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HomeMy WebLinkAboutSUBMITTED PAPERSW a PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCAN 772-462-1553 By �� ��. L�ci� CQunt�r pp APPLICATION FOR STORM SHUTTER PERMIT , DATE: PERMIT NUMBER: I' O Y. ' `� O'T 1. LOCATION/SITE ADDRESS: Q 13 S C; V- 2. PARCEL ID NUMBER: 33 3'-i SO Iy 1$ 2 - d00 - 3 own Kwm--) - mmol-GAMMIMIM 1 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 2E7,4ST t % 16 S14 AerS 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name: Address: Q t 3 5 5 hW+ ow�- p C• v City: '�) SU State: Fk Zip: 34491 So Phone: J4 29 - Z tv 3 3 Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: C 2 C County Cert #: Business Name: Z5L-41e, Crime Phone number: Z" 7 - N % (-0 Concrete Masonryx 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 f40 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion p —9 •3 A aou Ada Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTIONPROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. 7. VALUE OF CONSTRUCTION: $ —7, Z 1 Q 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. l... 0 '/13 ✓:..-3 PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER &, L'ObL,-) - SIGN,JURE OF OWNER OR CONTRACTORIQUALIFIER STATE OF FLORIDA, COUNTY OF L • ACKNOWLEDGED BEFORE ME THIS ;:;V1! DAY OF, 20 ! _i BY, L V ��J��� N WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC SLCPDSD Revised 96/17/2010 TYPE OR PRINT NAME OF NOT SEAL COMMISSION NUMBER ,a�u .,,, oS P!/p, KENNETH R. 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(•19.11•••A'1n*"r,Napx. l l/t b��i• Nom.los,n " tosxa•h£SsF 'waw+wl.7n)tiaa7+or,.o"�ilA77o 'CILjRdloqqM wrrp.oyh InPn•'Amdy®1Ri rM,U VON 9M wir pig„ m I io nwMip 1•J ow noxv fW u unfit• tnoK,u 11•I11S I,IM Iuld •IID R 100C •dma Jn)MIS 9lanmf11111V Itweilslplg Rd 96:T(V TTOZ/60/SO Papzooag 'OL9 3O`id )E do 8695T9£ # 3'II3 7CSNf100 :110M SNIVS — =00 IMOUI0 3HS 90 XHag0 'HSINS '3 Hd3SOP 3001 SE brgn Park'Way * Stuar#•,'FL 34997 B I Ci P ro pus a I Phone:' 772.287.6478 Fax: 772,287.9740 Al Mi 4JX Old D8te:612712011 " WwW.®uHshulters,corri �.Ict:rise M CRC058017 --- Prepared For: " :Bid. Information' s..._.......-- -Name JOHfV SAL�RNCi' ._....,_..•, —.---;•--...._.,,.,,,..�W,.....,;w_,__-......_:_:.,.---•--= Bid'TypeHQME OWNER SubdIvIslohIPGAVILLAGE Job.;Na>fneSA1. RNa.RES: Job.Addres8135 SHORT CHIP Itlatalled Q City-State-ZI 'PpRT SAINT LUCIE, FL 34888 TPhones Home .'(772) 429-2633 Sales Person DOUG GOETHEL -............_----- Proposal D'escrlptipn Reniove existing tracks and anchors and install the following, ,7-7 Ivory DADE Approved Accordion Shutters on (0) openings all with push button -locks:' Permit included. Homeowner to get H.O.A approval, •I All work to be finished � ' � • • , • ` :proposal ;Total: - . $7, ,210.00 � Deposit % $2,4KO:0: p Balance On Completion $4,81Q.04_, ONE YRAA,R WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agraments and all items dfstusrtd are Covered by this written aontract'Thle is a proposal until bigned by an officer of this corporation at which time it become an executed contract Acceptance by owner mast be within 30 days of propo$41 daft. Buyer lquycancel this contract within 3 working days after signing, No change in minurementi will be allowed except at prices mutually,aliretd opora it the time these changes i,re made, Any pbyslcar or verbal changes Aft signing must be approvai1a writing by both parties. All agreamenti are condnQent upon strikes, lodka'ut4 acpldti+ts, acti Of God, weather, fire; carrier delays, delay or failure to receive raw ' material davaies, Or by other caasae, whether of like or different nature beyond our cQetroL Owner to carry fire, tofnidd rnd other necessary fnsuiinc! .Qpr rvvrken are fully tovered by Workmen's Compensation fwarancG All material h property of Gulfetrfsm•until final paymenCand.c�Y4Le r entbyed R sat paltl. Electric— huger agrees that any necessary electrical connections will be made the closest source of power. Any changes or variations rvW be' n edditlOna) Charge Interest - Buyer Agrees to pay I i• % per monih interest charge an any unpaid balances, Costs of Col►eotion- Buyer agrees to.be responsible for eeliar's atmrney's fees (both trial and appeal) and all other costa of collactlod-in the event full payment as outlined herein Is not made within 10 days of the completion of the work outlined hectic, Acceptance of proposal -the above prices, specifications and 904itions are satisfactory apd hereby accepted you'are authorized.to.do the work as rpecifled. Cancellation Fee Z0%a of contract amount Paymentwill.be made as outlined above. ' Material Only Customers - You are responsible for year own. me manta, (wldth Y height) Signature: c�°Signature: ' Date of Ac optsknce: Agent: b -� Thank You for the opportunity to be of,Service! Co. j t,by. 0 cs� 3001 S.E. GRAN PARK WAY STUART, FL M97 • Phone: 772.267.047Q ".fair: 772-287.2740 " e-mall: i'nf Sgulfshuttera.00M l00/100'd Ova L82 2LZ(X,8A) wnNIwniu N83diS31f19 62:S1 (1,1001102-L2-Nflf Cau & ALUM/NUM & SHUTTER CORP. Do It Once. Do It Right. Since 1979 Special Instructions: 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476,' • (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrienl@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 121.1, PB# U-17051, CRC58017 Date LAYOUT SHEET Salesperson Page I_ of I - Key Storm Panels SP Rollups - RU Accordions - CC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Date Floyaida Bi.lding Code Online Page 1 of 2 11 �. {��9 a '$ rot M' k 1W..,v,:.<,. #'.. .iti'�2 :t+h,� .x x: AB. ` �' Y 'I 0 4 P##i' ffi?': 0... BCIS Home i Log In User Registration Hot Topics ;Submit Surcharge Stats &Facts Publications FBC Staff 'BCIS Site Map ;Links (Search Product Approval USER: Public User pis Product Approval Menu > Product or Application Search > Application List > Application Detail Application Type Revision SOA 11141151 Code Version 2007%�r };. *& Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sliu t rs1 Subcategory �ftordon Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IFf. 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. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwo No. 08-227 Certification of•Independence.pdf Referenced Standard and.Year (of Standard) Standard Year ASTM E-1886 2002 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 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 ..._....... _....... _.... ........ .......... ---- ......... _......... _y_..... _.._._....... ...._............ __................ __.............. __._._................................... _..... _...... ... _....._.:_._.................... _... _..... _..... _... .Y............. ... ........ _.......... _... _....... ......._._..... __...... _.... _........ _._ _._._.. Summary of Products FL # Model, Number or Name Description 389.1 :]�#08-227 Bertha HV Accordion Shutter- Blade 1 Only- (Non-HVHZ)- Drwg Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Installation Instructions. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R3 II Drawing No. 08-227 Revised odf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D" max. span is 16'-0" for 30.0 p.s.f (for symmetrical and opposing centermates). Created by Independent Third Party: Yes Evaluation Reports FL389 R3 AE Dwo No. 08-227 Product Evaluation Report.odf See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within Created by Independent Third Party: Yes High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, 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: EgFELK �. SecuriMNIMW .� V4k9bY F Leingil .• 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 1509 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 1,609.1.2 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 DACROSHIELD& 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 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024-174 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi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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.Q. ENGINEER i 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. /177MVC707,w-,�\ TIWT TESTING & ENGINEERING COMPANY M5 N.N. 361h. St, St . 3W. NRGINIA GARDENS, FLORIDA 33 Ph...: (305)871-1530 . Fax 1 (305)871-1531 e—mail: Litcco®acl.com ES-0006719 WALTER A TIWT h_ P.E. FLORIDA Lic. S 44167 FLORIDA A.S.S.A. L American Shutter Systems ' Association, Inc. r34 4268 Westroods Drive West Palm Beach, FL 33'407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non Nigh Velocity Hurricane © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter Syst w 1 9/05/0 1 UAI L: UV/ LID/ U GENERAL IG/Z7/1 DRAWING No 08-227 SHEET, 1 OF 14 9 q o Ia.554. 4.371' 4.857' A�is��/��BLYABG # COVERED UNDER US PATENT # 5458179 (F)HD 2" (Nlox.) B/O HEADER/SILL # 2 3.226' 1.500" ni (YP.) 4.89 ,OH V%V ADJ�:ADAP.TER '1V7L1P31L VARIES 2' 1.918" Max. I 1 • o osa"� ; „ y \ys m ON H.V. 2" (Max.) DIRECT MOUNT 1.917" 0 a .offs• .offs' o .0 0" n P v m y 670 1 1.686' c 3.520' O HV CEILING HEADER # 1 4 .z5o" TYP. 0 3.000" OO 3" FLOOR ANGLE 4.576' 2.293" .745" I r�v0. :(lLN ttV�CEfiTERb$ATE�` (SELF MATING) o TYP VARIES FROM 2.000" TO 5.000" Q B.O. WALL ANGLE VAR; 5 1 1.915" �I .083' m .083 IL m� .060t O n 060' n a 670 mry 3.5'e0" �HV�gSawi, ax�)�®IO�IHEADEl2%SItL o G+o� p fi70" vim/ I 072 d 0 m .8157 2.092' 4.436" OJ HV WALK -OVER TRACK CMJ HV FLOATING CENTERMATE .j 2 I X y2" ' 0.0621 2' 3' 0.062", 2' 4' 0.052' 2• 5" 10.062" ®R SIDE ANGLE `ter TILLIT TESTING $ ENGINEERING COMPANY ..,.� ' J 1�76355 N.W. 36th. 6L, Ste. 305, VIRGINIA WACQ76, FLORIDA 33 ', Phone : (305)871-1530 . Fax : (305)871-1531 '� •, -•'•:.� `. a-m 9: Gitaca®aai.cam aE8-0006719 `':, . ; ;. 1• ' _'' _ WALTER A. TIUJT 3r, P.E. FLORIDA U.. f 44167 P.E, SEAL/SIdNATURE/DATE n4J o .093' 667^1 3.529" EE D CEILING HEADER/SILL A 2 1.491" 1,200" 0 a5ary \ bs J O HV 90'/180' STARTER G HV CORNER CENTERMATE # 3 I X Y t 2" 2" 0.125'I 3" 3" 0.090" CS )_Q9 ER POST FLORIDA BUILDING CODE (Non High Velocity Hurricc © 2009 EASTERN METAL SUPPLY, INC. 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 RERTHA HV I I Accordion Shutter System DRAWING No 08-227 R LONG VARIES. 12• MIN, 3/a C i.t30 WHEEL �3 NYLON RECESSED i/s' a-zo 5.5. OR 3/8'e-IS tT/z• ASSEMBLY AT WASHER NYLON BUSHING. ACETAL THUM85CREKS. AT EVERY I (sEE OErnts) OTHER #14x2 3/4' H.V. I • KNUCKLE ACCORDION PIN 1 W/ #8 HEAD i v J i/a•o Y �_ �T o Z .375'e §2 SHORT a #14x2 3/4" H.V. RECESSED i" ACCORDION PIN 1 NYLONI (SEE NOTES ON SHEET 4) 3/8"0-16 ACETAL 114" 0-2O S.S. BUSHING. Ny0 W/ ;�8 HEAD I THUMBSCREWS THUMBSCREWS .. .I AO 1 _ LI .4� ' r3l #3 NYLONHV-: �BLADE HVHAT WASHERACCORDION ;. I. ACCORDIONxPIN PIN 4 ,870"x3/16" � etar HEAD THREADED 1 % DIE CASTn+READEo IE CAST A751 I .9 5" THICK NYLON ' S.S.M.S. 1 HOUSING ENAMEL HOUSING ENNAEL (z BAKED PANTED �I BAKED PANTED 302 SERIES S.S. I WHEEL _ RIVETS 63t¢ I EGRESS TURN KNOB. AISI 302 4V 0 SERIES S.S. WHEEL 1 CARRIAGEQt LONG ` BRASS CYLINDER Q2 SHORT RECESSED .3t8' `BRASS CYLINDER ! RECESSED NYLON & KEYS (CHROME (CHROME PLATED) I I , PLATED) _ ® HV NYLON BUSHING BUSHING �W H.V. L'O`6Kf 'EGt2ESS F7 VFS} &0A ON I BLADE I ACCORDION I I O l ACCORDION PIN I (SEE NOTES ON SHEET 4) FIN I BLADE .e7s' I x Y fifil l ¢�¢ I O .250' O.D. - s r�S I BLADE PLASTIC HEAD o 18 181 LON RECESSED c�M Nir ' I (�1 LONG MOLDEDSCREW NYLON BUSHING "- RECESSED - NYLON B-1 USHING szs » AFIER RIVETING �TYP1dAL;'SMJTMER6zA`SSEMBL-Y, 3sD' BEFORE RW-nNG SCALE: 3/8" = 1" "/-'4' 1 14"0-20 RIVNUT# oO.324" #14x2 3/4" H.v. 2 #14x2 3/4' HV.� 3'S TNOM9SREN+ DaB� ® ACCORDION FIN ACCORDION FIN i W/ #8 HEAD 1 W/ M8 HEAD TYR. ALTERNATE LOCK (TO HV LOCK 81 9 (SEE NOTES ON SHEET 4) I *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, `"+ ''-•�""' PART ofizo, As MANUFACTURED By WHEELf CARRIAGE DETAIL ASSEMBLY i*AY6a AVDEL CHERRY TEXTORN, PARSIPPENY,yN.T.S. NEW JERSEY 07054 OR EQUAL. N.T.S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ©2009 EASTERN METAL SUPPLY, INC. Y BERTHA HV TM _ " 1L EC O 1N¢. A■S■S.A■ Accordion Shutter System SV•. Z"" REV. N DESCRIPTION DATE One— by: F.P. =^�'("_a._--- j/=?-= TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems t � �tga cYoa/aa DATE: 09/OS/08 f •7 ( ? "t 8355 N.W. 36". St. Ste. 305. VIRGINIA GARDENS, FLORIDA 3316. Association, Inc. ' ;' ,--.• Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 DRAWING No e-moil: lilteca®xl.eom EB-aaae719 West Palm Beach, FL 33407 3 O$-2`L7 WA IC. # Jr, P.E. Ph:_(877)999-2772 FAX: (561)209-8380 a SHEET FLORIDAFORIUc. ®44167 P.E. SEAL/SIdWURE/DATE 5 3 OF 14 * NOTES ON LOCKING RODS n . HV LOCK R AND ALTERNATE lQ/ LOCK: 1. MANDATORY CONDITION #1: ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK (t'jF 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 #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 Q 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- 0 ARE NOT REQUIRED AT HURRICANE POSITION; BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS (g) OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION #2: ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK I@ 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 MANDATORY CONDITION #1_ VALID ONLY FOR SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK WN MAY BE USED IN LIEU OF HV LOCK @ FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTIERNAfE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBS EW TO @ OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM.-RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. ©°R ©°RO 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ' y . :.,'����:—w'�•;�',�.... > I FL. E C 4 . N -. A, S ■ S A■ American Shutter Systems Association, Inc. 4263 Westroads Drive West Palm Becch, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36tb. St.. Ste. 305. MR=U GARDENS. FLORIOS 3318 (305)e71-153G . Fa.: (305)87t-1531 ®-0006719 WALTER A. TILLR Jr. P.E FLORIDA U. # "167 EV. N DESCRIPTION DAIS Drawn by: F.P. 1 an �,,, DATE: 09/05/08 2 - DRAWING No 08--227 ....', " -'•' .: �.` '; '�.. • a. F.E. SEAC/SI 0fGRE%DATE 3 < SHEET 4 OF 14 6 POURED - CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) /-@CR(D MIN. SEPAGI-RATION I EXISTING I GIISS—, i at WALL POUNTING !C NSTA L�tTI(ZNy 1 -`: %ORD CONCRETE A14CHORS J (SEE SCHEDULE ON SHEET 10) POURED CONCRETE OR CONCRETE BLOCK � WALL REQUIRED UALLMOUNTING:I ST,4UATION--a EXISTING CONCRETE ANCHORS tSEE SCHEDULE ON 1/4'+e-20x3/4' S.S. NOT FOR COMBINATION CF SEC'ifONS: SHEET 10) MACHINE SCREWS USINC 1/4'-20 NUTS ® 12' O.C. 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOU14TING SECTIONS CAN BE COMBINED 1" Min. IN ANY WAY TO SUIT ANY INSTALLATION. EO O Q E. 0. - EDGE DISTANCE �T(SEE NOTES & SCHEDULE ON SHEET 11) , _I OF: 1' MIN. SEPARATION fg2 WALL MOUNTING INSTALLATION Y MIN. SEPARATION 1" Min. i L-1/4'0-20x3/4' S.S. PHILUPS L,CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE4A (SEE SCHEDULE ON USING 1/4"-20 NUTS ®'12- O.C. OR CONCRETE BLOCK SHEET 10) WALL REQUIRED 0 WALL MOUNTING INSTALLATION INSTALLATION DETAILS FLORIDA BUILDING CODE (Hon Nigh 'Velocity Hurricane Zol • © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM -LIE C O tN�. A■■■Q■ Accordion Shutter Systen Cy-}w•,,:..�;j��r �.y..�. �� American Shutter Systems TILUT TESTING & ENGINEERING COMPANY REV. N. DESCRIPTION GATE Drawn b . F.P. I � �,� a�m�u DATE: 09/05/D '�%'/ •,/.fs .. M..•�'. f 63M N.W. 36", St, Sta. 305. VIROINIA GARDE S. FLORDA At6 Ph— (305)871-1530 . Fax : (305)871-1531 )B71- 30 . F..L: ( Association, Inc. 4268 Westroads Drive Z DRAWING No ES-0006719 West Palm Beach, FL 33407 08-227 3 WALTER A TILLrr Jr. P.E. - , Ph: (877)999-2772'FAX: (561)209-8380 4 SHEET P.E. SEAL/SIGNATURE/DATE Ui FLORIDA f 44167 5 OF 14 6 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) REQUIRED EDGE OF SLAB IF D.I APPLICABLE lIILL I111 B aR% i' MIN. SEPARATION TO GLASS OS CEILING MOUNTING INSTALLATION -MIN. SEPARATION TO GLASS i EXISTING E� GLASSf 1 ALTERNATES ' ANCHOR I 11 LOCATION 3/9 MIN. CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY -� MIN. SEPARATION�'M - A 2- MOUNTING SECTIONS CAN BE COMBINE TO GLASS I z IN ANY WAY TO SUIT ANY INSTALLATION. � i � \_ ' E. D. =EGE DISTANCE EXISTING I ' ' II' , (SEE NOTES & SCHEDULE ON SHEET 11) GLASS-1W My / EDGE OF SLAB IF APPLICABLE POURED " L F 0.*� CONCRETE REQUIRE FLATHEAD CONCRETE ANCHORS (SET SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION --MIN. SEPARATION-! TO GLASS Ixlmrlc I GLASs—{ i Q - #14x3/4• S.S. HEX HEAD TEK SCREWS 0 9O.C. OR 1/4'0-20 S.S. M.S. W/ NUT 0 9" O.C. '#10x3/4• HEX WASHER HEAD TEK SCREWS 0 12' O•.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) / EDGE OF } ; S AIF I APPUCABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT D.* OR ENTRANCE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) 77EDGE OF SLOB IF CONCRETE REQUIRE E. D.F �4QFL4012IMOUNT1NGiIfiISTrA1LAT1flN t C FLOOR MOUNTING INSTALLATION t . INSTALLATION DETAILS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zor 0 2D09 EASTERN METAL SUPPLY, INC. BERTHAHV TM Accordion Shutter System .�, 1 LI E C 4 ... S � ! ■ ■ American Shutter Systems Association, Inc. 4QEi8 Westroads Drive - West Palm Beach, FL 33407 Ph: (877 999-2772 FAY: (561 209-8380 � ) TILLER TESTING &ENGINEERING COMPANY 05S N.W. 36LR EL, Ste. 306. MRGIMA GARDENS. FLORNA 331E Phone : (305)871-1530 . Fex : (305)871-1631 e-mail 0006Oaol.wm EB. TILUT1s wFLTERa n. # Jr. P.E. FLORIDADTaLic. g sa16T . H, DESCRIPTION DATE prawn b. FP.1 ' - . '> py q-19B .Na/m DATE: 09/05/CE z DRAWING No 08-227 U % P.E. SEAL/SIGNATURE/DATE 3 a SHEET 6 OF 14 s OUT I 2•x2•x 1/a'x0'-2 A (66:s T6 ALLOY) ALUM. ANGLE 0 %(2) 1/40 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & 1 (4)#10xt/2• S.M.S. TO TUBE AT EACH ANGLE (1YP) K a I * SEE NOTES ON LOCKING RODS© , HV LOCKS® N /--EXISTING GLASS AND ALTERNATE LOCK (a.ON SHEET 4. .. .. i SEE END WALL CONNECTI0ICONNECTI01 1/2" #tOx3/4• S.M.S. ® 12• I\I O.C. FULL LENGHT. — — — — EXISTING GLASS DETAILS ON SHEETS 8 & ION SHEETS 8 & 1 ------------------------------------------- --(y 3 1 /4" 7' 6 1 /2• 7" FOPPOSING SYMMETRICAL CENTERMATES CENTERMATES W/ LOCK CVJix` W LOCK W * 1" MIN. SEPARATION { Xc TO GLASS W* U* I N U U I EXISTING I c-��GLAss �O' `JOR0J \ Guss G —------ ) ` I A IN 1' MIN. OPT'ONAL T%1� i X SEPARATION (INTERIOR) TO GLASS .� OUT A ° ©OR so * W I * (EXTERIOR) OUT U SECTION 12 AT CORNER CENTERMATE #3 / � 1 / - ----- --f---------- --- -- ----- --- u* A I I�OR IO ` M OR� OR OUT L M SECTION 12 —EXISTING GLASS 2- - - - - - - - - - - - ---1------- SYMMETRICAL * IN -@OR©OROOR t CENTERMATES Orna"aL�WI 1" MIN. SEPARATION K W LOCK * r(INTER X) ' OORO+0ORO TO CLASS ALTERNATE SECTION 12 -`--" TILLIT TESTING & ENGINEERING COMPANY "— - -- ' �% -. w-• 'Y? ' fj;T 6355 N.N. 36th. St" Ste. 305. V1RGNIA WROENS. FLORIDA M PhGhe : (305)871-1530 Pox: (305)871-1531 e- 03: tilt-000I.eom EB-0006719 WAITER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDAuG 44167 O REOU;RED ANCHORS 15" O.C. OR O W OUT 6 1/2" MAX. SLACK SECTION 1-2 AT SLACK DETAIL (IF APPLICABLE FLORIDA BUILDING CODE (Hon High. Velocity Hurricane Zone; © 2009 EASTERN METAL SUPPLY, INC. a � � a BERTI4A HV T"` ■ ■ ■ ■ Accordion Shutter System American Shutter Systems EV. " DESCRIPTION DATE D— by: F.P. Association, .Inc. 1 °5-10 DATE: 09/05/08 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 O8-227 Ph: (877)999-2772 FAX: (561)P09-8380 A cures POURED CONCRETE OR V CONCRETE SLACK WALL REQUIRED CONCRETE 441N.. EXISTING GLASS a �77_ / LAIN. i 1" MIN. SEPARATION 1/1ti Ti MAX. (6063-TG)--_ TO GLASS CONT. ALUM. CLOSER PLATE (LOCATE AT ERHER'LOCATE AT SIDE OF NQ)NTH SIDE MIND�1/I #10x1/2" S.M.S. 110x1/2"S.M.S. - — - — - a 16" O.0 I SEE DETAIL X FOR SIDE CONNECTION TO TRACKS OR®+OORO END CONNECTION DETAIL U POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ^"isTING CUSS 1' MIN: SEPARATION F51 TO GLASS ws'— Nft � POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASSI" MIN < Y SEPARATION i TO GLASS l / ERA I I SEE DETAIL X��FOF SIDE CONNECTION .A TO TRACKS _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS J— -1IT— i' MIN. — SEPARATION TO GLASS ZOOR®OR®OR(r) OR®+OI -Q) OR(q+(DORQ '"5`x` ^� IEND�-e —• CONRMTI - 'ET.AIL��3 END CONNECTION DETAIL 2� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING /( GLASS �I Oxt/2' S.M.S. 1' MIN. ® 12" O.0 SEPARATION D -- (2)j14x1 3/4' HV PIN. 'LOOR© OR(E)OR(E) END CONNECTION DETAIL 5� oR-)+(I oTi@ CONCRETE ANCHOR 12' O.C. 2' END CONNECTION DETAIL © QR®+01-ORS . .:.::_..... - /�l�EC �im, TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36N. St.. Ste. 305. VaMrIJA GARDENS. FLOPoW 33 Phone : (305)871-1530 . Fox : (305)871-1531 ..� e—mal: tiltecoBaol.com .. EB-0006719 WALTER A TILUT Jr. P.E. P.E. SEAL/SIGN.ATURE/DATE FLQRIDA Uc. B 44167 „ ORV CONCRETE nu a BLOCK WALL REQUIRED EXISTING GLASS �i� 1" MIN. *USE 1' OR 2" MAX. I (AS APPUCABLE)x2"x1 /na'-2- I ` 11 ALUMINUM CUP ANGLE �- (6063-T6 ALLOY) AT MIDHEIGHT W/(i)#iox1/2- S,M.S. TOO& (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OF©) SEE DETAIL X FORJj SIDE CONNECTION OR©OR®OR(rEj) TO TRACKS OR(3+ DORO END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN (2)f SOR (C', OR©OR(D OR(R +OORO . DETAIL=��X� FLORIIDA BUILDING A.SES.A. American Shutter Systems Association, Inc. 4268 Westroods 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 I DESCRIPTION DATE I 0m 6y. F.P. o�n n_re, a/w/oA DATE: 09/05/08 DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. "ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 30 OR LES 16'-0" 16'-0" 16'-0' 1V-0" 35 14'-10" 14'-1 D" 40 13'-10' 13'-10" 45 13'-I' 13'-1' 13'-4' 14'-3' 50 12'-5' 12'-5' 12'-8' 13'-7" 55 IV-10" I V-10' 12'-1" 12'-11' 60;1 tin ov-1 W i.. ti,t(1e 4i(i �1111.,1 ii12 =4 65 10'-10" 1&10' 1V-1" I it'-1 I' 70 75 10'-1" 10'-1" 10'-4' II'_I' 80 9'-10' 9'-10" t0'-0" 10'-9" 85 9'-6" 9'-6- 9'-9" 10'-5" 90 " 95 9.'-0' 8'-9' 9'-10" 100 8'-6- 8'-4" �9-2' 0' 9'-7- 105 8'-7"7'-11'9' 9'-4" 110 8'-4" 7'-7" W-7" 9'-2' 115 8'-2- 7'-3" 5'-4" W-11- 120 8'-O' I 6'-11 8"-2- 8'-9' 125 7'-10' 5'-8' 8'-0" 8'-5" 130 7'-8- 6'-5" 7'-10" 8'-1' 135 7'-7" 6'-2" 7'-9" 7'-9" 140 V-5" V-11" 7'-7" 7'-6- 145 7'-3" V-9" 7'-5" 7'-3" 150 V-2' 1'-7" 7'-4- 7'-0" 155 7'-0' V-5' 7'-2- 6'-9' 160 6'-11" 5'-2" 7'-1" 6'-7" 165 W-10' 5'-1" 7'-0" 6'-4" i.70 6'-9" 4'-11' 6'-11" 6'-2" 175 6'-7- 4'-9— 6'-9' 6'-0" 130 6'-6" 4'-8' V-S" V-10" 185 6'-5" 4'-8° 67-7' 5'-8' 190 6'-4" 4'-5" 6'-6" 5'-6" 195 6'-3- 4'-3' 6'-5" 5'-5" 200 6'-2" 4'-2"6'-4" 5'-3" 205 6'-1" i 4'-I" 1 W-3" 1 5'-1' MAXIMUM SHUTTER SPAN OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (+ P—) CONC IE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEILING MOUNTING L + (ft) 77 - (ft) 30 16'-13' 1 16'-0' 35 14'-10' 14'-10' 40 13'-10' 13,-10" 45 13,-1" 13'-1" 50 12'-5' 12'-5' 55 IV-10" 11'-10" 60 11'-4" 11'-4" 65 10'-10' IV-10' 70 10'-6" 10'-6" 75 10'-I' 10'-1' 80 9'10' 85 9a 90 95 9'-O" 100 8'-9" 105 8'-7" 110 8'=44" 7'-7" 115 s'=z' 7'-3' 120 125 7'-•10' 6'-8' 135 7'-7' 6'-2" 140 7'=5' 145 7' ,3' 150 5'-7' 155 0' S'-5"160 I1" 5'-2- 165 [7'-'2* 10"170 9-175 7'180 6'185 5" 4'-6" 190 6'-4' 4'-5' ZDO _2" INSTALLATION LEGEND 0 CRj& NSORY, WOOD T1�N, G& V(jF,p�0R7�,CEILJNG 2,40 4 1W, 2W, 3W, 4W, 5W & 6W 5, 6,® & 8 SW. 9W%TING low MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 DO. DESIGN LOAD. t CORNER CENTERMATE 43 MAY BE USED AT ALL MCUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION §2 NOTE #4, SHEET 4 OF 14 :: !L ECO„��. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 3CUL SL, Etc. 305. MRDIMA GARDENS. FLORIDA 33 Pb­ : (305)871=I530 . Far : (305)871-1531 . WALTER A. TILLIT Jr. P.E. FLORIDA Ue. # 44167 P.E. SEAL/SIGNATURE/DATE • 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/8OTTOM) 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: LI+- MAX. SPAN FOR WALL MOUNTING iNSTALLAMONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: ' Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'b+% "L2+', "Li-" AND "L 2-" e (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM. ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUIL AwSm. wAn American Shutter Systems Association; Inc. 4268 W.Sticads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 02009 EASTERN METAL SUPPLY, INC. BERTHA Hid TM Accordion Shutter Sy id DESCRIPTION BATE Orawr nnm-11. DATE: � DRAWING No 08-227 . ., �' ©' CCiiJ9t�im�..•,..r.•,���® �'' �� °m' �m®' ®'' ®' �FOR ®' ®m®' i ®' ®' mm®�®' ®'' ®' ®' �' �m®' ®' ®' mmmovovo mmmamvvo a=mmvoolvo a�mmvvvom mmmr000tam ,iCiiF3fi'7un �m�®®m�volvvo ME 0®@OQOQOg�m�O DaQi::mO' Q00 ©®m�C�i0000mm[�D�C�7©Cif mmmon000 mmmovoo f� mmmoronvo mmr�onnoo rmmmonov0 mmmoonroifa mm�r�aoor�rmmmvvoorommmvvovomm�ivovonmmmovo®ommmonomm mmmEaonraommmooraoommmotovvommtin000 ommmoonorammmonnora • . mmmvonmoairmmnraoorommmvonraor�mmoov�iiommmoronoammmonnoo mmmoonvormmmouoraoa�mmonravommmonv ommmora©nommmonnr�m mm�v�o mmmvvoom mmmora000u�m�omovo mmmr�®vo mmmo®mmm mmmovomommmorvorommmm�annmrommmraororvommmr�000mmmoon ' ®mm00®tOOiEfmmOt�OmoO® t00t [3©mm0©0©o00mi�DO I " mmmvvovmmmm�aQnrammmm000vomimmiv0000mmrmvo Eu m ommom norm ® m m Mm}tiII00m©o mmmraonmo mmmoovvo mm�m0000 mmr�®m®no rmmmmr�mmm tinmtmon moo mimmvvo®o ruamrmonnron mmmonvoo ®mmvovtao a�mmonoom ®mrmooroorommmvvvoommmvoom®mmmiomovommmv®mnaa�mm�®©m mmmEata©oammmvv000airmmvano®a�mmv©000rmmmoomoo riommooromm monoom®momnvommmoiU®vvommaom©mm asmmoroovoMMIN ®ommM"UNnOommmvononmmmonvoommmnnomm ®®mmiovootammmoraL-12"m mmmor�vvommmmv000mmm"omnmmmmmovoommmor�ommmmnm©mm �L!®mM®BOOIXJIMM nvoommmivnnraommmoravoo®mmmovoommmmmmmm mmommoor�mmo®r�mmm iLfmfiliEl®v00KMM 7©v0mmim00®ti000mmt�D000wMMMMMM - a®mOtfi!®�varoomr�mr�uoovommmmr�ar�vovmmrmr�rori�em 74ri1iam1�i10E mmm®©vOOmmiDi0000O�m ESQ®mOmmm©oOOt�mmm�t000mmm��®©mm mmmo©MMIMi AMAM O mm�Ii•OmOmml im001�mmm�ID�OVOmi�E�7®�mOm mmtsmmmoon m®mrm®von mmmnnvoo �oovmvo ®mm©ovroo ®mm©®dmm mmmm0000filmtm0®mOOm®mvin000mmm©0000mmmv®000mmmonmme ,, a�mmovononmm®®noommmromoow n000m®®oonnorsn�i�onemm mmmov000mmmovnoommmolranoo mm©onmoommnmonnom�ao�mmera INS mmm©mmnom111113 oommmoor�oomm000000®m®r�0000�®neeme mmm©®vvom®m>a®oo mmmonvvnmmvoovoommm®©e>vornmmo®eae mm®©or000mmmrwo�mmmEavoorQtihl©v000O®IIFiO®oovomii]�isfliE�mOCi mmv®annnmmmo©norammmvonnn®monononmm®nnnnomses�seoe mo©raonool�n©erser� mmvov000mmmovnon0mm00000®m©00000mmmn000nmrmmraeraere ®mmraovnonmmm00000mmmov000�v000000 riam0000nommmnoovnrsammnoovQrmoono�a®r�rm000nnmmmrmeee mmmoaronn mmmnnnnn mmmnoono mmnonnoe mmolvnonn mrms�seermra mIMMiMMmmmovnaommrin00000m0000vonmromoonoos MMsee11l -� ®mmoovaommmm0000mmm000�mm©nonoommmnoonn�nMIMMMmee 0000�m�ovvM' m oovvommm®ovoomm0m000��orvv mmm�mm MMMM� ®®Ot00nnn�®nniSoon�mnoon0o0m0000t0ommoomoO �R70000(t� ®mmvoormoom®oovnonmmov0000�am000roanomommopotr ' mXm000r000m®vv0000mmoovoovm®oorvvvo�l000mmim. v.m verse mmonnnoommoovonommr000voomvoon000mm000mooreese® aifmoora000 mmon000n mm000aoo vaov0000 v0000noo nnrerarmrmerm 1�o=Q0oo0m0otavOo�®voo0� m0v00000�v000vo�Al4fes®e0 ' ®fanon000mmovta000mmoovoo�m0000000m®on0000snr�see�re mit�no>nnnnmmononnn mmn00000 >�onnnnoimrm000noon�rmer�rm ®OQQOOOO mrmvo�o �p—MMMMm ieoovovoo mv000000 mraseserme Mmim00000ria000rivo®r�orm000vorm0000000r�orot00000eneQee�rs. onnnonom0000000tu�or000000rvonlo 000000000r�oonrmreterme� mQ000noomoov0000m000v000mo ononm0000000enese�era rmovmormooriav�000r�r�000r�rm000r�000000rav0000vno rersermerm ®or000000 tiaomov000 r�oroorm000 �oora0000 rm000000o er��seriseere ' tiav000rvorariavrtar�avor�mormormoorm 000voor�voC1.Noovonermera�e mnt0000O0Qf000Oy0O�0�y0y0Om00mQOnF�inOOn0O • set�i=1 P.E. S6 FTUMECO TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361, St, St.. 305, MRf.M GARD94S, FLORIOA 30 Ph—: (305)871-1530 . Far : (305)871-1531 e-ma6: Ot-0-1— EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA U.. $ 44167 A.S.S.A. American Shutter Systems Association, inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 11 CODE (Hon High velocity -Hurricane Zoi © 2C09 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systen 1. DESCRIPTION DATE Drawn b : F.P. / ow 05-t°5 5/m/m DATE: '09/05/0 TAPCON WITI1 ADVANCED iHREAOFORN TECHNOLOGY IO/27/10 DRAWING No SUE TAPW CAPhTAPPEt� 0 8-227 MAXIMUM ANCHOR* SPACING (in.) S HEDULE FORA GIVEN MAX. SHUTTER SPAN * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DE51_ GN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MODNNNGS 5, 6, 7 & 8-ON SNE-Zr 6) - 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FAME amaoovvo a®0vvvvv amav0000 mI®I®I®I®imtal� • m. Vim' D�DDD���DDDDOm®m8000®®®®®t'�0 ®a�mmnvo�a®avQv�a�ollvuv©®®®®®gym , m®�DOIDIDIOm®m1�101i�0 0® DODO®I®®®®®AID® m®m0000��®�D�0000®moncaa®�®®�D�i® �!®iL710pODE3i 0®�DODDI30®ml0000®®®®®�mf�E! 0mmonnv©m®�vv�m®mvoomo®®®moQ©o ,a31mmoovv®m®avmvvv®mmvonom®®I®®mmv a�mmoomo®®®avvav©mmmom©m©®®m®nmma 0mmovvom a®avnono mmmvvoma� m®>®mvv® mmvv®mo ml®avnvvo rnmavn[3mm ®I®I'®0®mv© 19HEMMMMM"CMEMEM ID®m�0®0©�®)�000000®O�mO©a®®0000©a ui®m' 00EM©®[Maur 0000�®m00©Da®®�Om©tea amm>Eaoml®m Tin®Ifn10100000®movly®©®®Dom©®a mmv®v®mom®mon�oa�om®®aa®mmv®©aa amaom®va a®mon�vasmovl®maa ®®momoaa mmno®iiv�m®0ono EMM mmom®o©am®avnl�al®�0100I©aa ®Ivnmvoaa mmmom©aam®�v�ommn©moan®m®v©�aa �-- mmmom©aam�>vvvaam om©oaa®®mvamaa mmmommaam®aaooaom�momoaa®®mmmova mm©®®moos®�aanaamommmaaa�©a®aaa ©mm�vaomaavavaa m�vl®ol�aa ll�m®®aaa ®m®DOpL�3aam®�lODOaa0m0E��®aa®I�0®!�1®aa , .mmmom©aam®m�a>o>vaa®mao©aaaammv©maa mmmoo©aaaamovnaam®>o>v©aaamommvaaa I�ipplvl©aal�I®alvvvaa ®�>vavvaA ®Roca©vaaa amommvaam®avvoaaaam©a©aa®�©o©aa mm000maaml®movloaal� . lv®®maa�mommlaaa �>�v©aa®�vvvaavr�imm©aaa;�mamvaaa a�v®maaaml�vovaa imv®I®®aaa momvaaaa -m®mvI©aaal�®monaaa®oomoaaa�m®mmaaa ml®iummaaam�vaaaomm►�3!©vaaaamm©vlvaa my®v®aaam®�>vaaano�©aaaa�vvaaaa •- ®mm©vaaam®mvvaaa�ovvaaaamm©aaaaa ®mmv®®aaalEal®I�onaaa ®�mI®maaa�v©v®aaa m�®v©aaam®mvaaaa®nomoaaaamvom®lvaa �®©v©auaam®mvvaaa®mv�aaaav®®vavva ®vv©vaaaa®monaaamo© aaaavv®vaaaa �m©aaaam®mvaaaa�®©oaaaaa®©a©ono .,m�amaaaa�®avaaaamm®maaaa�v®v®aaa �®maaaa ®aoaaaav©mvaaaa�©I®aaaaa mo®®aaaaa®avaaaav�maaaaa�mvaaaaa ®vvaaaaaa®aaaaaa�o®aaaaavv®®©aaa �maaaaam®aaaaaa�o©aaaaam�m©v©aaa �mvoaaaoa�aaaaa�©v�aaaaav®vaaaaa� �o©aaaaam�aaaaa�voaaaaasvovaaaa ��aaaaam®aaaaaav aam�omaaaa . . �maaaaa�aaaaaa��aa�r��©aaa vaaaoam®�aaaav®vaaaaavm©aaaaa vvva myI©aaaaal�®aaaaaavavavaaa®m�aaaaa TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ (A) TO EXISTING POURED CONCRETE: (fin, f c - 3 ksi) - 1/4'm TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDIX. (Min. Vc 3 ksi) - 1/4'm x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED 13Y ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 3 ksi) - 1/4.0 BLUE TAP CONCRETE- ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f c = 3 ksi) 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/Y. A.2) MINIMUM. EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -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 SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS 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 '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- (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. 1/4% x 3/4" ALL POINTS SOLID -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, INC. 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED -BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 9.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOUO-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. 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 SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 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 (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. -EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID FDR EDGE DISTANCES INDICATED BELOW. FOR E. 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 TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING . E.D. MIN. SPACING - 3' MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING - 3' 3 3/4" 4" POURED CONCRETE & CONCRETE BLOCK I.�L �e3. POUE) WCRETE Mt1 EA•3 1/2' WNCREM P1.00K ko,Y ED. •21/2' POURED CONCRETE & CONCRETE BLOCK WN. ED.-3 1 2'. POURED CONCRETE &FLOURED CONCRETE BLOCK MN. ED.-3' CDgCRE7E MN. �•'3 1/2' CONCRETEB.9C1C MK ED.-2 1/Y 3• 1.0 0.90 1 1.0 0.78 1.0 0.84 1.0 2 1/2• - OAI 1.0 - - 0.67 1.0 2' _ - 0.71 - - - 0.51 - 1 3/4' _ - �a®Dm9,mrs au1 - - - 0.43 - 1 1/2• 1 0.35 - - - - 0.35 - _. /TIL ECOm FLORIDA BUILDING CODE (Non High Velocity Hurricc m 2009 EASTERN METAL SUPPLY. INC. A.S.s.Am - a TILLIT TESTING & ENGINEERING COMPANY American Shutter Sys}ANTS 6355 N.W. 3611. SL, SIC 305. VIRGHA GARDENS, FLORIOA 331 Association, Inc. Phmna : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive m-mail: Glte 0.1.E E8-0006719 West Palm Beach, FL 33407 •• WAITER A TRLLIT Jr. P.E Ph: (877)999-2772 FAX: (581)209-8380 P.E. SEAL/SIGNATURE: DATE FLORDA Uc. # 44167 IBERTHA HV Y" Accordion Shutter System _ DRAWING No as-227 -WALL. FINISH 1/4.0 TAPCON OR TAPCON Wfhi ADVANCED THREADFORM TECHNOLOGY W/ 7 7/2' Min. PENETRATION OF THREADED AREA To EXISTING WOOD HEADER. (SEE SCHEDULE ON SHET 16) OR �IIIELIi*211111 � ' I - ��c7(ISTINC MIN. TiF a 2'x4WOOD I I ( EXISTING LASHEADER REQUIRED cI I a 1 1" MIN. SEPARATION I TO GLASS I J I I 3 1© WALL CONNECTION AT TOP ExsANG 3 I ! Y n class= Y 1" MIN. SEPARATION I I WOOD CFLLA F u r0 css REQ�rt-+ INSTALLATION? DETAILS ON EXISTING WOOD BUILDINGS 1/4.0 TAPCON OR ,I !11 TAPCON WITH ADVANCED 7HREAOFOftM TECHNOLOGY W/ 1 I 2' Nin. PENETRATION OF THREADED AREA TO �— 1 f ` EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 1/4'0-20x3/4" S.S. MACHINE @-1 MIN. SEPARATION_ TO GLASS SCREWS W/ 1/4'-20 NUTS I 91 1" y Iz' D.C. G Q ` Q EXISTING a cuss —a a `OWALL !/ �FINISH I 1 EXISTING MIN. I a 2'x4' WOOD a HEADER REQUIRED I q0 I EXISTING �1' MIN, SEPARATION GLAS" Tc crass 2� WALL CONNECTION AT TOP a EXISTING a 1' MIN. SE'PAR c Ass—�— — TO GLASS I I-1 1 1 ^ I�- V 2'x4' CONT / ",/2' Va WOOD PLATE F OR REO'D. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY L W/TH 1/Y Min- PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) MIN. COX PLYWOOD REQ'D. LEX!STINC MIN. 2'x4" STUDS ® 16' O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 4� WALL CONNECTION AT BOTTOM ULJU F OR@ 1/4'0 TAPCON OR ;'I ( TAPCON WITH ADVANCED 11 THREAOFORM TECHNOLOGY W/ 1 1/2" Mi.i. PENETRATION 1 OF THREADED AREA T. SILL ` I MIOWIDTH OF WOOD PLATE. 2'x4' CON PLATE REN D (SEE SCHEDULE ON SHEET 16) 3W WALL CONNECTION AT BOTTOM a 1 I I 1 MIN. SEPARATION fT To CUSS I EXISTINGIII I A GLASS-4 I 0 I p II I a WALL — FINISH/ l 1 I \ \ `1/4-0-2Ox3/4- S.S. MACHINE \� SCREWS W/ 1/4"-20 NUTS )' l l' I I ® 1 O.C. 1/4'0 TAPCON OR 1 APCON WITH ADVANCED 1/2" MIN. COX—+ THREADFORM TECHNOLOGY, PLYWOOD REQ'0. W/ 1/2' Min. PENETRATION OF WALL FINISH THREADED AREA INTO PLYWOOD. (SE SCHEDULE ON SHEET 16) 5W WALL CONNECTION AT BOTTOM . SCALE: 3/8'=1" / 11LIECOliNc. \ - TILLIT TESTING &ENGINEERING COMPANY 36M. SL. Sta. 305. V MIA GNNENS. FLOMOA M FC C,,,.,• \.' ;" Pnwe : (305)871-1530 . Fax : (305)871-1531 fi^ ,d ` :�• a —mail: 61teca0a01.cam :.... `•�-• WALIER A. TILN Jr. P.E :. P.E. SEAL%SIGNA'V E/DATE I0R'°A' a- 441E7 BDDSE: 1—SEE SHEEP 3 FOR TYPICAL SHUTTER ASSEMBLY. 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. S.S. MACHINE SCREWS USING 1/4"-20 NUTS CONT. i �1/4.0 TAPCON OR ® 12" O.C. / I SILL PLATE TAPCON WITH ADVANCED IY `�REaD. THREADFORM TECHNOLOGY 1 W/ 1 1/2' Min. PENETRATION . •' l,. �` OF THREADED AREA D MIDWIDTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 16) 6W WALL CONNECTION AT BOTTOM FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2009 EASTERN METAL SUPPLY. INC. �p BERTHA HV TM A. S ■ S■A■ Accordion Shutter System RI!V. 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