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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: 2 , 3 r ( 2- PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 SCANNED BY St. Lucie APPLICATION FOR STORM SHUTTER PERMIT y PERMIT NUMBER: I )0 Z 0 b / ,3 1. LOCATION/SITE ADDRESS: �3'J's 514-1 iG; `�1 v 2. PARCEL ID NUMBER: - l ZZa-( � 501 - COO-C " - O OC� - 1 SECT 1 C2,41 1 TWP 13Z I RNG MAP ZNG LU - INIT C 2 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR V-- ADDITION OTHER 5. OWNER INFORMATION , Name: �,; l " "`' IQ 1. ✓ : c-•y Address: �/ 5 3 55 _6Uy 4-- r t7 Y City: r rJ t-- State: FI- Zip:'3Ll9 d '? Phone: (631 - 35 7 -'1y 9 (o Type of Surface attachment: Wood Frame 6. CONTRACTOR INFORMATION FL Reg/Cert #: CO- C 0 5_UQ t` 1 County Cert #: Z,O SLP 3 Business Name: 6>41 �,j i•reA.,, Alw.,.��'��..: w p Phone number: 712 - 7-S 1- 6 K 1 to Concrete _X Masonry Other Product Pe 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 f too '-2.3 TA ca a '" 140 Roll Up 4X4'&1a Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 1 t 1 3Z5 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 zonin •.1 L . Q s rac)es (_ V . L, PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER S NATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF EA— "C� iL ACKNOWLEDGED BEFORE ME THIS 3"'Q DAY OF F" , 20 /Z BY, ShJ L- �rllrr�1 WHO IS PERSONALLY KNOWN TO ME OR WHO AS PRODUCED AS IDENTIFICATION. L4 ei SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER r�;''•., KENNETH R. KING ►: MY COMMISSION 11 DO 803187 SLCPDSD Revised 96/17/2010 `i EXPIRES: November 3, 2012 ' BEt c Bonded Thor Notary PubtleUnderwriters JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3671122 OR BC7 3360 PAGE 600, Recorded 02/03/2012 12:58 PM Cut a ream um nrgn 1� ne Corp. 3001 SE Gran park WaV Stuart, FL 34997 772-2874478 PERMIT NUMBER: NOTICE OF GOMM FArrc1L'Fh7' The undersigned hereby gives notice that Improvement will be made to certain real Florida Statutes, the following (nformalron Is provided in this Notice ofCommeneement. and in accordance with Chapter 717, I. DESCRI►TIONOFFROPERTY 1! al j4nq SOf pit-)44- OOC+—r ( g denz'l"onorthepml>"Y&'rett oddres; ifawltable) TAX FOLIOND.:�� SUDDIYISIOH TYyyy/` (per ^��D�rIL DWCx `�w��/a•4t{Ka�L•OY 7Jf 6.� Yam., tnT`7 BLDC UNR 7. GENERAL DESCRIPTION Oi161FROVCaIENT: 11P A F_ a. OWNER LYFDR6IATION OR LESSEE INFORaIATIDN I/TNE LESSEE CO a. Nam,ana Kdete N(� f, If. NTRACTED FOR THEI6IPROVEMENT vMei�r a, /'S37Ss <J KinP b Ink,eR In proper,y b, t.1 n + SL rL 3Y%�7 e. Name and gtdreuarr,e dmpinidehoacr pftliRertm frvm 0. lined,berO. NIA e. a. CONTRACTOR'SNAME• y( ew„•� 1u 1 w Cbnvan.',addnD:30o1 !SF r A�'Q^ram �f �y J C/ 6. SURETVNfapPnnNe•ampyornhe b.Phonecamber: 772. Z67. kV7to WYmem bond b anaehed): 3H947 a Nam,an0addre,E b. Phone number; 6. A. LENDER SNAME: IJ cAmeu'n, of6ond, t L,MDYaddrerr. rFl f. Parsons .13 (1 the State FloridaStab designated by Owner upon whom nmices cr olha documealy may be served as provided by Section 717.13 (I) (a) 7., rida Statute: a. N,ma and addrt»; N b. Phone num6en ofderlarm,ed per.nE N E. a. In addition to himself r herself, Owner designates )J to receive a copy orthe Lrenor's Nail aII provided in Seaton 717.17 I b , of D.Pbne number nfpe,wn.,miry&,;,,,,d ()()Florida SlnlulCS, by Owner. , 9. Expiration the dote ofnala: of ill he I Year from (thee date iOnof, date may not be before the campp lemon "construction and final poynnenl to the oonDactor, but will be I year ban the dale of rwording unless a different date is specified): , 20�_ 5RE ft"CONcnneven ...._____ ERYTN,:nunvno.e......_.__- Otp under penally knm le ry, r declare That I have read the fof.regoing notice ofcommencement and that the facts stated'herein are true to the beet ea my knwvle ry, and declare X (Signature of Owner or as". or owner's or Leitee's X 06A I r! V +sIIGS Authorised Omeer/Dlreelor/PnynerNNaneger) (Print Name and P1-v& SI nano E ry'a Thle/Orflce) Stale of�j Q; County of� The foregoing inIsiru{me�l lwas acknowledged before ma this �O day o f R for (nurse ofperson) ' as p w "f`te (type orauthor(ty,...e.g. orfca, truttee, aU mey in fact) (name ofpany,mbehalfof whom (narunent waa executed) Personally I:no+vn X or Produced Identification Type of Identlfinlian Produced ti t KEIIINEIH R.IONO �/ MY COMMISSION# DO603187. ii'ot ?;• EXPIRES: November3,2012 , Re..t -P . • din mda811tN Non,y Pablo lhdNMraro (Riot,Type, orSl�m�Cammure of NtslonW NmeofNmary public) STATE Of FLORIDA ST. LUCIE 01INTY THIS �6 TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. 3001 S.E. Gran Park Way, Stuart, Florida 34997 Protected by (772) 287.6476 • (800) 244.4143 • FAX (772) 287.•9740 E-Mail: sales@gulfshutters.com www.gulfshutters.com �.� t� j''f �i� License #CRC058017 ALUM/NUM�SH=EflCORI ORDER FORM since Name Mi5AL— "r KGB-n, °Y' �RUV%LW AJIDate "A�l. ._ Address ` � ��� � L'� � A � �� � Subdivisio1.n ��. -4 10 0� City State ) Zip` Phone (Home) , �p1)35'1— gt (Work) Approximate Installation -,-')PG TYPE I OPENING I OPENING I TRACK I COLOR I GAUGE STACK # I WIDTH HEIGHT COLOR I PANEUSLAT I R/L 1 *� N LOCK I REMOVABLE I BUILD I MOTOR/ I STORM PP AT 1I FLOOR I/O TRACKS OUT CRANK BARS i Page of J---, K•ey Storm Panels - SP Accordions - AC Bahamas - BA Colonial - CO Rollups - RU Lexan - LX Garage Brace - GB Application Key Wood - W �� t� Block - B + Stucco Over - SO DEPOSIT BALANCE ON Ll Rt �-' f I COMPLETION ,,-�, f j p It is understood that there are no verbal iot l (sue i agreements and all items discussed are »� + u- covered by this written contract This is 31 % �+ a proposal until signed by an officer of the corporation at which time it `J :7 7, 1 becomes an executed contract. Acceptance by owner must be within .! 1 !; 30 days of proposal date. Buyer may rr�� cancel this contract within 3 working � Q >1 days after signing. No changes in -erg -- measurements will be allowed except d i Fa at prices mutually agreed upon, at the time these- changes are made. Any I I v a g e physical orverbal changes aftersigning �, I �a must be approved in writing by both J 65 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 Electric. Buyer agrees that any necessary electrical connections will be made at the closest souce-of power. Any changes or variations will be an additional charge. control. owner to carry fire, tornado and other necessary insurance. Our DO NOT SIGN THIS CONTRACT UNTIL YOU HAVE READ ALL CONDITIONS OF THIS AGREEMENT ��' rt -� - workers are fully covered by Interest- Buyer agrees to pay a 1'/z % 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) Workmen's Compensation Insurance. 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 outlined herein. Acceptance of Proposal -The above prices," All material is property rea until final payment and can bee removed specifications and conditions are satisfactory Jand hereby accepted. You are authorized to do the work as specified. Cancell ' n F e 20°c of G ntrac . Paymentwill be made as outlined above. if note id. SignatureoY Date Salesperson . ��—� Date.j� YEAR GUARANTEE' Gulfstre Aiumin m and Shutter rp. ALUM/NUM & SHUTTER CORP. Do It Once Do It Right. Since 1979 Special Instructions: Signature- 3001 S.E. Gran'Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic, #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET .Date Salesperson ' ulfstre Page of Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL minum Id Shutter Corp. F12rida. Building Code Online - . rage 1 01 ( 1 LAM Mugu a � u l s� BCIS Home 1 Log In User Registration Hot Topic Submit Surcharge Stats & Facts i Publications ' FBC Staff BCIS Site Map Links Search Y4 Product Approval t ptt USER: Public User • +. _ :,, Product Aooroval Menu > Product or Application Search > Application Us t > Application Detail a } Application Type t207!! oR3 Code Version Application Status Approved M Comments r3 •. "":, 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 . Subcategory A ;cordion, 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. i 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-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code h4://www.floridabuilding.org/pr/pr_app 7 dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 9/7/2011 r norlaa isuncting uoae unnne , - rage L of L Product Approval Method Date Submitted Date Validated, Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 08/26/2011 Summary of Products FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade 1 Only- (Non-HVHZ)- Drwg �#08-227 tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 II Drawing No. 08-227 Revised.gdf i 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 Reoort.Odf 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. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey! I Contact Us Product Approval Accepts: Tru tgd . security AT[:rA[Cti Trurte+ en�r*r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 9/7/2011 GENERAL NOTES: _ 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 1509.1.2 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 DACROSHIEUMCOATING 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 MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU • FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PLACE WlT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK bW OR ALTERNATE LOCK W) MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CggDITIONS, AN INSIDE HV LOCK (W) (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK YJ , OR AN EGRESS H.V. LOCK Vt1 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 PEED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. RETHIS D. SHALL � THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF CORD THAT PREPARED /1-1LTECOR N-t. TILUT TESTING & ENGINEERING COMPANY Fi355 N.W. 36tR SL, Ste. 305. MRGIW GARDENS. FWFUDA 3` Phone : (305)871-1530 •Fox : (305)871-1531 e—meD: 8ltaco®aci.com EB-0006719 1VALTER A. TILLR Jr. P.E. FLORIDA Uc. # 44167 BUILDING 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 CODE (Non High Velocity Hurricane LorR © 2DO9 EASTERN METAL SUPPLY. INC. BERTHA HV T"' Accordion Shutter System . No DESCRIPTION DATE D— b . FP. 1 = e BG VD5/m DATE: 09/05/08 2 GENERAL to/v/ic DRAWING No 3 08-227 4 SHEET 5 1 OF 1-4 � ftl Y °SSa• I 4.371 4.857" . �. COVERED NDER''US PATEN # 54581i9 tJ FO HD 2" (MaX) 13/0 HEADER/SILL # 2 3.2' 26' 1.SD0' O85 r7 4.897' ` HV. ADJ 'ADARTERkW!/LIP VARIES 2' L918" Max. 0 0 09a' °I .375" b C H.V" 2" (max.) DIRECT MOUNT 3 1.917" N - .0so' 670 1.686" °o o 3.520' © HV CEILING HEADER # 1 4.576" 2.293• .745' e4• c I v m 0. .062' 0 1.325' OZ� � L4 HV§ CENTERMATE"# 1 (SELF MATING) -y .250' ,1' Typ' 25 725. 0 b o 0 VARIES FROM 2.000' TO 5.000' 3.000 ®B 0 WALL ANGLE 00 3" FLOOR ANGLE tG iHV 1='• (Motix•)�BjO�HEADER�/SILL # 1 � o .670" O Jam• OI • 072 o O O o .815" 09 0 4.436" J,HV WALK —OVER TRACK G HV FLOATING CENTERMATE # 2 X Y I. X 1' 1' 0.062" 1' 2- 0.062" r 2' 2' 0.062" 2' 3' 0.062" 2" 4" 0.062' ' 5' I0.062' ®SIDEANGLE , .. IL EC®mr- TILLIT TESTING k ENGINEERING COMPANY ..� C- /'•� 6355 H.W. 36th. St. Ste. 305. MGM WDa6, MNDA 33 .n- ,' - Phone : (305)871-1530 . Fax : (3D5)671-1531 a—nw1 tiReemZOO.— : ,� ✓! E13-0006719 WALTER A TILUTJr. P.E. .. . ._.__ .. _ FLORIDA Uc. (• "167 .E. O4j Iq 093 E3EHD CEILING HEADER/SILL 2 7.491 ° 1.200' OI 7' B (J HV 90'/180' STARTER OXXiHV CORNER CENTERMATE # 3 =Yt x SSiCORNER POST A.&SwAn American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209--8380 CODE (Hon High Velocity Hurricane Zone 9)2009 EASTERN METAL SUPPLY, INC. SERT HA H'VF TM Accordion Shutter System DRAWING No 08-227 #1 LONG 3/8"0 VARIES, '12` MIN. 1.130• WHEEL #3 NYLON RECESSED 1/a• a=20 S.S. On ]/e`•-16 t1/2 - ASSEMBLY AT WASHER NYLON BUSHING: ' ADEYAL THUM6sCREMS. AT EVERY #'14x2 3/4' H.V. I (SEE DETAILS) KNUCKOTHLE - I ACCORDIONHPIN EAD �i i .... @ t/4.0 - n Z a °o t1 a �14x2 3/4'.H.V. ! c _ .375.0 ' #2 SHORT - - O _ ACCORDION PIN '_'• RECESSED I d� + W/ #8 HEAD . © - NYLON i� I (SEE NOTES ON SHF-EZ' 4) 3/8"0-16 ACETAL 1 /4" 0-20 S.S. BUSHING. N & N ; I i THUMBSCREWS THUMBSCREWS _ i'' O '� j 4� ."03 NYLON n HAT WASHER a hV = z ACCORDION I BLADE ACCORDION ' n PIN PIN T�I-•-I.315`0 o.870x3/16" 1/4•-20-1 1/4`-20 '9 �� THICK NYLON 1/4•-20x1EAD /2• THR@.".ED CAST 0.188'0 A1SI THREADED DIE ClSL s s.eis HOUSING ENAMEL awm Pao 302 SERIERIVE75 - I - WHEEL I ! HI1fED PttN7ED 1 -4 '1 (2 1YP.) o nl nl HESS TURN ' STB 0• - lam. � AISI 302 475"0 o b j 0: SERIES S.S. r f* 1 m .e7s" i t WHEEL - Y I #1 LONG 1 li I. CARRIAG'c I p2 SHORT i i RECESSED .318• �eHas cruHOER BRASS I I I ' RECESSED I ' NYLON e KEYS (CHROME Q �— NYLON BUSHING BUSHING • m �^ �r,�.y2;- -":.--z HV I BLADE I ACC ORDION a V H.V. 'LOCKx/-=EGRESS H.V. OGK� ACCORDION PIN i _ PIN ,i Bu E 875`I (SEE NOTES ON SHEET 4) Iz ti i1 .250' O.D. f I • I I O E PLASTIC HEAD o - 16• 78 - 1 LONG RECESSED,g1 LONC NYLON BUSHING- �` i RECESSED L'L1D MOLDED RLroW =^ m it NYLON BUSHING ,yam SHUTTE SSG- IBLtiY; .925' � � � AFTER RNETiNG T�iPIGAL ,- ��� 360' "' BEFORE RIVETING SCALE: 3/8" =3 1 ° 1:i'W W20-X-p&/4" 1 /4"0-20 RIVNUT* 00.324", #14x2 3/4' H.V. #, 14x2 3/4" H.V. ; SAS=`=THUMeSGREW� 048JI(- ® ACCORDION PIN li ACCORDION PIN W/ #8 HEAD ! W/ #8 HEAD ® ALTERNATE LOCK (0 HV LOCK s> a y (SEE NOTES ON SHEET 4) � *:SERIES 944.4 ALUMINUM (2024-T3 ALLOY) cc _ LARGE FLANGE THIN SHEET NUTSERT, �e�SEMB YOUT PART $ 0820, AS MANUFACTURED BY WHEEL -�CAR_R1x1GaE 'DETl AVDEL CHERRY TEXTORN, PARSIPPENY, - - _ : �-- -1--.-...T:S. NEW JERSEY 07054 OR EQUAL � Y`N:T.���''-'=-` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. •MCI`.-. ' '/- BERTHA HV' Accordion Shutter System7E7C4 �N�A■S SA■ ;n . N DESCRIPTION DATE Drmrn D . F.P. s --* •_� TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems I DATE: 09/05/08 � N.W. 36U. SL. Ste. 30.5. MRGWIA GARDENS: FEORIDA 3316 Association, Inc. Pn"ne : (Sa5)871-1530 . Fax : (305)971-1531 2 DRAWING No )871- NleeoOc01.C"m 4268 Westroods Drive El West Palm Beach, FL 33407 3 08-22% WALTER 0. 7W-IT Jr. P.E Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET FLORIDA Ua 6 44167 5 3 OF 14 P.E. SEAL%SIGNATURE/DATE * NOTES' ON LOCKING RODS n . HV LOCK A AND ALTERNATE LOCK:, 1. MANDATORY CONDITION #1: ONE HV LOCK Q SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOE 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 Q 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 #2: LOCKING RODS ®ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF a o DECIDED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED w AT STACKING POSITION (NON HURRICANE POSITION). C U 4. MANDATORY CONDITION 1i2: 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 SAT 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 A N #1 VALID ONLY FOR SYMMETRICAL CENTERMATES: ONE ,— ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ` r FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERN E LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK:. ATTACHMENT OF 1/4"O-2Ox3/4" S.S. THUMBSMEW TO © OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM.-RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. .OR 0-9•t I i o cF» W aR Wt r: I �z 0 o 0IL a7 Z a � O U �So N 2 o� N LL -I TWRIGAWSRII I TER' Et EAV 37 O`eO.Oar ,.' •''?; TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems :. /,/ / .. a 6363 N.W. 36O, St- St 305, NRGMA GARDENS, FLORIDA 3316E Association, Inc. ...: ';'i'•� phone : (305)871-1530 . Fo.: (305)871-1531 1Dtoro9Ro�:.om 4268 Westroads Drive _•`''" :•` • ES-0006711) WaLTER A. TILLIT Jr. P.E.? FLORIDA u". 6 u167 West Palm Beach, FL 33407 Ph: (677)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURE%DATE OF CORNER CENTERMATE CODE (Non High Velocity Hurricane Zan © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System io DESCRIMON DATE I Dr b : F.P. ND Of1K �/m�on DATE: O9/05/08 DRAWING No 08-227 POURED CONCRETE REQUIRED _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) OR FO 1' I MIN SEPARATION TO GLASS 5nNG LASS—+ T WALLMOUIJTtIG�INSTi1LLAyT10N� I. MIN. SEP) - ` \-.@GR FO Z�/ ONCRETE ANCHORS POURED CONCRETE J (SEE SCHEDULE ON SHEET 10) � OR CONCRETE EBLOCK WALL REQUIRED O3 6WALL..MOUNTING INSTALLA'f10N CONCRETE ANCHORS SEE SCHEDULE ON NOTE FOR COMBINATION OF SECTIONS: I��/ISHEET 10) 1/4°0-20x3/4' S.S. POURED I _ MACHINE SCREWS USING i- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY CONCRETE _ 1/4'-20 NUTS 0 12" O.C. 2- MOUNTING SECTIONS CAN BE COMBINED REQUIRED 1° bin. :N ANY WAY TO SUIT ANY INSTALLP.TION. EC' ko Q ry k E. D. - EDGE DISTANCE n - E (SEE NOTES & SCHEDULE ON SHEET 11) I 1° iLI WN MIN. SEPARATION I I I TO G'JSS IXISTING I GIASS' I I I + i WALL MOUNTING INSTALLATION EKISiNG I A I 1' MIN. SEN `I I � • I I i x ii II I 11 II N w E -- - Ea EO 1/4°6-20x3/4- S.S. PHIWPS �LC,9NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4' 20 NUTS 012° O.C. OR CONCRETE BLOCK SHEET 10) WALL. REQUIRED WALL MOUNTMG INSTALLATION INSTALLATION DETAILS FLORIDA BULL TG C O INC. ■ ■ ■ ■ TIWT TESTING & ENGINEERING COMPANY Americcm Shutter Systems Z 6355 N.W. 36th. S4 Ste. 305. VRGMA CNd19K. FLORM 3316 Association. Inc. Ph.- : (305)B71-1530 . Fax : (305)871-1531 .-MalNttiGo6aal,aam 4268 Westroads Drive ' EB-0006719 West Palm Beach, FL 33407 I RDZI WA TIWT Jr. F1D6°A 44167 Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURE/DATE CODE (Hon High Velocity Hurricane Zoi © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System 1 DFSOUPTION DATE D—n br. F.P. as o—+b c/./. DATE: 09/05/0 DRAWING No 08-227 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) - �— 1' REQUIRED EDGE OF -L MIN. SEPAPl.T SLAB IF - ; TO CLASS . D. APPLICABLE i E ' y EXI511NG I I GL SS—+ fm�f�T1L�1 . B oR (En ! - NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER i A ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED Z IN ANY WAY TO SUIT ANY INSTALLATION. ' ' E D. =EDGE DISTANCE I .Ili (SEE NOTES & SCHEDULE ON SHEET 11) i EDGE OF EXISTING I i i SLPH IF GLASS—_ I APPLICABLE 1 � �'�VIIIIA MIN. SEPARATION u POURED D.* TO GLASS A CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION Os CEILING MOUNTING INSTALLATION i I -MIN. SEPARATION TO GLASS, 1. ri-tn' EXISTING -IMIN. SEPARATION GLASS---! TO GLASS EXISTING Q14x3/4" SS. HEX HEAD TEK0 GIASS�' SCREWS ® 9" O.C. OR 1/4"0-20ALTERNATES.S. M.S. W/ NUT ®9" O.C. iANCHOR ` LOCATION3/4' HEX WASHER.-HEADi i3/8- WN. CREWS ® 12" 01 - � �' 3/8 1A . CONCRETE ANCHORS � i E I O t I (SEE SCHEDULE ON SHEET 11) iwN EEw w CONCRETE ANCHORS EDGE OF--+✓ I i (SEE SCHEDULE ON SHEET 11) SLAG IF 1 ' �1/2" 1 EDGE OF tm . IF APPLICABLE E.O. E.Q� APPLICABLE 1 THIS INSTALLATION SHALL BE tm/ REMOVABLE WHEN PERFORMED EDGE OF POURED ADJACENT TO AN OPERABLE EXIT 1 1/2 SLAB IF :ONCRETE E. D.•_J OR ENTRANCE APPLICABLE REQUIRED E D." POURED CONCRETE REQUIRED I D.* �FLOAR�MOITING�INSTALt�TION 0 FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING CODE Non High Velocity Hurricane Zo © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM t L E C O N- A■ ■ ■A■ Accordion Shutter Systen - N TIWT TESTING & ENGINEERING COMPANY American Shutter S stems RIEV• N. OFSCRIPIION DATE D,am . F.P. Y I as m-nn -A-1- DATE: 09/05/0 6355 N.W. 36M SL, St. 305. NRGINV. GRDDIS. FLORIDA 33IR Association, Inc. Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 DRAWING No ' e—moL1: titeao®aol.com i EB-0005719 West Palm Beach, FL 33407 3 08-227 wFLO R A nLLIT JP.E. Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET P.E. SEAL/SIGNATURE/DATE FLOW ua 4 44,s7 s 6 OF 14 1 z � SEE END WALL. CONNECTnION D AILS ON SHEETS 8 1 OUT 9G' IN r I. �OOROOROOR ' OORO01ORbJ A 2'YL'Y7/e':0'-2 (E063-T6 ALLOY) ALUM. I ANGLE W/(2) 1/4.0 TAPCON 1/2' ANCHORS TO CONCRETE I (TOP/BOTTOM,) & (4)0100/2' S.N.S. TO NEE D -tOx3/4' S.M.S. ® 12' O.C. FULL L&GHT. AT EACH ANGLE (TYP) ///,Ir * SEE NOTES ON LOCKING RODS@ . HV LOCKS@ -EXISTING GLASS ANO ALTERNATE LOCK©, ON SHEET 4. SEE END WALL CONNECTIOt EXISTING GLASS DETAILS ON SHEETS 8 & 1 — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — -- — 3 1/4' 7' 6 1/2' 7' 1-4 OPPOSING SYMMETRICAL CENTERMATES CENTERMATES W/ LOCK CWiK YJ LOCK W * 1' SEPARATION MIN. V1 I I N @ yC U 7 TO ILAss ----------w.i��--1 2. S - A - IXISTING— r©00F O �� J}OR J EXISTING K-A;jLASSy_( 1 T l J�GLASS T/FIN �/ 1' MIN. S I- LAIN OPTIOt4AL* W (INOPTIONAL) .- /� TO GLASS OUT . L-� U A ©OR wraaMWO , ©oR0 [OUTW SECTION 12 rPOURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL — — REOU;RED ? -------------------------- — — SYMMETRICAL * IN ,,7 OROOROOR I- 1' MIN. CENTERMATES L (INTERIOR)P W1 OoRO ^oRO 53AILASS K W LOCK'LJ — To cLAss -- - (EXTERIOR)OUT X U SECTION 12 AT CORNER CENTERMATE #3 ALTERNATE SECTION 12 IL EC O INC. TIWT TESTING & ENGINEERING COMPANY �8333 N.W. 36N. SL. Ste. — NROPM GARDENS, ROP.fOA S Ptrone : (305)871-1530 tax : (305)871-1531 e-moil: OD6Oaol.eom e-B-0006719 WALTER A Tn1JT Jr. P.E. P.E. SEAL/SIGN.ATURE/DATE R.ORMA Uc. $ 44167 O.C. I � MAX. OR W OUT 6 ,/2' SLACK SECTION 12 AT SLACK DETAIL (IF APPLICABLE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorn 02009 EASTERN METAL SUPPLY, INC. BERTHA HV A■S■S■Af Accordion Shutter System American Shutter Systems1E1" DESCRIPTION oar n.n O, F.P. It Association, Inc. t an os Ise •/aOAo• DATE: 0INT' 8 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 08-227 Ph: (B77)999-2772 FAX: (561)209-8380 4 SHFFT '7�/ 0"/ - POURED CONCRETE POR OURED CONCRETE /� ORVCONCRETE ,� _ // /POURED CONCRETE OR OR CONCRETE - BLOCK WALL REQUIRED v BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REOUIREO REQUIRED TEXISTING GLASS EXISTING CLASS 2" MIN EXISTING GLASS CONCRETE ANCHOREXISTING CLASS _ L/— > ----�- ® 16" O.C. 1" MIN.SEPARATION 1" MIN.1' MIN, TO GLASS SEPARATION 1" ATIESEPARATION - -0 GLASS I SEPARATION 1/16"x3" MAX. (6063-76) TO GLASS TO GLASS CONT. ALUM. CLOSER / \ 1/2" / (LOCATE AT PLATE. (LOCATE AT OTHER SIDE 0I NO) 1/2° ' *USE 1" OR 2" VAX. EITH SIDE MIN. ` (AS APPUCABLE)x2"x1/8"xO'-2" OF K�R) - I ALUMINUM CLIP ANGLE _ - 1/2" MIN. ------ (6063-T6 ALLOY) AT MIDHEIGHT '-- #10x1/2" S.M.S. I W/(1)$10x,/2" S.M.S. " gIOx1/2-S.M.S. ----- ® 16" O.0 ----- ` TOON do (2)1/4"0 TAPCONS _ ® 16" O.0 \ ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OF SEE DETAIL X FO ' SLOE CONNECTION GI SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO SIDE CONNECTION ORQ ORQOR® SIDE CONNECTION OR(r)OR(E)OR(E) - _ TO TRACKS ORQ OR®ORQ TO TRACKS ORQ OR®OR�j OR(B)+(I)OR(2)OR(B)+QORQ ORQ+OORQ OR8+©ORQ 7•-.>-"__--_-•-.�r-,t.y--�.,.., ND kCONNECTI N� ib_ftI'.AM:) END CONNECTION DETAIL 4, END CONNECTION DETAIL 1,1 END CONNECTION DETAIL 20 ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED EXISTING GLASS REQUIRED EXISTING _" I — — — — — _ GLASS — — L� I i 1100/2" SALTS. i" MIN. 1" MIN. 19 12" O.0 SEPARATION t SEPARATION TO CLASS CONCTE 1/2" MIN. TO GLASS RE ANCHOR 12' O.C. CONCRETE I - EO ANCHOR (2)trt14zHv / D.C.1/2" MIN. I ED - --- I 1/2- MIN. (2)j 2" MIN. JORkL,)UItvUK`j _tip V F��9 OR®+OORQ CAS' PLAN '-UOR OR®OR;� �ORQOR®OR� IDEAMAAIL END CONNECTION DETAIL 5� OR(i+OORQ END CONNECTION DETAIL © OR®+(I�ORQ FLORIDA BUILDING CODE (Non Nighyelacity Hurricane Zoni L ) .- ' P.E. SEAL/SIGNATURE/DATE 771®�N�.■S■S■A. American Shutter Systems Association, IOC. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERT1 A -HV r' Accordion Shutter System TILLIT TESTING k ENGINEERING COMPANY 6355 N.W. 36th. St., Ste M5, VMMW GULDENS. FLORDA 3316 Phone : (305)871-1530 . Fax : (305)B71-1531 e 0: tilteoaOool.wm ®-0006719 WALTER A. 11LUT Jr. P.E. FLOnaA Ue. 0 "167 . N DESCRIPTION DATE Dr . F.P. 1 an m-Aoe ,/as/oo DATE: 09/05/08 x DRAWING No 08-227 SHEET 8 OF 94 6 MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES: "ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) ' MAXIMUM DESIGN LOAD (Per.) (4 OR -) CONCRETE & WOOD INSTALLATIONS • WALL MOUNTING FLOOR/CEILING MOUNTING L + (D) L - 30 OR I FRE 16'-0" 16'-0' 35 14'-10" 14'-ID' 40 13'-10" 1W-10' 45 13'-1' 13'-1' 13'-4' { 14'-3' 50 12'-5' 12'-5' 55 11'-10• 11'-10" to'-1o' 65 1o'—tO' 00"7-1 70 10'-6' 10'-9' { 11'-5' 75 10'-1• to'-1" 10--4• IV-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' 95 9.'-0' V., 9'-2' 9'-10" 100 8'-9' a -4" 9 —O" s —7' 105 8'-7" 7'-11' 8'-9" 9'-4" 110 s'—a• 7'-7" 8'-7' 9'-2" 115 8'-2• 7'-3' 8'-4' W-11" 120 8'-0' 8'-11' 8'-2" 8'-9" 125 7'-10' 6'-8' B'-0' 8'-5" 130 7'-B" W-5" 7'-10' 8'-1" 135 7'-7' 6'-2' 7'-9' 7'-9' S'-71'F6'-B5'-10' ' 7'-6'7'-3" 5'-9' ' 7'-3"7'-2" 5'-7• ' 7'-0"7'-0" 5'-5'" W-9"6'-I1' M7'-5' 5'-2"" 6'-7'6'-10' s'-1'" 6'-4"6'-9"4'-1t"1' 5'-2"W-7" 4'-9"' 6'-0" 180 6'-6" 4'-8'" 5'-10' 185 6'-5' 4'-6'' 5'-8'190 6'-4' 4'-5'6' 5'-6"195 6'-3' 4'-3'5" 5'-S"200 6'-2" 4'-2'4" S-3'4'-1'3' S'-1' MAXIMUM SHUTTER SPAN . "L+" OR "L—" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO -. LOCKING RODS (SEE `NOTE t) MAXIMUM DESIGN LOAD (+ OR -) CONCRETE & WOOD INSTALLATIONS • WALL MOUNTING FLOOR/CEIUNG MOUNTING L + (6) L - (0) 30 1 s'—O' I 35 40 73'-10' 13'-10" 45 13'-1" 13'-1" 50 12'-5' 12'-5• 55 11'-10• IV-10' 60 1 V-4" 1 V-4" 65 10'-10" 10'-10' 70 , 0'-6" 10'-6" 75 10'-1' 10'-1" 80 W-10" 9'-10' B5 9'-6' 9'-6' 90 9'-3" 95 9'-0" 100 8'-9" 8-4' 105 W-7' 110 8' .4- 7'-7' 115 8,=2' 7'-3" 120 8'-b' 125 130 135 1"145 150 =74-7"6*-2,`140 "155 "160 '165 W-10• 170 6'-9' 4'-11" 175 6'-7' 4'-9" 180 6'-6" 4'-B" 185 6'-5" 4'-6' 190 6'-4" 4'-5" 195 200 6'-2' - 1hIcrA1 I ATION LEGEND CONCftE7 MANSORY WOOD b4 JOUN 1W, 2W, 3W, 4W, 5W & 6WING 0. 5. 6, & BW9W & 1 aW ♦ MAXIMUM SHUTTER SPAN "L+' OR 'L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 PSI. DESIGN LOAD. t CORNER CENTERMATE F3-MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE y4, SHEET 4 OF 14 • 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 MINIMUMDETERMINED SPAN BETWEEN 'L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOP. 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. 205 6'-t' 'FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02009 STERN METAL SUPPLY, INC. BERTH 71 E C O tN,. /� A■S■S■Am Accordion Shutter System American Shutter Systems TIWT TESTING & ENGINEERING COMPANY _ REV. N. DESCRIPTION DOTE Drawn by-. F.P. I a, �,,, ,ioym DATE: 09/05/08 j - ✓;i . ,. 6355 N.W. 361R 31" Ste. 30, YIR411iN GARONS. FLORIDA 331GI Association, Inc. DRAWING No s '.'•.;y Phone : (305)871-1530 . Fa:: (305)871-1531 4268 Westroads Drive 2 ;., .,F e-mai�BID1006®191.eom West Palm Beach, FL 33407 08-227 3 ` •. WALTER A. TILLIT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-83BO 4 SHEET P.E. SEAL/SIGNATURE/DATE FLORDA Uc. $ 44167 9 OF 14 unv1L111M ANCHOR* SPACING DESIGN hEGATM1T [NMI A CORRESPONDING (in 1 SCHEDULE FOR A GIN- MAX"- SHU??ER SPAN. MOUh^1NG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ANCHORS SPACING LEGEND (SEE MOUHnW S 1, 2, 3, AND 4 ON SHEET 5) - . POURED CONCRETE POURED CONCRETE/CONCRETE BLOCK WA{,�L7MOL7:TING ,I W/f• H WALL MOUNTING 1 Yf HY WALL MOUNTING 2 W,,ALL7MOVNTIH 3j�W J.HV� WALL MOUNTING 3 W HV 1YA11 MOUNTING 4 �m . (g(gk�S'' T}jEppieg'1 2' (Mox. B/0 HEADER/ SILL 2 1li('M"ox�.0 B A EBDER SR'.LT#'J 2• (Max.)B/O HEADER/ SILL 2 (ft) DESIGN NEGATIVE LOAD p. DESIGN HEGATM LOAD Dsf DESIGN NEGATIVE LOAD Ds() DESIGN NEGATIVE LOAD D DESIGN NEGATIVE LOAD ai DESIGN NEGATIVE LOAD D5f 30 40" [6!? 75 9011201160120513 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 70 40 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 fi0 75 90 120 160 205 14 12 10 9 8 e 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 fi 6 6 14 12 10 9 8 B 6 - 14 12 10 9 8 B 6 = 14 12 10 9 8 8 6 6 8 6 6 14 12 10 9 8 6 6 6 TAPCON OR TAPCON WITH ADVANCED THREADFORM. 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SEAL/SIGNATURE/DATE *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: - 1/4'O TIAPCON STING ORURED TAPCON WITH VANCEDcTHREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEL. (Min. Vc = 3 W.) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY.. (Min. 1'c 3 W) --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. Vc = 3 k.1) - - NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4-, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A2) MINIMUM EMBEDMENT OF 1/4'0 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. A.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 INDICATEC ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINES, (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. 1/4'0 x 3/4' ALL POINTS SOUR -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'. 82) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WADS 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 B.1) & B.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 VAUD FOR 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 DISTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING E.D. MIN. SPACING o 3' MIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING - 3' 3 3/4' 4' POURED CONCRETE & CONCRETE .LOCK L@L E0..3' pOlpgD COPtFiEIE MK Ea. 1/Y 07Na�TE gDCK I% ED..2 1/2• POURED CONCRETE & CONCRDTE BLOCK LfN E0.•S 1 POURED CONCRETE & CONCRETE BLOCK 19K E0.-3' pCI� L01✓�TE kh EM-3 1/Y E BOCK MK Ea.21/2' 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 z 1/2' - 0.81 1.0 - - 0.e7 1.0 2' - 0.71 - - - 0.51 - 1 3/4' . - l®•�OxaB is aan - - - 0.43 - 1 1/2- 035 IL ECO�NC. TILLIT TESTING & ENGINEERING COMPANY 5355 N.N. AM. SL, Ste. 30. VIRGANA GARDENS. FLOMA M Phone : (305)871-1530 . Fax : (305)871-153I e-ma0: Ul0com ®-0006719719 WALTER A. TILLIT Jr. P.E. FLOMDA Lic. / 44167 A.S.S.AI. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 . CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA'HV TM Accordion Shutter System nr• aui 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; U B =-;TRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH MIN. G=0.43 SPRUCE PINE FIR. SOUTH W/ MIN. G=0.36 1/2" MIN. CDX PLYWOOD MAXIMUM - SPAN (ft) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W CEILING FLOOR MOUNTINGS 9W & 10W MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 44W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGIJ I= (Psf) NEGATIVE DESIGN LOAD (PSO NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 1 60 1 75 1 90 105 30140 160175 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 140 460 75 90 1105130 40 60 75 90 105 '-O" OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 B 8 6 6 6 4-5 4 3 6 5 4 4 4 3 4'_0" 12 10 10 9 8 B 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0^ 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7 _p^ 12 10 10 9 6.5 4 65.5 4 3 2.5 2 12 10 10 9 4.5 3 6 .5 3 2.5 2 - 12 I10 10 7 13 - 5 4 2.5 2 - - fi 5 4 4 - - B'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-p" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 1 - - 5 4 2.5 2 - - 12.10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - ' 5 3.5 2 - - - 12110 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5, - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - -12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0" 12 10 - - - - 4 3 - - - - 12 7 - - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - 16'-0" 12 - - - - - 3 - - - - - 12 - - - - - 2.51 - - - - - 1 T - - - - - 2 - - - - - 6 - - - - - t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS' - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS, AS MA}1UFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: =SOUTHERN PINE No. 2 W/ G-0.55 (N.DS) -DOUGLAS FIR W/ C=0.50 (IJ.OSJ -SPRUCE PINE FIR NORTH W/ G=0.43 (N.O.S i -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.DS.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER i c o �N�. A.S>•S.%�. - ^ TILLIT TESTING & ENGINEERING COMPANY American Shutter Syst0ms ;i% .Cr G 6355 N.W. 369L St- St& SG5. VIR0INIA GAMENS, FLDR A 3316 Association, Inc. .. ,3 Phone : (3CG)871-153G . Fax : (305)571-1531 4268 Westroods Drive • -.it; UReeo®aol.eom EB-0006719 West Palm Beach, FL 33407 WALTER A. TILUT Jr. P.E. �ORDA UG u167 Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNAtURE/DATE CODE (Non High Velocity Hurricane Zo © 2.009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systeri i OESCRIPTON DATE 0- E . F.E' a10 oe-�sc ,/m/oe DATE: 09/OS/0 TAP=ff WON ADVA CM 1G/n/10 DRAWING No T1RMFGRY TmNNGLOGT 08-227 WALL FINISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE: 1-SEE SHEET 3 FOR TYPICAL 7 /4'0 TAPCON OR SHUTTER ASSEMBLY. , TAPCON WffH ADVANCED - - 2-MOUNTING SECTIONS CAN BE FTHREADFORM TECHNOLOGY 1/4°0 WITH Oft COMBINED IN ANY WAY TO TAPCON VAIN ADVANCEDO SUIT ANY INSTALLATION. W/ 1 1/2° Mtn. PENETRATION THREAOFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1/2' NIn. PFIJETRATION EXISTING WOOD HEADER. OF THREADED AREA TO \ SEE SCHEDULE ON SHEET lfi - `• y ( - ) '- II EXISTING WOOD HEADER. . \ F OR © ` . (SEE SCHEDULE ON SHEET 16) 1/4'O-20x3/4' SS. MACHINE ( 1 • MIN. SEPARATION— I ' A SCREWS W/ 1/4"-20 NUTS I I A ! ( �l / \ 1' 6 • ® 12° D.C. I a° I Q EXISTING L 'a I GLASS-4 \ Nz f / 1 III it r WALL u FINISH I I z ) � cXISfING MIN. I I wl N� `-- 2"x4' WOOD i A IXISONG MIN. N F OR ( HEADER REQUIRED I I 2•x4° WOOD EXISTING I I II HEADER REQUIRED \ G`ASS 1/4.0 WITH DOR V 1° MIN. SEPARATION e P TAPCON WITH ADVANCED 7 1' MIN. SEPARATION r+ ! 1 THREADFORM TECHNOLOGY TO Gv155 —il I I� EXISTING 11I ---- TO GLASS ! I `j1 11 1 1` G C y S� { �' th I MI THREADED LA OD ® TON MIDWIDTH OF WOOD PLATE 2-x4' CONT. SILL ` (SEE SCHEDULE ON SHOT 16) t© WALL CONNECTION AT TOP 2 WALL CONNECTION AT TOP PLATE RE°°. 3W WALL CONNECTION AT BOTTOM EXISTING I ' I I I I GLASS— 1' MIN. SEPARATION ' I I ' ' �_7° MIN. SEPARATION I ' x4° CONT. TO GLASS ' I %� EXISTING �1 • MIN. SEPARATION ; TO GV55 WOOD PLATE I I GLASS 9 TO GLASS I B REO'D, I - EXISTING cars —I I I A rWALL \ e I I I I I I FINISH i WaLL� N� N� x 3 { E E 'v woo- ONTE 7 11 1 1'i S ' I N9 II I ` �OR© REQ'D. I { --E 1 �7/4'0 TAPCON OR li `1/4'0-20x3/4' S.S. MACHINE I N --1° 1.1in.. / / I 1 1 1' i I II �1 4'0-20x3 4' S.S. MACHINE TAPCON WRFi ADVANCED 1� ' II ` SCREWS W/ 1/4'-20 NUTS I 1 n M 1 SCREWS USING 1/4' 20 NUTS THREAOFO IT TECHNOLOGY 1 1 'AAA I 012° O.C. SILL CONT. i/4C TAFCON OR ®12' O.C. i ii. 111 ' W/ 1/2• Min. PENETRATION OF'' SILL PLATE TAPCON WITH ADVANCED Vy THREADED AREA INTO PLYWOOD. 1/4°fl TAPCON OR THREADFORM TECHNOLOGY `\ APCON WITH ADVANCED Rc0 D W/ 1 1/2' Min. PENETRATION (SEE SCHEDULE ON SHEET 16) 1/2' MIN. COX. THREADFORM TECHNOLOGY ' •x I1 1 OF THREADED AREA L1/2' MIN. COX PLYWOOD R'c0'D. / PLYWOOD REQ'D. V!/ 1/2' Min. PENETRATION OF MIDWIDTH OF WOOD PLATE. EXISTING MIN. 2"x4' STUDS ® 16" O.C. MAX. REO'D. PLYWOOD TO BE _j VIAL' FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET lfi) gyi/ WALL CONNECTION AT BOTTOM 4W WALL CONNECTION AT BOTTOM �W WALL CONNECTION AT BOTTOM SCALE: 3/8"-l" FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. • ,a=� �'•:�c,:r>€<:'.�� BERTHA HVTM (L E C O �N�.■S�S■�■ Accordion Shutter System REV- N DESCRIPTION DATE D.- bv. F.P.A.G. a TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Association, Inc. ' "° °' "' ' DATE: os/os/D6 636s N.w. 36D. sT., sta. 305, YIRGDaA c1RDE+1s, FLDRIDA aT, Phone : (305)871-1530 . Fox : (305)871-1531 2 TAPCON VATH ADVANcm D/21/1 DRAWING No F•. N��l •`" ` �= ^`, e-mail: Wleco®mlcom 4268 Plestroads Drive TNR'NDFORM TECHNOLOGY EB-oao019 West Palm Beach, FL 33407 3 08-227 ••>�fJ WALTER t. TLUJT Jn P.E. Ph: (877)999-2772 FAX: (561)209-8380 �r., FLORIM JJc. d 44167 4 SHEET P.E. 5EAL/SIGNATURE/DATE 5 13 OF 14 AIN. 4'z8" (Min.) EXISTING WOOD - BEAM REQUIRED. STRUCTURAL EDGE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY I REGISTERED ENGINEER OREXISTING ARCHITECT PRIOR TO SHUTTER j , INSTALLATION. Q TRUSSES 0000 RAFTER a 24" O / O.C. REQUIRED • - & 1/4'0 / ! WITH TAPCON WITH ADVANCED FIT THREADFORM TECHNOLOGY �m Alczs' W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO J14.3/4" a "" EQ 1'z4'xt/8" CONT. ALUM. TUBE EXISTING WOOD BEAM ' (SEE SCHEDULE ON SHEET 16) 0 S.M.S. (6063-T6 ALLOY) W/ (3)5/16"0 I/ 06" O.C. t SCREWS TO EACH RAFTER OR E DROLAG TRUSS. LOCATE TAG SCREWS AT I OR E B I I MID'AIDTH OF EXISTING WOOD , I I I MEMBER. (2' Min. NOMINAL I OPEN HOLE AT EACH I WIDTH) W/ 2' Min. PENETRATION 1 I I STUD TO ACCEPT I j 1, I I OF THREADED AREA VAUD FOR INSTALLATIONS WITH 72psf MAX. EXISTING I 11 1 I 5/15% LAG SCREW AT CENTER OF TUBE. I DESIGN LOAD AND 9'-0" MAX. GLASSY SPAN. THIS INSTALLATION IS ONLY I s j v VALID FOR WOOD W/ MIN. I 1 I 1' MIN. I I SPECIFIC GRAVITY OF0.50 AS I SEPARATION I I I 1 DOUGLS FIR OR SOUTHERN PINE TO GLASS No, 2, OR EQUAL EXISTING CLASS j l j I I j I �SEPARATIO TO GLA55 I I I I I I A I 1 A HOLLOW CEILING MOUNTING INSTALLATION 8� SOFFIT MOUNTING INSTALLATION 1 I I 1" MIN. t Iml P I I EXISTING I N1' MIN.ISIIN. TO GLASSGLASS IEPARATION rA I TO CLASS I 1 \ I l Ri • I 1 1 ALTERNATE ; I I 1 1 \ I I ANCHOR I I III EXISTING LOCATION GL455—� I I I I 1 I,1 I MIN, 1OOD ©� I 3/8 3/e euu. e�,u g10z3/4" HEX DECK REQUIRED DECK R I SCREWS ® ' D.C. (NO FINISH 2'x6' MIN. WOOD DECK , ALLOWED) REQUIRED (NO FINISH ALLOWED) E a EDGE OF DECK EDGE OF DECK /1"J S IF APPUCABLE IF APPLICABLE E.O. EA. \-EC 2"x4" MIN. WOOD STUDS._. (AS APPLICABLE) FINISH) EXISTING GLASS I 1' MIN, SEPARATION TO GLASS \ ,I -1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORPA TECHNOLOGY ITT BUILDER ANCHORS C S" D.C. W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2' THREADED PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. �_I/2" MIN, COX PLYWOOD. MIN. - — - xA10x1/V S.M.S. ® 16' O.0 FDOR (E)OR ©OR OR OORO+® END CONNECTION DETAIL 1W & 4W 1/4"0 TAPCON OR TAPOON WITH ADVANCED THREADFORM 2"x4' MIN. WOOD TECHNOLOGY ITW BUILDEX STUDS REO'C.I ANCHORS W/ 1 1/2' MIN. EXISTING CLASS THREADED PENETRATION y INTO STUDS 012" O.L. \ \ MIN. S LASS 0 G ...,...... . ! I \ \` \ / OF DECK IF T , 1/4"o TAPCON OR TAPCON WITH �2' MIN. = 1/4'0 TAPCON OR TAPCON WITH APPLICABLE OORQiOR©OR� 2" MIN. FINISH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF NOTES: ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATIO`! OF OR .)OR I�h® THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-I4OUNTING SECTIONS CAN BE COMBINED THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) END � CONNECTION DETAIL t5W'' FLOOR CONNECTION IN ANY WAY TO SUIT ANY INSrALLATION. � 11.0 t FLOOR CONNECTION SCALE: 3/a"�= 1^ J FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ©2009 EASTERN METAL SUPPLY, INC. BERTHA HV .-7 a 44 A ■■ A.S.S.A. S S ■• ■ Accordion Shutter System TIWT TESTING & ENGINEERING COMPANY 'EV' N DESCRIPTION DATE Drawn • rp• /lG yam--- - American Shutter Systems 1 �•� W-1++ +Am/oe DATE: 09/o5/oe o , 6J55 KW. 36t" StSte. SOS. VwGiNu GN10FT5, FLGWM 3576 Association, Inc. 2 TAPCON WIN ADVANCES) THREADFORM TECHNOLOGY o/z7h DRAWING No +`i a P!SsY:•'�!C� E " I., Ph— (305)871-1530'. Fax : (305)871-1531 6-mail: Glleeomac6eom 4268 Westroads Drive . ;. >.�Xx. • -.:ate EB-ooD6719 West Palm Beach, FL 3340E 08-227 S P.E. S?Al1/SIGNRTC7RE/DATE WA R. j Jr. 67 FLORIDAFORILIc. 1T 4416E Ph: 877 999-2772 FAX: (561 209-8380 ( ) ) 4 SHEET 5 14 OF 14