Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSI` PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SC 772-462-1553 By�Ejj APPLICATION FOR STORM SHUTTER PERMIT St LUc,e C,,,,ty DATE: 1 Z ` k q ( I 1. LOCATION/SITE ADDRESS: -71 k 2. PARCEL ID NUMBER: SECT I I TWP PERNUT NUMBER: I I 007 Grt e-'. C)Y: C. r C; it 3322 -'7c7o - v<D9A-( -coca - Z RNG I I MAP I I ZNG Lr, I LU I . _ _ I INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: scP` a Ac-c&v.>.-z 4. TYPE OF STRUCTURE: SFR x 5. OWNER INFORMATION Name: f( A'aU- W e v , A4 Address: 71q Cvee..Jbrlev C'v' City: ?'&— State: 'F L Zip: '6q"(,o_ Phone: T72 - 499 - 'f O'17 Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: C 0. C d SrSO 1 -1 County Cert #: ZO S q 3 Business Name: 6.,4t7-'a... i� 1W-�.- k 6k.A" aq, Phone number: 77?- Z$ � ' loll -/ LO Concrete 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 O 391-3 li+ ce N S" t-wpc l4o Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCED URE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ Ll (9 14:) OWNER'S AFFIDAVIT: I certify that all of the information contained n this compliance with all applicable laws regulating construction and zoning. �p1rw - . C' G'i c.N PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SI NA STATE OF FLORIDA, COUNTY OF L'`ra 4-• ACKNOWLEDGED BEFORE ME THIS -9•11, DAY OF E t , 20 --�-( BY, FEES DUE: is correct and that all work will be done in L- W WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION.. SIG14ATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER SLCPDSD Revised 96/17/2010 °fii � KENNETH R. KING MY COMMISSION # DD 803167 EXPIRES: November 3, 2012 BoldThruNotaryPubUoUndankiters JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3659573 OR BO, �1350 PAGE 1374, Recorded 12/27/2011; -- 03:08 PM `. 'RD GUI a teem um num utter Corp. 3001 SE Gran Park Way Stuart, FL 34097 772.287.6478 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersl3ned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fallowing information is provided in this Notice of Commencement. 33 ZZ _ -700 - Ubcj 3.(, CX70 • Z 1. DESCRIPTION OF PROPERTY` (Irgal description of the property& strut oddres; if available) TAX FOLIO NO.: SUBDIVISION ��� �/+k`�I, BLOCK TMCT LO7 99 SLOG UNfT -TioD IN �teaw briar L.r 8 9 3, GENERAL DESCRIPTION OF IMPROVEMENTS 1 ilil S�w1TtR..S •Watt 3. OWNER INFORMATION OR LESSEE IN ORMATION 171,1,E LESSEE CONTRAC��T++ED FOR Tilt IMPROVEMENT: IMPROVEMENT: .. N.me.na.rGn.:_ �VA a•.� �ri+l �'is Z115 C—r4CN•Jrfew � r Pica C;V icaL r1_3A19.9 i0 b. Interert is aaxny: N A e. Nsm W sddress offee ample rineholdv (i(diiirt.Jnm from ooauluredo eb): 01 A 1 /. S. CONTRACTOR'S NAME: Gul{�y{ren.+� A tueii.se, — Ann S 1, u tfev rp Co.V.W-ddrew:tut ge :SK,,�-{ P1.. b.Phnnenumber: -172-Za7-(607LP 3Hgg7 S. SURETY tir.pplirabte,. ropy otth peyn,eM bond if uuchedJ: a. N.me.nd.ften: b. Phone number• 6. a. LENDER'S N, Lrndu'..adren: Amount orbord: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: .. N--d.ddress: !`I \.A b Phane—Ws ordesipsted perwnr. NSA S. a. In addition to himselfw haself, Owner designates W 1 A of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Ph... munber orp... or entity dedanated by o-,. _L1 9. Fxpiratinn date of natice of eommenumwt (the expiration date may not be before the completion of construction and final payment to the contractor, but will be I year from the date of recording unless o different date is specified):_ , 20 Under penally of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best gljmy knowledge and belief, iilll�c x (Signature of Owner or f5tssee, or Owner's or Lessee's (Print Name and Provide Signatory's 711le/Office) Authorized Officer/Dinclor/Pariner/Manuger) State of _Flo rLi nA County of 5- L-%W.srr The foregoing instrument was acknowledged before nle Ihis /- �Q •`% day of 20 'l (name of person) TIN ,... e.g. officer, trustee, attorney in ct) (type of authorityfa (name of party on behalf of whom instrument was executed) Personally Mown L or Produced Identification_ Type of Identification Produced IOeNNE1H R. qN0 + E" y: MY COMMISSION / B0003187 (Signature of Notary Public) • R°• !• •. �gi1lPIflES:November3,2012 (Print, Type, or Stamp Commissioned Name of Notary Public) Barbee nor 1latvy PimAc Und.Mdlen gTflt Or FORM 6Tt LUCID COUNTY T411510T ATIFYTHATTHISISA TJR!IF.9Tt1DGORRECTOOPYCFTHE Lr�r�Fa�,,. K. c II��((� Fr.. .t n•A, r.T I.� CLERK 9�F,..... BY: ur " c a� PROPOSAL Page No. of Pages ALUMINUM & SHUTTER CORP Since 1979 Phone: (800) 244.4143 - Residential/Commercial Fax: (772) 287.9740 3001 S.E. Gran Park,Way. World ,Wide www.gulfshutters.com Stuart, Florida 34997; '" License # CRC058017 Proposal Submitted to �, C p�qr. 'p /p Phone p t Date g 11i�6"It �'+0'1e'� �11 'I... IIa' I� l� `l� ��(,.'t .. 9..� v'�:• +"�j� N �-G C.�� P t Street city l U State Zip Code r41'il 1 r% �a^`f f _�,:1' ��. 6`` t ,I, d. {�„ ►� (i`'�Uy:: � � � 9.a�� Cam. 6"'� 3�, - 5,.. � �' � DO NOT SIGN THIS CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT. We hereby submit specifications and estimates for. % ' I iA& 1), Ad r14N. "c ,, ` h :�°�4e''n_,'. a .8, Sr !r°a�'a i.',,' i t,_ •'r� . t; %4. :— _"� � � I 'tip? � ,1 v��;r� t ._ � CV Ai' 4L.f _ @, . * rg,I P;X rt !' z 6 M ;, J :.� e_te nSr,. '!-e. � 6`41 �.�.,��..a i'_ �,, �..+. R.J:.=,�a.',> / 2-,W'�.• �=o-:•:_t.:._ w� F vv ANR �' Y>�7,��.a4 f'i'�����'�"..'A.(`�"i..l 3., �'..*• '' P'�,•. ��,: `�.. �I r,. �. �'. . � ,r'.4� 11i'�4, �7 �K � I! TOTAL DEPOSIT.80% ` BALANCE ON COMPLETION ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay orfallure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric- Buyer agrees that any necessary electrical connections will be made at the closest source of power. Any changes orvariations will bean additional charge. Interest- Buyer agrees to pay s'/2%per month interest on any unpaid balances. Costs of Collection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of completion of the work outlined herein. Acceptance olProposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract. Paymentwill be made as outlined above. SIGNATURE<-' SIGNATURE DATE OF ACCEPTANCE: % ,'�-�3 ">� AGENT 1/14/11 fi ALUMINUM & SHUTTER CORP. , • - Do It Once Da It Right. Snc�I9i9. 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287 ® 6476 ® (800) 244 m 4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SKEET Special instructions: A c.__ r b J)A ���',, Signature :. -:y ;•,�� ; /-,, ? Date i� Page I of I Key Storm Panel SP Rollups - RU Accordions - A Windows/Doors - WD Bahamas - B `. Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Date VI I f-0 i' ,1!forrda. E &gilding Code Online : Pdge 1 of 2 IS Home 1 Log In User Registration Hot Topics ' Submit' Surcharge Stats & Facts . Pubhcatlons FBC Staff , BCIS Site Map Links Search -! , ° Product Approval M USER: Public User Product Approval Menu > Product or Application Search > Application Llst > Application Detail FL # FL3` 89`R3 . a& 'Application Type Revision .Code Version - 2007� ,. .'Application Status Approved', `.Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Bill Feeley Irodriguez@easternmetal.com T utterscordiann'' Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A.. Tlllit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. il�Validation Checklist -Hardcopy Received FL389 R3 COI Dwa No 08-227 Certification of Independence.pdf Standard Year ASTM E-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvYYHH2vJvx53... 9/7/2011 Florida Building Code Online = Page 2'of 2 ' Product Approval Method . Method 1 Option D Date Submitted 11/03/2010 Date Validated 11/08/2010 Date Pending FBC Approval 11/10/2010 Date Approved 12/07/2010 ..Date Revised 08/26/2011 Summary of Products FL # - Model, Number or Name Description i 389.1 Bertha HV Accordion Shutter- Blade 1 Only- (Non-HVHZ)- Drwg Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection #08-227 Limits of Use. Approved for use in HVHZ: No Approved for use'outside, HVHZ: Yes Installation Instructions j FL389 R3 II Drawina No. 08-227 Revised Ddf 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 Created by Independent Third Party: Yes Evaluation Reports FL389 R3 AE Dwa No. 08-227 Product Evaluation Reoort.Ddf i 30.0 p.s.f (for symmetrical and opposing centermates). 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) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: SCCUTICyA]T rrit6'S" ♦vertSign� � Traite6 ` A VI IIIM1TI http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvYYHH2vJvx53 ... 9/7/2011 NERAL NOT 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' Ar 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 339 INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, 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 MID 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 W 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 5001 R WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCLATION 2024—T4 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 WI WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK bW OR ALTERNATE LOCK MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK �j , OR AN EGRESS H.V. LOCK W SHALL E3E USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN :THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS 'ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E_D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE ' SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. . (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.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. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. . TIWT TESTING do ENGINEERING COMPANY 6355 N.W. M6 St.. St,. 7D5. MGM cwelis• FLORIDA 33 Phone : (305)871-1530 . F..: (305)871-1531 e—mail: ulteco0ccl.ccm .�'%jj ..}'/.�`y.y • `�-. '' 000a6719 ' •' " j •'7 �' ' IYALTER A TILLIT Jr" P.E. G %DATE P.E.. SEAL'""/SlGNATURE FLORIDA Lie. B 44167 BU A.S.S.A. American Shutter Systems Association; Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 1 , CODE (Non Nigh Velocity .Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM' Accordion Shutter System 1 ain as_ise 9/63/0DATE: 09/05/08 2 GENERAL - 10/27/1 DRAWING No 3 08-227 4 , SHEET 5 1 OF 1-4 7F mom' _CS_ i I 4.371' 4.857' (A `FIV..BLME; # 1 COVERED UNDER US PATENT 5458179 FO HD 2" (Max.) B/O HEADER/SILL # 2 3.226' 1.500- 085, 7n <lrn•) 4.897' �'HV ADJ 'ADArPTER�VJ/LIP VARIES 2" 1.918" 0 090"I N .375' h •\'a_p of O H.Y. 2" (Mo..) DIRECT MOUNT 4 of 1.917' cl .083' .083" .060" `b m 9 6701'H 1.686" 10 0 3.520" ©JjV CEILING HEADER 1 4.576" 2.293" .745' �Oe 0.21� C �— t{V-�CEN_TER_MATE���1 (SELF MATING) y .250" TYP. 0 n 3.ODa' OO 3" FLOOR ANGLE .125" TYP. 0 0 VARIES FROM 2.000' TO 5.000' GB.O. WALL ANGLE o' N q/ o .092" OHV WALK —OVER TRACK .093 �'. M •• 67CI 3.529 E D CEILING` HEADER/SILL 2 �'J HV 90°/180- STARTER ` ® HV FLOATING CENTERMATE A 2 rX HV CORNER CENTERMATE # 3 x X Y t ' 1' 2" 0.062" - 2 2" 0.125"1 .. 2" A4"O.062* _ 2" - 2" - x2" _ - - (DSIDE ANGLE SOCORNER POST IL EG®,NC. _'"ice.._--•---=---- TILLIT TESTING &ENGINEERING COMPANY 6355 R.W. 36Ih. Sl., St.. 305. NRGIIM CARDENS. FLORIDA 33 Phono (305)871-153C .For : (305)871-I531 !...�2 �- . • �. .. e-mal: EB 0006600Leom 19 WAUER A. TILur P.E. 4AL/)Q--NATAR DATE FLORIDA U.. 1 44167 A.S. S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 3 CODE (Non High Velocity Hurricane 'Zone) ©2009 EASTERN METAL SUPPLY, INC. -BERTH HV Accordion Shutter System 1 0!D 95-190 - 9/t3/a UATE: 09/05/08 z DRAWING No s 1 08-997 VARIES, 12" MIN. - 1.130" 1/4' a-20 SS OR 3/6'0-16 ACEEAI THUMBSCRENS, (SCE DEMIS) _ W ,37310 U .N'65KINVE0 (SEE NOTES ON SHEET 4) 3/S"�—� 6 ETAL AC THUMBSCREWS t1/2" ASSEMBLY i AT EVERY OTHER KNUCKLE 1/4-0 #2 SHORT RECESSED NYLON /4N 0-20 S.S. BUSHING. THUMBSCREWS 1 /4'_2U1 1/4-20 dE CAST FUT MiPDJ2. THREADED 1 DIE CAST THRFAGED /r' HOUSING ENAMEL HOUSING ENAIAEL S.S,a1.5. ® - 1 BAY.m PANTED n` Pl.KED PANTED (2 TYP.J p RESS TURN n my�8 I KNOB. LU1 i � `.e7s' eRAss cnJnDER 318" U-,JS9 CYLINDER (CHROME PLATED) $ KEYS (CHROME PLATED) m 'p w H'V LOCK-- EGRESS'=H V1 L GK� �`-(SEE NOTES ON SHEET 4) 875" ,250" O.D. PLASTIC HEAD n . I .518" 18" MOLDED TO - SCREW TO - ,n I.825" '�, AFTER RNE ING .360" BEFORE RIVETING S S THUM9SCREW ALTERNATE LOCK (TO HV LOCK Cw) 1 (SEE NOTES ON SHEET 4) ,r NYLON RECESSED WASHER NYLON BUSHING. #14x2 3/4" H.V.- ACCORDION PIN W/ #8 HEAD xZ V N W K .yLL N el II �1 ACCORD N I I I ;� ACCORDION PIn� RIN �.I t tii j a` PIN • 0.188"0 AISI 302 SERIES S.S. RIVETS. AISI 302_ SERIES S.S. WHEEL 1 I , CARRIAG'c A -HV HV I BLADE 'I! ACCORDION ACCORDION PIN PIN 1 TLONGF¢g¢gga' RECESSED- Ili NYLON BUSHING.. . �TYP_(CAL 'SWUTfER�ASSEMBLY . SCALE: 3/8" = 1" 00.324" TYP. 1 ® 5 •a� rAVDEL SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, c PART # 0820. AS MANUFACTURED BY �WI•{GEL CHRRiAVE+�I��A_ I CHERRY TEXTORN, PARSIPPENY, N.T.S. NEW JERSEY 07054 OR EQUAL _> TILLIT TESTING &ENGINEERING COMPANY .355 N.W. 361h. SL. Ste. 305. VIRGINIA GRDENS: RO MA 33 { / Phone : (305)871-1530 . Fcx : (M5)671-1531 " ,�� ' •.' <.., .. l. a-maC N orom ' ES-OQa671D6719 ' - "•., WALTER A. T1WT Jr. RE ..... .:. P.E. SEAL/SIeNATURt/DAIS FLOWDA U. S 44167 #14x2 3/4" H.V- ACCORDION PIN W/ #8 HEAD 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 a n a 114x2 ACCORDION P NN i W/ #8 HEAD - _�-#3 NYLON n - HAT WASHER .0.870"x3/16" - THICK NYLON _ WHEEL. =1 1111 #1 LONG 5 BLADE BL I ^ I BLADE 91 LONG f 1 1 2ECESSED •MAN BUSHING #14x2 3/4 H.V. ACCORDION PIN'. W/ #8 HEAD 11 , _N;LS. CODE (Hon High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. ' BERTHA HV TM Accoidion Shutter'Systein To DESCRIPTION DATE 0— b . F.P. otn os-ue a/oa/oe DATE: 09/05/08 DRAWING No �$—'22% _ * t 31VG/321f1 MIS/�LAS '3'd _..._---....... 1303H5 - r OH£H-60Z(l9S)XVd ZLLZ-656(LLS} :Lid c9irr 9 '�n rarco» 7d W 1FM v a311M ` . LZZ-2 0 £ L07CF ld '40098 Wlod jSGM 6IL9000-63 =:aoa—M .gin» -a ,,.... i• '.l. > ON ONIh1V2l0 z anu s oo� sa O P 1 M 89Zt . 'OUI 'UOI}DIODSStl its!-iw(so£) , •oe - o£9t-IL9(S0£) :... sim vNa01i 'SN30av0 vwuv, —Sot--is `i5 '419t 'M'N SSt9 _� .• :; °`�/ y .; 90/90/60 31VG °°��6 P61C0Q0 i SWelsAS iogn4S UDOIJOWY ANVdW00 ONIH33NION3 4 0NI1S31 !!fill —"a- - �'-,�•� a j"'���,/' 'd•e • 9 umw0 31v0 NOUdI90S30 °N 'A3 uzalsss Janus uoTp�000V ■�� ..-... Ali .• '.. AH H 313 .3NI 'AlddnS IVi3W NHaLSV3 600Z QQ ' (DUO2 ?uoownH ,(I!oORA yo!H °ON) 3355 ommina naiso-D ". OwOao 'L 133HS 'ZL N01103S 31VN83iltl NO NMOHS SV 1nNAltl 'Wnitl M M63A430 01.11, GUMIN „t/CXOz-o.*/l /M 30VVI 38 IIVHS S31W4831N30 ®2l0001 M3 S8WnH1 "S'S „t/Cx0Z-O„*/L �A a3NaoO.jo n 4 / 30 1N3WHOVIIV ')1001 301S1n0 80 301SNI NV SV 03Sn 38 AVW >1001 3 2 311V 'NOI1VA313 n MO M9 IA M * 8' L 9 £ ANV 1'd SNOI1VllV1SNl ONV NVdS ANV 2103 9) >1001 AH 30 n311 NI 03Sn 38 AVW :d001 31VNb31ltl x r 3NO •'SAW483IN30 IVOI W O Al 0 (31 VA L# NO 0 VCINYN Ul JIVN8AllVS N , N '6 L3HS NO NMCIls S3lnG3HOS 63d SV 03NIM13130 38 11VH5 NVdS 213llnHS �a � W(1111MI "NOLLVA3I3 183LL(1HS IVOId) L NO 031VOIONI SV 38 IIVHS MOO-1 40 NOUMOOI 'O=Sn 38 IIVHS WOLL08 32 d01 1V @ SGOH ONIN00l OM 'S"W 'S-S GV3H 1Vld ONOI _Z/t x OZ-� t/L (Z)/M 31VW2131N3O 213N21OO z N ` - z n w = � Ol G3HOVlltl '>l00I 301SNI 210 3GISlnO NV SV 33sn 38 IIVHS ® >1OOI AH-NOLLVA313 ANV 1V SNOIIVIlVlSNI > I d ONV NVdS ANV 80A S31VVW31N30 213NWO iV (I. 38 IIVHS >I001 AH 3N0NOWQNO3 ANUIVaWK .* Ono n O ng zN, $moo (NOWSOd 3NV01212LnH NON) NOIlISOd ONI>IOV1S IV I r- `II m 03Sn 38 OSIV AVW 33IA3G 3N1VN831IV NV 80 � SGON OMN00l NN3 03d 1HS 33NVHN3 Ol G30I03G '£ @ S(1 0-1 : c v dI G3Sn 38 AVW ln8 'NOLLISOd 3NVOwdnH 1V G31In0MJ lON 3atl 50021 ONINOOI d ! �r I rr*iz M 11%0M i I 'NOIltlA313 83llnH5 IVOIdAl NO 031V010N1 SV 38 IIVHS Si1001 d0 NOIlVOOI j 3A08V (L) MON NO 031VOIGNI SV 39 IIVHS a� N O ® 2i0 Q S31VYid31N30 Ol SADOI a0 NOI103NNO3 '>IoOI 30IS1n0 W 3GISNI NV SV O3Sn 38 AVW 0 S>IOOI AH '03211530 Z X j OML 01 do 'S3SOd8nd Ku8no3s W3 60 3ONVMOAd 33d 2131L?a 2103 -Al 'NOLLVA313 b311nHS j IvIocA1 NO 031VOIONI SV 38 IIVHS NoOl d0 NORV301 'S'W •S'S GV3H 1Vld 9NOl aZ/l x OZ-0 b/t (Z)/M _ * n, ®a0 O01 03HOV11V 'NOOI 30ISN0 W 30ISNI NV SV 035n 38 AVN (D )LOOI AH 'NOI.LVA313 Q+®aoOto J M MI w Ho , S Z S31tlW2i31N3O ANV 1V SNOLLVIItllSNI GNV NVdS MV WA (?35n 38 IIVHS `h NOOI AH 3NO l :>100_ 31VN 313b oNjv NOOK AH n S0021 ONI71001 NO S310N POURED CONCRETE REOUIRED I *i 0 w— i i i t i EXISTING I POURED COf OR CONCRETE BLOCK - WALL REQUIRED `3. _WALLMOUNTING _ LNSTA�L"A`C CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1". MIN. SEPARATION 1 �.V�AL M UNTW INSTALLATi�N .. —� POURED CONCRETE REQUIRED EXISTING EXISTING POURED CONCRETE — OR CONCRETE BLOCK WALL REQUIRED INSTALLATION DETAILS CONCRETE ANCHORS f (SEE SCHEDULE ON - -- NOTE FOR COMBRiATION OF SEAM$ " ' -20x3/4" SHEET ta) 1/4"05.5. MACHINE SCREWS USING 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 1/4"-20 NUTS 0 12" O.C. I 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY, INSTALLATION. • - - 1" M!n. - EQ0 Q --- � `c. D. EDGE� D6TANCE ;" � - (SEE NOTES & SCHEDULE.ON SHEET. E mill 1" MIN. SEPARATION LuI A i TO G ASS - - I i V WALL MOUNTING INSTALLATION ' MIN. SEPARATION , TO GLASS 2I � a i1 � E - r- - - EQ EO / - 1" Min. '. a - L/4'0 20x3/4" S.S. PHILLIPS 1 CILONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ` (SEE SCHEDULE ON' USING 1/4"-20 NUTS 0 12" O.C. SHEET 10) - WALL MOUNTING INSTALLATION FLORIDA BUILDING CODE (Hon Hi h"IfeloCity hurricane Zone} - - ©,2009 EASTERN METAL SUPPLY, INC. - BERTHA 1�IY'' ;, .. 11. E C ®INC. �.�.�. . -Accordion; Shutter System Z'-•: y;;,",s TILLIT TESTING & ENGINEERING COMPANY ' -' American • Shutter Systems Ne DESCRIPTION GATE Oroxn F.P.' 1 �,� s/ro/ca DATE: 09/05/08' 6355 N.R. 36N. St. S1a. 305. 4`R"I M GARDENS, FLORnk 3316 Association, Inc" DRAWING No Phone : (305)071-1530 . Fa• : (30S)871-1531 _.il: tilt 4268 Westroads Drive West Palm Beach, FL 33407- - x _ - 08-227 EB-00067191 WALTER A T7L!7r Jr. P.E Pn; (B7�)=_99-2772 FAX: (Sot)209-8380 4 _..5 H E P.E. SEAL/SIGNATURE/DATE FLORIDA U.. ¢ 44167 5 14 _ NOTE FOR COMBINATION OF SECTIONS: - - POURED CONCRETE ANCHORS Y 1- SEE SHEET 3, FOR TYPICAL SHUTTER' CONCRETE (SEE SCHEDULE ON SHI_T7 11) ' ASSEMBLY ' 1" m' A - AS MOUNTiNv SECTIONS CAN'BE COMBINED REQUIRED EDGE OF -I MIN. SEPARATION, . ' IN ANY WAY TO SUIT ANY INSTALLATION. SUB IF TO GLASS APPLICABLE I 7SCHEDUL�E D. EDGEE EXISTING(SEE NOTES ON SHEET •�11) - 1 I I GLASS"'- OR N e O I - E I J i a I EDGE- OF iw SLPE 1NG i 'N I, , APPLICABLE ASS—, I 1" POURED _ -j MAN. SEPARATION , w '' CONCRETE E. 0.* r . TO GLASS A REQUIRED &LAT HEAD CONCRETE ANCHORS ' (SEE SCHEDULE ON SHEET 11) � (D) WALK —OVER MOUNTING INSTALLATION C CEILING MOUNTING INSTALLATION 0- REQUIRED I -MIN. SEPARAP,O - - To class, Exlsnwc 1 • � , , - A GIASs—; o -)MIN. SEPARATION TO GLASS i 1140/4" S.S. HEX HEAD TEK .. , SCREWS 0 9" O.C. OR 1/+0-20 i 4 'i•i - � _ ALTERNATE S.S. M.S. W/ NUT ® 9" O.C. ' ANCHOR 1I I i LOCATION ii I-#10x3/4" HEX WASHER HEAD - - - - -, i 3/8 MIN. TEK SCREENS a 12" a:C. I 1 E 3/8 w/ CONCRETE ANCHORS N (SEE SCHEDULE ON SHEET 11) "' - - - - - a CONCRETE 'ANCHORS EDGE OF tKQj-y s' A� I I (SEE SCHEDULE ON SHEET 11) IF J E.Q. ' EQ. APPLICABLE THIS INSTALLATION SHALL BE I i ` REMOVABLE WHEN PERFORMED , EDGE OF ADJACENT TO AN OPERABLE EXIT 1 1/2" '1 1/2" - SLAB IF - - _J REMOVABLE APPLICABLE - '---E• D.• E. 0.* - POURED-f ,. * CONCRETE REQUIRED E. D. �7j FL00 QUNTTI G' 1NSTAlLATIr-M t ®FLOoR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING' CODE Non High Velocity Hurricane Zone) ' © 2009 EASTERN METAL SUPPLY, INC. . BERTHA HV TM ILIE C A �N�. ■���■�■ Accordion'Shutter System <' -^•- r�.'^A• - EY. No DESCRIPTION DATE D._ . F.P. .- _ TINT TESTING &ENGINEERING COMPANY American Shutter Systems i 1 aD w-1se eN3/ae DATE: D9/06/CB 6355 N.W. 36U, SL, St.. 305. NROIRM GARDENS. MRIDA 3310 ASSOtiatfOR. Inc. r pho : (3o5)871-1530 . Fax : (305)B71-1531 4268 Wes}roods Drive 2 DRAWING No ' a-D Pa: w1«oeam.00m ' E6-DODs719 West Palm Beach, FL 33407 3 0$-227 WALTER A. 11LUT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET FLORIDA Liu S 44167 3 6 OF 14 P.E. SEAL/SIGNATURE/DATE M1 I-T' ALLOY) ALUM. (2) 1/4"O TAPCON IORS TO CONCRETE (TOP/BOTTOM) 4 '2' S.M.S. TO TUP.E EACH ANGLE. (TYP) �I rAILS ON SHEETS 8 & 14 •� * SEE NOTES ON LOCKING ROOSQ, HV LOCKS©.' N i---EXISTING GLASS AND ALTERNATE LOCK ©, ON• SfiEET 4. ') I / SEE END WALL CONNECTION I (�)oR©oROOR rEXISTING Goss DETAILS ON SHEETS 8 & 1A, IOoRO 'VJOR — — — — — - — — — — — — — — — — — — — — — — — — — —1 — — - — — — — — — — - — — — — — — 1/2' OPPOSING SYMMETRICAL CENTERMATES CENTERMATES a10z3 S.M.S. tD W/ LOCK W LOCK W * - t _MIN. .I I O..C.C. FULL LENGHT. T. ` - SEPARATION. �. T GLASS: N ' �l 1/T• Z, 1/2" Ile CB@ EO EXISTING F71LASS �(� �HooOR( '—�--- --- r IN 1' AIIN. OPTION sEPARATI TO GLASS (INTERI L--- - 1 ., 1--/ — SECTION 12 AT CORNER CENTERMATE 3 90 U)* A , A 1' L OR M M oR LoRC ' A L OR SECTION 12 OUT POURED CONCRETE OR EXISTING GLASS - I CONCRETE BLOCK WALL - - ? j REQUIRED _ _ _ _ (-. 1 SYMMETRICAL IN �oR©oRCoR CENTERMATES' oPnORAL �Wj1 ooRoo o i" MIN. * r(IN1EwoR)� ` F H l OR J Te GGLILSS Y W LOCK .1 OUT I I- QOR (EXTERIOR) ALTERNATE SECTION 12 4 .:..: IL w TILLIT TESTING & ENGINEERING COMPANY ~`•" 8365 N.W. "I". St. "I305, 1ARGINUG.,CnDP.lOA 33 - Phone : (305)871-1530 - : (305)87I-1531 rE'Leom a -mail: 1Rleec eo EB-0006719 WALTER A 71LLIT Jr, P'F P.E. SEAL/SIGNATURE/DATE FLORIDA UD. g 46167 L� CONCRETE ANCHORS G ' 1, - - - - - - _---_ -- - -(�p��---, I RI ( VARIES OR . OUT I M% -: 61I2"MNC. SLACK' SECTION 12 AT SLACK DETAIL (IF APPLICABLE)- Velocity -Hurricane `Zone FLORIDA BUILDING CODE (Hon High - _ A■S■S■X, I American Shutter Systems, Association, Inc. 4268 Westroods Drive 'Nest Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY. INC. - BERTINA HV' Accordion Shutter System . EV' N DESCRIPTION_ DATE Drawn S . F.P. 1 OLD OY196 e/mNa DATE: 09/05/08 2 - DRAWING' No 08-227 _ 3 4 POURED CONCRETE OR POURED CONCRETE �• POJRED CONCRETE _ : POURED CONCRETE CONCRETE BLOCK WAIL OR CONCRETE .�J OR CONCRETE I� OR CONCRETE /�// \\ BLOCK WALL REQUIRED BLOCK WALL REQUIRED - BLOCK WALL. REQUIRED / / REQUIRED / EXISTING GLASS EXISTING GLASS EXISTING, G1155 - CONCRETE ANCHOR EXISTING GLASS T - - > ®16. O.C. r I—�—� j - .- 2' MIN.. — 1 J - / 1 -1 1' MIN. 'i" MIN. 1 SEPARATION I - 1" MIlL SEPARATION ii i",MIN. EQ� i I IEO TO R CLASS 1/16'x3" MAX. (5063-T6) TO GI1A55 TO GLASS ' 1 SEPARATION _ - CONT. ALUM. CLOSER iI1I I 1/2• A TO G1A55. PLATE (LOCATE AT OTHER I / 'LOCATE AT 510. OF N 1MIN O) I ' ♦USE 1" OR 2• MAX. JTH R SIDE IAINA--A OF K) I I (AS APPLICABLE)x2"x,/8"xO' 1/2" MIN. ALUMINUM CLIP ANGLE 1 _ / #10x1/2" S.M.S. I / — - — - — - (60E3-T6 ALLOY) AT .MIDHEIGHF W/(1)$1 Ox1/2' S.M.S %ox/2-S.M.S. © 16OC - ANCHORS TO WALL A7 1' O.C. . / (LOCATE AT EITHER S16E OF NQ ) SEE DETAIL X FOR "`IIIJJJ--- SIDE CONNECTION SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO - -• - SIDE CONNECTION TO TRACKS OR (�, OR©ORC SIDE CONNEC➢ONORC TO TRACKS OR®+OORC END CONNECTION DETAIL Cl ; POURED CONCRETE OR / CONCRETE BLOCK WALL REQUIRED /—EXISTING GLASS / -- L� S�R:. SEPARATION I / TO CLASS ANCHCR ® 16' _ 1/2" MIN. Zlia ORCOR®ORC OR®+ IQORiJ-. • , - . . ORC'�+COfi� . - OR(D+UI ORO E+ND zr-->CO-'. -*m .. - _ " • .. NNE TION DE°T?AylL�l�) END CONNECTION DETAIL 4 N DETAIL 2� �— -"� I TIO _ND CONNEC POURED C014CRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS �10xi/e S.M.S. — — — — — 1" L�. 0 12" O.0 SEPARATION CONCRETE _ 1/2" MIN. TO GLASS ANCHOR C12" O.C. END CONNECTION DETAIL `) ORC+( DRO (2) # 14x1 3 14V 1 2' "_48OR0C OR®ORC END CONNECTION DETAILI) OR(3+QI OR(T END CONNECTION DETAIL `) ORC+( DRO (2) # 14x1 3 14V 1 2' "_48OR0C OR®ORC END CONNECTION DETAILI) OR(3+QI OR(T 1L E C O INC. == TILLIT TESTING k ENGINEERING COMPANY 635S N.W. 36th. St.. Ste. MS. VRCNU GARDEFS, n.OMDA 33166 Ph— : (305)871-1530 . Fax : (305)871-1531 ` .. e-ma6: tllteaaOaaLLCR1 ES-WO6719 WALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Ue. If 44167 OP.(B)+OOR@ ♦ REQUIRED ONLY'FOR SPANS GREATER THAN 12'-0' OR I OR .. MOW HV PIN. " . • './ `. DA BUILDING CODE (Non High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. . �an"IrUA UV TM A■SeS■dam® Accordion Shutter•System American ShUtter' Systems N DESCMP1104 DATE Dm b . F.P. I as m % o/c*10. DATE: 09/05/08 Association, Inc. 4268 Westroads Drive z DRAWING No' West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 'FAX: (561)209-8380 a SHFFr- ' MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, `ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) WUOMUM DESIGN LOAD (PAf•) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) I L - (R) 30 OR LES 16'-0" 16'-0" 16--O" 35 14'-10" 14-10 15'-2" 16'-0" 40 13'-10" 13'-10" 14'-2' 15'-2' 45 13'-1' 13'-1" IS-4" I I V-3" 50 12--5" 12'-5' 12'-8" 1 13'-7" 55 65 10-10' 10-10" w 1- 11 -11' 70 10'-6' 10'-6" 10'-9" i t'-5' 75 10'-1" 10'-1' 10'-4- 11'-1" 80 9'-10' 9'-lo' 85 9'-6' 9'-6' 9'-9" 10'-5' 90 9'-3" 9--3" 9'-5" 10'-1' 95 9.'-0" 8'-9-' 9'-2" 9'-70' 100 8'-,- "-4' 9'-0" 9'-7' 105 8'-7" 7'-11' 8'-9" 9'-4" 110 8'-4" 7'-7" 8'-7" 9'-2' 115 8'-2" - 7'-3" 8'-4" 8'-11" 120 8'-0' 6'-11' 8`-2' 8'-9' 125 7'-10" W-B' 8'-0" 8--5" 130 7'-B" V-5" 7'-1D" 135 7'-7" 6'-2" 7'-9" . 140 7'-5" 5'-11' 7'-7" 7'-6" 145 7'-3" 5'-9' 7'-5- 7--3- 150 7'-2" 5'-7' '-4' 7'-0" 155 7'-0' 5'-5' 7'-2" 6'-9" 160 6'-11" 5'-2" 7'-1" 6'-7" 165 6'-10' 5'-1" 7'-D"0'-4" 170 6'-9" 4'-11" V-11" 6'-2" 175 6'-7' 4'-9" 6'-9" 6'-0" 180 6'-6- 4'-8' 6'-9" V-10' 185 6'-5" 4'-6' 6'-7" 5 -8" 190 6'-4' 4'-5- 6'-6" 5'-6" _ 195 W-3' 4'-3- 6'-5" 5'-5' 200 6'-2" 4'-2" W-4- 5'-3' 205 6'-7' 4'-1' 6'-3" 5'-1' MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM ' DESIGN I.MO (Ps 0 (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEILING MOUNTING L + 30 16'—o' 1 16'-0' 35 14'-10" 14-10" 40 13-10" 13-10" 45 13'-1" 13,-1" 50 12'-5" 12-5" 55 11-10" 11-10" 60 1 V-4' 1 V-4" 65 10'-10' 10'-10" 70 f0'-6" 10'-6" 75 10'-1' 10'-1" 80 9'-10" 9'-10" 85 9'-6" 9'-6" 90 9'-3' 9'-3" 95 100 1 8'-9" 1 105 8'-7" 7'-T7' 110 8'='a" 7-7- 115 8'=2" 7'-3" 120 8'-D' 6'-11" 125 T-io' 6'-8' 130 7'=8" 6'-5 135 7'-7" 140 7'=5" 145 7'73" 5-9" 150 7'=2- 5'-7" 155 7'-O' 5'-5" 160 6'-11" 5'-2' 165 V-10" 170 6'-9" 175 6'-7" 780 6'-6' 185 6'-5" 4'—G' 190 6'-4" 4'-5" 195 6'-3' 4'-3' 200 6'-2' 4'-2" 205 1 6'-t" 4'-1" INSTALLATION LEQUEND 771 CO,NCfiETE. LMANSORl WOOD WALL �T", 2, 1W, 2W, 3W, &'.6W F(rt-A_O1:INTING & 4 4W, 5W LF.L R/CEILING 5, 6, �r 8W, 9W & tOW t"OUNTING j & 6 A MAXIMUM SHUTTER SPAN 'L+" OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. t CORNER CENTERMATE ?3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE o4, SHEET 4 OF 14 IL E�Oi r_::: �,• ?; TILUT TESTING & ENGINEERING COMPANY •'a 6355 N.W. Uth. St., Ste. 305. VIRGNIA GARDENS. FLORIDA 33 Phone : (305)871-1530 . Fa.: (305)871-1531 '��•, �, e-mal: 8lleco®aolcom .. EB-CM5719 WALTER A. nLI1T Jr. P.E P.E. SEAL/SIGNATURE/DATE FLOIODA Ue. B "167 • 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/6OTTOM) OR FLOOR/CEIUNG: ., 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, , COIABIPNTIONS 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 FOR FLOOR/CE'.LING MOUNTING INSTALLATIONS. - - RNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM. BETWEEN "L1+", "L2+',--"Lt-" AND "L2-" _ (4) GO TO ANCHOR SCHEDULEWITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO . DETERMINE MAXIMUM ANCHOR SPACING. DA BUILDING CODE (Non High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. TM AuS■S■Ax Accordion Shutter:System Amerlcan Shutter Systems �• No DESCRIPnON DATE Dawn F.P. 1 o1P os-see v/o5/ve DATE: 09/05/05 Association, Inc. 4268 Westroads Drive 2 DRAWING No'. West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET O ni I silo E7' �®®m� '' m�mm�p®ppm' ���NONE ��m��m���mm�®m, ' . ��®' O mm®' pm®pp' p®' D0CAN Q700 0�m®m �0� m® usD"0mmm00 ®00000 mmmo mm�mmmmmmnoom�imommmomm0ommmnmm�ommmlommmommoo mvovov�mm000®o�m�voovo®mmoonoo ,mmmvvv���mm000vom mmmmv" �i �o mmm - mo ME"""noom monvoommm�0000mmmv000emmm mmt�momomo®mmommn®m mom vomm •.icamnnn mmmtmmnnmmmo®moo mmmovomnmmmavmo®m�I13mvm"10mmmmmm' 'mmmvo®oo®mmmommom mvam ©o©no�m®im�vovvo�mmon mmmmmmonmmmommm®m monmo>om_mmomnnommmommnn mmmmmmm '�m®moo©n0mm� oom 0onv®® m Mo o�mmmv®vonmmm ®�©e mmmomo�n�o�mmooi'omn m�mm®�mmv©nnommmommoommimmoaome ®�• �o>onmmmommaom m�avovnmm�mnonnmmQmmnoommnmmooe r� 0mm00©nn0mm�t�IEaom m000vnmmmvonommmvoonommmoo=ve mom oo�mmo 000m 0on000�®mw000mmm�0000mmmo��_ ®'m®mm osgmm���000 Gov®o�imm�©ovnomm�avovomm���©ee �m1113 mm mmmmnonn mmmmnommmonnnommmm®onommm me m00000m®mmn0000®®mo®o emmmvee mmmMoo�Emmv�omi�m mm�onnnnmmm©�noom 0omnnn�®®nnnnn�i®monnosinm�oovee mm ' onn�mmmmfanonm 0omnnn m©nnnnnmmmmnnnnmmoe�e�oem ©�noo®mmmo®ono=mlmi0oIM m MM-nonvoi�mm®vvvomm�®vee ® mmm�onnnmmmmovo m mm© ©nnnmma�v©nnnmm �onvv�mmnnom�o®nnnnmm�e nnommmnnnnoms� eels ME �®v�ono5m == e v nn mnnn�m mm%oo oo��®©ovvoo�®movon� R e©sie �mne�annnm menno om mnE nnn nn>onoom 0000nneems�eee>se nA0000O mvovv�mm000vv m mmo�idvooiem�ae�e eee ��m®nanon�mm�'' ®©oovoo��0� ooe� mmnvono��Qvoov�®��0000n���s�see Elm no �>®nnnnoom®nvMMMMM033onnnnnoQo®�omQnnnnone�ee�e m��Innv000��aoanoo no�oo� gvoovmm000voosnr�e��®� ®®nrannoom nnnv nnnnno�o onon�ovnnonolel�ns>sesesj ononnno�nnnnnnmm�onn000rl�emneeee mmIIIIII �mnnnnnoomnnnonnn onoo�io ovvvvoo ovoo�iv0000nivvo�a®v000vononmeseesse mnnnnnoo onnonnn ovonnnmm�nnnn�monoonnonasessese onnnnnnvnnnnnnn>�anonnonneise�neee �ERNomonnnnvmm�nnonnn n em ERN on MEN Eonoon man "M oEon��ov0000�vonyono�se�� - MAXIMUM_ ANCHOR* SPACING (in.) SCHEDULE .FOR A GIVEN MAX. SHUTTER SPAN. I - - I DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ANCHORS SPACING LEGEND (SEE MOUNTINGS 1. 2. 3. AND 4 ON SHEET 5) ^ TAPCON OV_ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ 1 -'--I• ..tom^ `� ��� "`""" � ® IL EC O INc. A■s.S■Q►■ American Shutter Systems Association, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 Ph: (877 999-2772 FAX: (561)209-8380 ) © 2009 EASTERN MEAL SUPPLY. INC. . BERTHA HV "' Accordion,Shutter"System. TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 351R SL, 51a 305, Y1RGP7'A 4ARDFNS. FLORIDA 3316 Phone : (305)871 Fax (305)871-1531 e-moa: 1alaaaeaal.aam ES-0006719 ftLTER A TILLIT ar. P.E. FLORIDA ua. € / U67 REV. N. DESCRIPTION DATE Or— b . F.P. /L0. 'tt 1 om oe-ro• u/es/m DATE: 09/05/08 2 TAPCON wnN ANCEO A-1530 7NREADFORM TEC4MOlD(.Y. ewE TAPW MA CAP ER4 10/27/10 - DRAWING 7 No OUU -•..`r� :•. - P.E. SEAL/SIGNATURE/DATE 3 SHEET 10 OF 14 5 h1LX1MUM ANCHOR• SPACING (in) sCF1EDULE FOR A GNEN MAX. SHUTTER SPAN. DESIGN N e7ryF 10"n AND A CORRESPOND1Nc MOUIr"1NG TYPE FOR CONCRETE OR CONCRETE BLOCK INST IIATION fSFF Mn1Wn— c1 • ••• •i • I •••MOUNTING 8 Amm®m���mmmmm [MEE mmmmmmmmmommmmm r m®mrvotororom®mvvuvry mmmrvoororta�®mnvorory mmirEaoQrvo®®®m®��� mmoonoo®mm®mm�v �mmonnvommmvvovnmmmonoo®®®®®moron® mmon�ommmnnonn mmvovno®®®®mm®n oo'r�mmmnQnvv mmvvov©®®®®®��© �0mm mmm�on mmmonnMM mm0000mmmmmmmv® 0®m®000��m�000�0 ®m0000mi®®®�0��® mmmonrvv�m®mvvvvo mmonno®®®®®mmmv ®®®m®wu EM �0000 �D�Qmmm ® pper®0' mmmvonvv ®m 0® DODOOmm00�©®®® �00a®En 0mm�00®0©mmm' 0 : mon 00ME"©O®mnn©0© at1�m©o�©I�mmminvpnn mmr�o©vommmmmm(mos go mmo®ommommmQnrunn �v®®mo0mmm©®vv mMEM ED OmmlM111nnQnn mvommo0mm�omvoe m�ov©om�mo �m N� im"Immuii®o®m�v®®o mr���®o©o�mmonnv mor©o©oe�mon®®Ov m®'nm©oo®mmvvon aamvomno mm®vv�ve ��mv�mor��mvv���'io® ®000�n©©®vvv o®r�omvo0mmr�nonor�0EM1 E0I[MM MuNM 90vao m fLxmO®®®00 mimv®®t�v0 0®mCi�[i�i©Qmmm�7000® 10I0©®00 vvUMvoCR®monI�©ov�A®� ovvv ®mmv®®v0ommmnnn00®mm©v©omm�©v©v� as,m av®vommmvonvo ®om®®o®mmr MMEO m00®0©O�immm0OD0O911E ME ME OrJiQ®f�po0mmm00voO �FicimNvoem01�i0v0o0 m®n®®ovom®vvvo®vMM���©v©�o m0®Q®0006!®m000v0 o�lv00vOnva©d0 0 ®mm©veonmmmarorvory , rv©vvvn®pmm©vovvo ®vo®vvvv� ®v©0000t�®® v� v1 �mmm Oeao ' 0©oo0oovv��QOv [UM ' m"u0000mmmM n®vvo vo ©®vomnoo= 0 mMERM ==o0mmvvovo'mm00000MMoomEv mvv000oommmv0000'v®oQ000vom®©Dose '©o�ovvo�®mvvv�Om©vvvoovm©vomovv �n©ov000m®mvvvvovvvovolvvvvvvvov ®mmvovoomimmo01o00 mm000oo�mv�v0v0 1mEu MMo0mania IM ®000sa0o�ir�am ©OC�O mo�roi�i000Ex®meson ®�Q�oom��ovvov - TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE "SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c 3 kaI) - = 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min: f'o"=. 3 kst) ,. 1/4'0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. (Min. rc,= 3 ksi) _ 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS OIRECT, INC. (Min. f e - 2 ksN) 1/4-0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW; BOLT & SPECIALTY ' COMPANY OR ANY OTHER APPROVED UCENSED 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 THRFADFORM TECHNOLOGY ANCHORS AND ' TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'.c 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 MAN.STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.N) & A.2) ABOVE. FOR, INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT -THIS ENGINEEF�:" (B) TO EXISTING CONCRETE BLACK: (ASfM C-90) :. - 1/4"0 TAPCON OR TAPCON WUH ADVANCED THRFADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED B1' I.T.W. BUILDEX.' - 1/4'0 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 AUTHORZED VENDOR REGISTERED WITH THE AMERICAN SHUNTER SYSTEMS_ ASSOCIATION, INC_._ '- NOTES: 9.1) 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 1.7- B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHAL 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 i' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE EXISRNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ' ON NOTES ELI) & 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 SPECIFlCATIDNS 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 INDKATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ' FACTOR - -: ACTUAL EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORM ALL ALL POINT SOLID SET BLUE TAP W/ OAF' TAPPER +" MIN. SPACING E.D. MIN. SPACING - 3- MIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING - 3• 3 3/4' 14' POURED CONCRETE & CONCRETE BLOCK AIPL E0.=3" pOSjRFD CONUESE MN ED=3 1/2' OUCpErE ELDC< 6NL ED.=2 i/2' POURED CONCRETE & CONCRETE BLOCK Lf:N. E0..3 1 POURED CONCRETE & CONCRETE BLOCK WN. ED.=3' poLqU oxiCREM KK ED.=3 1/2' CM10-iE 9.06K MN Ea 3' 1.0 0.90 1.0 0.78 1.0 - 0.84 1.0 21/2' MET 1.0 - 0.67 1.0 2' - 0.71 - - - - - 0.51 - 1 31e.10.43- - 1 1/2- 0,35 - - - - -0.35 - /-707EC ®,N�. TILLIT TESTING & ENGINEERING COMPANY 633S N.W. 361t,. St., Ste. 305, %VCo•A GRCENS• FL04ZM 33 Phone : (305)871-15'-0 . Fax : (305)871-153t e-ma0: Silt ... ®ao`_ EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie ! 44167 FLORIDA BUILDING CODE* n High Velocity Hurricane Zon' 2009 EASTERN METAL SUPPLY, INC. BERTHA MV T"-- - n e eA ■ Accordion Shutter System. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 =n m-ua ,/m/,RUAIL: 09/05/G8 R A00 rEuwotncY, 10/27/i• DRAWING No UE TM'N/GP&TAPPERf 0 8-2 2 7 . SHEET 11 OF 14 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NIEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) LJ BTF�ATE SOUTHERN PINE No. 2 V'J/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR. SOUTH W/ MIN. G=0.36 1/2" MIN. COX PLYWOOD MAXIMUM SPAN ft) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS I 1 N, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS - 9W. & 10W WALL MOUNTINGS . 4W & 5W - NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (pso NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (PSO 30 40 60175 90 105 30 40 1 6C 75190 105 .30140 60 1 75 90 105 30140 60 75 90 105 30 40 60 75 90 105 30140 1 60 75 90 105 30 40 60 75 90 105 -C" OR LESS 12 10 10 9 1 8 8 6 6 6 6 6 5 112110 10 9 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 1 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 5 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.:i 3.5 3 2.5112 10 70 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 16 3 6 4.5 3 2 2 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 t 10 10 7 1 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 32.5 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 - I-'I- 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 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - i V-0" 12 10 5.5 - - - -5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - 6 5 - - - - 13'-0" 12 10 - - - -L43 - - - -12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - 6 414'-0" 12 10 - - - - - - - 12 7 ' - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - -6315'-0" 12 - - - - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - - 6 - - - 12 - - - - - 2.51 - - 1 - - - 11 - - - - - 2 - - - - - 6 - - - - - f NOTES ON ANCHORS REQUIREMENTS, WOOD _SUBSTRATES. 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHAU- BE AS FOLLOWS: - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREACFORM TECHNOLOGY ANCHORS, AS MANUFACTURED 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 SHALL 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.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALT. BE INSTALLED FOLL01tNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. TMME C ®�N�. TIL LIT TESTING &ENGINEERING COMPANY 6355 N.W. 361h. St.. Ste. 305. MRGINIA GARDENS, FLORMA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: 67teeoQ-�oi.cem EB-0006719 ' WALTER A TILLTr Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA ue. 1 44167 FLORIDA BUILDI AnS.mAN American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 G CODE (Hon High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. - BERTHA WV TM, Accordion Shutter Sysenri 5. N DESCRIPTION DATE I Orown by. F.P./LG. 1 m as -.se a/os/ae DATE: 09/05/08 . 2 TAPOON WTM AVVANcm DRAWING ND TNRrInFORu Tr_cNNeLOGr 3 08-227 4 SHEET 5 12 OF 14 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS —WALL FINISH 1/4"0 TAPCON OR - rTAPCON WT .ADVANCED THREADFCRM TECHNOLOGY 1/4.0 TAPCON OR TAPCON WITH ADVANCED W/ 1 1/2" Min. PENETRATION �-- THREADFORM TECHNOLOGY OF THREADED AREA TO ii W/ 1 1/2" Min. PENETRATION li EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) / IT I I OF THREADED AREA TO EXISTING 'WOOD HEADER. 0 1" MIN. SEPARATION_ i F OR ©\ r I ( SEE SCHEDULE ON SHEET 16) 1/4"m-20K3/4' S.S. 61ACHINE TO GLASS SCREWS W/ 1/4°-20 NUTS .;I j• 0.• 'j E I ® 12' D.C. EXISTING 1 ,I I� \ ` / - 1 Q GLASS --I • i_ j 1 /V E F 1 I FNISFI j I 1� 6� I�I 9 � I FINISH I 1 i EXiSTI,NG MIN. I �- 2•.4' WOOD I A STING MIN. HEADER REQUIRED G 2.4" WOOD E 5�14H I I @ HEADER REQUIRED i SEPARATION— 7' MITO II ° p@ II j 9..__t• MIN. SEPARATION GLASS I EXISTING B 70 GLASSGVSS GLASS-0 OR)WALL CONNECTION AT TOP EXISTING --; - I k GLASS—L_1• MIN. SEPARATION 'i° 4' CONT. TO GLASS 'OODDPLAT 2@ WALL CONNECTION AT TOP EXISTING 1 I" F'IN. SEPARI TO GLASS 1 1 1 11•' I 2"x4' COtri ( YI000 ;LATE F OR O REQ•D. { i 1 1 ,1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 THREPDFORP,IAhf TECHNOLOGY W/ 1/2" Min. PENETRATION OF Y THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) L-1/2" 611N. COX PLtW00D REQ'D. EXISTING MIN. 2"x4" STUDS '0 16" O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE VATH SECTION 2322 OF THE F.B.C. 41N WALL CONNECTION AT BOTTOM - 1-SEE SHEET 3 FOR TYPICAL-, SHUTTER ASSEMBLY.: 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO r SUIT ANY INSTALLATION. rlu F OR 1/4'0 TAPCON OR 1� TAPCON WITH ADVANCED THRMFORM TECHNOLOGY VI 1i h Itl W/ 1 1/2" Mii. Pe'T'-cTRAION OF THREADED AREA ' MIDWIDTH OF WOOD PLATE 2•x4• CONT. SILL ,%���� 1i (SEE SCHEDULE ON SHEET 16), PLATE REOD. WALL CONNECTION AT BOTTOM , 1' MIN. SEPARATION TO GLASS I I EX B I o WALL aFINSH s E - - '1 1" Min.J - S.S. MACHINE j II \ M'\�1/4'm-20x3/4' S.S. MACHINE IlLt/4'O=ZOx3/4Q 1 ! 1'. SCREWS W/ 1/4"-20 NUTS S 12" O.C. ( ' { 2"c4" CONT. \ SCREWS USING 1/4•-20 NUTS i/4.0 TAPCON OR 012, O.C. ' 4 A II 1 �� I �TAPCON WITH ADVANCED - - 1/4"O TAPCON OR 4APCON WITH ADVANCED ! ,P"C�•p )yy1 THREADFORM TECHNOLOGY , W/ 1 1/2" Min. PENETRATION 1/2" MIN, COX THREADFORM TECHNOLOGY 1 I ,1 iI OF THREADED AREA PLYWOOD REDb. WALL FINISH- W/ 1/2" Min. PENETRATION OF I :J MIDVADT14 OF WOOD PLATE (SEE SCHEDULE ON SHEET 16)- (SEE SCHEDULE N SHEETPLYWOOD). 6W WALL CONNECTION AT BOTTOM �W WALL CONNECTION AT BOTTOM 3/8"=1 ° , . SCALE: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '{. ©. 2009 EASTERN METAL SUPPLY, INC. ' 4,Wu TILLIT TESTING & ENGINEERING COMPANY ,�••�d ii+ v 4u 6355 N.W. 361h. SL, Ste. 3175, V[R A+ GARDa/5, FLORIOA 33 Pnane : (305)871-1530 . Fax : (305)871-1531 a-mal: 171eco9ooLcom 't EB-0006719 '�;� /d4 `' 's.: '.. .a'�`•• WALTER A. TILUT Jr. P.E. d•: FLORIDA tic. 11 44167 P.E. SEAL%SIGNAT(jRE/DATE American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA HV'TM Accordion Shutter System — REV. N DESCRIPTION DATE I Dmwn . F.P./L0. I an m-iae F/aMbe DATE: 09/05/OB _ TAPCON PATH ADVANCED 1G/zT/i DRAWING No rNREAOFORN TECHNOLO.r 3 08-227 EI 2^ MiN.--1 (Min.) EXISTING WOOD - BEAM BEAM REQUIRED. STRUCTURAL 2"x4^ AIM. \ EDGE (IF APPLICABLE ADEQUACY OF EXISTING W0o0 1 WOOD STUDS. 1/4"0 TAPCON OR TAPCON ONORN BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER / / _ (AS APPLICABLE) ,. A ! Al - i I V/ ADVANCED TTAP TECHNOLOGY IIW HREACBUILDEX _ /- EXISTING WOOD INSTAUATI0.4 / WALL t` / I -ANCHORS `0 6" O.C. .. � 1/2" ' TRUSSES OR 1--EQ p - FINISH ": ! I _ .W/. - 1 -1/2' MIN. THREADED I 1/2" RAFTER 24" O.C. REQUIRED / ) A! 3% PENETRATION INTO STUDS OR W/ --- 1/4"0 TAPCON OR TAPCON WITH ADVANCED THP,EADFORM TECHNOLOGY j 1 I EXISTING GLASS L T �- - / I '•_' ! `." r ; / 1 ` MIN.. 1/2' THREADED PENETRATION -TO 1•/2" COX' PLYWOOD IF NO STUDS EXIST. EXISTING SOFFIT 3/4" Alox. THK. in 1/ I ' iE EQ / i ! , /14x3/4' EQ EO OF THREAD1/2"ED AREA TPENERiATION/ EXISTING WOOD BEAM �/ S,N.S. ® 6" O.C. 1 1'x4"x1/8" CONT. ALUM. TUBE (SEE SCHEDULE ON SHEEP 76 (6063-T6 ALLO'Y) W/ (3)5/16"0 ) EQy r/ O 1" MIN. 1/Ze I LAG SCREWS TO EACH RAFTER OR E DR SEPARATION0 PLYWOOD. I O TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD I T GLASS E ORO OR(�• ) I I MEMBER, (?" Min. NOIAI14AL j I - - OPEN F:OLE AT EACH WIDTH) W/ 2' Min. PENETPAnoN I I I '1 2^ MIN. ' STUD TO ACCEPT 5/1'0'0 LAG SCREW �1 I Ii OF THREADED AREA. VALID FOR ! INSTALLATIONS WITH 72psf MAX. EXISTING l _ AT CENTER OF TUBE. I I I DESIGN LOAD AND 9'-0" MAX. GLASS--1 SPAN. THIS INSTALLATION IS ONLY 1 I F . �-$1 Ox1/2" S.M.S. I I 1" MIN. SEPARATION I I VALID FOR WOOD W/ .MIN. I SPECIFIC GRAVITY OF 0,50 AS 1 L 1 I I `a (P),. R R C R - ® 16" O.0 - TO GLASS INISTING� I III I I DOUGL S FIR OR SOUTHERN PINE No. 2. OR EQUAL SEPARATON Iw I I OR OORO+(@ CLASS I TO HOLLOW CEILING MOUNTING INSTALLATION ` END CONNECTION DETAIL 1 W . & 4W SOFFIT MOUNTING INSTALLATION 1/4'0 TAPCON OR TAPCON I WITH ADVANCED THREADFORM r---- T— ( 2"x4" MIN. WOOD -_TECHNOLOGY RW BULLDEX I I 1" MIN. I —SEPARATION I j A STUDS REQ'D. I 1NCHORS W/ ! 1/2"L1:N. EXISTING GLP.55 � 'I THREADED PENETRATION I I 1" MIN. F—SEPARATION I TO CLASS I 1 /A EXISTING I TO GLASS GLASS I _ INTO STUDS ® 12" O.C. — — — — I I Ll ( I I 1 I v I I I I I AANCHOR� I�I 1 I 1 III 1 I MIN. MIN.- SEPARATION TO GLASS 1/2' MIN. \ 1 1Y2.\IN _ EXISTING GLA55--J I LOCATION 6^7, Ail .I I 1 I I 111 2"x6" MIN. WOOD HO I g10x3/4" HEX -_14• DECK REQUIRED (NO FINISH 2'x6' MIN. WOOD DECK \ WASHER HEAD TEK SCREWS ®12" O.C. ALLOWED) REQUIRED (NO FINISH ALLOWED) / \ - EO EDGE OF DECK EDGEOF DECK IF OEQ N t-�_-_--- ----- --.-'� _ APPLICABLE IF APPUCABLE —E.O. -E.O. - _ GGE . TAPCON OR TAPCON WITH/ 1/4'ADVANCED RA TECHNOLOGY 2" MIN. 1/4"0 TAPCOH OR TAPCON WITH DECK IF WALL APPLICABLE ri1_ fE AY/ 1/2' Min. PENETRATION OF W/ ;L.P NE ADVANCED THREADFORM TECHNOLOGY 2^ MIN. (E)OR(E)OR C OR B FINISH-_ O • - - - ' THREADED AREA INTO WOOD DECK. NOTES W/ 1/2" Min. PENETRATION OF I - .OR )Ofi�}® (SEE SCHEDULE ON SHEET 16) 1-SEE SHEET 3 FOR TYPICAL SIIUTT7_R ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED THREADED AREA INTO W000 DECK. (SEE SCHEDULE ON SHEET 16) 91N FLOOR CONNECTION IN ANY WAY To SUIT ANY INSTALLATION. END 'CONNECTION DETAIL ,5W 5 1.0 FLOOR CONNECTION " SCALE: 3/8" = 1^ _ FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone). ' O 2009 EASTERN METuETAL SUPPPuPLY, INC. TIM ' I L E.0 N �, �■ S � �,~� • ■ ■.�■ Accordion Shutter System S%— TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems • N DESCRIPTION DATE Dmnn by. F.P. /LA .1 6355 N.W. 36th. St., SLe. 305, VRGDIIA GWMENS, FLORIDA 3316 Association, Inc. 1 Od a}794 9/61/44 DATE: o9/05/oa `. f :1Q;;';Y...•; �-``,' �' Phone (305)871-1530'. Fox : (305)871-1531 ¢-ma7: Glteeo®acl.eom 4268 Westroods Drive 2 Ta�pE pFN-OR. TADVMOLpDGT 0/np DRAWING No '��ii �'•' ° "A�a`4� EB-0005719 WALTER A. TIUJT Nest Palrn Beach, Fl 33407 0$-227 P,E. SE'AL'/SIGNATURE/DATE Jr. P.E. FLORIDA Uc. a 44167 Ph: 877 999-2772 FAX: (561 209-8380 ( ) ) 4 SHEET 5 14 OF 14