. . 2 X4 CONT. TAPCON Wrl . SILL PLATEE \REQ:D THREADFORM TECHNOLOGY i 1/2" Mitn� PENETRAT10N W/ TIHPEADED AREA 0 OF MIDW'DTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) WALL CONNECTION AT BOTTOM FLORIDA BUILDI - G CODE (Ron High Velocity Hurricc 0 2009 DSMR14 METAL SUPPLY. INC. BERTHA HVTm A.S.S.A. Accordion Shutter Sy American Shtffler Systems REV. Nj_ DESC IPTION I DATE I D,.. A- I & I I = 05-11, 1 giolu I DATE: ( oc a lon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 Zone)i DRAWING No 08-227 Q EQ 2' MIN. 4�"xB' (Min.) EXISTING WOOD BEAM REQUIRED TRUrTURAL 2"x4" MIN q E�X'S EDGE (IF APPLICABLE) ADEQUACY 0 STING WOOD WOOD STUDS.— 1/4"0 TAPCON OR TAPCON BEAM TO BE CERTIFIED BY (AS APPLICABLE) X WITH ADVANCED THRFADFORM REGISTERED ENGINEER OR TECHNOLOGY ITW 13UILDEX ARCHITECT PRIOR TO SHUTTER ANCHORS 0 6" D.C. INSTALLATION. WALL EXISTING WOOD FIN] W/ 1 1/2" MIN. THREADED TRUSSE OR ED Q 1/2' 1/2- RAFTER 1. PENETRATION INTO STUDS OR 0 D.C. REQUIRED 1 -0 TAPCON 0 1W MIN. 1 2" THREADED /4 EXIS71NG GILASS--\ PENEFRATI N TO 1/2- COX TTAHpRCE0ADF0MRTH T C_ PLYWOOD OF NO STUDS EXIST. E LOGY ,-A EXI�TING SOFF /E ED N IV AT 1-3/4 . M­ THKT W/ 1 1/2" Mi.. EN ATION #14x3/4" EQ EQ 01� THREADED AREA To "x4'xl/8' CONT. ALUM. TUBE EXISTING WOOD 13EAM 0 ;Nij_ — I (SEE SCHEDULE ON SHEET I I' MIN. M 1/2' MIN. COX ..0 (6063-T6 ALLOY) W/ 16) E C (3)5/16"0 E OR LAGSSCREWS TO EACH RAFTER OR SEPARATION OLD PLYWOOD. TRU S. LOCATE LAG SCREWS AT I TO GLASS M DWIDTH OF EXISTING WOOD E OR M'EMBER. (2' Min. NOMINAL OPEN HOLE AT EACH WIDTH) W1 2" Min. PENETRATION _1�2' MIN STUD TO ACCEPT OF THREADED AREA, VAUD FOR 5/16-0 LAG SCREW NSTALLATIONS WITH 72p.f MAX. EXISTING _T F TUBE. SPAN. IHIS INSTALLATION IS ONLY 1Ox1/2" S.M.S. I AT CENTER 0 DESIGN LOAD AND 9'-0' MAX. GLASS VALID FOR WOOD W/ MIN. 16" O.0 I" MIN. SPECIFIC GRAIATY OF 0.50 AS �-SEPARAT!Ot DOUGLAS FIR OR SOUTHERN PINE (DOR (r)OR CDR TO GLASS No. 2, OR EQUAL 1 1' MIN. EXISTING EPARATION OR gOR(D+ (p), GLASS— To, GLASS rs END CONNECTION DETAI (�� & HOLLOW CEILING MOUNTING INSTALLATION SOFFIT MOUNTING INSTAILIATION 1/4'0 TAPCON OR TAPCON 2".4" MIN- WITH ADVANCED THREADFORM WOOD ECHINOLOGY ITIN BUILDEX I" MIN. STUDS RECJ. CHORS 'W/ 1 1/2- MIN. I TO CLASS INTO STUDS 0 12" D.C. I- MIN EXISTING [--SEPARATION— EXISTING CLASS--\ THREADED PENETRARON SEPARATIbN— GLASS N , rAN TO GLASS 1. MIN SEPARATI�N :ALTERNATE TO GLASS MIN. EXISTING [ANCHOR 1/2 [LOCATION L I GLASS I r #10x3/4- HEX 2".6" MIN. WOOD 0 3 IMIN' TEK DECK REQUIRED WASHER HEAD (NO FINISH 2"x6'-MIN. WOOD DEC SCREWS 0 12" D.C. ALLOW "'If �_' ED) REQUIRED (NO FINISH ALLO 2' MIN I : M ED EQ ED E OF DECK EDGE OF DECK-j G IF APPLICABLE IF APPLICABLE \-E.GE OF DECK IF APPLICABLE 1/ -0 TAPCON OR TAPCON WiTA 2' MIN. 1 1/4-0 TAPCON OR TAPC ­gw AD4VANCED THREADFORM TECHNOLOGY ON WITH 2" MIN. 0 R OR (DOR(OB-1 FINISH W/ 1/2" Min. ENETRATION OF ADVANCED THREADFORM TECHNO, - S P NOTES W/ 1/2" Min. PENETRATION OF OR Q)OR(D+(q) THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SCHEDULE ON SHEET 16) FLOOR CON EC110N IN A14Y WAY TO SUIT ANY INSTAI-LATION. END -CONNECTION DETAI SCALE: 3/8" 1. �_091 FLO—OR CONNECTION FLORIDA BUILDI G CQDE (Ron High Velocity Hurricane Zone) @20C9 EASTERN METAL SUPPLY. INC. S TIM BERTHA HV z�71i�LIE C�O liw�, A.S.S.-A. Accordion Shutter System 1EV_ N, DESCRIPTION DATE Onxwn by: F.P. ILQ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6355 N.11. 3M. St- St.. 305. vM=A WMEINS, FLORIVA 33 A DATE: 09/05/08 Association, Inc. PMn. (305)871-1539 . Fox : (31)5)871-1531 TAPOON WITH ADVAN 4268 Westroods Drive 2 EAD CED to/27/ic DRAWING No THR FORM TECHNOLOGY West Palm Beach, FL 33407 —3 08-227 EB-0006719 WALTER A. r.LUT J . P.E. Ph: (877)999-2772 FAX: (561)209-8330 FLORIDA Uc. # 44167 P.E. SI?At/SlGNA1TjRE/DATE —4 SHEET — 5 14 OF 14 4 -OR COMPONEN _�..'CLADDING (P.S-F.) FOR ASCE 7-05 - PEAK- ROOF HEIGHT LESS TRAN OR Et, TO 60 BASIC WIND SPEED- = 140-Fnph CRTEGORY il BUILDINGS (/=1.00) RESIDENDAL, APARTMENT BUILDINGS -& COMMERC1,41. BUILDINGS (RET41L, WHOLESALE) PEAK ROOF HEIGHT' L- LESS THAN 7�-9" I- GREATER OR EQUAL THAN 7'�9" AND LESS THAN 12'-3" Loo GREATER OR EQUAL THAN 12'-J* (h) POSITIVE NEGATIVE POS117VE NEGA rIVE POSITIVE NEGATIVE 0' - is' 42.7 5Z2 40.5 52.4 jz8 46.8 > 15�-20' 45.4 60.8 43.0 55.7 40.1 49.7 • 10'-25' 4Z6 63.7 45.1 58.4 42.1 52.1 • 25'-30' 49.4 66.2 46.9 60.7 4J. 7 54.1 • JO'-40' 52.5 70.J 49.8 64.4 46.4 57.5 • 40'-.W' 5aO 7J. 7 52.2 6Z5 48.7 60.-'- ___1 > 50 �-60' 5Z2 76.6 54.2 70.2 50.6 62.6 INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LINGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIAMI-DADE COUAffY OR A F.B.C. APPROVAL ROOF HEIG14T vs DESiGN LOAD FOR COMPONENTS & CLADDING (P BUILDING'S PEAK .2S.F.) FOR ASCE 7-05 - P.E-AK_R0QF EATER; THAN 60--FEE BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1=1.00) RESIDEN77AL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, 1fHOLE5ALE) PEAK ROOF HEIGHT I.- LESS THAN 12-3" L­ GREATER OR EQUAL THAff 12'-3" (h) . I POSITIVE NEGATIVE POSITIVE NEGATIVE > so- - 70' 54.1 99.1 49.2 85.3 > 70' - 80' 55.6 102.0 50.6 8Z7 > 80' - 90' 570 104.5 51.8 89.9 > .90, - Too' 58.3 -106. 53.0 91.9 ni i �__gp. '�_ 55.1 95.5 > 120' - 140' 62.6 114.7 56.9 98.7 > 140.' - t6O' 64.4 118.0 58.5 101.5 > 160, - 180, 66.0 12 t.0 60.0 104.0 > 180' - 200' 123.7 6 I.J .106.3 * -200' - -250' 70.7 129.6 64.J 111.5 * -250' - JOO' 73.5 1J4.7 66.8 115.8 > 300' - 350' 75.9 139.1 69.0 119.6 > J50' - 400' 78.1 143.1 -71.0 123.1 > 400' - 450' M 80.0- 146.7 -72.7 126.1- > 450' - 500 81.8 150.0 A 74.4 i 7 1 1.) THIS 'CERnRED SIGNED AND S64LED WIND LOAD SCHEDUL& PREPARED BY THIS ENGWEER, BASED Off ASCE 7-05, -SECTION 6 STANDARD. FOR A- BA57C , W114D SPEED OF 140 -MPH, AND APPLICABLE IMPORTANCE FACTORS &_ EXPOSURES, IS COMPLETELY GENERIC- AND DOES NOT PROWDE INFORMA77ON FOR A SITZ SPECIRC PROJECT 2.) THIS WJND LOAD smouLE musr sE SIGN ED. SEALED AND DATED BY Tin ENGINEER F USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR AERM17' HOLDER TO BE RESPONSIBLE FOR THE SELEC770N OF DESIGN WIND La4DS BASED ON INS GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID F ALTERED By ANY MEANS- 5.) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDXAM ON -A SEPARATE DOCU&fENr PREPARED BY THE CONTRACTOR OR PERMff HOLDER (e.g., SPREADSHEET, OPENING SCHEDULEIChAK, ETC.). p - d 'T6 ot, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C014 I REVIEWED BY DATE PLANS AND PERMIT ?S. Of q ' , I ""o 0 muo I 13r_ Mr-1- a U".Aju %in NO INSPECTION WILL BE MADE lot E IVS No. 44167 This is Nol A Maslef Doing, Valid Onl� Fof One Time Petmit A it fill 100 2007 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICAA0 ZONES) -0 11LIE &us N.W. idth St Ste M5 vhmm ?Jiij87?Z?U0 Fdr ' , W-0006719 WALTER A TILLIr Jr. FLORIDA Lk. A 44 ASCE -7-05 / WIND LOAD SCHEDULES., STORM PANELS, ACCORDION & a4h" -SHUTTERS W7ND­ LOAD SCHEDULE BASIC 1+7ND SPEED = 140 mph EXPOSURE C. Kd = 0.85 AS SHOWN SCALE' J/8/08- DATE 08 - 059 DRAWING No 1 r SIIEET I Of' I