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HomeMy WebLinkAboutSUBMITTED PAPERSI PLANNIe4G & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION SCANNED 2300 Virginia Avenue BY Fort Pierce, FL 34982©l1 772-462-1553 St. Lucie County APPLICATION FOR STORM SHUTTER PERMIT PERMIT NUMBER: 1 I ` 0 V Ve 1. LOCATION/SITE ADDRESS: I Z3-1 1148 OpV b�owr 2'�QS t S%) (,,:, - 2. PARCEL ID NUMBER: LjL4 2• (,o " 80 -7 - CO S L{ " j -- p o 3. 4. TYPE OF STRUCTURE: SFR ADDITION OTHER_ 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: fir' - �q FL Reg/Cert #: C GC 115 11 13 % Address: County Cert #: Z �P (o (D City: PA1.,k, 0-;4 / State: �'�- Business Name: �u.�nt�v.�wi4�- -�'r ��.,(�+v carp Zip: 3 -Ma Phone: 33 (c - Phone number: Type of Surface attachment: Wood Frame Concrete ) Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor.Spacing Removable Panels Accordion - LOO 389 •3 '�`� c•�s titcD Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCED URE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ % t Z 3-tQ FEES DUE: /" OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. n )A �1— ni PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF��; ACKNOWLEDGED BEFORE ME THIS 3r� DAY OF.�, 20 I BY, 1 1 "7�!y 1&1 Y WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER SLCPDSD Revised 96/17/2010 KENNETH R. KING ,- MY COMMISSION # 0 803187 EXPIRES: November 3, 2012 ':pF�yQe•'Bonded Thru Notary Public Underwriters Property Appraiser - St.Lucie County; -' Robert Berg Record: 1 of 1 Property Identification Site Address: 12418 HARBOUR RIDGE BV 6-7 Sec/Town/Range: 26 :37S :40E Map ID: 44/26N Zoning: Ownership and Mailing Owner: Address: Robert Berg Cecelia Brack 1614 SW St. Andrews Dr Palm City FL 34990 Sales Information Date Price Code 9/26/2006 167500 01 4/1/2005 335000 00 11/4/1996 275000 00 10/2/1992 280000 00 Page l of l PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4426-807-0047-000-8 0 Account #: 130347 Cli Land Use: Condo City/Cnty: St Lucie,County j n Legal Description SOUTH SHORE VILLAGE UNIT 6-7 (OR 2204-2439: 2672-1779) Assessment 2010 Final Deed Book/Page 2010 Final: 208500 WD 2672/1779 Assessed: 208500 WD 2204 / 2439 Ag.Credit: 0 WD 1047 / 1936 Exempt: WD 0810 / 0511 Taxable: Taxes: 4333.5 BUILDING INFORMATION 10 Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 208500 Finished Area: 1949 SgFt Exterior Features 3200 View: Lucie RoofCover: - RoofStruct: - Riv ExtType: X143 - SShoreVillag YearBlt: 1992 Frame: Grade: XSHA - SthShoreVilA EffYrBlt: 1992 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: - PrmintWail: - FuliBath: 0 HeatType: AvgHt/FI: STD 1/213ath: 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. YrBlt. No. Land Use Type Measure Depth 1 0400-Condo SVC -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prclid=442680700470008 7/31/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3621681 OR BOOK 33V PAGE 1198 ecorded 08/24/2011 at 0 PM AFTER RECORDING -R T) - Gldls(ream Aluminum & Shuitef Gulp. 3001 SE Gran Park Way Small, F134997 772.287.647(i PERMIT Nn1/ADFR I( O S . O o5 NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement willbe made to certain mia property, and in accordance with Clmpler 713, Florida Slalues the following information is provided in the Notice ofConunencemem'-I�1%ip• pU1 � OV M'7 " 000 -,9 I. DESCRIPTION OF PRopen ,(Legal description and Street address, if available) TAX FOLIO NUMB ER: SIIDDIVISION ab-Afti'w�v q, V1\\6!a ., rita It— I.nr uI nr•. nu,•r rr 6-1 (2-4t$ 41-tz 6✓ (a'i 2. CCNERALDESCnIPTIONOFIkIl'ROY'Ea1CNT: I I — /1 3• OwNcrimFORMATION: o.Nama Fo104, I —Q -%• l.,ob! I 16Vw •K b. Addrev I b1+F 5i,-I ✓ 1 ri^Oiawr la 1. 1pw k- C;t (— —A A......6" ao.,w ^f �f d. Hain uW:xYu treoff,, simple tillehonde,(ifodv:r man.mer Ol pfSA TRq d. CONACfoRSS 'S NAME, ADDREAND I'11ONE NUMIIER: /r4IM/rAI rh AI m N *.Yla ilG✓ lc✓ 7 6 7Z) 2 8 7 GAI-r o 5. SURETY'S NAME,AUDRESSAND PHONE NIIMDER AND UONDAMOUNT: �`- 6. LENDER'S NAME, ADDRESS AND PRONENUMDER: Nk& 7. Persons within ilia Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Slabilo: NAME, ADDRESS AND PRONE NUaIDER: _ g. In addition to himself or herself, Owner designates ilia following to receive a copy of Ilse Liellor's Notice as provided in Section 713.13 (1) (b), Florida Slawks. a NAME, ADDRESS AND PRONE NUMUER: 9. Expiration dme of notice of commencement (the expiration dole is I year from•Ihe date of recording unless a different dale is specified): 20_ (� •IglmrurS a of Ownr o er Prinl Name And Provide Signiiiiii s Tlfld (lice Owner's Aulborized Officer/Direelor/Pormei'/DI:nnJ State of Florida county or i The foregoing instrument was acknowledged before me this day of -!a_ pBy .ft�,3•t,- ce.13441211- IUfrIG as i�,lA1(,Ir.lrs pr (name [person)' type ofaul orlty,...e.g. officer, trustee, allonrey in fact) For 7 •,(name firmly on behn f of wl n (nslmmenl was exe mud) Personally l;l A F idemification: I,(y (;OIMIISSgN g pD gd'7069 r _-f I I •,,1 U�,1 /� -'- •:,Y/ EXPIRES. Fabruaryfl.20fa (Signoiure of Notary Public) goaded!TNV Notary Public UndarmMal Under Penalties of perjury, I declare that I have read The foregoing and that the facts in it are we to ilia best of my knowledge and belief (Section 92.525. Florida Statutes). Sl1. (s)orO%vO )orO.rnrrfe ban_rue..iDwecrorrPnnnrrTMonnearla,oi�+e,�ednbm•e By(ri7 Y�y Res .01.0907 (S.Reawding) STATE OF FLORIDA ST. LKIE COUNTY __.-.t-krTtJATTUICt� A THI' TRL ORI By: 0 Fldv da BJt, LT- i Code Online Page 1 of 2 0,py FILE " -. BCIS Home i Log In User Registration ` Hot Topics i Submit Surcharge Stats & Facts Publications { FBC Staff BCIS Site Map Links € Search `.product Approval 'USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail . FL # FL3s9 R, THESE PLANS AID A�� PROPOSED Application Type evsLon WORK ARE SUBJECT TO ANY CORRECTIONS Code Version 20'd'7 REQUIRED BY FIELD INSPECTORS THAT Application Status Comments Approved MAY BE NECESSARY IN ORDER TO Archived MOO WN �� p OW _ ._ _ . AL A Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive - West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com CONCE490 FASTENERS OR ATTACHMENTS Authorized Signature Bill Feeley ARE THE RESPONSIBU YOFTHE Irodriguez@easternmetal.com �NiVI CONTRACTOR OFRECORo Technical Representative Address/Phone/Email ST LUCIS COUNTY Quality Assurance Representative BUILDING DI N Rol � Address/Phone/Email FOR CO REVIEWED BY Category 3z-,,�� . xSh e DATE A • • ' O Subcategory AgCeoGdign PLANSD PERMIT', MUST BE PT ON JOB OR NO INSPECTION WILL BE. MADE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer y' 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 Dwa No. 08-227 Certification of Independence pdf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 Florida Building Code Online Page 2 of 2 It t 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 2002 2002 1994 _.............. ._.._...I ..... ..... ........ ....... ._.............................W......_...-........_..__........._..................................__.._..._...._....._......................__.....__........._..;:........................_....._......._........_._..._.._.._..._...................._..._....---......-...-....-......._.-__...__..__... Summary of Products FL # Model, Number or Name IDescription 389.1 Bertha HV Accordion Shutter- Blade 1 Only- (Non-HVHZ)- Drwg Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R3 II Drawing No. 08-227 Revised.odf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large missile level "D" max, span is 16-0" for FL389 R3 AE Dwq No. 08-227 Product Evaluation Reoort.odf 30.0 p.s.f (for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within Created by Independent Third Party: Yes High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Back Pdeut Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval �Accepts: ® RE 'rCCll.Yit}SU CRit.S° ?rutigd m uE:RaPY i 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 • FAX (772) 287.9740 E-Mail: sales@gulfshutters.com www.gulfshuffers.com License #CRC058017 ORDER FORM Fr®tected by Cmuss ti 4h CW ALUMINUM & SHUTTER CORP. Since 1979 Name "i >-, ! `% : ci s? - Date `Sul-divisionAddress Ati .j r viv�.� ✓ _ City State Zip Phone (Home) ,, `�6 � � ��� V- (Work) Approximate Installation OPG # TYPE OPENING WIDTH OPENING HEIGHT TRACK COLOR COLOR PANEUSLAT GAUGE STACK R/L LOCK 1/0 REMOVABLE TRACKS BUILD OUT MOTOR/ CRANK STORM BARS APPLICATION FLOOR �y �p ! , , Electric: Buyer agrees that any necessary electrical connections will be made at the closest souce of power. Any changes or variations will be an additional charge. DO NOT SIGN THIS CONTRACT UNTIL YOU HAVE READ ALL CONDITIONS OF THIS AGREEMENT Interest- Buyer agrees to pay a 1'/2 % per month interest charge on any unpaid balances. Costs ofCollection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the eventful] pay ent as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal - The above prices, r' specifications and cone' ions are satisf ctpryr2 d hgeby accepted. You -are a prized to do thejrl�s specified. Cancella Ion Fee 20% of contract.. Payment will be made as outlined ab ve. Date 'i, i Salesperson l�c�� /`-'; � �-i X/ /4-1 Date 7V Q'/i ! Signature-`{ .4.\ - —--- -s ' Gulfstream /,rfumirfum and Shutter Corp. l j i Page i of Key Storm Panels - SP Accordions - AC Bahamas - BA Colonial - CO Rollups - RU Lexan - LX Garage Brace - GB Application Key Wood - W Block - B Stucco Over - SO 7 �/l DEPOSIT 50% - 3 �- BALANCE ON COMPLETION It is understood that there are'no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at tl time these changes are made. ' physical or verbal changes aftersigr•L., 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 Workmen's Compensation Insurance. All material is property of Gulfstream until finalpayment and can be removed if not paid. AR GUARANTEE a 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287 v 9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Special Instructions: Page �)_ of Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL r, Signature Date Salesperson /<�= �r �,l //) L® Date -7/,'q/// GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WiND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201. TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS 2.- BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD@ COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PENS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU-FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PLACE WITH WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCKOR ALTERNATE LOCK ® MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK Q , OR AN EGRESS H.V. LOCK 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. 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. (a) 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 WELL 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 SUB411T 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. ' L E C 0 i.- TILLIT TESTING & ENGINEERING COMPANY E355 N.N. 3M. SC, See. 305, YRGINU GARDENS. FLORIDA 33 '�/' Phone : (305)871-1530 . Fa:: (305)871-1531 e-mail: 6lt ..a. l.... •i., ` • '..' • �.; • • :` ' •'/T' .G1LI :.: •' E9-0006719 %MTER A TILUT Jr. P.E. FLORIDA Uc. Q 44167 E. SE'Ali1lAtEiRE/DATE A7SI AmSmSmA■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High city Hurricane Zon © 2609 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System 1 ol➢al-lee 9/e5/00 1 UAIr u`J/w/ua 2 GENERAL 10/27/1 DRAWING No 911 0R-227 1.4 4.371" 4.857" A�BPAD�E�� COVERED UNDER US PATENT 1# 5458179 OF HD 2" (Max.) 13/0 HEADER/SILL # 2 3.226' 1.500, 085" � nl (TYPJ 4.897" LY" FAY ADJ ADAPTER�Wj�LIP VARIES 2" 1.918" Max, I I o t� o ID9D' I N .375"/a. O H.V. 2" (max.) DIRECT MOUNT 1.917" o .083' .OB3' 0 0 .060' 6b ,1 670 686' 1. o 3.520' O HV CEILING HEADER if 1 3.556" 670. 2.226' 0 82� O� 4+ 0.72' L 0.72- 3.226" I� HV YADJ =TRACK 4.576" 2.293' .715' m( 'O c1.325" d7�% © -Rift .'(SELF MATING) TMP- O o - 3.000" OO 3" FLOOR ANGLE 125" TIP, O VARIES FROM ZOO' TO $A00' _ Q 'B:O:WAIL�AIVGLE� P.E. SFJ+ /51GNATURE/DA 42 0 a p 670" ham/ _ 072 ro! of o m .815, 2.09 " 4.431 OJ HV WALK —OVER TRACK OM HV FLOATING CENTERMATE # 2 /7iTrEc ®INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 351h. SL, Ste. 30S, MRGINIA WR001S, FLOMM 33 Ph— : (305)871-1530 . Fax : (305)871-1531 a -mail: tiltenca-cam EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA L1a. # 44167 n4J 0 .093" .093' oml� o n ,670 I--� 3.529' + EOHD CEILING HEADER/SILL # 2 O HV 90'/180' STARTER G HV CORNER CENTERMATE # 3 I X Y t 2" 2" 0.125"1 3- 3' 0.090' X GLECORNER POST FLORIDA BUILDING CODE (Non High Velocity_ Hurricane Zone, A.S.S.A. American Shutter Systems Associations Inc. _ 4268 Westroacs Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 02009 EASTERN METAL SUPPLY, INC. - BERTHA HV w- Accordion Shutter System 'EV. No DESCRIPTION I DATE 1 Drawn by: F.P. 1 — oa-- -/d,ro5 DATE: 09/05/08 2 DRAWING No 3 08-227 4I SHFFT VARIES. 12' MIN. #1 LONG 3 E 1.130" WHEEL #3 NYLON [--RECESSED 1/4• 1-20 S.S. OR 3/8.0-15 ASSEMBLY T WASHER NYLON BUSHING. ACETAL THUMBSCREWS. AT EVERY (SEE DETAIS) OTHER ACC14X2 DIO H.V.- (SEE KNUCKLE i ACCORDION PIN -- - -- ._ - .._ rn t11 1 � I W/ #8 HEAD .r .375'm 1 • r 3n 2 SHORT F n! I °LOGtCit, �L' NYLON (SEE NOTES ON SHEET 4) 3/8"0-16 ACETAL 1/4" 0—ZO S.S. BUSHING. I' NNE THUMBSCREWS THUMBSCREWS �'! ° HV-' BLADE —HV ACCORDION !.I; ACCORDION n t/r-2ox1/2• I/4•-zo 1/4•-20 PIN + PIN FWT HEAD TRREZ1E OIE CAST THREZ7 IDEZ CAST 1 D.1BB"0 AISI S.S.M.S. ® rH0U51NC ENAMEL HOUSING ENAM0. BARED PANTED E,*ED PALMED 302 SERIES S.S. (2 M'S RIVETS 3�8 n EGRESS V1. AISI 302-SERIES S.S. .ei75I WHEEL CARRIAGE 318" BRASS CYUNDER E PtA & KEYS (CHROME (GNRONIATm) PLATED) AO 1 HV -- ;S' HV i, BLADE ACCORDION ©=H V�LOCKj EGRESSf:+LOCK ACCORDION PIN PIN .875' m (5? NOTES ON SHEET 4) u.K .250. O.D. I PLASTIC HEAD o1 = I MOLDED TO m SCREW +.825" S:S:"`i'HUMBSCREVJ N .360" AFTER RIVETING BEFORE RIVETING 1/4"0-20 RIVNUTx ® ALTERNATE LOCK (TO HV LOCK n (SEE NOTES ON SHEET 4) i �zv 1 LONG RECESSED, N NYLON BUSHING 4 • ���: c. TYPIC�'ALStUTTER"A°SSEM` BLY 00.324" ` NP. 8 95 #:SERIFS 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, - 'G?` T�L'T`.=n��.�` PART a 0820. AS MANUFACTURED BY CWREELzCARRIAG�DETAIL A.VDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL N.T.S. IL E.CO INC. {- TILUT TESTING & ENGINEERING COMPANY h% �1,.�+,. 6355 N.W. 36th. SL, Ste. 305, MRWxw GARDENS, FLORIDA 33 ".fVLrf�( Pnone : (305)871-1530 . Fax : (305)871-153T EB—OQQ67OO6719 - WALTER A TIWT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U.. j 44167 14x2 3/4" H.V. ACCORDION PIN W/ P8 HEAD NI #14x2 3/4" H.V. ACCORDION PIN W/. #8 HEAD I , i #3 NYLON �I n HAT WASHER''-; N 15"0 0,870"x3/16" THICK WHEEL 47�"0 —i I 71 LONG ,2 SHORT RECESSED NYLONSED NYLON BUSHING BUSHING OEFM —NYLON LONG [---#1 RECESSED BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD N.T.S. BUILDING CODE Non High Velocity Hurricane Zorn © 2009 EASTERN METAL SUPPLY, INC. TM 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 BERTHA HV - Accordion Shutter System EV. N DESCRIPTION DATE Omwn by: F.P. I ow oe-"v o/ww DATE: 09/05/08 2 DRAWING No 5 08-227 4 SHEET 5 3 OF 14 * NOTES ON LOCKING RODS (U) . HV LOCK A AND ALTERNATE J) LOCK: 1. MANDATORY CONDITION ill ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK @) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO/JL OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION 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 d OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2: LOCKING' RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 12: ONE HV LOCK (3 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK e) SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Q AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER. SCHEDULES SHOWN ON SHEET 9. 5. ALTERNATE TO MANDATORY CONDITION #1 VALID ONLY FOR SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK W MAY BE USED IN LIEU OF HV LOCK® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNAtE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO © OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7• F.E. SEt1L/'5iGoATURt)DATE TILLIT TESTING & ENGINEERING COMPANY 63SS N.W. 36ft St- Ste. 305. VIRONW GARDENS, n.OROA 33 ?bone :.(305)971-1530 . Faa : (305)671-1531 e-m 1: tilt—ftoi _om EB-0008719 ER WALTA. TILLIT Jr. RE FLARIDA Lie. # "167 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 IS E CODE (Non High Velocity Hurricane Zan 02009 EASMRN MRAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System mn os-tw z I I I DRAWING No 08-22% 1�3HS > 08£a-6OZ(L9S) :XVJ. ZLLZ-666(LL9) :4d L04££ ld '40o98 Wlod MM anlJ DOJ Sa 0 SP 11a M 89yZ4 .�VI •VC1101002 a r SWB}SLiS Jann4S LWOIJGLUV ■TV. 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SEPARATIONI' I I TG CLASS i EXISTING U� �PPLICABLE EDGE OF SLAB IFI POURED E. 0.#--I CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION i I T" A tAIN. SEPARATION � TO CLASS EXISTING i I GLASS--t' 0 I g14z3/4" S.S. HEX HEAD TEK I �_ SCREWS aD 9' C.C. OR 1 /4'0-20 S.S. M.S. w/ OR ® 9" O.C. -j10z3/4' HEX WASHER HEAD TEK SCREWS ® 12' O:C. CONCRETE ANCHORS - (SEE SCHEDULE ON SHEET 11) / _EDGE OF S lEj IF } jgQg; I APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED H 0.. ADJACENT TO AN OPERABLE EXIT OR ENTRANCE NOTE FOR COMBINATION OF SECTIONS: I- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. k E. D. - EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) /j � / 4/ EDGE OF t 1/2 " 1 1 2' SLAB IF APPIJCABLE CONCRETE REQUIRED---" E. D.- FLOOR MOUNTING INSTALLATION t ® FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA GUILE IL E C O .N.. A.S.S.A. ,�,�;: ., American Shutter Systems . TILL.IT TESTING &ENGINEERING COMPANY GJ55 N.W. 36tb. St., Ste. 305, AIRGINIA GARDENS, FLORIDA 3316 Association, Inc. Ph.ne (305)871-1530 . Fez : (305)B71-1531 e-mail: nueee®am.eem 4268 Westroods Drive EB-0006719 West Palm Beach, FL 33407 WAL.TER A. TILUr Jr. P.E. FLORIDA Ue. B 44157 Ph: (877)999-2772 FAX: (561 209-8380 ) P.E. SEAL/SIGNATURE/DATE CODE (Hon High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV T"' Accordion Shutter System le DESCRIPTION DATE Or—n by: F.P. ma oa-1ae ,roa/ta DATE: 09/05/08 DRAWING No 08-227 a. D WALL CONIMPMON DETAILSON SHEETS ..{" * SEE NOTES ON LOCKING R',JOSQ , HY LOCKSQ 0 U T FWI N I, EXISTING GLASS MID ALTERNATE LOCK Q. ON SHEET 4. �RO OR OOR� OFORO+0ORb) I `��JJ 2'x2'x1/8•x0•-2 A 1-T6 ALLOY) ALUM. I (2) 1/4-0 TAPCON I 1/2- TORS TO CONCRETE (TOP/BOTTOM} & #10x3/4' S.M.S. 0 12' EACH ANGLE TUBE (1YP)1 I O.C. FULL LENOHT. I I < EXISTING CLASS 1' MIN. SEPARATION TO GILA- i� _F— SEE END WALL CONNECTIOt — — — �Exlsnnlc class DETAILS ON SHEETS 8 & 1 — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — j 6 1 /2' 7" `I 3 1/aa OPPOSING SYMMETRICAL CENTERMATES c CENTERMATES 1' MIN. J C LOCK W1 LOCK w * SEPARATION 1 I * TO GLASS * * U OUT �f OR I ",I I--, SECTION 12 AT CORNER CENTERMATE joa r, On ROO OR! Mg -, =7-; *� � L OR 0 SECTION12 0 UT POURED CONCRETE OR EXISTING GLASS rCONCRETE BLOCK WALL — — — — — REQUIRED SYMMETRICAL * IN r-(y )OROOROoR I 1' MIN. K CENTERMATES aPnaNu W1 I OORO�ORO SEPARATION w LOCK * (INTERIOR)- ------------ F H I J TO GLASS CONCRETE A ANCHORS ® /\ A 1—. — — i 16'• O.C. / ALTERNATE SECTION 12 <. ..:''•.y 'L ECQ INC. TILLIT TESTING & ENGINEERING COMPANY N:N• 30t St. Ste. 3.15, %I..lA GARDENS. RCRIDA 33 ,. Phone (305)871-1530 Fax (305)971-1537 e-mail: tilt eeoaaol.eom EB-0008719 ' WALTER A TILLIT Jr. P.E. 67 FLOR:OA Uc $ 4tI P.E. SEAL/SIGNATURE/DATE O " OUT 6 1/2- MAX. SLACK SECTION 12 AT SLACK DETAIL (IF APPLICABLEi FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon O 2ocs EASTERN METAL SUPPLY, INC. BERTHA HIV TM A■ S ■ S ■A■ Accordion Shutter System American Shutter Systems Ev. N DESCRIPTION DATE O awn by: F.P. 1 DATE: 09/05/08 Association, Inc. DRAWING No 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 FAX: (561)209-8360 1—. SHEET POURED CONCRETE UREO CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALL OR CON CONCRETE /� �—J \ BLOCK WALL REQUIRED 'i OR CONCRETE BLOCK WALL REQUIRED OR CONCRETE BLOCK WALL REQUIRED REQUIRED i EXISTING GLASS I EXISTING GLASS NC CLASS CONCRETE ANCHOR � ®. 16" O.C. EXISTING GLASS � — � _/F r 2° MIN 111 / � T 1" MIN. 1° MIN. EQ I EQ 1" MIN. TOALASSSEPTION I SEPARATION i1 I" MIN. II/ I I SEPARATION 1/16'x3" MAX. (60634E)— TO GLASS SEPARATION TO GLASS CONT. ALUM. CLOSER PLATE (LOCATE AT ETHER 1/2" r --J— TO GLASS (LOCATE ID f, EITH R SIDE �J SIDE OF NO) 7� l *USE i' OR Z" MAX.. OF ) N (AS APPUCABLE)x2"xi/B"x0'-2" �^ 1/2- MIN. I ALUMINUM CUP ANGLE I (6063—T6 ALLOY) AT MIDHEIGHT 1 ----- #10x1/2" S.Ma—• ® 16' O.0 ----' W/(7)110z1/2. 5,1d-S. fftOxi/2"S.M.S. ----- TO ON & (2)1/ti0 TAPCONS TO WALL 1. O.C. / SEE DETAIL X FORJ (LOCATE SIDE / (LOCATE AT EITHER 510E OF©) I k SIDE CONNECTION l^'J SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO SIDE CONNECTION &J �ORQ ORQOR® SIDE CONNECTION ORQORQOR(E) TO TRACKS TO TRACKS /_ ORQORQOR® OR(q+(DORQ END CONNECTION DETAIL n POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Z_�cE(ISTING GLASS I I'MIN: ORQOR®ORQ OR®+QI QRQ OR®+CORQ oR(_B+QoRQ END aGONNEC0 dfq:'_DETFAl END CONNECTION DETAIL ) � �„_ END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED OR V CRETE BLOCK WALL EXISTING ORQOR®ORQGLISSOR®+QORQ #10.1 1' MIN. —1 SEPARATION - _ _ ____�_____CONCRETE 1/2" IN. TO GLASS 1r a y—_____ /. — ANCHOR 0 12' O.C. (2)j14x1 3, HV I i 2" V—SORQ OR®OR© �ORQ OR©OR END CONNECTION DETAIL 5O OR Iq+( OIiQ END CONNECTION DETAIL © OR(D+CORQ .. _:.... ::.. ILI E C TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., St,, 305, ViRMA WDENS. FLCFLDA 33 ' phone (305j871-1530 . Fax : (305)871-1531 " .. a-ma9: Niteca®aoLw EB-0006719 WALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLOMDA Uc. 9 44167 (2)# OR( t(DORQ 'f P ,N. I#kOAfmw A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non Hieh Velocity Hurricane Zoi © 2009 EASTERN METAL SUPPLY, INC. BERTHA-HV TM Accordion Shutter Systen J DESCRIPTION DATE I Drawn by-, F.P. m o,—tea ,/as/oa DATE: 09/05/0 DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. "ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (P-1.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L.- (ft) L + (ft)l15-2- 30 OR LES 16'-0' 16'-0" 16'-0' 35 14'-10' 14'-10" 15'-2" 40 13'-TO" 13'-10" 14'-2" 45 13'-1' t3'-4"50 12'-5' 12'-8'55 11'-10' 12'-t" K12'-5* 65 10'-10" 11'-1' i V-11" 70 10'-6" 10'-9" 11'-5" 75 10'-1" 10'-4' lt'-1" 80 9'-10" 10'-O' 10'-9' 85 9'-6' 9'-6" 9'-9' 10'-5" 90 9'-3" 9'-3" 9'-51' 10'-1' 95 9'-0" 1 8'-9' 9'-2' 1 W-10" TOO8'-9" 8'-4' 1 9'-7' 105 8'-7" 7'-11' 8'-9• 9'-4" 110 a'-4' 7'-7" 8'-T 115 B'-2" 7'-3" 8'-4" 120 8'-0" i 6'-11" 8-2 125 125 7'-10" 5'-8" B'-O" 8-5" 130 7'-8' 6'-5" 7'-10" 8'-1" 135 7'-7" 6'-2" 7'-9' 1 7'-9" 140 7'-5" 1 5'-11" Z T-6" 145 7'-3' 5'-9" 7'-5' 7'-3 150 7'-2' 1'-7" 7'-4' 7'-0' 155 7'-0' 5'-5' 7'-2' 6'-9• 160 6'-11" 5'-2' 7'-1" 6�-7" 165 .V-10' 5'-1" 7'-0" 170 6'-9" 6'-11" 175 6'-7" 4'-9° 6'-9" 180 6'-6" 4'-8' 6'-8" V-l0" 135 6'-5' 4'-6" 6'-7" 5'-$° 190 6'-4" 4'-5" 6'-6. 5'-6" 195 6'-3. 4'-3" 6'-5" 5'-5" 200 W-2' 4'-2" 6'-4° 5'-3' 205 MAXIMUM SHUTTER SPAN "L+" OR "L-'` (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS K (SEE NOTE t) . MAXIMUM 061CN LOAD (p6R -) (+ OR CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CBUNG MOUNTING L + (ft) L - (ft) 30 16'-0' 16'-0' 35 14'-10' 14'-10' 40 13'-10" 13'-10" 45 13'-i' - 13'-1" 50 12'-5' 12'-5" 55 t V-10" t t'-10" 60 11'-4" 11'-4" 65 10'-10' 1O'-1O' 70 10'-6" 75 1o'-1' 80 W-10" 9'-10• 85 9'-6" 90 9'-3" 95 W-0" W-9" 100 8'-e' 8'-4" 105 8'-7' Y-rI" 110 8'-;r 7'-7" 115 8'-2" 7'-3' 120 8'-0• 6'-11 125 7'--10" 130 135 7 -7" 140 7'-5' 145 7'-3" 150 7'=2" 5'-7' 155 7'-0' 5'-5' 160 6' 165 V-10" 170 6'-9" 4'-11" 175 6'-7: 4'-9" 180 6'-6" 185 6'-5" 190 6'-4" 195 200 6'-2" 205 INSTALLADON L QEND NGRETER ^@ANS�,�Y. WOOD W7w 1 2, 1W, 2W. 3W, 4W. 5W & EW FLOOR/CEILING 5. 6, 7 8W, 9W & MOUNTING & 8 low ♦ MAXIMUM SHUTTER SPAN 'L+" OP. "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psi. 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 + 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 DEI RMINIE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CJUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING .MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "LI+', "L2+', "L1= AND "12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM. ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO .DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING /11LIECOINC. A.S.S.A. TILUT TESTING & ENGINEERING COMPANY _ American Shutter Systems Wig, �/ ✓ : R,w- S335 N.W. 36th. St., St". MS. NRGIM1A GARDENS. FLORIDA MIS(A$$caiQttOn, Inc. ' Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive ' .. EB-0006006719 West Palm Beach, FL 33407 ' WALTER A TILUT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATLIRE/DATE FLORIDA Uc. )f 44167 CODE (Non High Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV 1M Accordion Shutter Syst 4.1 DESCRIPTION I DATE I D— by. c1A u- 4 lom DATE: 09/ DRAWING No 08-227 5 p mmm>Eaovvommmovovommma>ffavoc�m®aavovvammmvoovmmmmoQoflm • nfsoo ononmmmss0000mmmvovvommmvoovommmoonao •- mm onoo©m�m�000 : oQamm©mrivammmva�aoammm©oo© - mmaimnommmmvoomommmonnoommmonova®mmvo�0mmmoonoo mmmonvvommmonovo mmmonvsaommt�n>vofavammmavv®ammmonomm mmmovv©m�mmmvommmonno�mmmmoo odm® oemmmon "�'r mmavoovoa�mr�v®aaommmv®manmmmamm+�lo ®mmvoo»nmmmovnommmmvo�ommaoovaammmaovvammmoon ®mmmvvomammmvoovm ®mmoss®aauammvovma0mmvovv©mmm©oaonammvo�lva®mmono� mmmvonvammmvvvammmmvv�ommmvvaanmmmoo an®moron®®n ®mti-�vom©ammmor�nmammmonnvomm�®Qaaammmmm®aammmmmmna mmmoomonmmmvonmam©mvonoommmons�oammmvvQonmmmonnoa ' mmmvav©aam�mmvvoaammmvon®®mmmomaan�amm�o>onmmmo®>ae - mm�n©®sammmovo><aammmvvov®®mmv©vaaa�mmonmaammmmnaea mmmvooaammmv�vammmono>va®momsasaammnm®aaammoom©ea a�mmov©annmmvam®amm aovvammmovaaaa>.mmv111111 monoaa 'mmmomaaommmvovaammmooms�ammm®aaaammmnmanommmommaQ mmmv®®aammmovvan®mmoonoammmvaaaammmm>Eaaaammmn�omen mmmm®annmmmvomnammPonoanmmmvoa nmmmonQanm®moo�aa �mmmo®©aammmvo®aaassmmonnoom®>Eaava�ammo®®anammo®mean mmmm©aaaammvaaaaa�m�oQ�aammm©oa>vammmvoaanmmmo® as aammv©annmmmoor�nnmmmoovnnmmmaannnmmmmmannmmm®maea mmmmoaaammmv®aaamlmmovaaammm©aaaamm�®aanmmmooeaa �mm0mmnanasmmv®oaammm>Eavaon®m©>voaanmffim©aaaamm®©®ana >igmmoaaanmmm®mnana�mm ®nnnm®mrvaannm®®nnaanm mmm mmmvonQnmmmvvannaammgonnnmm©aaannmmomnavnmmeeememm min©®anaminas©®aaammmEaoaaammaaaaoamm®vaaaa��maaaa ©®©® ovovmmm ©000aimmvoaQmwvvvao®voo�eme�e®see mm0®©ann OmmQ©aaa 0®m0000� 0m�aa0 0m®vOnna misil�7iae0a mmavmnan m®movaan®0aaaa� �Onoaaaa �i�©a�aan i��©isaeae ®mrrinoaanmmmavannmmmaaavn®m©avaaammmonaanms�maaeaa vaaaaammm>omaaammmaaoanoovaaa®m000avn®mmaseae mmmnoaonaimma®loa anmaannmmonnanneeenaoesee m mmmoonnaammaaaanmoaooannmo®aanaaImeaeea ®m®aaa�mmmaooaamm0aaaaanm©®aaanmmmonaanensc�eneaaaa m min©voannmmvavaanammannnn��avmooamooaananreeseee mm>vvaaan0mmavoanmmmnannnm nvvaaniimmmonaaa�e�r:>.desee MEW===aao6lm0A0vanmmaomaa00ma0aaaa0ma0aa ai[ll6ldel�asa ®m®an�nnammonooan0moaaaaammaaaaaaEamaonao�omr.�eeasea ' lal�aaaasaa0®vO0va0mmo0aoaOIID®avaaaa�i�aaaaaaRf�il7�lsesse mmaanaanmmoavanammvaaaoamvavoaaa�c�aaaaasessse mmaovaaa mmavvona asmvaaaaa vEaavvaaa ooaavaaa nr:>.aoaeea [avas�ooaa0maavaaammQaaaal�mQavvaaau�maaaaaa�ee�emaaaa. ' mv000aaam®aaoaiaammv�aao moavoaaam®aaaaaasnee��e ®�oaanammnlavvonmma avnnMEnavaanimnnaanaaar�e>s>seae �ma�apvvoaamovaovaamavaaoaa®aaaaaaa®aaaaaaar0aeeoae �nO0o0oa �00010v0o�ooni000000vQoav0000000eml.esesese EN maao0aaamavavnnaastavaaanaaavaannmaaaaaaaenesesess wvovaoo �ovvvovo ee��sesase �ivvoovQo wvavovvo ®ovow� aavo>oa000aaoavanaafsesee m0000aOa 000n0a0n Oa�aOayd F�in0all0aa0 �n=i000a0 R�seessef3l - IL EC o ,.7\ A.S.S.A. y _ TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems ' £ f 6355 N.W. 3611L SL, Ste. 305. `IRGIMA GARDENS. FLORIDA 331fi iDri Phone (305)671-1530 . Fax (305)871-1551 e—mail: ®aal.cam 268Association, 4268 Westroads Drive Ee-a0060067Te West Palm Beach, FL 33407 ,.. WALTER A. TILUT Jr. P.E. Ph: (877)999-2772 FAX: (561.)209-8380 P.E. SEAL/SIGNATURE/DATE FLORIDA U. j 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 11 CODE (Non High Velocity -Hurricane Zoni © 2009 EASTERN METAL SUPPLY, INC. BERTHAW TM Accordion Shutter System 4. DESCRIPTION DATE Craven by, F.P. /L = os-I.. ./-/m DATE: 09/05/08 TAPCOIN THREAR�i.ITMTECKNONGGi,.a v, 0/27/10DRAWING No SLUE TAP W CAP h TAPPER! 0 p— r7 n 7 MAXIMUM ANCHOR* SPACING (in.) scHEDurE FORA GryEN mAx. 4H ITTFR spAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE B OCK INST L ATIONS (SEE MOUNTINGS 5. 6. 7 & S ON SHEET 6) n. •F1OR • ••• •• m m®' ®' m®' ©' �' m�' ®' ®' ®' ®©' m' MIM E ®' ®' ©' m, mm®' ammooavo0®0vovvv0mmvovvo®®mmmi)fm0�' ' A>vo©Qa®a,aavotvaamm000toQ®®®ma®i��l •- azmaQaaonmmmorovvommmanov®®®®®�rvo mmmrvanromm®ri�Tvvoommmooa©m®®®�vua�®! iinmmoaaro®m®mrvvvvo mmmv oav®®®®®mmaa 0mmoaarv©m®�vvvomm 000®v®>®®mv�o , riammTvaaa®ast®�tonvv®m�vonot�®®®mrv®� mmmoom©a m®monnv©�i©mnm©m©®>in�®v®ma ammoana�m®avnvvv mmonam®®®atmonma mmmrva®®omlm0ontvvommavrvam®®ri�rv®®rv© . mmlmvaaa©m®monarvoa®mnnc�i©®®®®moro®® 0m��i�®OQm®m00atOt00mn�fal0©O Q!®m0 �©®��Daa00�®0�O©Da �®DDOtO©a ®mnl�3©pia rommvarr�m®m®riavaanrorv®r�ao©®©®®0rvi�©®a �i�mmv®a®maa®mlvauarvaiw®��aa®mm©®©aa m®mrono©orv®rsa�an�orommrv®®rv©®®®moron©v rv®mtommoa�®avaaivommoo�marv®®�rv®roes ®mmi no�aQam®mov111211111ommmom© mmo�®o©am®�vona®macro©aa®Homo©aa mm�n�aaam�vamammaamvaa®m®v©aaa mm0n�oom®�i �om�mm m000�i®�w� mm©®®®aaa®avvvaamo®m®aaa�n�®aaa, ®mr:�rv®oaaria®a�vaaaam�v®omao ®mom®maaa �mOQa�aa�®avvaaaamv®m as®L'�0®®®aa . . �a�®vam®�OODaO�®OQ�i�va�30�0©®va Mmmeo>voam®mvvveo m®�avatoamom®©vaa �Eaa©vaaaa®mvavaa®�aavvaA®vo©vaaa a�mammrvaam®avooaa®mm©rv©aa®mv©viv a mmEaoamaam®mvavaami�v®®®aa>®mo®mm�a mo>amvaaaria�vaavovom®rvaa®mi�a�vaaa 01a�a®®aaaa�onlvaa i®0®®®aaamn®vaaaa ®ov�aaaam�mm®aaa ®a®mc�©aaa®mm>Eavaao ,mmnm®aaam®�naaa®m�voaaa®mom©v©aa mn®a®aaam®�aaaanoonaaaanoo>oaaaa mmm©oaaam®mvvaaaimoavaaaa�©vaaaa ®®rv®�aa��mvvaaa®�®®®aaa�n©v®aaa ®a©orvam®mvaaaamovmvaaammom®©aa KOM©v©aeaa�mvvaaammv�aaaaarv®®vaaaa ®vv®vaaaaaarvaaaa�o© aaaavv®vaaaa mmm©aoaam®mvaaaaimm©vaaaam®©v a m�tv®vvoa®m�mvaaaa®m®�aaaa�n®a�avn '� roam®aaaa® mvaaaav©maaaaa�©®aaaaa my®®aaaa0®mvaaaavm®aaaaammoaaaaa r�rvaaaaaa®maaaaa�o® aaaaavm®©aaa �rv�aaoaaa®aaaaaa�oal�aoaaaa®©v©aaa �o®v0000®�vvvoo�ovaoovo�vv�vvvv �m®aoaaaa®maaaaa aa�momaaaa ®mc�aaooaa�aaaav�aoo�m€�©aaa one>v000am®0aanaa©mnaaaaav�vaaaaa �v©aaoaam®0aaaaavavaaaaa®m�aaaaa TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f c = 3 ksi) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c 3 k i) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c 3 ksi) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksT) - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR. REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min, f c = 3 ksi) NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH .ADVANCED THRWFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A.2) MiNIMUW EMSEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS•SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 'NALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS. MANUFACTURED BY I.T.W. BUILDER - 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS; AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. f - 1/4% 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 UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 8.2) MINIMUM EMBEDMENT OF 1/40 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 SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND i' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON WNYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. .EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED, REDUCE ANCHOR. SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATE) FOR EACH ANCHOR TYPE - FACTOR ACTUAL EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THREAD TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING E.O. MIN. SPACING = 3' MIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' 3 3/4' 4' POURED CONCRETE & CONCRETE BLOCK MN E¢=3' POURED CONDETE1 MN E¢•3 1/Y COHOEfE BUCK NL"1 E0..21/2' POURED CONCRETE & CONCRETE BLOCK M:'N. E¢=3 1 Y POURED CONCRETE & CONCRETE BLOCK MIIL ED.=3' p"M Co,0'£7E IdN, ED.-3 1/2' C(YJa£iE B.00X MN. ED.•2 1/Y 3' 1.0 0.90 1- 1.0 0.78 1.0 0.84 1.0 fl0.71 - -0'51 - (�+�. mrs - 0.43 - 1 1/2' 0.35 1 IL ECA �N�. TILLIT TESTING & ENGINEERING COMPANY 63SS N.W. 361h. SL. St.. 305, WRGINA GARDENS. FLORMA 33 Phone : (305)871-1530 . Fax : (305)871-153I e—main: 006®uOl.eam. EB-0OG6719 WPLTER A TILUT Jr. P.E FLORIDA Uc. 111 44.167 FLORIDA BUILDING CODE (Non High Velocity Hurricane © 2009 EASTERN 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:,(56l)209-83ao IBERTHA HV TM I Accordion Shutter Svstem _ DRAWING No 08-227 WALL. FNISH 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY. W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) ` ' { — \_FISTING MIN. I 2'x4' WOODEXISTIN I I HEADER REQUIRED GLASS—) ! I I i J 1" MIN. SEPARATION I TO GLASS I I I I! 1W WALL CONNECTION AT TOP EXISTING GI155--q -1" MIN. SEPARATION WOOD FLATEE TO GLASS a I I i VFWALL INISH ± I I ! FALLATION' DETAILS ON EXISTING 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1HREADFORM TECHNOLOGY _ W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO —. EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 1/4"0-2Ox3/4" S.S. MACHINE I" MIN. SEPAR 1• ..�19 SCREWS W/ 1/4--20 NUTS ?0 GLASS 12' O.C. Q EXISTING 8 CUSS-4 E 7 6 WALL Wlra _ II{II �T 7T7 fi rT�_ FINISI II 2"x4" WOOD HEADER REQUIRED 0 EXISTING I' MIN SEPARATION_ GLASSTO GLASS 21 WALL CONNECTION AT TOP EXISTING 1' MIN. SEPARATION I I I CLASS —I TO GLASS I 1 1 I I t - t/ I I Y � �I •� �.i.� LI. CIF 10R© / Cl 1 t 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY { l ` W/ 1 I/2" MLA. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. 2'x4' CONT. SILL '+ (SEE SCHEDULE ON SHEET 16) PLATE REQ D. 3W WALL CONNECTION AT BOTTOM 7 I 1 MIN. SEPARATION t ! TO CLASS I I. EXISTING I I GLASS-6 II 9 WALL- -T,= FINISH 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4 O WOOD PLATE w i F oR C REO'D.1" Min. Q p I Q Q ( i 1 /4'0 TAPCON OR '! Ll 4'0-20x3 4" S.S. MACHINE I1' 1.1in. NE TAPCON WITH ADVANCED { ' ! 1 \ SCREWS 1V/ 1/4"-20 NUTS I (' 'pt `' 1{ ''{t I SCREWS USING 1/4'- OC NUTS 4 i THREADFORM TECHNOLOGY j '/ t 1/4"0 TAPCON OR W 1 2" Min. PENETRATION OF `' ` `1 ' ® 12 O.C. F 2"x4" CONT. ® 12' O.C. / / I TAPCON WITH ADVANCED THREADED AREA INTO PLYWCOD. 4 1/4'0 TAPCON OR - 1�SILL PLATE I THREADFORM TECHNOLOGY 1 (SEE SCHEDULE ON SHEET 16) / 1 `\ �APCON WITH ADVANCED t REO'D' ` 1 t W/ 1 1/2' Min. PENETRATION 1/2" MIN. COXO'D.. THREAOFORM TECHNOLOGY { I. OF THREADED AREA 0 1/2" MIN. COX PLriV00D REQ'D. PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF - MIDWIDTH OF WOOD PLATE. EXISTING MIN. 2"x4" STUDS 0 16" O.C. MAX. REO'D. PLYWOOD TO nE ( WALL FINISH THREADED AREA INTO PLYWOOD. - (SEE SCHEDULE ON SHEET 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F_B.C.J (SEE SCHEDULE ON SHEE 1B) gHJ WALL CONNECTION AT BOTTOM - 4W WALL CONNECTION AT BOTTOM WALL CONNECTION AT BOTTOM SCALE: 3/8"=T" FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 02009 EASTERN METAL SUPPLY, INC. BERTHA HVi'l TMi- (L E C O ���. A■S.S.A■ Accordion Shutter System "' . REV. N DESCRIPTION GATE Drawn by: F.P./L0. --' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 1 aw as -tee 110/0 DATE: 09 05 08 ` 6J9a N.W. 36N. St., Ste. 1 NPGLYIA GARDENS. FLORIDAFLDRIOA d316 - / / Phone : 305)871-1530 . Fax : (305)871-1531 Association, Inc. ( 4268 Westrodds Drive z TAPCON RM ADVANCED 1o/21/1 DRAWING No e-mail: Glteeo®aal.com ThREADFORM TECHNOLOGf EB-DO06719 West Paim Beach, FL 33407 O8-ZZ7 WALTER A TIUJT Jr. P.E. 3 .. t ,i. FLORIDA.L'c.1 44167 Ph: (877)999-2772 FAX: (561)209-d380 4 SHEET P.E. SEALJSIGNA'TOj E%DATE 5 13 OF 14 EQ EQ 2° MIN. 4'x5'�(Min.) EXISTING WOOD 2'x4" MIN. BEAM REQUIRED. STRUCTURAL j 'N000 SPUDS. EDGE (IF APPLICABLE) ADEQUACY OF WSfING WOOD BEAM TO BE CERTIFIED BY /I ( ) (AS APPLICABLE) REGISTER'+ OR ARCHITECTDPRIOR TENNEO SHUTTER / EXISTING WOOD INSTALLATION. / / �' WA•I• TRUSSES OR Q Q FlNISN� /2_ OTC. REQUIRED t 1/4-0 TAPCON OR I EXISTING GLASS TAPCON WITH ADVANCD / / I L �_ FIT THRE^DFORM TECHNOLOGY cC'SL1P;C SO, / / / W/ 1 1/2" Min. PENETRATION I 3/4' Max. THK. OFTHREADED AREA #14x3/4' EO EO EXISTINGO WOO BEAM S(SE SCHEDULE ON SHEEP 16) 1° MIN. U.S. 1'x4'x1/6' CONT. ALUM. TUBE B�EQ EOT� (6063-T6 ALLOY) W/ (3)5/16'0 '0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY NW BUILDER ANCHORS ® S' O.C. W/ 1 1/2' MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2' THREADED PENETRATION TO 1/2' COX PLYWOOD IF NO STUDS DUST. '--1/2' MIN. COX 06 O.C. i - -- - PLYWOOD. I LAG SCREWS TO EACH RAFTER OR SEPARATION I E OR O TRUSS LOCATE LAG SCREWS AT E GR O TO GLASS OR® 1 MIDWIDTN OF EXISTING WOOD 1 1 I MEMBER, (2' Min. NOMINAL I W OTH W OPEN HOLE AT EACH ) / 2' Min. PENETRATION II 1/2' MIN. STUD TO ACCEPT 1 1 OF THREADED AREA. VAUD FOR 5/16-0 LAG SCREW I I INSTALLATIONS WITH 72ps/ MAX. EXISTING yyyyI LLII 1 1 _ _ _ AT CENTER OF TUBE I I —1 I r 'j c 10x1/2' S.M.S. DESIGN LOAD AND 9•-0' MAX. GLASS 3 P SPAN. THIS INSTALLATION IS ONLY I I 1 �16' O.0 1 I � VALID FOR WOOD 1Y/ MIN. I I I 1" MIN. I SPECIFIC' GRAVITY OF 0.50 AS I iOR ®OR �R —SEPARATION—I 0 UGLAS FIR OR SOUTHERN PINE I Iw I TO GLASS I No. 2. OR EQUAL I I' MIN. I I OR Q)ORO+(p1 EXISTING I� I� SEPARATION CLASS I I TO GLASS I I I ZT I t 1 I A I I I A END CONNECTION DETAIL 1,1 W & 4W © HOLLOW CEILING MOUNTING INSTALLATION g� SOFFIT MOUNTING INSTALLATION 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 1 ; 2'x4" MIN. WOOD TECHNOLOGY ITW BUILDIX I I I STUDS RE01. ANCHORS W/ 1 1/2' M!N. 1 I I ! 1' MIN. EXISTING CLASS THREADED PENETRATION I I EXISTING SEPARATION I INTO STUDS 012' O.C. j 1' MIN. I i A Y TO CLASS \ \ \ \ \ t-5'cPARATION I I � I GLASS\ I TO GLASS I I \lI \ MIN. I 1 NTE EPARAT TO GLASN J II CHOR II I CATION (LOTI . GL:SO+ 1 /a M4. 2"x6' MIN. WOOD #10/4^ HEX 3/8 MIN WASHER HEAD REQUIRED IiA (NO FINISH 2"x6"-MIN. WOOD DECK SCREWS ®' D.C. - \\ ' ALLOWED) REQUIRED (NO FINISH ALLOWED) MIN. - EG EO EDGE OF DECK EDGE OF DECK 1'- ®.© f IF APPLICABLE IF APPLICABLE—_E.O__. E0. DGE OF \ ..:. 2_ MIN. DECK IF `WALL APPLICABLE 1/4'0 TAPCON OR TAPCON WITH 2' MIN. = 1/4"0 TAPCON OR TAPCDN WITH ©OR(BOR©OR FINISH ADVANCED THREADFORM TECHNOLOGY ADVANCED THREADFORM 7ECHNOLOGY 2" MIN' W/ 1/2" MI.. PENETRATION OF NOTES. W/ 1/2" Mi.. PENETRATION OF OR(J)OR@+(g THREADED AREA INTO WOOD DECK. 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET is) 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SCHEDULE ON SHEET 16) END CONNECTION DETAIL 5W FLOOR CONNECTION IN ANY WAY TO SUIT ANY INSTALLATION. t1 FLOOR CONNECTION SCALE: 37E" - I" FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ..� '•.� ;� . f, .` ©2009 EASTERN METAL SUPPLY, INC. BERTHA HVTM ASSA ■ ■ .- ■ Accordion Shutter System � , „• EV. N DESCRIPTION DATE Omwn by., F.F. /LG TILLIT TEST]MG & ENGINEERING COMPANY American Shutter Systems 1 aoos-1s6 9N+Na DATE: 09 OS 08 �'. .. C ^: 6355 N.N. 36th. St.. Ste. 3D5, 'ARGINIA WDENS, FLCPoDA 331fi / / Phone (305)871 -1530 . Fa:: (305)871 -1531 Association, Inc. ;• OF:;. ? ai't3" .: a -mall: Uteco®aol.com 4268 Westroods Drive 2 TAPCON ATH ADVANCED D/n/1 DRAWING No TMftFAOFORM TECHNOLOGY EB-0005719 West Palm Beach, FL 33407 3 FLORIDA U. 08-227 WALTER A TLUT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 Cd` i1'U. !) 44167 4 SHEET P.E./SIGNtfTC1RE/DATE 5 14 OF 14 a