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Home My WebLink AboutSUBMITTED PAPERS�c 'AL M PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION W, WEIR V. 2300 Virginia Avenue SCANNED Fort Pierce, FIL 34982 BY 772-462-1553 St. LUcie COunty APPLICATION FOR STORM SHUTTER PERMIT DATE: 7-7- 11 PERMIT NUMBER: I . LOCATIONISITE ADDRESS: 99Q'r� S. CCua-, rd-)e. A qO(p 4,;f - 2. PARCELIDNIUMBER: SECT TWP RNG MAP ZNG T LU. INIT'l 11 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: lyth 41 aAAJL- CL'j'.'_- FL Reg/Cert #: eCT-C, 011 B-+ Add ress: 1%0 S. ou�u' 1&r. 2k 9 0% County Cert #: ?,(t&(* I City<�(_20Z-kJL% State: �:17. Business Name: Q\'A'V'r&eLj1 &Lm. Zip: 3*'0�'S Phone: M0 Phone number: '40a- 2-81-tv40 Type of Surface attachment: Wood Frame 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 Analysis t' 120 mph 130 mphl 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion 3 59 9 -6 —1 Roll Up .Colonials 10ther ALL rKuout— i aaHALA, ItMA LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. "SEEFINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 9C>-3/.-5'0 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoninl-. el'kKn�� ef�-" 6r -,(, PRINT NAME OF OWNER OR C'ONTRACTOR/QUALIFIER SIGII-A70—RE-Off :)R C RACTOR/QlrgL-IFIER STATE OF FLORIDA, COUNTY OF -'S+ ACKNOWLEDGED BEFORE ME THIS DAY 01"]Sni�j .20 _0 B —WHO IS PERSONALLY KNOWN TO ME OR WHO AS PRODUCED AS IDENTIFICATION. A- SIGN;kTURE OF NOTARY TYPE OR PRINT NAME OF NOTARY KENNEM R. I(ING TITLE: NOTARY PUBLIC COMMISSION NUMBER *COMMISSION# DD 803187 EXPIRES: November 3,2012 SLCPDSD Revised 96/1712010 BondedThru Notaty Public Undenwiters "_1 Property Appraiser - St.Lucie County, Page 1 of 1 Marianna A Tanzin! (LF EST) Record: I of 1 Property Identification PROPERTY RECORD CARD <<Prev Next >> Spec.Assmnt Taxes Site Address: 9960 S OCEAN DR 901 ParcelID: 4502-702-0036-000-9 SecrTown/Range: 02:37S:41E Account*: 122211 Map ID: 45/02S Land Use: Condo Zoning: City/Cnty: Ownership and Mailing Legal Description Owner: Marianna A Tanzini (LF EST) Marianna A Tanzini THE MIRAMAR 11 UNIT 901 (OR 1098-2514) (TR) Address: 9960 S Ocean Dr. #901 Port St Lucie FL 34957 Sales Information Date Price Code 4/23/2004 01 9/10/1997 185000 00 9/1/1984 161000 00 Assessment 2010 Final Deed Book/Page 2010 Final: 266100 WD 1950/0561 Assessed: 266100 WD 1098/2514 Ag.Credit: 0 Cv 0444/0822 Exempt: 50500 Taxable: 215600 Taxes: 4685.5 BUILDING INFORMATION co 4 12 I Exemptions Permits Home Print 601 00 Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 266100 Finished Area: 1602 SqFt Exterior Features 3900 View: Ocean RoofCover: - RoofStruct: View ExtType: X092 - ThMiramarll YearBIt: 1984 Frame: Grade: X92B - MiramarlIB EffYrBIt: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010- 1 Story No.Units: I SecWall: Interior Features BedRoorns: 2 Electric: - PrmlntWall: FullBath: 2 HeatType: - AvgHt/Fl: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S city. Units Qual. Cond, YrBlt. 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=450270200360009 5/27/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3618860 OR BOI;' PAGE 242, Recorded 08/15/2011 L:47 PM A till, I ;I filial V;0 will, !77 ?IQ -ii'mi 0-7 000`32- I ,id.1 ill Ib. N,,Il�- I,c I. ..... 1;""' -11- 713. ... ..... SI-1.1 , 4fs-0,z- 702 - co.3 cc - coo, dd—,s. —T O�V 'y ay q 1�7 �Nj. N116,11,11 %NIj Ii'IMI) e"llell'-S NAAI A "I'll KqN 4 NO I I -I 10N],. NijkjIjp.j,: 7 , smim 713 1.1 (1) -1,11dil Ilimstirm ille lollolviilg ffi—civ.a wl'y III Ih. 71.1. 111. simuw, NAAlk� A nilif VSS AND Ill if ONE NI,AI jjr.It: ........ ....... lilt' sl Gifull:-- NO it Cpimuu., Ialen I V.0, fin d1W 111*1�111111i,.I, ..... ..... SIMI, i,rF1.0da I'm I) If 'I III, IiI. ce.i.qt "'C li,j, MAJ.- NO' I.Ia ...... 11 11 1W,I ally 1; ......... ... , I mycommmilmll DD SMI EIPIII If I- i 'ead if.. fi—g .... 8 1 Ohm it.. 6.1� ;I. it w. ........ . I. INIallas." STATE OF FLORIDA ST. LIXIE COUNTY 10 1 C T () r, r a-r i �V T 14 AT Tk1 I A I S A I p TRL ORI By.: Bat ",I SE Gran Park Way * Stuart, FL 34997 Bid Proposal _.,,ine: 772.287.6476 Fax: 772.287.9740 A UINUM 4 S)ATUTU CAM Bid Date: 5/15/2011 www.gulfshutters.com , *UM"Mulum"u, License #: CRCb58017 .. .... . ....... . . .... . . . . .. .............................. __ .... . ..... ..... . ..... .......... . . ... .. . ... .. . ....................... ... ..... ......... . ................. . ........... I .............. . ....... .......... . . . .................. ............... - ... .. . ....... .. ..... .. . ..... ... . ..... .... . Prepared For: Bid Infor .. m . a .. t . i . o .. n ........ .......... .......... ........ . . .... ........ ... ........... . ....... Na—me-k[A—RIAt .... . ........ . ...... . . . ..... BUILDER Subdivision MIRAMAR 11 —.------.—.----------Jo-b—NameTANZINI RES. Job Address 9960 S. OCEAN DR. #901 Installed .... . .... . ... .. ..... City -State -Zip JENSEN BCH, FL 34957 Phones Home (772) 229-1419 I [_.Sales Person KENNY KING _——__.___.._._____.__._ . . .... North (313) 561-6646 SON .... . ............ . . . ......... . .. .......... .. . .. . ...... . .... . ........... . .. ................... ........ ........... __.— ........ . ....... . ... . ... . ....... __dd ..... . ........ — — — _—, E — Oj3ening FinhQh I OPG��Style Width Height 886 90 Width I __�-_5�98��olor: Bid Item Description White; Trk: White; Locks: In Qty Description CustoMLFeatures________ __ — - ---- 1 Curved Track (T+B) 1 ISCOUNT 1 Permit Bid Notes ^� A Total Bid Amount �$8,0�315O� JJ-%r-%.,UVq0, -kuu UM/AlINI MULt,-j I U IJO I TOM TRACK Deposit 50% :1:7] Balance On Completion 1— $5—,35-4-3-3-1 ON"EAR 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 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 %% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal - the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers — You are responsible for your own measurements, (width x height) Signature: Signature: Date of Acceptance: Agent: Thank Youfor the opportunity to be of Service! FILE COPI 3001 S.E. GRAN PARK WAY - STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com :"o . 3001 S,E. Gran Park Way, Stuart, Florida 3407 Page of MFRS A 4 fe (772)287-6476 - (800)244.-�4143 fig M 01 FAX (772) 287 - 9740.�. Key —VA-L UNINUJIN& S!HUT!TER C!OR!P E-Mail: job rie n(§�g ulfsh utter'.1s.com Storm Panels - SP Pollups - RU i CCM www.gulfshutters.com.' Accordlo . ns - AC Windows/Doors - WD Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 I Do It Once. Do It Right. Bahamas - BA Retractable Awnings - RA Since 1979 LAYOUT SHEET Colonlals� - CO Ultra Lattice - UL Special Instructions: Signature Date Salesperson Date Gulfstream AFum�jnuftnand Shutter Corp. Florida l3widing Code Online Page I ot 2 Fin, ' 170 r W' M Links Search BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications 1 FBC Staff BCIS Site Map Product Approval USER: Public User Product Approval Menu > Product or Anplication Search > Application Lis > Application Detail I FL # Revision Code Version 2007- A Application Status FILE COPY pplication Type W 2'UU Appro'Ved 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@easternmetaI.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category "S.hut@egrs�.., r Subcategory 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 Indelpendence.r)df Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 http://www.floridabuilding.org/Prlp�_app—dtl.aspx?param--wGEVXQwtDqvYYHH2vJvx53MwsXdCOtO... 3/20/2011 Horicla Builcting cocie unime ASTM E-1996 ASTM E-330 TAS 201, 202, 203 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 0 rage /_ ot /_ 2002 2002 1994 Summary of Products JFL # IlModel, Number or Name IDescription 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 II Drawing No. 08-227 Revised.13df 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 Reportj)d 30.0 p.s.f (for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans Created by Independent Third Party: Yes and pressures. This product shall not be installed within High Velocity Hurricane Zone as defined on section 1609 -of the Florida Building Code. F - _3_.1c —k — - I 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 Staternen I CopyriQht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey Contact Us Product Approval Accepts: EN FAA M9 M , rit � � I iog.11 I r trust'? http://www.floridabuilding.org/Prlpr�_appjtl.aspx?param--wGEVXQwtDqvYYHH2vSvx53MwsXdCOtO... 3/20/2011 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P . E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16D9 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 337 INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1,609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS�202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD0 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 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS -0 BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER. ASTM A-307 GALVANIZED STEEL, OR AlSf 304 SERIES STAJNLESS 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 RE.SPONSIBILITY 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 WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK(�9OR ALTERNAT �) MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK e (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK (a . OR AN EGRESS H.V. LOCK �Wl SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READ11LY %(ISIBLE 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. TILLIT TESTING & ERGINEERING COMPANY 6355 NX 36th. S-_ SW. 305. V=INIA GARDENS, FWRTDA U Ph— : (305)871-1530 . F.. : (ZD5)871-1531 006719 WALTER XOTI I Jm P.E. P E. §bdAIIAATUR�E , 7 DATE FLORM U,. f 44167 FLORIDA BUILDING CODE (Ron Hiqh Velocity Hurrici I @ 2009 EAsrERN wETAL suppLy. INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (577)999-2772 FAX: (561)209-8380 BERTHA HVT" �v Accordion Shutter S- stem REV. N. DESCRIPTION DATE I D.- br. F.P.&G. I w .-Igs ././u DAT : 09/05/08 2 GENERAL to/27/io DRAWING No 3 08-227 4 SHEET 5 1 OF 14 4.857' COVERED UNDER US PATENT # 5455179 OFHD 2?' (m...) B/O HEADER/SILL # 2 3.226" .085' L JL 4.897- -8-1-11V ADJ. ADAPTER WILIP VARIES 1.9 18" Ir -I I .375" -4. ON H.V. 2" (max.) DIRECT MOUNT 1.917" W Vo 670 1.68s" 3.520" @)HV CEILING HEADER 1 -U, F15-E O�72" 0.72" 3�226- 1 01 HV ADJ. TRACK 4.576" 2.293" .745' 0 0. .062, :23 1.325" - N, (SELF MATING) 25 Typ. VARIES FROM 2.000' To =:5.01 (�D!3.0. WALL ANGLE P.E. S�A-/S.IdNATURE/DATE VARIES I" t915' M— .1 .0133' ...3. IOD. 4 .060, 670' I 97n. HY 1 (max.) B/O HEADER/SILL 670" 072 .815" 2.092' 4.43s. QHV WALK —OVER TRACK OM HV FLOATING CENTERMATE j 2 X y I t x — I I - 10.062- 1 2" 0.062* 2" 2" 0.062" Ll 9 2" . 3" 0.052' 2' 4" 0 '062" 2" .0 21 S - ANGLE /- MIL EC 0 INC.' TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36"' SL. S�. MS. ViRGINA G�OEUS. FLORIDA 33 Ph— : (305)871-1530 . Fax : (305)871-1531 __J: tilt_ OOI_M E13-0006719 WALTER A- TILUT Jr. P.F- FLOIUDA Uc. # 44167 I - 936, g670 E N 1.491' OK HV 90'/180' STARTER Ox HV CORNER CENTERMATE f 3 X y I 2 2 .12 3' x OSLQMLR —POST 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 CODE (Non High Velocity Hureicane Q 2009 EASTERN mux- suppLy. INC. BERTHA HVT` Accordion Shutter Syst I D IF "IMESCEPT11.01" I /-/-I DATE: 09/1 DRAWING No 08-227 VARIES. 12' MIN. "30" WHEEL #1 LONG #3 NYLON RECESSED :1:1,12' AT WASHER NYLON BUSHING. ASSEMBLY �T Z4QL-20 S.S. OR Z/B'-16 THUMB Ms. AT EVERY iSEE DmLs) OTHER 414.2 3/4' H.V.-\'. I KNUCKLE ACCORDION PIN W/ #8 HEAD 1/4'0 5 11,x2 1/4" H*V, #2 SHORT .375' IT RECESSED ACCORDION PIN NYLON W1 #8 HEAD —TE 1/4" 0-�O S.S. BUSHING. 0 3/8"0- 16 ACETAL "p: (SEE 0 . S ON SHEET 4) THUMBSCREW5 THUMBSCREWS N" Lj— L _--03 NYLON HAT W HER HV- BLADE ACCORDION ACCORDION 1/4'-20 1/4' 20 -1 PIN PIN 9315"0 870"x3/16" 1/4-204/2' :5� T'HICK NYLON FLAT H`EAO' TAREADED -DIE CAST 9;EZED �AIS!l / HtOUMS94G EL 3. S.5 302 SERIES S.S. WHEEL (2 TYF PAINTED 302i RiVETE; N RMS TU KNOB, VSI 3D2 7 5'0 0 SERIES S.S. WREEL V. DIR CARRIAGE i : 1 #2 SHORT �BRASS CrUNDER (CHROME PLATED) I : RECESSED & KEYS (CHROME PLATED) 0 i,,—HV E NYLON BUSHING BIDE 1 1 i ill �-V'54 ACCORDION PIN 0 PIN ��S.EN.TES ON �=.E�l 7T - 0=H-V;-aI1OC KV M ACC RDION '�� 0 .:250" 0.0. M b < 5 al f. PLASTIC 14EAD ?0, "'LONG RECESSEDI :�Tz MOLDED TO--,,, NYLON BUSHING. 0 SCREW TYPIGAU'�H . efP i�EATEAY AFTER RIVETING BEFORE RIVETING ILE: 3/8" 1 /4"0-20 RIVNUT 00.324" #14X2 3/4" H.V. `S`SfT—HUMBSCREW ACCORDION PIN W/ 8 HEAD TY ALTERNATE LOCK (TO HV LOCK (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE.FLANGE THIN SHEET NUTSERT, PART ' 0820. AS MANUFACTURED BY coma AVDEL CHERRY TIXTORN. PARSIFPENY. NEW JERSEY 07054 OR EQUAL FLORIDA BUII �UZ �qo T A.S.S.A. TILUT TESTING & ENGINEERING COMPANY 355 N.W 36th. 5-- Sto. 3D5. MRGINIA 04DEMS. FEMDA 331GE Phone : (305)871-1530 . Fox : (305)871-1531 e—il, UIL—Caol.corn American Shutter Systems Association, Inc. 4268 Westroods Drive :? EB-0006719 West Palm Beach, FIL 33407 WALTER A. TILUT J, P.E. Ph: (877)999-2772 FAX: (561)209-8350 P.E. SE:AL/§bNATURE/DATE I FLORIDA L;c. f 44167 0 BLADE #1 LONG RECESSED 14YLON BUSHING #14XZ 3/4" H.V. ACCORDION PIN W/ #8 HEAD -117. #1 LONG RECESSED NYLON BUSHING — N.T.S. CODE (Non High Velocity Hurricane @2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Svst DRAWING No 08-227 * NOTES ON LOCKING RODS Qj , HV LOCK R AND ALTERNATE Q LOCK: 1. MANDATORY CONDMON #11: ONE HV LOCK@ SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY. ELEVATION. HV LOCK (D MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (D OR @) CENTERMATES W/(2) 1/4-0-20 x 1/2- I-ONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHLJ77ER ELEVATION. 2. N 41, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS @) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES (9 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITIOL-a- 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 #2: ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND 114STALLATIONS Ki ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATIE W/(2) 1/4"0-20 x 1/2" LONG FLA7. HEAD S-S. M.S. TWO LOCKING RODS QAT 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 V16NDATORY CONDMON 41 VALID ONLY FOR SYMMETRICAL CEI4TMMATES* ONE ALTERNATE LOCK (W) MAY BE USED IN LIEU OF HV LOCK @ FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNA"IE LOCK ��1, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF 1/4"O-2Ox3/4" S.S. THUMBSCREW TO (p OR (9 CENTERMATES SHALL BE MADE 1/4"0-2Ox3/4" ALUM. -RIVNLIT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. FLORIDA BUIL T I ��LE C �i7 A S.SA -��O, � American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY 63SS KW. MI� St- Ste. M5. VRG�U CARDERS. FLORIDA 331Ef ph.r. : (305)871-1530 . F.. : (305)871-1531 Association, Inc. 4268 Westroads Drive ...... ES-0006719 West Palm Beach, FL 33407 '�160#15JRd6ATE WALTER A. TiLLIT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEA�L/ FLOPJDA U.. f 44167 WIN CODE (Won High Velocity Hurricane Zone 0 2009 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System DRAWING No 08-227 CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ONI SHEET 10) MIN. S E)CISTING Ir TO ,J) WALL MOUNTING INSTALLATION POURED CON OR CONCRETE BLOCK WALL REQUIRED 03 WALL MOUNTING INSTALLATION CONCRETE ANCHORS RSEE SCHEDULE ON 1/4'0-200/4' S.S. NOTE FOR COMBINATION OF SECTIONS '�N _TWWS SHEET 10) 4M7ACHINE SCREWS USING I — SEE SHEET 3 FOR TYPICAL SHUTTER AS -LY POURED 1/4"-20 NUTS 0 12" D.C. 2— MOUNTING SECTIONS CAN BE COMBINED CONCRETE— REQUJIRE11 M: IN ANY WAY TO SUIT ANY INSTALLATION. Q I— D. EDGE DISTANCE L _(i," (SEE NOTES & SCHEDULE ON SHEET 11) F`� I - 1"i MIN. SEPARATION —TO GLASS (�) WALL MOUNTING INSTALLAMN EXIS7114G MIN. SEPARATION TO GLASS W. M;, L/4 0-20x3/4" S.S. PHILLIPS I&P CRETE ANCHORS TRUSS 14EAD MACHINE SCREWS POURED CONCRErE (SEE SCHEDULE ON USING 1/4�20 NUTS 9 12- O.C. OR CONCRETE BLOCK SHEET 1 0) WALL REQUIRED WALL MOUNTING INSTALLATION INSTALLATION DETAILS 11-LIEC3 1 7. COMPANY TILUT TESTING & ENGINEERING 6355 RX. 36M SL, Ste. 305. IARGINA GAFOENS. FLORDA 33 Ph— : (305)871-1530 . F- : (305)871-1531 —.1; Ut.. ..I.— EB-0006719 WALTER A. TIU.T. J, P.E. P.E. SEAL/SMOUR'E�'DATE FWRIDA Ue� 111 44167 A.S.S.A. American Shutter Systems Assoclafion, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 "FAX: (561)209-8380 CODE (Non High Velocity -Hurricane Zone @2009 &%STERN METAL SUPPLY, INC. BERTHA HVT` Accordion Shutter System DATE D— b F.P. DATE: 05 rj.5/13, DRAWING No 08-227 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHOE. 11) REQUIRED EDGE OF MIN. SEPARATION SLA13 IF To CLASS APPLICABLE EXISTING GLASS— lr�fl�rT� �-�B OR nF i MB;NATION OF SECTION 11- SEE SHEET 3 FOR TYPICAL SHU ASSEMBLY 2- MOUKTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E. D. - EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET EXISTING GLASS EDGE OF SLAB IF APPLICABLE MiN , SEPARATION TO GLASS POURED CONCGEJ REQUIRED zF1. HEAD CONCRETE ANCHORS (S FE SCHEDULE ON SHEET 11) 06 WALK -OVER MOUNTING INSTALLATION - ffij A&_'if0EII1fLG N-DOMM - �INSTA�Lffilffl r-1-11N. SEPARATION - TO GLASS. EXISTING -MIN. SEPARATION GLASS--� TO GLASS 'f EXISTIN GLASs-li #14.3/ S.S. HEX HEAD TEK SCREWS 0 OR 1/4"0-20 ALTERNATE ANCHO S.S. M.S9" ICY/ N LIT 9" O.C. LOCA11ON -#100/4' HEX WASHER HEAD TEK SCREWS 0 12" O'.0 E CONCRETE ANCHORS (SEE SCHEDULE ON S�.�ET 11) EDGE OF--- F CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) C.E, SLA13 1/2 j EOCE SLkP IF NOT-= APPLICABLE E.Q. E.Q. APPLICABLE THIS INSTALLATION SHALL HE REMOVABLE WHEN PERFORMED 'DOE OF POURED-Z :ONCRETE L—E. ADJACENT TO AN OPERABLE EXIT OR ENTRANCE SLAB IF ArP!JCABLE REQUIRED __E. D.._ D.� POURED CONCRETE REQUIRED E. D.- FLOOR MOUNTING INSTALLATION t '_8)-FLOORJI*OUNTIN I' S�� INSTALLATION DETAILS FLORIDA BUILDING CODE (Non High Velocity Hurricane ZonE @2009 EASTERN METAL SUPPLY. INC. TM 13ERTHA HV 11LIE C 0 A.S.S.A. Accord -ion Shutter System . ..... TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. III DESCRIPTION DATE D by, F.P. z':f 6355 N.w. 36th. SL. St.. 305. IARGINV, WDENS. PLOWDA 3316 Association, Inc. I -)b,/. DATE: 009/05/06 Ph... : (305)871-1530 . F.. : (305)B71-1531 4268 Westroods Drive 2 DRAWING No EB-0006719 West Palm Beach, FL .33407 5 08-227 WALTER A. TILUT Jr. I P.F FLORIDA Uc. # 44 67 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET F.E. SEAL/SIPNATIJE�DATE 6 OF 14 FO —UT1 (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1 /4 -0 TAPCON ANCHORS TO CONCRETE C. .OP/BOTrOM) &L (',)910.1/2" S.M.S. TO TUBE AT EACH ANGLE (TYP) -jXISTING L GLASS T I" MIN SEPARATION TO CUSS L LS ON SHMS 8 & 14 SEE NOTES ON LOCKING RODS(D. HV LOCKS@ EXISTING CLASS AND J,F IN V"— ALTERNATE LOCK@. ON SHEET 4. I SEE EIJI) WALL CONNECT101 :B)OR@OR(E)OR —EXIS'19NG GLASS DETAILS ON SHEETS 8 & I DFORO-"CDOR tA - - - - - - - - - - - - - - - - - - - - - - - - - / - --- - - - - - - - - - - - - - - - - - - - 1-4 3 1/4- 7- 7- 7/2- OPPOSING SYMMETRICAL CENTERMATES CENTERMATES #10.3/4" S.M.S. 0 12" W1 LOCK W1 LOCK I" MIN. D.C. FULI LENGHT. SEPARATION TO GLASS F (OV U -7 1 1 ----------- MWENE VIMIAI�l ro—u—T] —*00 0 OR SECTIGN 12 AT CORNER CENTERMATE #3 'k�Dor FO U—T I SECTION 12 i-EXISTING GLASS - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - SYMMETRICAL '.NAL 0,F 17 '(�)OR@ OR OEOR W 1 N , F I. M CENTERMATES op EPARATI (WERIOR) OR@,( DIC,Q S ��N (E� W/ LOCK )i (D TO G I LASS L ALTERNATE SECTION 12 1 -7- M E �CO �N,, , TILLIT TEnNG & ENGINEERING COMPANY Phone : (305)871-1530 Fox : (305)871-1531 -0: tilt-ftd— E -OD06719 WALTERSX TILLrr J' RE P. E. SEAL/SIGN.AtURE/DATE FLOp_'DA Ll� j 441 67 POURED CONCRETE OR CONCRETE BLOCK WALL REQU!RED I D.C. OR CW - I z I M, \ FO 7UT 6 1/2' =. SLACK SECTION 12 AT SLACK DETAIL (IF APPLICABLE) FLORIDA 13UILDING CODE(Nonffigh Velocity Hurricane Zon @2009 EASTERN METAL SUPPLY, INC. BERTHA HV TMI Am&SwAm Accordion Shutter System American Shutter Systems ' REY. N' DESCRIFTION DATE Dra- by: F.P. Association, Inc. I -/o/-- DATE: 09/05/08 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 08-227 Ph. (877)999-2772 FAX: (561)209-8380 1 cu— a 16" (LOCATE AT EITHER SIDE OF(g)) 1 /2' oloxi/2"S'M.S. IP I S" O.0 POURED CONCRETE POURED CONCRETE OR OR CONCRETE CONCRETE BLOCK.WALL BLOCK WALL=IRED 77' REQUIRED TING EXIS EXISTING CLASS T-- -2" MIN. I' I MIN. SEPARATION TO �LASS SEPARATION 1/16'.3" MAX. (60:63-T6) TO CLASS CONT. ALUM. CLOSER ------ I PLATE. (LOCATE AT EITHER , ) -'\ SIDE OF ) /V 0 MIN POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS I' MIN. SEPARATION TO CLASS .1 L i ------ <-- -7- SEE DETAIL X FOj SIDE CONNECTIO SEE DETAIL X FOR TO TRACKN3 I SIDE CONNECTION ze TO TRACKS OROC OR(E)OR(D /-e-OR0C OROORI(E) OR(B+(DORQ END CONNECTION DETAIL 10, POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -EXISTING GLASS Z MIN. SEPARATION TO CLASS ANCHOR 0 16" / D.C. END CONNECTIGN DETAIL o--R(4- - - +(DoQ) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS +USE I" OR 2" MAX. (AS APPUCAI3LE)x2"xi/8"xO' ALUMINUM. CUP ANGLE (6063 -T6 ALLOY) AT MlDHEIGHT W1(I)#1Ox1 2" S.M.S. TO@&' (2)1/4'�' TAPC S ANCHORS TO .1 AT '�N.... (LOCATE AT EITHER SIDE OF@ v SEE DETAIL X FOR-/ SIDE CONNECTION TO TRACKS /-SOROC OR(E)OR(E) LOOR(DOR(E)OR(r) ORfl+(-1)ORQ) OR(3+(DOR(a) Z END CONNECTION DETAI 20 OUR D CONCR i CONCRETE BLOCK WALL REQUIRED EXISTING GLASS iloxi/2" S.M-S .,z I" MIN. 9 12" O.0 EPARATION ;i -- — ----------- TO GLASS CONC��E 1/2" MIN. y ANCHOR 12" O.C. I V"Q (2)#14-xl 3/4- f KV Pit". 2' END CONNECTION DETAI (p '0--R'(-B") 701 --O'Z-Q-) `01 INC. LIECO�\ TILLIT TESTING & ENGINEERING COMPANY L 635S N.W. Mt.. St� St. Z05. VAGINIA GAPDENS. FLMDA 32 Ph— : (305)871-1530 . F.. : (305)B71-1631 e-MOR: UK— GOLCOM EB-CO06719 WALTER A. TILUT J, P.E. P.E. SEAL/SIGNATURE/DATE FLOFMA U., j 4�167 1' MIN. SEPARATION TO CLASS OR(8)+(DOR(D IND CONNECTION DETAIL 40 1 * REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' 1 (2) f LOOROC OR(E)ORC- OR6+(DORQ) - DzV1 I Mmy alal M12% FLORIDA BUILDING AmSn*gqhmA'. American Shutter Systems FE-7 Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Veloeity Hurricane 0 2ooe EASTERN METAL SUPPLY. INC. BERTHA-HVTM Accordion Shutter Syst 44 DESCRIPIKIN I - i D/A.Tilmil DATIEF-0911/1 DRAWING No 08-227 MAXIMUM SHUTTER SPAN 1+' OR I-" (ft.) INSTALLATIONS W1 SYMMETRICAL CENTERMATES �ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) WXMUM DESIGN LOAD (p,f.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L- III) L 4 (ft) I L - (9) 30 OR LESS 1 W-O" 16'-0' 16'-0' 1 W-1. 35 14'-10" 14'-10" 15'-2" 16'-0" 40 13'- 1 o" 13'- 10" 14'-2- 15-2- 45 13'-1" 13'-1' 13'-4- -14'-3' 50 12'-5" 12'-5' !2'-B' _13--7- 55 il'-Io" I I 1'- 10". 12'-1 - 12'-Il' so 1 V-4" 111-4" 1 1 V-7" 12'-4' 65 101-10' 16-10, 11-1- 11-11- 70 10,-6" 10,-6" 10'-9' 1 V-5" 1 75 jo--l- 10'-4" 1 1--l" 80 91-10' a'- I a" 10'-D. lo'-9" 85 9.-,. 9'-6" q.-g. 101-5" 90 9'-.3- 9'-3' 9'-5" io'-l' 95 9�-O" 8'-V 9'-2- W-10" '� iO0_ 8'-9" 8,-e �_7_ 105 B'-7* 8'-9" 9'-4" 110 B'-4" 7'-7" W-7" 9'-2* 115 B'-2" 7'-3" 84" 80�11- =0 'Iffe"MI fl[�]I5201 125 7'-10" V-S' B'-O" W-S" 130 7'-8' 6'-5" 7'- 10" 81-1. 135 7'-7" 6--2- 7--l' 7--l' 140 V-5- 5'-11" 7'-7- 7'-6- 145 7'-3' V-9' 7'-5- 7'-3- 150 7'-2" 5-7" 7'-4' 7--D" 155 7'-0" 5'-5' 7'-2- 6'-9- 160 6,-11, 5'-2- 7--l' 6'-7- 165 W-10' W-I" 7'-0' W-4- 170 r. 4'-1 1 - 67-IT� V-2 75 6'-7" 6--l' 6--l' 180 6,-6- 4'-8- I.-S. 51-10 185 6'-5- 4'-1' V-7' 5'-8' 190 6'-4* 4'-5- W-6- 5--l' 19 6' 4--3- 1'-5- 5'-5;-- i-12. �;-=2�- 4--2- IP-1. 5'-3' 205 61-1" 4--l' 6'-3'. 5--l' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERIVIATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) U=Mum DESIGN LOAD (P-f*) (+ OR CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING & FLOOR/CEILING MOUNTING L + III) L - (ft) 30 16'-0- 16'-0' 35 14*-10" 14'-10" 40 13'-10' IS-10, 45 13,-1, 13,-1" 50 IX-5.— 12*-S' 55 IV-10" 11'-10* 60 ll,-4" 1 V-4' 65 10'-10' 10*-10' 70 10-6- 1 10-6- 75 lo'-I * I� so 9'-10. � __l F� 85 96" 9,-6, 90 9'-3' 95 W-0. 100 W-9. jg� 2 -7* : 110 -4' 7'-7- 1 1 8'�2' 7'-3" 120 2 6'-11" 125 7'�-1 0" 30 1 0 __T� �8 6'-5" 135 V-7- 6'-2- P115 140 71�5- 51-11' 145 7'�3' 150 7'-'2' 5'-7- 155 7'-0' 5--5- 160 6,-Il" 5--2- 165 V-10" 170 61-9. 175 6--7- 180 185 4'_6 190 6'-,' 4'-5- 195 6--3- 4'-3- 200 V-2- -4'-2- 205 "-,. 4!- 'N'JAL1A1'PNr,LE'EN' LSORi5 WOOD WALL MOUNTING 1. 2. 3 4 1W. 2W, 3W, 4W, 5W & SW FEM Ri IN ;& -ff'/,C OU T1 G 6. 7 8w. 9W low A MAXIMUM SHUTTER SPAN "L+' OF. -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 #2 NOTE #4, SHEET 4 OF 14 fTIME C 0 TILUT TESTING & ENGINEERING COMPA MY 63M N.W. 36ft St, St.. W5. IARMNU GARDENS. FLORMA 33 (3o!5)6711�1530. F.. :(305)971-1531 ES-GGD67 9 WALTER A. TIILUT Jn P.E P.E. SEAL/SIGNATURE/DATE FLOWDA Uc. 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 SPAIN FOR WALL MOUNTINGS (TOP/8OTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND *L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L,+= t�(AX. SPAN FOR 'WALL MOUNTING INSTALLATIONS L2+= MAX. SPAN FOR FLOOR/CEJUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2-- VAX. SPAN FOR FLOOR/CELING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "U+", "L2+", "Li-" 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. Amer1can Shutter Systems Associatlon, Inc. 4268 Westroods Drive West Pairn beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ; CODE (Ron High Velocity Hurricane Zoi @2009 EASTERN METAL SUPPLY. INC. BERTHA HVTm Accordion Shufter Systerr N. DESCRIPTION DATE D— Ly. F.P. wsl- DATE, 09/05/0 2 DRAWING No A � 08-227 WE NV4111111l 0EffTCiT0FN�, US 10, ME MOM MMMEMIMMM Emu. . . MM w REBA Min MM ....... ...... Ex jl�m KIE wA KIM= Hill MM Am [Bull M Elm mm mm" M 0111M EMU MEM MMM== MMM 9 1 w an I I all 10111011,01111 M IMMIMMIM 011101011 ammmmmmmm ;m mmill"Ill MMMMMMOlIEx= M ff-w MMMMMI 10111HIMM 101EMIRIM110111 0111W11111011 �lMm mw� 01111121 ��mmu�=EMM MEMO MMMMM MEwilimmmm =MIMM MIM M11 ammmmmi ME ---MEMO P.E. Sk/SIGNATURE/DATE /TI-LrEC 0 TILLIT TESTING & ENGINEERING COMPANY 6355 NX Nth. St.. St.. 305, MRGI� GARE)MS. FURIDA 33 Ph— : (305)p7l-1530 . F.. : (305)871-1531 __11: tat_0..j._. ES—OD06719 WALTER A. TILUT J� W. FLOR,DA U.. j "16 A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroGds Drive West Palm Beach, FL 33407 Ph: (a77)999-2772 FAX: (561)209-8380 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR 1 SPECIFICATIONS ON SHEFT 11 CODE (Ron High Velocity -Hurricane Zon 02009 EASTERN MEML SUPPLY, INC. BERTHA HV` Accordion Shutter System N-M�m DRAWING No 08-227 MAXIMUM ANCHOR* SPACING tin.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DMGN NEGATIVE LOAD AND A COREMPONDING MOUNIFING TYPE FOR CONCRETE OR CONCRErE BLOCK INSTAIIATIONS (SEE wouNnNas s. 6. 7 & a ON sF= 6) j- f- Jgam' MM@w 0 INK��cmm 300MMIM TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATUR�/DATE SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS To SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EASTING POURED CONCRETE-. (Min. fo - 3 k�i) - 1/4*0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (min. Vc 3 ksi) - 1/4*0 x 3/4* ALL POINTS SOLID-SIET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c 3 ks;) 1/4-0 BLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT. INC. (Min. f'c - 2 ksT 1/4-0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT 6; SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. r. = 3 ke,) 140TES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2*. A.2) MINIMUM EMBEDMENT OF 1/4"o % 3/4' ALL POINTS SOUD-S-11' 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 I' 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 -10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDIM ON NOTES A-1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIPS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. 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 W1 CAP AS UANUFACIFURED BY FLORIDA FASTENERS DIRECT. INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAnON. INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 9.2) MINIMUM EMBEOMEN1 OF 114wO x 3/4� ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED S14ALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE EXISTNC WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA11ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELA71ONSHIP FOR ANCHORS. ,EDGE DISTANCE VERSkS,!� �CIN-Q gHEDULE FOR *ANCHORS: MAXIMUM ANCHOR SPACIN D 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 -SPACING TAPCON WITH ADVANCED THIREADFORM TECHNOLOGY ALL POINT SOUD SET BLUE TAP W/ CAP TAPPER + MIN. SPACING E.D. 741-N. = 3' MIN. SPACING - 3" MIN. SPACING - 3 1/2* W . SPACING - 3* N 3 3/4' 4- POURED CONCRETE & CONCRETE BLO K MN. M-3. C POURED CaCRETE1 MN. ED-3 1/r MOCK = 2 1jT POURED CONCRETE CONCRETE BLOCK M.N. ED .3 1/2- POURED CONCRETE & CONCRETE BLOCK 1&1. M -3 _ POURED Cy+-RETE WK F D. - 3 1/2, OCNCRFFE BLOM, 9N. E.D. - 2 1/2, 3" 1.0 0.90 1 1.0 0.78 1.0 0.84 1.0 2 1/2' - 0.81 1.0 - - 0.67 1.0 0.71 0.51 - /4' - 0.43 -OZ5 1 1/2* 0.35 1 I TILUT TESTING & ENGINEERING COMPANY WSS N.W. 3M. St., St.. 305, VIRCHA C�RDENS. FLO� 333 Phon, :(305)871-1530. Fm : (305)671-153t _rndk Ult.-0=1.... EB-0006719 WALTER A. TILLIT J, P.E. FLORIDA U.. f 44167 FLORIDA BUILDING CODE (Non High Velocity Hurric( I @ 2009 EASTERN METAL SUPPLY. INC. A.S.S.A. AmerIcan Shutter Systems Assoclation, Inc. 4268 Westroads Drive West Palm Beach, I'L 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA HV TM Accordion Shutter System DRAWING No 0-8-227 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHILITEER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) L_� 17=3 !E3 _F_ F=-:;' _T_ FEE - SOUTHERN PINE No. 2 W1 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. CDX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & low WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & 1 OW WALL MOUNTINGS W 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9w & 1 ow WALL MOUNTINGS �W & 5W NEGATIVE DESIGN LOAD (psi) NEGAITIE DES,�GN (psf) I . NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (pso NEGATIVE DESIGN LOAD (pd) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 41) 160175 190 105 30140 160175 90 105130 40 160 75 190 1105 30 40 60 75 190 1105 30 40 1 50 175 190 105 30140 160 75 190 10513D 140 60 75 190 1105, Y-0' OR L 12 10 101 9 1 8 8 6 5 1 6 1 6 6 5 112 10 110 9 8 8 1 6 6 6 6 15 14 12 10 10 1 9 1 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 1 9 1 8 B 6 6 1 6 1 5 4.5 4 112 10 1 10 9 8 8 1 6 6 5.5 4.5 3.51 .3 12 10 10 1 9 1 8 8 6 6 14.5 3.51 3 2.516 1 5 4 4 4 3 5'-0' 12 10 10 9 8 8 6 6 1514 3.5 3 112 10 10 9 8 8 1 6 6 4.5 3.5 3 2.5 12 10 10 1 9 1 8 7 6 5.513.5 3 2 2 6 5 4 4_ 4 3 r. :) -0.1 12 10 10 9 8 6.5 6 6 4.513.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 1�210 10 9 . 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' 12 10 10 9 15.5 4 6 5.5 4 13 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 110 110 7 113 5 4 2.5 2- - - 6 15 4 4 - - 1 8'-0" 112 �70 _110 110 2:�� 3 6 5 3 2.5 2 2 12 110- 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 110 4 1- 4.5 3 2 - - 6 1 5 4 - - - V-01, 12 10 5 13.5 - 4.5 3 2- 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 1 4 2.5 4 3 2 - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 1 - - _L 5 4 2.5 2 - - 12 10 5.5 3 - - 4.� 3 2 1- - 12 10 1 3 - 2-_5 �. 5 - - - 6 5_ - - - - i V-0" 12 10 5.5 - I - - �5 3.5 2 - 12 10 4 - - - -4 3 2 1 - - - 12 10 1 - - 3 2.5 - - - 6 5 - - - - ': 2'-0' 22 12 j.5' 4.5 3 2 12 10 3 - - - 3.5 -12 10 - - 3 2 - - - 16 5 - - I- - 13*-0" 4 3 - -12 10 - 3.5 12 2.5 2 1 - 4 14'-0" T2_ 10 4 3 - gd 12 7 - 3 77 1 2 12.512 1 - 15'-0' 12 - - 3.5 - - 12 - 3 3 1- 121- 1 - '1 6'-0" .12 - - 3 - , - = - 2.5 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREArFORM TECHNOLOGY ANCHORS. AS W�WFACTURED BY I.T.W. BUILDEX W/ MIN[MUM 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 7PE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE: SHALL CONSIST OF THE FOLLOWING: �SOLITHERN 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.O.S.) -MIN. 1/2- CDX PLYWOOD (19156 AFA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. /TIL E7C0iN,,\ TlLLrr TESTING & ENGINEERING COMPANY 6355 KW. 36tIL SL. St.. 305, VISM" CJMENS. FLORDA 33 Ph- : (305)871-1530 . F.. : (305)571-1531 EB-0006719 WALnR A- T1L.1T J, P E P.E. SEAL/SIGNATURE/DATE FLORIDA U.. F "16; A.S.-S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Pol.rn Beoch, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Ron High Velocity Hurricane Zon 2009 EASTERN METAL SUPPLY, INC. BERTHA KVTm Accordion Shufter System L* DESCLI ON DATE D bl, F.P./L /ft/.l DATE: 09/05/08 WWN W� �aT "U'R TEM DRAWING No ��l 08-227 WALL FINISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS b=. I/F4'0 TA'P I -SEE SHEET 3 FOR TYPICAL 'A'.ON ZN"OR DVANCED S MOUNTING SECTIONS CAN BE FTHR TECHNOLOGY r-1/4"o TAPCON OR HUTIER ASSEMBLY. W/ �t%�MMI�. PENETRAT10N TAPCON WITH ADVANCED COMBINED IN ANY WAY TO OF THREADED AREA '10 THREADFORM TECHNOLOGY SUIT ANY INSTALLATION EXISTING WOOD HEADER. W/ 1 1/2' MLn. PENETRATION EXISTING WOOD HEADER. FF (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO (SEE SCHEDULE ON SHEET 16) 1 9 1 MIN SEPARATION F OR @ /4'0-2Ox3/4* S.S. MAC INE 7 GLASS SCREWS W/ 1/4--20 NUTS 1--E EXISTING 9 CLASS--4 0 @ 12' D.C. E W A FINI -WALL FINISH 7N. EXInNG MI OD: 0 D 1 00 JIW U, HEADER EQUIRED ISTIN. MIN F OR EXis'nN 2ftx4" WOOD G GLASS-j HEADER REQUIRED To SEPARATION I' MIN. SEP 0A 1/4-0 TAPCON OR W1 1 1/2" MIA. PENETRATION Mill- CLASS EXISTING ARATION TAPCON WITH ADVANCED GLASS --I To GLASS THREADFORM TECHNOLOGY OF THREADED AREA 0 Li MIDWIDTH OF WOOD PLATE. 2'x4" CONT. SILL (SEE SCHEDULE ON SHM= 16) JWPLATE REO'D. ) WALL CONNECTION AT TOP WALL CONNECTION AT TOP WALL CONNECTION AT BOTTOM FASTING Y! I I I V CLASS—; T IT. �_I" MIN. SEPARATION� 2"x4' CONT. To SEPARATION� EXISTING IN. SEPARATION- �_1" MIN. WOOD FLATE, To CLASS CLASS--, TO GLASS CLASS RED EXISTING GLAss--4 !- EIT WALL FINISH V 'A L�_ F'NIS 1 Z 211 �7E E N �-I/4_0-20�3/4- S.S. SCREWS USING 1/4'-20 NUTS -20 TAPCO OF, 2".4" Cow�/ k T_ WOOD PLATE 95 �z F OP. REO'D. ',1/4'0 cwl MACHINE 1/4"0-20.3/4 S. MACHINE TAPCON WITH ADVANCED SCREWS W/ 1/4" NUTS I"A " THRFADFORM TECHNOLOGY C.NT. 0 12' *D.C. 1/4'0 TAPCON OR @ 12" D.C. In ADVAN W/ 1/2" Mi.n. PENE17RATION OF CED THREADED AREA INTO PLYING TAPCON OR ILL PLATE ��R�OFFOR TECHNOLOGY L D. (SEE SCHEDULE ON SHEET Ifi, REAN WITH ADVANCED I �Q." I W/ 1 1/2- Mi.. PENETRATION / 1/2" MIN. COX I TH D ORM TECHNOLOGY 1� ��AL nj OF THREADED AREA 0 1/2- MIN. COX PLYWOOD REO'D. PLYWOOD REQ'O. W/ 1/2� M; . PENETRATION OF M -0 0 PLATE. I A'REA INTO PLYWOOD. SEE SCHEDULE ON SHEET 16) �E.ISTING MIN. 2.4" STUDS 0 16' D.C. MAX. REO'D LYWO D TO BE I WALL FINISH- THREADED iDYADTH OF W 0 ' P 0 ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C.- (SEE SCHEDULE ON SHEET 16) WALL CONNECTION AT BOTTOM WALL CONNECTION AT BOTTOM SCALE: 3/8"=l" WALL CONNECTION AT BOTTOM FLORIDA BUILD[. 0 CODE (Non High Velocity Hurricane Zone) @ 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM 11LIEC 7A Am&SwAm Accordion Shutter System T 7 REV. N., DESCRIPTION DAT D br. F. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 4F.' 6355 N.W. 360. St. Sle, 3D5. VIRGhNIA GARDENS. I ow DATE .9/05/p"Os 1- 1530 . Fox : (30 )871-1531 Association, Inc. TAPCON 10/27/IC DRAWING No C 4268 Westroods Drive 2 THRFADUC"TEACONANI-02r E13-0006719 West Palm Beach, FL 33407 3 08-227 WALTER , TILUT Jr. P.E. �B FLORIDA.Uc. f 44157 Ph 77)9!39-2772 FAX: (561)209-8380 -4 P.E. S SIGNAI_O�E/DATE JSHEET 3 OF 14 4 - x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL (IF APPLICABLE) ADEQUACY OF EXISTING WOOD ,,-EDGE BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITFCT PRIOR TO SHUTTER EXISTING WOOD INSTALLATION. TRUSSES OR RAFTER @ 124" D.C. REQU RED 1/4-0 TAPCON OR TAPCON WITHA."-C,-.D I �__3/4" EXISTING SOFFIT THREADFORM TEC.N. Mo.. 7HK W/ 1 1 /2" Min. PENETRATION OF THREADM AREA TO #14.3/4" EQ1rE0 _1"x46x1/8" CONT. ALUM. TUBE EXISTING WOOD BEAM S.M.S. (6063-TS ALLOY) W/ (3)5/16-0 (SEE SCHEDULE ON SHEET 16) 0 6" D.C. LAG SCREWS TO EACH RAFTER OR E OR T LOCATE LAG SCRIEWS AT 7 MIDV41DTH OF EXISTING WOOD I I MEMBE . (2" Min. NOMINAL OPEN HOLE AT EACH WJUTH)R W/ 2' Min. PENETRATION STUD TO ACCEP T I 1 1 OF THREADED AREA, VAUD FOR 5/15-0 LAG SCREW INSTALLATIONS WITH 72pf MAX. DESIGN LOAD AND 9'-0' MAX. EXISTING I GLASS-----, _ AT CENTER OF TUBE. SPAN. THIS INSTALLATION IS ONLY VVJD FOR WOOD W/ MIN. 1 1" MIN. IFIC SPEC GRAVITY OF 0.50 AS —SEPARATION— DOUGLAS F1 ' OR SOUTHERN PINE I TO GLASS No. 2, OR EPOUAL MiN. EXISTING I I CLASS- 7JW HOLLOW CEILING MOUNTING INSTALLATION I' MIN. �—SEPARATIION I TO CLASS 141 1 1 I EXISTING 2".6- MIN. WOOD DECK REQUIRED (No FINIS ALLOWED) ED EMO EDGE OF DECK IF APPUCAEI E @V� SOFFIT MOUNTING INSTALLATION __T_ 1 1- MIN. I 0A F-SEPARATION— I TO GLASS CLAS NOR-, LOCATION 3/8 MIN* #10.3/4- HEX HEAD TEK 2".6" -MIN. WOOD DECKL'� __WASHER SCREWS 0 12' D.C. REQUIRED (NO FINISH ED) 2"x4" MIN. WOOD STUDS. — (AS APPLICABLE) W ALL-) F IS. EXISTING GT--\ 1. MIN. SERA TO (E)OR(E)OR OR QORC IjLii v -1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ITW BUILDEX ANCHORS 0 6' D.C. W/ 1 1/2- MIN. THREADED PENETRATION INTO STUDS OR W1 MIN. 1/2- THRMED PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. �1/2- MIN. COX PLYWOOD. END CONINECTION DETAIL (Dw & (� � , /4-0 TAPCON OR TAPCON 2".4' MIN. WOOD WITH ADVANCED THREADFORM STUD RErj TECHNOLOGY ITW BUILDEX ANCHORS W/ 1 1/2- MIN. EXISTING CLASS--\ I THREADED PENETRATION ,fro STUDS 0 12' O.C. \ \ \ MIN StPARATION TO GLASS [ . I N A\ I OF H 1/4"0 TAPCON OR TAPCON WiT;' J 2' MIN. 1/4-0 TAPCON OR TAPCON WITH DFCK IF NO WALL APPLICABLE FINISH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF NOTES 2" MIN.__j ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF (Z)OR(BOR (0OR0811 OR Q)OR(D+(8) THREADED AREA INTO WOOD,DECK. (SFE SCHEDULE ON SH=ET 6) I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MDUNTING SECTIONS CAN BE COME31NED THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEE-r 16) END -CONNECTION DETAIL ��W' FLOOR CONNECTION IN A14Y WAY TO SUIT ANY INSTALLATION. FLOOR CONNECTION SCALE: 3/P" . I FLORIDA BUILDING CODE (Ron High Velocity Hurricane q P, 2009 EASTERN METAL SUPPLY. INC. ML 7 A.S.S.-A. TM BERTHA HV A A ECO me, Accordion Shutter Systen TILLIT TESTINZ & ENGINEERING COMPANY REV. N, DESCRIPTION DATE Omwn by. F.P. American Shutter Systems I 9/-/w DATE: 09/05/0 6355 kw. 01 SL. Sk. 305. vRGINIA GARDENS. PLORM 3316 Association, Inc. 7. TAPCON WTH ADVAN MD THREADFORM TECHNOLOGY o/27/lo DFZM'i]NG No Ph... (305)871-1530 . Fox : (305)871-1531 e-mol: tiitecoftol.com 4268 Westroods Drive WALT EB-0006719 ER A. TILUT Jn P.E. West Palm Beach, FL 33407 08 -227 3 P.E. 'L/-SfGN* RE/DATE FLORIDA U� # 44167 Ph: (877)999-2772 FAX: (561)209-a380 4 SHEET 5 — I 1 14 OF 14 7 nCC1.^_td It)An r^D rt A rInIAId-_ /0 -C r I rtlP A 4ZI-r 7_f14 - OrAk-' Rf)01r 14r1r.14r I r4q-':Z TMAN -01P Pfh_� BASIC WIND SPEED- - 140 Fnph CRTEGORY /I BUILDINGS (/=1.00) RESIDENRAL, APARTMENT BUILDINGS-& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT L** LESS THAN 7�_q. - 1 L- GREATER OR EQUAL THAN 7'�9" AND LESS THAN 12'-3" L*f GREATER OR EQUAL THAN 12�-3* I (h) P0SfrjVr =7;1' NEGATIVE POSInVE NEGATIVE POS117VE NEG4 TIVE 0' - 15, 42.7 5Z2 - 40.5 52.4 iza 46.8 > 15� 20' 45.4 60.8 43.0 55.7 40.1 49.7 > 20'-25' 4Z6 63-7 45.1 58.4 42.1 52.1 > 25'-M' 49.4 -66.2 46.9 60.7 4J. 7 54.1 > 30'-40' 52.5 70. J 49.8 64.4 46.4 57.5 > 40'-50' 5aO 7J. 7 52.2 6Z5 48.7 60.3 > 50'-60' 5Z2 76.6 54.2 70.2 50.6 62.6 INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CON0177ONS AND FOR ALL ROOF SLOPES. L = S7DRM PANEL LENGTH, ACCORDION SHUTTER- SLADE LENG711 OR B*MM4 SHUTTER HEIGHT PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A F.O.C. APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FQR COMPONENTS & CLADDING (PS.,F.) FOR ASCE 7-0 6r HEIG14 T - 'GREA TER THA 14c 1; JR0 BASIC WIND SPEED = 140 mph CATEGORY# BUILDINGS (1=1.00) RESIDENRAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT (h) L** LESS THAN 12--3" L- GREATER OR EQUAL THAN 12'-J" POSMNE NEGA77VE POSITIVE NEGA77YE * 60' - 70' 54.1 -99.1 491.2. 85.3 * 70' - 80' 55.6 102.0 50.6 BZ7 * 80' - 90' 570 104.5 51.8 89.9 > go, - 100, -58.3- -706.9 53.0 91.9 pry r.-I - 40FV 5.5.1 95.5 * 120' - 140* 62.6 114.7, 56.9 98.7 * 140.' - 160' 6-f. 4 118-0 58.5 101.5 > 160' - 180' 66-0 12 t.0 60.0 104.0 * '180' - 200' ZZ5 123. 61.J- .106.J * -200' - -250' 70.7 12.9.6 54.J 111.5 * -250' - MO' 73.5 134.7 66.8 115.8 * Joc' - 350' 75.9 139.1 69.0 119.6 * 350' - 400' 78. 1 143.1 -71.0 123.1 400' - 450' 80.0- 7-46.7 72.7 126.1- I> 450' - 500 81.8 150.0. 74.4 129.0 1.) THIS CER77FIED SIGNED AND SEALED WIND LOAD SCHEDUL& PREPARED BY THIS ENGINEER; --BASED ON' ASCE 7-05. SECTION 6 STANDARD. *FOR A- BASIC WIND SPEED OF 140 MPH. AND APPLI04BLE IMPORTANCE FACTORS &- EXPOSURES, IS COMPLETELY GENERIC- AND DOES NOT PROVIDE INFORMA77ON FOR A SffE SPECIRC PROJECT 2.) THIS WND LOAD SCHEDULE MUST BE SICAED, SEALED AND DATED BY TfWS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND LaADS BASED ON INS GENERIC WIND LOAD SCHEDULE. 4.) 7HIS WIND LOAD SCHEDULE SH&L BE CONSIDERED INVALID F ALIFRED BY ANY MEANS. 5.) DESICIV WIND LOADS SELECTED BY 7HE- CON7RACTOR -OR PERMIT HOLDER FROM THS IWND L04D SCHEDULE SF14U BE' INDIOUED ON A SEPARA TE DOCUMEIVT PREPARED BY THE CONMACTOR OR PERMIT HOLDER (e.g.. -SPREADSHEET. OPEMNG SCHEDULEACHART, ETC.). - 6,0,q 2- ST. LUCIE COUNTY BUILDING DIVISION REVIEWED CE FOR COPAF REVIEWED BY DATE PLANA AUDDr-0 IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE This is Nof A Maslef Dfa-wing. Valid Onl� Fof One Time Pefmil. 2007 FLORIDA BUILDItIVG CODE (M /11 7LTE C 0 TILLIF FESTING 21: EM01MEERING &W MW. fb St. Ste M5 WR&M GAWDA R. JJ169 A��fif W;87T-070'. F" . PON871-15M Eff-0006719 WALTER A. TiLur Jr. P.E FLORIDA Lic. f 44167 ? i90 10 A. E NS No. 44167 ASCE 7-05 / WIND LOAD SCHEDULES., )RM PANELS ACCORDION & SAHAU4 -SHUTTERS WIND- LOAD SCHEDULE BASIC WIND SPEED = -140 mph EXPOSURE C, Kd = 0.85 ACICARM )NES) AS SHOWN --SCALE J/8/09 DATE 08 - 059 DRA WING No WEET I Or I