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Home My WebLink AboutSUBMITTED PAPERSA.' PLANNING. &-DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION RN z jagg?�-N " I IZ 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT cio DATE: PERMITNUMBER: J11n.-009 I 1. LOCATION/SITE ADDRESS: 99(eQ S. CCUM-1 1'ae. a �4- 549,f::� 2. PARCEL ID NUMBER: o0a 3. 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name: Address:,cl%Oe'l. City6SLA&4-n GRAWL% State: R. Zip: 31M'S Phone: Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert eCT-C I -:N:1 County Cei-t VAP(f I Business Name: &kk�� Phone n 'Umber: Concrete Masonry - J Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report Method of Attachment As per Product Approval or Engineers An lysis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing, Removable Panels Accordion — (L-3 Roll Up .Colonials 10ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. VALUE OF CONSTRUCTION: S .49059. 00 FEES DUE: OWN ER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. `CkKn�� ( I tr PRINT NAME OF OWNER OR CIONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF .9-- " s I --'rWE— OF OWNER OR CONTRACTOR/QUALIFIER GNA ACKNOWLEDGED BEFORE ME THIS aLA, DAY OF 20 BY___7A&�, -4-jk-d WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF N6T TITLE: NOTARY PUBLIC COMMISSION NUMBER SLCPDSD Revised 96/17/20 10 SEALKENNETH R. KING MY COMMISSION # DD 803187 EXPIRES- November 3,2012 Bondedl�ru Notary Public Und8*t6Ts C"11 Property Appraiser - St.Lucie County, Mary Ackil Record: I of I Property Identification Site Address: 9960 S OCEAN DR 1702 Sec/Town/Range: 02:37S:41E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Address: Sales Information Date Price 6120/2007 100 3/1/1986 130000 Mary Ackil 9960 S Ocean 1702 Jensen Beach FL 34957 Page 1 of 1 PROPERTY RECORD CARD <<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Homo Print NIE ParcelID: 4502-702-0072-000-3 Account 122247 Land Use: Condo City/Crity: St: L'ub'W y S Legal Description THE MIRAMAR 11 UNIT 1702 (OR 516-131: 2850-645) Assessment 2010 Final Total Land and Building Code Deed Book/Page 2010 Final: 242400 Land Value: 0 Acres: 0.02 01 WD 2850/0645 Assessed: 242400 Building Value: 242400 00 Cv 0516/0131 Ag.Credit: 0 Finished Area: 1434 SqFt Exempt: 50000 Taxable: 192400 Taxes: 4203.29 BUILDING INFORMATION PM Exterior Features 3900 View: Ocean RoofCover: RoofStruct: View ExtType: X092 - ThMiramarll YearBIt: 1984 Frame: Grade: X92C - MiramarliC EffYrBIt: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: I SecWall: Interior Features BedRooms: 2 Electric: - PrmintWall: FullBath: 2 HeatType: - AvgHt/FI: STD 1/2Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure 1 0400-Condo OF -Unit 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 0 http://www.paslc.org/prc.asp?prclid=450270200720003 5/27/2011 JOSEPH E. SMITH, CLERK,'--" THE CIRCUIT.COURT - SAINT LUCIE COUI�- FILE # 3600034 OR BO&,___�1100 PAGE 868, Recorded 06/10/2011 :39 PM AMILUMMU11--mmahm Gulistramn Aluntinuin Ar Shinter Carp. 3001 SE firan Park Way Sluarl, FL 34007 rammHUHM. 772-287-6476 OTICE OF COMMIZ CEME 7 dealaned hereby given notice that Improvement will be -ado 10 certain -1 Property, and In accordance with Chapter 713. Sullues the following in imlluld-n Is Provided in the Notice ofconamencemcni. Af6u _ .70Z _ 60 7 Z � 00 3 L DEWRIPrioN OF PRoP2RTy (Legal description and street address. Ifavallabla) TAx POLIO NUMBER: 2. GZNERALDLSMlrrjoNopim,.Ovghum.. 3. OWNERINFORMAMON: ..N.- b, A_`291�- "S 0"_ b- e r-6 q V-7 ., 4. CONTRACrORS NAME, ADDR= AND I-RO14E NUMDER:,,� p A -t- 5- SURETYS NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT. 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7- Persons within the State OfFlorida designated by Owner upon whom notices or other documents maybe served w provided by Section 713.13 (1) (a) 7.. Florida Statutes: 149i ADDRESS AND PHONE NUMBER: a. In addition to hiftiselfor henscir, Owner designates Hie following to receives copy Bribe Llenor's NrAlca, u provided 713-13 (1) (b), Florida Sunutea In Seed n NAMIL ADDRIM AND PHONE NUMBER: 9. Expiration data ofnofica ofoommencenient (the expiration date Is 1, YcM fto% the datb of specifled): recording UqIM a different date Is —.20- .... .1 s.—.. County of -&k The foregoing Instrument was acknowledged before me this (Q� dayor-__" 20 By _ _�" e I- & For 4VCA-r (llama orperson) (lyPc?fT-.Vyt..x. Officer. troste., attorney In fact) '(name ofp zirorwhim instrument was executed) Alh, Personally known or RIMuced the following type afidendficall e- j..j . ji irFNN1_r7TD1fFL KING 05310N It 00 8OM3187 (Signalturls OfNotw Public) L �.RES: Novarrbar 3..IG12 Under Penalties ofped a- I' ng an jury.1 eclant that I have rme7_orago lid tile inch in ilara Imato the but ofmy knowledge and q.-lov beiier(se S. Florida Statutes). ris) at fli rlerd beyr: Rev.. STATE OF FLORIDA ST. LMIE COUNTY THIS ISTOCER.TIFYTHATTHIS ISA TRI OR Z Dat I SE Gran Park Way * Stuart, FL 34997 Bid Proposal ..)ne: 772.287.6476 Fax: 772.287.9740 AL U91AVY & SK17TE9 CORP. Bid Date: 5/15/2011 www.gulfshutters.com License #: CRC058017 . .. ........... ......... . . . ................................. ................. I . .............. . . . ...... ....... . ... . I .. . . ................. . ...... I .......... .... ...... . ... Prepared For: .... . ... ......................... I .................................. . ... . .... . ................................ ........... . . .......... . .. - .......... . .. . ............ .......... . ......... ................ . . Bid Information Name DR. JOSEPH & MARY ACKIL Tvpe�UICEFEV Subdivision MIRAMAR 11 -Bid Job Name ACKIL RES. Job Address 9960 S.'OCEAN DR. #1702 Installed F-/� Phones North (617) 527-2297 .......... ..... City -State -Zip JENSEN BCH, FL 34957 Sales Person KENNY KING . . . .......... . .. . ............. . .... . . ............................. . . . ... . .. I OrD)e ina Finish I OPG #I Type I Style Width Height Width Height I Bid Item Description 1 15 90 563 98 lColor: White; Trk: White; Locks: In Custom Features Qty Description 2 Curved Track (T+B) 1 DISCOUNT 1 Permit Bid Notes Total Bid Amount $5,052.00 REMOVE EXISTING, PATCH HOLES, RETURN TO GULFSTREAM, ADD DRAIN HOLES Deposit 50% 1 $1,684.60-0-1 Balance On Completion 1 $3,368-007 F_ ONE YEAR WARRANTY MATERIALAND 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 ofthis corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric — Buyer agrees that any necessary electrical connections will be made the closest source of power. Any changes or variations will be an additional charge. Interest - Buyer agrees to pay 1 V2% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance ofProposal - the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers — You are responsible for your own measurements, (width x height) Signature: Date of Acceptance: Signature: Agent: Thank Youfor the opportunity to be of Service! 3001 S.E. GRAN PARK WAY - STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshufters.com A d1,99 jft IfAIL UNINUM & SHUMER CORP Do It Once. Do It Right. Since 1979 Special Instructions: 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287 - 6476 - (800) 244 - 4143 FAX (772) 287 - 9740 E-Mail: jobrien@gulfshutters.com www.gulfshuiters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Page of Key Storm Purl ! els -or Rollups - RU Accordio s - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Signature Date Salesperson Date Gulfstream A1unMh=ra-nd Shutter Corp. F16rida Bililding Code OnIme Fage I ot z q 0 BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts i Publications FBC Staff BCIS Site Map 1 Links Search Product Approval Q USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Revision Code Version FIL , I wr Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Oh "Idt: te Ras Subcategory W&C R 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. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwq No. 08-227 Certification of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 http://www.floridabuilding.org/pr/P�_app_dtl.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtO... 3/20/2011 1,16ricia mailaing uocie unline ragez or z ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method-1 Option D Date Submitted 11/03/2010 Date Validated 11/08/2010 Date Pending FBC Approval 11/10/2010 Date Approved 12/07/2010 ..... . ........... --- .................... .. . ......... . ........ . ................ ....... Summary of Products JFL # 11lModel, Number or Name Fpescription 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade I Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 11 Drawinci No. 08-227 Revised.pd 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 Dwq No. 08-227 Product Evaluation 30.0 p.s.f (for symmetrical and opposing centermates). Report. J)d 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. F Back Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shurnard 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 Copyriaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: WJ FOR KH E http://www.floridabuilding.org/pr/p�_app_Atl.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtO... 3/20/2011 4� �epogff�JMDW 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 HN. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WMI 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-lBB6 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 f 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAIN -LESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELDQ> COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 5063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI 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-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 5. SEE SHEETS 10. 11 AND 12 FOR' ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS -OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU-FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL H ,JN A VISIBLE PLACE WlTi WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCKUW OR ALTERNATE LOCK*0 MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK(&W(WHERE KEY MUST REMAIN IN -I HE LOCK), AN INSIDE ALTERNATE LOCK -W , OR AN EGRESS H.V� LOOK (W) SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED' ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. P.E. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11LIEC01w.,\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. St.. 305. VIRGINM GARDENS. FLCFMA 33 Ph— : (305)871-1530 . F.. (305)871-1531 —.11: Ult.. EB-0006719 WALTER k 71LLrr J P.E. FLORLIDA U. 111 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane I @ 2009 EASrERN METAL SUPPLY. INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)202-8380 BERTHA HVT" Accordion Shutter &vstem REV. NJ DESCRIPTION DATE Drcwn by, F.F./LG. I I I — -- Is/-/" DATE: 09/05/0 2 GENERAL DRAWING No 3 08-7271 1-4 4.1357' CC)VERtE8D,6'U=NbE,R,OU-�-M,�4T�E,-,�, # 5458179 OFHD 2" (mox.) B/O HEADER/SILL # 2 3.226' 1.500- 4.897" ,SHV ADJ. ADAPTER WILIP VARIES 2" Pjr- '1 '141 r .39751' ON H.V. 2" (max.) DIRECT MOUNT 3.556" .670' 2.226' ' . t1Q 71*' 032w L 0.72" - :' .226, 1 01 HV ADJ. TRACK 4.576" 2.293' -7-5'. .062" 1.325- 0. Ae" p M� WATiNG) -025 Typ. VARIES FROM 2.000' TO 5.000" (�)B.O. WALL ANGLE VARIES 1. 670" 072 1. .615" 2.092' q 44361' QHV WALK —OVER TRACK OM I HV FLOATING CENTERMATE A 2 X Y X 1' 1* 0.062" 0 S�j 2 2" 0.062' 2- 3" 0.062- 2" 4' 0.062' iE ®R—SIDEANGLE IILIECO,�,- TILUT TESTING & ENGINEERING COMPANY 6355 NX 35th. st� St. 205. WtMINA GMD04S. FLOROA 33 Phme (305)871-1530 . Fox : (305)871-1531 e—li tiltecoftol.com EB-00067 9 WALTER A. TILLF1 P.E. P.E. !�NATURE/DATE FLORIDA U.. � 44167 OQJ OHV 90'/180' STARTER OX HV CORNER CENTERMATE # 3 L] 2' 2- 10.125- 1 3- 1 3- 10.090"1 - X So. � �R P �QS T A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)929-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurrcane 0 2009 EAST -ERN m--rAL suppLy. INC. BERTHA HVT` Accordion Shutter Svst = �196 DRAWING No 08-227 VARIES. 12* MiN. #1 LONG WHEEL #3 NYLON JR15CESSED XUNO S.S. OR 3/8--is ASSEMBLY T WASHER NYLON BUSHING. HUMBSCREWS AT EVERY (SEE DE1791S) OTHER #14x2 3/4- H.V.- KNUCKLE ACCORDION PIN W/ #8 HEAD /4"0 L3 IT I z #2 S.HORT 2 RECESSED NYLON —16 AMAL 1/4', 0-�-C) S.S. BUSHING. (SEE NOTES ON SHEET 4) 3/8"0 THUMBSCREWS THUMBSCREWS Hv- SLADE ACCORDION ACCORDION 1/4'-20-1 PIN L' L PIN RZ�� PARITED 302 SERIES S.S. FLAT H&U THREADED f-Dlr CAST T-R 0.188"0 AISI-\ S.S-M5 HOUSING ENAMEL /ZOU L - , i RIVETS (2 AISI 302 SERIES S.S. WHEEL CARRIAGE BRASS CYUNOER (CHROME PLATED) (CHROME —HV RESS- At W-\ I , ACCORDION SLADE ,I Egi H. S- ACCORDION PIN PIN LaL5.:l (SEE NOTES ON SHEEr 4) J.", Ell" .250" 0 D PLA.-rIC HEAD MOLDED TO—, SCREW f2ft .S. THUMBSCREW AFTER RIVETING BEFORE RAF-nNG 1 /4"0-20 RIVNUT* @ ALTERNATE LOCK (TO HY LOCK*) ,SEE NOTES ON SHEE,- 4) L / I -,�Mi #1 LONG RECESSED3 flM NYLON BUSHING. ME TYPICAL2 CSH=Qffi�k��-� ka&.— SCALE: 3/8" 14�2 3/4" H.V. 00.324 ACCORDION PIN ..048" ir- 1�� W1 #8 HEAD TYP. C11- *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN. PARStPPENY, NEW JERSEY 07054 OR EQUAL. N.T.S. 11LIECO INC. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36ft S-- St.. 305, MRGMK GARDENS. FEMOA 33 ph... (305)871-1530 . I- : (3D5)871-1531 LTEFB-0005719 WA R & 71WT J, P*E. P.E. SE�L/tz!6NA-1URE/DArE RDRIDA LIA. 1 44167 #142 3/4' H.V. ACCORDION PIN W/ #8 HEAD #3 NYLON HAT' WASHER 0.870"x3/16" THICK NYLON WHEEL I L.. # ,2 SHORT rl#IECE�iSED N RECESSED NYLON NYLON BUSHING 0 D BLADE 0 BLADE -#I LONG RECESSED NYLON BUSHING ; ZIP, #14X2 3/4" H.V. ACCORDION PIN W/ #8 HEAD FLORIDA BUILDING CODE (Won High Velocity Hurricane Zon A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 @2009 Ek%ERN mETAL SUPPLY. INC. 13ERTHA HV TM Accordion Shutter System FtEV. N, DESCRIPTI N DATE V. P' DATE:'!. ;O'T 2 DRAWING No 08-227 3 4 * NOTES ON LOCKING RODS Q . HV LOCK R AND ALTERNATE 0 LOCK: 1. MANDATORY CONDITION #11: ONE HV LOCKa SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY. ELEVATION. HV LOCK (5 MAY BE USED AS AN INSIDE CYR OUTSIDE LOCK, ATTACHED TO (D OR (a 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 fill: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV LOCKS @) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 8 OR SHALL BE AS INDICATED ON NOTEE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS IND I ICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2- LOCKING RODS @ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS (D OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION j2: ONE HV LOCK (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS Xi ANY ELEVATION. HV LOCK @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO (D CORNER CENTERMA`iE WI(2) 1/4"0-20 x 1/2" LONG FLA`F HEAD S-S. M.S. TWO LOCKING RODS @ AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. ALTERNATE TO M6NDATORY CONDITION 41 VALID ONLY FOR SYMMETRICAL CEI`�ERMATES: ONE ALTERNATE LOCK (W� MAY BE USED IN LIEU OF HV LOCK@ FOR ANY SPAN AND INSTALLATIONS AT ANY, ELEVATION. ALTERI�Atr_ LOCK (�)l MAY BE USED AS AN INSIDE OR OUTSIDE Loc.K. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSMEW TO (p OR (9) CENTERMATES SHALL BE MADE W/ 11/4"0-20x3/4" ALUM. RIVNUT. AS SHOWN ON ALTERNATE SECTION 12, 'SHEET 7. I UL tE C 0 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St- Ste. 305, MRGM GARDENS. FLORIDA 33 Phone : (305)371 —1530 . Fog : (305)871-1531 C—nndl: tiftecoevoi -0006719 EB WALTER A. TILLIT J� P.F_ FLORIDA Uc. f 44167 P.E. EAL NeiTURt7DATE A.S.S.A. American Shutter Systems Association, Inc. 4268 WesIroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-5380 w R 'E CODE (Non High Velocity Hurricane 02oog EAsTmN muAL suppLy. wc. BERTHA HVTM Accordion Shutter Svst F.P. DRAWING No 08-227 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) OR MIN. SEPARATION TO ASS EXISTING i GLASS-7 WALL MOUNTING INSTALLATION EXISTING 1. MIN. SEPARATION -T — I/ I '�� \—cc)NcRErE ANCHORS POURED CONCRETE J (SEE SCHEDULE ON SHEET 10) OR CONCRETE BLOCK WALL REQUIRED 03 WALL MOUNTING INSTALLATION CONCRETE ANCHORS fjSEE SCHEDULE ON NOTE FOR COMBINATION OF SECTIONS SHEET 10) /4"0-2OX3/4' S.S. HINE SCREWS USING I- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY POURED NUTS 0 12" D.C. 2- MOUNTING SECTIONS CAN BE COM13INED C011CRETE IN ANY WAY TO SUIT ANY INSTALLATION. REQUIRED EQ Q E. D. - EDGE DISTANCE E (SEE NOTES SCHEDULE ON SHEET 11) Ell MIN. SE,-*ARATION TO GLkSS EXISTING GLASS — WALL MOLIN I EXISTING 15 1 1/4*0-20x3/4' S.S. PHILLIPS VCQNCRETE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4--20 NUTS 0 12- O.C. OR CONCRETE BLOCK SHEET 10) WALL REQUIRED ,04 WALL MOUNTING INSTALLATION INSTALLATION DETAILS /TZME C70 7,m .7 TILUT TESTING & ENGINEERING COMPANY 6 P.- 3M &w. 36M SLI Ste. 305. "nm t;.S. 'u"M M (305)571-1530 . F.. : (305)871-1531 .—M bilk-0-1— EB-0005719 WALTER A. TILUT J' P.E' FLORIDA U. 111 44, 67 P. E. SEAUSIOWURODATE FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zon A.S.S.A. Americarn; Shutter Systems Assockfflon, Inc. 4268 Westroads Drive West Polm Beach, FIL 33407 Ph: (877)999-2772 'FAX: (561)209-8380 C 2009 EASTEIRN METAL SUPPLY. INC. BERTHA HVT` Accorchon Shutter Systern IEV. N� DESCRIPTION DATE D— byr, F. f DATE: 09/05/08 2 DRAWING No 08-227 4 ANCHORS OF SECTIONS v S FOR TYPICAL SHUTTER C (SEE�SCHEDULE ON SHEE. 11) i 1 ASSEMBLY EDGE OF 2— MOUNTING SECTIONS CAN BE COMBINED SLAB IF FAIN. SEP6%1ON IN To S ANY WAY TO SUIT ANY INSTALLATIOI D. APPLICABLE E. D. - EDGE DISTANCE E EXISTING (SEE NOTES & SCHEDULE ON SHEET 11) GLASS---j oR EXISTING MiN. S ON To CLASS —jMIN. SEIPARAT To GLASS EXISTING 1 61 - CI EDGE OF SLAB IF APPLICABLE POUREO� CONCRETE REQUIRED —E. 0. 9 EDGE OF Lj LE 14 POURED CONCRETE — REQUIRED ZFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) IV WALK —OVER MOUNTING INSTALLATION J140/4- S.S. HEX HEAD TEK SCREMIS 0 9- D.C. OR 1/4-0-20 S.S. M.S. IV/ NUT 0 9- D.C. #10x3/4' HEX WASHER �HEAD TEK SCREWS 0 12- 0:.P. CONCRETEE ANCHORS '. (SEE SCHEDULE ON S�.EET 11) 0 _ED F t S01 —I APPLICABLE 1� TH S 114STALLATION SHALL BE REMOVABLE WHEN PERFORMED D., ADJACENT TO AN OPERABLE EXIT OR ENTRANCE CONCRETE ANCHORS (SEE SCHEDULE 014 SHEET 11) CONCRETE REQUIRED� E D.F—I Ew z' (2) FLOOR MOUNTING INSTALLATION t .-R . . . . . . In. I INSTALLATION DETAILS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon� 02 2009 EASTERN mErAL SUPPLY. INC. TM BERTHA HV Accord -ion Shutter System W, 11LIEC 67....\ a A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Driye West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TILLIT TESTING & ENGINEERING COMPANY —5 N- 3.th. SL. St.. 205. MRGi- —DENS. FLORIDA -�111 'K.- ; (305)871-1530 . Fo. : (305)B71-1531 _61: tilt ... 0-1.— WAI:ME2-0006719 R A. TiLUT J' P.E. FLORIDA Uc. § 4i 1 67 i IV. N. DESCRIPTION DATE D.— br. F.P. P.E. SEAL/SIGNATURE/DATE DATE: og/o5/os 2 DRAWING No 08-227 S SHEET r Ar 1A 5 SEE END WALL CON ECTION DETAILS ON SHEETS 8 & 14 V-. --1 . * SEE NOTES ON LOCKING RODS(D . W LOCKSO FO U T] 90' F EXISTING GLASS AND AL78MTE LOCK(@. ON SHM 4. Q` �R(�) OR 0 Ri EXISTING CLASS SEE END WALL CONNECTION DETAILS ON SHEETS 8 & 4:- 0OR8 OR +10 - - - - - - - - - - - - -- - - - - - - - IF - - - - - - - - - - - - - - - - - - - - - 2-x2-zl/s-xO- 3 1/4- 7. 5 1/2' 7- (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1 /4 . 0 TAPCON OPPOSING SYMMETRICAL ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/sorrowl & 1.1 (4)PIW/2" ' U.S. TO #10.3/4- S M S CWf MIN. EPARATION H (TYP) =1N U7 TO GLASS S AT EACS' ANGLE. D.C. FULL UENGHT W1 LOCK W/ LOCK �2 A U A A K 90* L OR /2' L OR M OR L UM OUT, I 1R@ POURED CONCRETE OR SECTION 12 EXISTING GLASS FCONCRETE BLOCK WALI (k) OE I REQUIRED -EXISTING -SIING I? L — — — — — — — — — — — — — — — — — — — — — — — — — i GLASS OR nj J:\_l T - — - - - - - - \��/ .. Lo SYMMETRICAL OR@OR(Z)OR T +(D 0 _ - S, b -@ -j A CENTERMATES OPTIONAL 1�1 r MIN. 0,1*0: SEPARATION K T L x F(INTIERIOR) OR ORQ TO GLASS & I� I / , FIN-] _ * /--0 W1 LOC:K:�7)* (f) OH- 10 MIN OPTIONAL C SEPARATION (INTERIOR) TO GLASS - — - — - — - ---- L F0-U T ------ ------ .1 -- — - — - — - CONCRETE -2�00 A /ANCHORS 0 (Do m 15" 0 . C. (EXTERIOR) \\Of, -T Lox OR @ -0 FO 7UT F0-y I 6 1/2- SECTION 12 AT CORNER CENTERMATE ALTERNATE SECTION 12 SECTION 12 AT SLACK DETAIL (IF APPLICABLE) FLORIDA BUILDI G CODE(NonHigh Velocity Hurr;cane Zor 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TV. A.S.S.A. Accordion Shutter Systerr TILLIT TESTING & ENGINEERING COMPANY .55 N.W. 315th. St, Ste. 3DS. MRGNIA CARGENS. FLORIDA 3316 REV. No DESCRIRTION DATE Drawn American Shutter Systems Association, Inc. 1 OW D�'$. DATE: 2 —3 al`�AWING No Phone (305)871-15M Fox : (305)871-1531 4268 Westroods Drive E -0006719 WALTER!k TILUT Jr. P.E. FLOP, -OA Li. i ", 67 West Palm Beach, FIL 33407 Ph. (B77)999 -2772 FAX: (561)209-8380 4 SHEM 7 — .1 P.E. SEAL/SIG-NAfURE/DATE /-OB-ORU'C OR (DO R*(E) OR(3+(DOR 0J END CONNECTION DETAI C1, POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXIS1IUG GLASS Z 1" MIN. j/ /I SEPARATION TO GLASS 7 D.C. =-H �9: �1/2 M'N -r-- 2 . eMINI END CONNECTIGN DETAIL (�) o—R-8, —(D a R(j POUF!ED DNCRE'TEWA'R' v , C V GONG ETE 7 REOUIRED ONCRETE A� no-". EXISTING GLASS 0 6 'C -Z 2" MIN./— EQ. ED/ SEPARATiON 1/16%3� MAX. (6063-T6) r/ TO GLASS CONT. ALUM. CLOSER PLATF- (LOCATE AT EITHER (LOCATE AT SIDE OF (E)) 1/2"r- E .�H (:E)SIDE MIN 1/2' MIN. #100/2" S.M.S:A 1 0 #iOxl/2"S.M.S. 6" O.0 @ 15" ac SEE DETAIL X FOR - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED —EXISTING GLASS T- I- M;N. SEPARATION TO GLASS SEE DETAIL X FOP SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE P OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GU S E - XISTING GLASS , Z2MIN T I I MIN. SEPARATION I . MIN. TO CLASS SEPARATION — I ) GLASS SIDE CONNECTION To TRACKS LSOROC OR(E)OR(E) L(D"OR(DOR(r)OR(r) OR(3+(J)QRQ) OR8+(DORQ N fI N D L A I L -,, jfEl-ff CON 4 END CONNECTION DETAIL (1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS #10xl/2- S.M.S./ \ I" MIN. 0 12". O.0 EPARATION 1 /2" TO GLASS CONCRETE MIN. ANCHOR 0 1 , H�t 12' /EQ Lgt��l (2)#14.1 X T KV PIN. 2" LSORCOP(DOR(r) END CONNECTION DETAIL 60 OR(ED+01-OR-0j TILUT ESTING & ENGINEERING COMPANY W. 36th. St. Ste. 305. MRG94% MDEhZ. FLCF40A 32 Phone ; (M5)871-1530 . Fox : (305)871-1531 -61: t1h.. EB-0006719 WALTER A. TILUT J, P.E. P.E. SEAUSIGNATURE/DATE FLOWDA U.. f 4.167 *USE I" OR 2" MAX. (AS APPUCABLE)x2"xI/8"xO'-2" ALUMINUM CUP ANGLE — (6063-T6 ALLOY) AT MIDHEIGHT W/(I)#10.1/2" -S�C�NS � 1QJ TO a& (2)1/4'S'�tA ANCHORS TO WALL AT 1 0 . C �A (LOCATE AT El THEIR SIDE OF(@) SEE DETAIL X FOR-j SIDE CONNECTION 4OR(DOR(BOR-V TO TRACKS OR(B)+(I)ORQ) IND CONNECTION DETAIL # REQUIRED ONLY FOR SPANS GREATER THAN 12'-D- (2)# LSOROC OR(E)ORC- OR(B,+(I)ORQ DEN -Al f 5z� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S.S.Am American Shutter Systems Association, Inc. 4268 Westroods Driive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 0 2009 EASTERN METAL SUPPLY. INC. BERTHA-HV TM Accordion Shutter System !ELL, DESCRIPTION DATE On.. ./-/.1 DATE: DRAWING No 08-227 o;HpF7T MAXIMUM SHUTTER SPAN "L+" OR "L-2' (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES 'ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (P..f.) OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEIUNG MOUNTING L + (111) L- (ft) L 4 (ft) L - (11) 30 OR LESS 1 V-0' 161-0" T6,-O" 16,-0" 35 14'- 1 D" 14'-10' 15'-2� 16'-0' 40 13'-10" 13*-10" 14'-2- 15'-2- 45 1.3'-1" 13'-l' 1 13'-4!' 14'-3' 50 12'-5" 12'-5* 12'-B" 13'-7" 55 11'-10" 1 'Dr ": IF 12'-l" 12'-11' 60 Il'-4' 11 -44 1 7" 12'-4' 65 to-io- 10-10" 1 70 lo,-6" 10'-6" 10'-9" IV-5, 75 1o'-1' lo'-I' 10'-4" 1 V-1" so 9-10' 9-10- 1 0'-o" 10'-9" 85 91-r. 9,-6" q.-9. 710'-5' 10'-5' 90 9.-3. 9,-;5, 9--5- 1o'-1' 95 9,-0" 8'-V 9--2' 91-10" 100 8'-9- 8'-4- "-,). 9'-7- 105 8'-7- 7*-11" a.-q. 110 8'-4" 7'-7" B'-7" 9'-2- F 115 8'-2" 7'-3' 8'-4' 8'-11" ii—W� Ive—NAIM --mas K---,- is agasaw 125 7'-10" -8'-o" 1'-5- 130 7--8- 7'- 1 D* 8'-1' 135 V-7- -7-V- 7--g- 140 7'-5- -7-7- 7'-C� 145 7'-3- V-9. 7'-5- 1 7'-3- 150 7'-2- 1'-7" 7'-4" 7--D" 155 7'-0' 7--l' 61-9. 160 V-11" 7'-1- 1--7' 165 6'- 10' 7'-0' BI-,. 1-70 4'- 11 6, _ 11 6--2" 175 6'-7- 4'-9" 6'-9' .-C). ISO 6'-6- 4 E 5'-1 D" 135 4'-6' . V-7" 5'-8- 190 6'-4- 1'-5- 6-6 5'-6- 195 6'-3" 4. - - . 1 200 2- 6'.-4- 5*-3" —2 Ov5 4'-1" MAXIMUM SHUTTER SPAN %+" OR -L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) UAMUM DESCH LOAD (+ OR -) L(�35 CONC�RETE & WOOD INSTALLATIONS A -wALL MOUNTING & FLOOR/CE]UNG MOUNTING L + (ft) T L-- (ft) 30 16-0, 1 16,-0" 14'-10" 14'-10' 40 13*-10' 13-10- 45 13'-1' 13'-1' 50 1 V-5' 12'-5" 55 IV-10" III-10" 60 11'-4" 1 l'-4" 65 10'-lD* 10'-10' 70 10'-6" 10'-6' 75 10'-1' 0'-l" so If 85 90 9,-3" 9'-3" 95 9�-O" BI-9. 100 B.-'. 8'-4- 105 1'-7- 7�Tl' 110 8'�4" 7*-7' 115 8'�Z" 7'-3- 120 8'-b" 6'-11 125 7" -10- 61-5. 130 7'-.'8' 6'-5- 135 -r-7" 6'-2" 140 7'�5' W-11" 145 7'�I- 5--9- 150 7'�2- 5'-7" 155 7--o. 5--5- 160 C-11" 5'-2' 165 V-10" 170 6'-9' 175 6'-7' 180 61-6. 185_ 6'-5" 4'-6- 190 6'-4- 3 4-3 1 :±4;:-I; 1 205 3- 1 6'-I� INSTALLATION LEGEND WI C -E. IMUS&R12 WOOD WALL MOUNTING 1, 2, 3 & 4 1W. 2W. 3W, 4W, 5W & 6W "NqllG 6, 7 &0 BIN, 9W & low IAMAXIMUM SHU-IrER SPAN 'L+" OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. tCORNER CENTERMATE #3 MAY BE USED AT ALL MOU14TING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY C014DMON #2 NOTE #4, SHEET 4 OF 14 11LIECOINC. TILLIT TESTING & ENGINEERING COMPANY 53W K.W. 36th. St., St.. 305. MRGINIA WOENS. FLORMA 33 Ph— : (305)871-1530 . F.. : (305)871-1531 -.R: tilt ... C..L-. ES-00067 9 WALTER A - TILUT Jr, P.F- P.E. SEAUSIGNATURE/DATE FLORIDA Ue. j 44167 * NOTES, (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L- MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CElUNG: GIVEN A POSMVE DESIGN LOAD, DETERMINE MAXIMUM SPA14 "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTNGS W/ FLOOR/CEJUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEJUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Ll— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'b+", "L2+", 'b-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM. ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A,S.s.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8330 CODE (Non High Velocity Hurricane Zo @ 2oog E*-rERN METAL sUPPLY� INC. BERTHA HVm AccorcHon Shutter Systen N, D�Sc�N "A E F 2 DRAWING No A 08-227 . ............ IBM Elm 11111IMM"M""n ME390""MM Ex go= EMM EMMEM3111=111IMMEMM El MMEMESU� UXMMM�i 1MMM�Il1I!I11w MM P.E. SE�l / --7 777U7E7CO in., \ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. St.. 305, %4RCM GARDEIZ. FLORDA 33 Ph... : (305)B71-i530 . F.. : (3051871-1531 if: Lilt-0-1- EB-0006719 WALTER A. TILUT Ji, P FUOMDA W. U� 1 4416 A.S.S.A. American Shutter Systems Association, Inc. 4268 ftstrct.d. Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 11 CODE (Non Hiqh Velocity -Hurricane Zon, @2009 EASTERN METAL SUPPLY, INC. BERTHA HV` Accordion Shutter System = -111 DRAWING No 08-227 MAXIMUM ANCHOR* SPACING (in.) SCHEDUEE FOR A GFVEN MAX. SHUTTER SPAN, DMGN NEGATIVE LOAD AND A CORREPONDING MOUNTING TYPE FOR CONCRETE OR CONCRErE BLOCK INSTAI.I.ATIONS (SEE MOUNTINGS 5. 6. 7 & B ON SHEET 6) 5RN�ffzff M-M Elm" K0 ED 1113111IMMM =1011mm" mmmmm 1111111IMMMM mm"M mm [RON EMU M M 11=1111 MIMI! MOMMEM Mm EUM011111121111112111 TAPCON 09 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGRATIUK/DATE * SPECIFICKFIONS ON ANCHOR REQUIREIVIENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL 13E AS FOLLOWS: (A) TO EXISTING POURED CONCRETE.- (Min. re - 3 wi) 1/4 0 1-- OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX, (Mi.. V. 3 k.i) 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY, (Min. f'. 3 wi) 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTE14ERS DIRECT. INC. (Min. f'c - 2 ksi) 1/4-0 TAFPER+ 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. fc = 3 ksi) NOTES: A.1) MINIMUM EM13EDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS 15 1 3/4-, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MJNIMUM 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 MST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST SIDNE, 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 SAJD 'HALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A,2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.' (8) TO EXISTING CONCRETE BLOCK: (ASTW, C-90) - 1/1-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4-0 x 3/4" ALL POINTS SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/470 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 AUTHORQED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDM34T INTO STUCCO SHALL BE PERMITTED. 114- 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 A14Y 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) & 6.2) ABOVE. FOR INSTALLATIONS ON 14NYL 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 SC14EDULE FOR ANCHORS: MAXIMUM ANCHOR SPAC114GS ARE VALID 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 DICTANCE TAPCON - TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING 7- E.D. MIN. SPACING = 3" MIN. SPACING = 3' -- MIN. SPACING = 3 1/2' MIN. SPACING = 3" 3 3/4- POURED CONCRETE & CONCRETE BLOCK EA-3, pOLM CONCRETE1 MR. Ell - 3 1/2' CONCRETE hiL ED.. BLDCX 2 llr POURED CONCRETE CONCRETE BLOCK WK E.D. -3 llr POURED CONCRETE & CONCRETE BLOCK 1411,L ED-Z' POURED CONCRETE IM E.D. - 3 1/2" 3* 1.0 0.90 1 1.0 0.78 l.o 0.64 2 1/2* - 0.81 1.0 - 0.67 2' 0.71 - 0.51 1 3/4. IQW-91 - 0.43 1 1/2- 1 0.35 1 0.35 TILLIT TESTING & ENGINEERING COMPANY 6355 NX 36th. SL, Stl. 305. MIRCM GARDENS, FLORrDA 33 (305)871-1530 . I- : (305)871-1531 EB-0006719 WALTER A. TILLIT J, P.E. FLORDA Lic. 4 44167 FLORIDA BUILDING CODE (Man High Velocity Hurricc I C 2009 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-3:530 BERTHA HVT` Accorchon Shutter Syste m- REV. N� DESCRIPTION DATE I D.- by-, F.P./LG� I I — —I.. DATE: 09/05/08 DRAWING No 08-227 MAXIMOM ANCHOR+ SPACING (in.) SCHEDULE FOR A MEN MAX. SHuTrER SPAN. NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOLINTINGS ON SHEETS 13 & 14) �=-3 L--J FE3 '�!� -T- F:;�'- SOUTHERN PINE No. 2 �Vl 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. C DX PLYWOOD MAXIMUM SPAN (ft) - WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & low WALL MOUNTINGS M 2W, 3W & 6VV CEILING MOUNT 8W FLOOR MOUNTINGS Sw & low WALL MOUNTINGS M 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (PsO NEGATIVE DESIGN (psf) NEGATIVE DESIGN LOAD (pso 14ECATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psO 30 40 60 75190 105 30 40 60 75 90 105 30 40 60 75 90 105 3o 4o SO 75 90 105 30 40 60 75 90 105 30,40 160 75 90 105 30 40 60 75 90 105, 3'-0" OR LESS 12 10 10 8 6 6 1 6 16 6 5 112110 10 9 8 8 6 6 6 16 5 14 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 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 3.513 12 110 10 9 18 8 6 6 14,513.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 a 8 6 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 T5 3 75 1� 10 10 9 IS 7 6 5.5 3.51 3 2 2 6 5 4 4 4 3 10 10 9 8 6.5 6 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 55 3.5 3 2.5 2 �-O 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' _L2 12 10 10 9 6.5 4 6 5.5 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 1 - 6 5 4 4 - - S'-0" 1-'2 10-- 10 7.54.5 3 6 5 5 3 2.51 2 2 12 10 110 5.5 3 - 5.5 4 2.5 2 2 - 12 1 10 14 1- - 4.5 3 2 - - 6 5 4 1 - - - 91-01. 12 10 10 5 3.5 - 6 4.5 3 2 2 12 10 18.5 4 5 3.5 2.5 2 12 10 4 2.5 4 3 2 6 5 3.5 - - - i o'-O" 12 10 7.5 4 1 - - 5 4 2.5.2 - 12 10 5-5 3 1- 14.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - 5 5 - - - - 1 V-0" L2_ 10 5.5 - - - 5 3.5 - - 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 - 1- 13.52.5 K-- - - - - 22 10 - 3 2 6 5 - - - - 13'-0" 12 10 - - - 4 3 E2 _JH _ - -12 10 U - 13.52.51 - - - - 11) 7 14'-0" 12 10 - - - 4 3 2 7 3 15'-0" 12 ]l - - - - - 12 - 3 16'-C" 2 - - - - _ �5 7 + NO*S 0 AN�;ORS RE�IREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. - 1/,�-O TAPCDN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS M44UFACTURED 13Y 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) -DOUGLA.S FIR W1 G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) _SPRUCE FINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN. 1/2- COX PLYWOOD (1996 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTUR-0;t /1-ILIECOm.. TILLIT TESTING & ENGINEERING COMPANY 6355 KW. 361A. SL. S... 305. \ARGIWA GARDENS. FLORIDA 33 Ph- : (305)871-153.m . Fox : (305)871-1531 EB-0006719 WALTER A. 'ILLIT J, P'E' P.E. SEAL/SIGNATURE/DATE FLORIDA U.. j "f67 BUILD A.S.-SA, American Shuiter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane @ 2009 EASTERN METAL SUPPLY, INC. BERTHA 14V Accordio'n Shutter SMStem 1 1 1 = -11 1-1-1-IL)Alt: U9/Ut'/Ut5 I 2 1-�ADFO�WTEMCMM �0/2.7/11.1 DRAWING No 3 OR-997 ,LL FINISH 1 /4*0 TAPCON OR -TAPCON WITH ADVANCED THRFkDFORM TECHNOLOGY W/ 1 1/2' Min, PE14ETRATION OF THREADED AREA TO EXISRNG WOOD HEADER (SEE SCHEDULE ON SH--7 16) OR HEADER RE EXISTIN GLM� I �_I- MIN. SEPAR TO GLASS (OW WALL CONNECTION AT TOP EXISTING V GLASS-1 I" MIN. SFPARATION 2".4' CONT. � TO GL�SS WOOD FLATEJ. REQ'D - Wt. x f INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r-1/4"O TAPCON OR TAIPCON WITH ADVANCED 77- THREADFORM TECHNOLOGY W/ 1 1/2" Mir.. PENETRATION OF' THRIEADED AREA TO EXISTING %'ODD HEADER. (SEE SCHEDULE ON SHEET 16) 1 /4"0-2ox3/4' S.S. MACHINE I MIN' SEPARATION SCREWS INI 1/4--20 NUTS TO GLASS 12" D.C. EXISTING GLASS--4 *1 i j 1 1� M L-7 F MI N:H M� 2"x4" WOOD* HEADER REQUIRED EXISTING I" MIN. SEPARATION TO GLASS GLASS-0 (�� WALL CONNECTION AT TOP EXISTING I" MIN. SEPAR CLASS TO CLASS 7-17-1 1 r--T--- 2".4" CON-/ WOOD PLATE i REO'D. L.1/4-0 TAPCON OR TAPCON WITH, ADVANCED THREADFORM TECHNOLOGY W/ 1/2" -in. PENETRATION OF T-R.E. AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) Li/2- MIN. COX PLYWOOD REQ-D. T UD S 9 16" D.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. NVALL- CONNECTION AT BOTrOM VM- I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2_MOUUnNG SECTIONS CAN BE COMBINED IN ANY WAY To SUIT ANY INSTALLATION. F OR 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I W1 TIH 1/2" MLi. PENETRATION OF READIED AREA 0 MIOWDTH OF WOOD PLATE. 2'.4' CONT. SILL (SEEISCHEDULE ON SHM 16) PLATE REO'D. WALL CONNECTION AT BOTTOM FTV I SEPARATION MIT-0- GLASS I EXISTING LOA GLASS--4 WALL�-/ F'N.S ; J �1/4-0-20X.3/4- S.S, MACHINE SCREWS W/ 1/4--20 NUTS 0 12"'O.C. /4'0 TAPCON OR \-�APCON WITH ADVANCED 1/2" MIN. COX THREADFORM TECHNOLOGY PLYWOOD REQ'D. W/ 1/2' Mi, PENETRATION OF WAI I FINISH THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 16) WALL CONNECTION AT BOTTOM SCALE: 318"=1" ma -x ............ . I C TILLIT TESTING & ENGINEERING COMPANY 6355 N�MeWth St.. S�. 3135. MRGWA GWDENS, FLORM 33 (305)871-1530 . Fx : (305)871-1531 EB-000&719 'WALTER A TILUT J, P.E. P.E. SFAL/SIGNATAE/DATE FLO-6zu, j "167 nn-'1-I/4:'0-2Dx3/4" S.S. MACHINE .20 SCREWS USING 1/4 - NUTS -T. \-jA�C.. TH ADVAN E TAPCON OR CED 0 12" D.C. A THREADFORM TECHNOLOGY W/ 1 1/2* MI., PENETRATION OF THREADED AREA M 1-YJIDTH OF WOOD PLATE. s- - SCHEDULE ON SHEET 16) WALL CONNECTION AT BOTTOM FLORIDA BUILDING CODE (Ron High Velocity Hurrican!..� 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTm A.S.S.A. Accordion Shutter System American Shuffer Sysfems REV. N� DESCRIPTION DATE - D- br. F.P./a Association, Inc. I — — -.w 0-19. Ivom DATE: 09/05/08 4268 Westroods Drive 2 TAPCON 'WITH ADVMCED io/z0c DRAWNG No THREADFORM TECHNOLOGY West Palm Beach, FL 33407 -3 08-227 Ph: (87-,)999-2772 FAX: k561)209-8380 I j 140/4" S.M.S. I I f rEQ 41— a 6' D.C. OPEN HOLE AT EACH STUD TO ACCEPT 5", 5"o LAG SCREW AT CENTER OF TUBE. I" MIN. rSEPARATION— TO GLASS 00STING MIN. 4"xB" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL (IF APPLICABLE) ADEQUACY OF EXISTING WOOD - ,r-EDGE BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER EXISTING WOOD INSTALLATION. TRUSSES OR RAFTER 9 24" D.C. REQUIRED 1/4'o TAPCON OR TAPCON WITH ADVANCED-"J/// EXISrING SOFFM THREADFORM TECHNOLOGY 3/4 . Max. THK. W/. 1 1/2, Min. PENETRAMON OF THREADED AREA To —1*.4*.1/8' CONT. ALUM. TUBE EXISTING WOOD BEAM (6063-TIS ALLOY) W/ (3)5/16-0 (SEE SCHEDULE ON SHEET 16) LAG SCREWS TO EACH RAFTER OR I K)OR TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD MEMBER. (2* Min. NOMINAL -1 WIDTH) W/ 2' Min. PENETRATION -1 OF THREADED AREA. VAUD FOR INSTALLATIONS 9 WITH 72psf MAX. DESIGN LOAD AND 9'-0' MAX. EXISTING CLASS-----1 SPAN. THIS INSTALLATION Is ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS I DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. I M IN. 8) HOLLOW CEILING �QUNTING INSTALLATION I- MIN. TO GLASS I i EXISTING; Q-1 G SOFFIT MOUNTING INSTALLATION _r__ . 1. - i 1' MIN. ;-0A F--SEPARA'nON— EXISTING I TO GLASS GLAS Ili g SN' I Al - A AN -11 L. L, LO - . _' MIN. WOOD 6 DECK REQUIRED (NO FINISH 2"x6'-MIN. WOOD DECK ALLOWED) REQUIRED (NO FINISH ALLOWED) EDGE OF DECK EDGE OF DECK IF APPLICABLE IF APPLICABLE 010.3/4- HEX WASHER HEAD TEK SCREWS 9 12* D.C. 1/4"0 TAPCON OR TAPCON WITH j 1 2' Mfft� % 1/4-0 TAPCON OR TAPCON WITH Ll L--2" MIN� ADVANCED -,HRrkDFORM TECHNOLOGY ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Nr PENETRATION OF NOTES W/ 1/2" Mli�. PENETRATION OF THREADED ARE-, INTO WOOD,DECK. 1 -SEE SHEET 3 FOR TYPICAL SHUTTER SEMELY THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEE`1- 6) 2-MOUNTING SECTIONS CAN BE COMBINEADS (SEE SCHEDULE ON SHEET 16) FLOOR CONNE ON IN ANY WAY TO SUIT ANY INSTALLATION. -0 FLOOR CONNECTION SCALE: 3/8" = I 2 " x4" MiN. WOOD STUDS_. (AS APPUCABLE) '1/4'o TAPCON OR TAPCON WITH ADVANCED THREADIFORM WA L� F NLI..\ TECHNOLOGY ITW BUILDEX ANCHORS 0 6' D.C. W/ 1 1/2 MIN. THREADED PENETRATION INTO STUDS OR I W/ MIN. 1/2- THREADED EXISTING G7--\ /E EO PENFMTION TO 1/2- COX P ILYWOOD IF NO STUDS EXIST. I' MIN. SEPARATION TO GLASS 1/2" MIN. COX PLYWOOD. ��1/20' MIN. T 100/2" S.M.S. a C 16" O.0 (E)OR (E)OR (C)OR &� OR Q)OR(D+O_) END CONNECTION DETAILI,�DW & 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'.4" MIN WOOD 'ECHNOLOGY ITW BUILDEX STUDS REG� rANCHORS W1 1 1/2- MIN. EXISTING GLASS--\ THREADED PENETRAMON 1-11150 STUDS 0 12- O.C. I" MIN. S tPARATION TO G I LASS ]/I- MIN. . FF__ 1 /91 D CABLE \11-WALL ECK IF APPU (DOR(DOR (DOR (B�_] FINISH OR Q)ORT-(B END -CONNECTION DETAIL FLORIDA BUILDING CODE (Man High Velocity Hurricane Zor 2009 EASTERN METAL SUPPLY, INC. IMICIDWIJA U1111IFTIM 11L7E- A.S.S.A. 11 Accordion Shutter Systern all TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. 8, DESCRIPTION DATE I Drown br. F.P. I 41 355 R.W. 36th. St. S�. 305. vRGNZA GWDENS, FLORIDA 331SE Association, Inc. -z —m /-/a- DATE: 09/05/OE '0"S (305)871-1530 . Fox : (305)871-1531 Ph— mcl: bitecoCao.corn 4268 'Westroods Drive 2 TAPOON 'H AD AN THREADFOVRTM TEC? 10/27/io DRAWING No ' ES-OOD57191 West Palm Beach, FIL 33407 3 08-227 p S6LI SIGNATJ E WALTER A. TILUT jr. P.E. FLORIDA U. "167 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET 1 5 1 14 OF 14 CLADDING (P-.S-F.) FOR ASCE 7-05 - PEAK ROOF 14EICHT LE S I A R-e L -TO 0 'FEET BUILDINGS -PEAK ROOF lli�- vs DESIGN -LOAD FOR COMPONEN71 S K N 0 6 BASIC WIND SPEED- = 140 Fnph CATEGORY JI BUILDINGS (/=1.00) RESIDENTAL, APARTMENT BUILDINGS-& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT L** L- LESS THAN 7�-19" L** GREATER OR EQUAL THAN 7'�9" AND LESS THAN 12'-3" L- GREATER OR EQUAL THAN 12'-3" I (h) v Posfrlvr POS f- r NEGATME PosinvE NEG4 rIVE POSITIVE NEGA TIVE 0' - is' 42 7 42.7 5Z2 40.5 52.4 Jz8- 46.8 • 15'-20' 45.4 V49.4 60.8 43.0 55.7 40.1 49.7 • 20'-25' 47.6 63.7 45w 1 58.4 42.1 52.1 25'-30' 66.2 46.9 60.7 43,7 54.1 > 5 52.5 70.J 49.8 64.4 46.4 57.5 > 40*-50' 55.0 550 73.7 52.2 6Z5 48.7 I 60.3 > 50'-60* 5 . 572 76.6 54.2 70.2 50.6 62 A BUILDING'S PEAK ROOF HEIG14T vs DESIGN LOAD FOR COMPONENTS & CLADDING (P-.S.F.) FOR ASCE 7-05 - PEAK ROOF 14EIGHT GREATER THAN 60-�T J* BASIC WIND SPEED = 140 mph CATEGORY # BUILDINGS (1=1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT- (h) L** LESS THAN 12-3" Low GREWER OR EOLML THAN 12'-J" POSIIIVE NEG477VE POSITIVE NEGATIVE * 60' - 70' 54.1 99.1 49.2 85.3 * 70' - 80' 55.6 102.0 5016 BZ7 > 80' - 90' 5,70 104.5 51.8 89.9 > 90' - 100' 58.3 -706.9 5J.0 91.9 1> To-q'-- 20� (e-6a 6;r 55.1 95.5 > 120' - 740' 62.6 114.7 56.9 98.7 > 140! - 160' 64.4 118.0 58.5 101.5 ;�r 160' - 180' 66.0 121.0 60.0 104.0 > 1801- 200, -6Z5 123.7 61.3 .106.3 > 200' - -250' 70.7 129.6 64.J 111.5 > -250' - JOO' -73.5 1J477 66.8 115.8 > 300-, - 350' 75.9 139.1 69.0 119.6 > J50' - 400' 78.1 143.1 _71.0- 12J. 1 1 > 400- - 450-1 80.0- -146.7 72.7 126.1- 1 > 450- - 500-1 81.8 150.0. 1 74.4 129.0 1.) THIS CER77RED SIGNED AND SEALED wIND LOAD SCHEDULE, PREPARED BY THIS ENGWEER, BASED ON -ASCE-7-05, -SECTION 6 SIANDARD. 'FOR A- BASIC' WIND SPEED OF 140 -MPH. AND APPLICABLE IMPORTY4CE FACTORS -&- EXPOSURES. IS COMPLE7-ELY GENERIC- AND DOES NOT PROVIDE INFDRMA77ON FOR A -SITE SRECIRC PROJECT 2.) THIS WND LOAD SCHEDULE MUST BE SIGNED, SEALED AND DATED BY THIS EIVGINEER IF- USED TO OBTAIN A ONE 77ME BUILDING- PERMIT 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPO&SIBLE FOR THE SELEC770M OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE. 4.) THIS WIND LOAD SCHEDULE SWU BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOADS SELECTED BY -W CONTRACTOR OR -PERMIT HOLDER FROM THIS WIND L04D SCHEDULE SHALL BE- IN01CA.ZED,ON,A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (a.g�- SPREADSHEE-7; OPENING SCHEDULEACH4RT, ETC.). " t%%jj11I T/14 2,4le \N�j I lisi No. 44167 AC I [ 0 '7 -. Oa T f. . . ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP-LI NCE REVIEWED BY. A DATE PLANS AND PERMI MUST BE KEPT ON JOB OR NO I NSPECTION WILL BE MADE INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR 20NE CONDInONS AND F6R ALL ROOF SLOPES. L = SMRM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR HAHAAA SHUTTER -HEIGHT. PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A F.B.C. APPROVAL TN's is Not A Mastef Ofawing, ; I Val' 1 00 Fof one Time Pa(mit im ?t Of \10 2007 FLORIDA BUILDING CODE -(NON- HIGH VELOC17Y HURRICANE -ZONES) ASCE 7-05 / WIND LOAD -SCHEDULES., AS SHOWN STORM PANELS, ACCORDION & BAH414 -SHUTTERS SCALE 3/8/08- WhVa LOAD SCHEDULE DATE V1 �LTE�77�7mc�- BASIC WIND SPEED = 140 mph TH.Lff TES77NO & ENGIA"RINO COMPANY EXPOSURE C, Kd = 0.85 08- - 059 1JAjjtd. AA.YMNA GARVEW ft. MIN 71-ISJO For. (JOS)871-IMI CAW DRAWING NO EB-0006719 REV. At ArSCRIPMN AM -mv. No I m93ffAmt* WALTER A. TILLIT Jr. RE &0 02-WO 31EV49 J -1 - SHEET I OF t FLORIDA Lk. A 44167 1 1 - I - 1 4 1 -