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HomeMy WebLinkAboutSUBMITTED PAPERSJ PLANNING & DEVELOPMENT SERVICES DEPARTMENT EROILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 /� 772-462-1553 1 v lJ APPLICATION FOR STORM SHUTTER PERMIT DATE: E3 , 3 - 1 1 1. LOCATION/SITE ADDRESS: C a p ate. J, n.) UT Vl Jul: 2. PARCEL ID NUMBER: 4S I l- 5 O 3 - 0 O %8 - Q by- 4 'SCANIVED St l ,' ounty II SECT I I I TWP I / >I G � ! I MAP joy/ NG ti�j LU Ip INITC—F�dJ� TA 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: -xv-3% t Z %icc,.�o .N 5%••"�trS 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name: 2F_D C'a r ra t Address: 23r., City: �Je..�' 1.,1 o State: N Zip: 01(021 Phone: Zp1- 7.07 - (36*5?3 Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: C 2 C O 5-8 p i i County Cert #: Z01 S J-f 3 Business Name: C'A.%44I -"' �� •+-'t err Phone number: ZS7 ' LO 47 Concrete _Y_ 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 - (op 38R .,: 54C ATTA-Ctitip Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 1 49 -7 Z — 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. �w.4 L . 3 '3",�&4 4.4L 4W PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIG TURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF 54' "c.it ACKNOWLEDGED BEFORE ME THIS 3-"D DAY OF 20 < < BY, '�cyt j L-. 0 ,3 r1,L« WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. ll SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC SLCPDSD Revised 96/17/2010 TYPE OR PRINT NAME OF NOTARY SEAL COMMISSION NUMBER KENNETH R. iONG a . MYCOMMISSION # DD 803187 Q= EXPIRES: November 3, 2012 %3FQ.• BondedThru Notary Public Undenvnters Property Appraiser - St.Lucie County.Fj,,, Page 1 of 1 Edward Carroll Record: 1 of 1 Property Identification Site Address: 119 PEPPER LN Sec/Town/Range: 11 :37S :41 E Map ID: 45/11A Zoning: PUD Ownership and mailing Owner: Edward Carroll Victoria M Carroll Address: 79 Raum PI Bergenfield NJ 07621 Sales Information Date Price Code 5/4/2011 265000 0001 7/30/2001 220000 00 2/15/2000 100 01 1/1/1900 0 ` PROPERTY RECORD CARD <<prev Next» Spec.Assmnt Taxes ParcellD: 4511-503-0018-000-4 Account*: 134224 Land Use: SF Res City/Cnty: St Lucie C*ounty Legal Description BAY TREE LOT 12 (OR 3293-2840) Assessment 2010 Final Deed Book/Page 2010 Final: 220800 WD 3293/2840 Assessed: 220800 WD 1422 / 2144 Ag.Credit: 0 QC 1298 / 1052 Exempt: / Taxable: Taxes: 4589.13 [QiIl��7ii [�iAt�il;;7�T�Y[s7�1 Exemptions Permits Home print �,t)CIE K Total Land and Building Land Value: 95000 Acres: 0.09 Building Value: 125800 Finished Area: 1729 SgFt Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HB+ - HB+ YearBit: 1997 Frame: - Grade: B+ - B+ EffYrBit: 1997 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 0 HeatFuel: ELEC - Electric Pr n.Rors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure DWBP - Drive-BrkPav Y 1 600 AV AV 1997 1 0100-SF Res 123 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth http://www.paslc.org/prc.asp?prelid=451150300180004 7/31/2011 Phone: (800) 244,,4143 ' Fax: (772) 287*9740 www.guitshutLers.com P13®P®SAP R ALUMIldt1M& SHUTTER CORP 3001 S.E. Gram Park Way Stuart, Florida 34997 Phone ,4s/I Page No. of Pages SIince 1979 Residential"mmercial World Wide License # CRCO58017 city State Zip Cod i�- r Do N®T tIGNI THIS CONTRACT UNTIL YOU REAAE we hereby submFe specatacati=§ and estimates for. �. � , �'_�, .rt .k'•� .°�'_. .:.,..ham {0.^"-, CONDITI®Ids OF THE AGREEMENT. Im TOTAL DEPOSIT 50% W BALANCE ON COMPLETION YEAR WARRANTY MATERIAL AND LABOR n contract. This is a proposal until signed by an officer of the corporation at which time it it is understood ti�at there are no verbal agreements and all items discussed are covered by this written P P NUMB an executed contract. Acceptance byowner must be within 30 days of proposal date. Buyer may cancel this contractwithin 3 days after signing. No changes inlmeasurements will be made. Any physicai or verbal changes after signing be approved in writing by both parties. All agreements are allowed except at prices mutually agreed upon, at the time these changes are contingentupon strikes, lockouts, accidents, acts of God, weather,#ire, carrierdelays, delay orfailure to receive raw material deliveries, orby othercauses, whether of like ordtferentnature beyond our control. Owner to carry the, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gutistream until final paymentandcan be removed not paid. Elecfrlc- Buyeragrees thatany necessary electrical connections will be made at the closest sourceof power. Any changes orvariationswill be an additional charge. Interest- Buyer agrees to pay i1�mperrionthinterest onany unpaid balances. CoslsofCollectionn —Buyer agrees to be responsible for sellers attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is notmade within 10 days of completion ofthe work outlined herein. Acceptance v1preposal - The above prices, s ' 'c ion and condilipns are satisfactory and hereby accepted. You are authorized to do the workas specified. Cancellation Ne'50m of contract. Payment will be made as outlined above. f SIGNATURE ,�,(� � SIGNATURE DATE OF ACCEPTANCE: AGENT 1114111 3001 S.E. Gran Park Way, Stuart, Florida 34997 Page of (772)287-6476 - (800)24444143 FAX (7 72) 287 - 9740 Key ALUMINUM & $07WR . E-Mail: jobriem@gulfshufters,com �r�Rarjels SP -i Rollups - RU Do, It Once.* Do It Right. www.gu fshutters,com Accordion -- �'AC � Lic. OMC00231, SL 1211, PBO U-17051, CRC5801 Windows/Doors - WD Retractable Awnings - RA Since 1979 LAYOUT SHEET Colonials - CO Ultra Lattice - UL Signature IQA�l Date saleLpel-son 7Z_1 � / �' .... "y""W""Z ( 1"zz.,< , �1,141_'Iff il - Date . Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration ! Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Ma Links I Search 9 9 P 9 P s Product Approval € USER: Public User F Product Approval Menu > Product or Application Search > Application List > Application Detail ' Ems... FL # FL�389;'R3 $` Application Type Revision Code Version007 = NApplication Status Approved Comments FIN—� Archived F,r Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Technical. Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Bill Feeley lrodriguez@easternmetal.com I"a 5h tters �� s ' Acdi6rn; Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL389 R3 COI Dwq No. 08-227 Certification of Indeoendence.t)df Standard Year ASTM E-1886 2002 Florida Building Code Online Page 2 of 2 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 ..... ...... ...... __...__._._.. _..._...___ ._._.. Summary of Products FL # IlModel, Number or Name Description 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.pdf 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 Report.pdf 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. 6acic Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey Contact Us Product Approval Accepts: MFOR EChacf a 'sC%41.Yt1 f9'43 £liE[3 ,VNr6'ii�3'1� M 7'rCillRtA j YE.NSGY F 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 DACROSHIELOV 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 6063—TS 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 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY MID 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 WIT TENANT' OR HOME OWNER THAT THE H.V. LOCK@W OR ALTERNATE LC CK � 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 W1 , 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. Wn P.E. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.0_R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR -REVIEW. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. IL E�0tNc— TIWT TESTING & ENGINEERING COMPANY =5 N.W. 3Eth. St, Ste. 305. NRGINIA GARDENS. FLORIDA 33 Phone : (305)871-1530 _ Faz : (305)871-1531 e-mail: GltecoaDccl.com . EB-0006719 WALTER A TILUT Jr_ P.E. FLORIDA Uc_ $ 44167 FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System I —es—Ise I s/as/oe I UAI L: U9/U7/U8 2 GENERAL l0/27/1 DRAWING No 3 08-227 4 SHEET 5 1 OF 1-4 �^J 9 s m;1.5A 4.371' 4.857' COVERED UNDER US PATENT # 5458179 O HD 2" (610x.) B/O HEADER/SILL # 2 3.226" 1.500' ("rP ) O85' ,� nl 4.897" KIVAD'1 4DAfiTEAR"Yy1fiP� VARIES Max, I � N 0 1090" m �.3751- f �. ON H.V. 2" (Max.) DIRECT MOUNT 1.917" of .033' .083' O .060' b v 670 1.686' c 3.5200" o O HV CEILING HEADER # 1 .z5o" TYP. 0 3.000" OO 3" FLOOR ANGLE 4.576' 2.293" .7<5' I OY • .I � o l •o c 0 1.3Z5" L°iHV�CENTERMATE � (SELF MATING) .725' o TYP o VARIES FROM 2.000' TO 5.000" GB.O. WALL ANGLE �G MHVaaisa�l'tn o�?) 8�d,�l=1ADER%5{Ll�;�i Aa / gyA Si c 092'6' OJ HV WALK -OVER TRACK " CENTERMATE j 2 X Y I t 1' I 1' 0.062" 1' 2' 0.062' 2' 2: 0.062"I 2" 1 3' 0.062 , 2' S" I0.062' ®SIDE ANGLE . yJ C '� o�N- *'t- TILLIT TESTING &ENGINEERING COMPANY P 6355 N.W. 361h. SL, St& MS. NRGINIA WD075, RDRIDA 33 Phone (305)871-1530 . Fax : (305)871-1537 e-mail: 6lteca®aol.com ES-0006719 ' WALTER A. TILUT Jr. P.E. ' . ; .... •'. P.E: S /S.IGNATURE/DATE FLORIDA Ue, § 44167 FLO.RIDA 1.936' o I .093' .093" 670 J\ f 0 3.529' OHD CEILING HEADER/SILL # 2 OK HV 90'/180' STARTER (X)HV"CORNER CENTERMATE j 3 I X Y t 2" 2" 0.125"1 3' 3' 0.090" x SO CORNER POST American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (551)209-8380 ® 2009 EASTERN METAL SUPPLY. INC. BERTHA HV M Accordion Shutter SS DRAWING No 08-227 VARIES. 12" MIN. 1/4" o-20 S.S. OR 3/8.0-16 ACETA. THUMBSCREA'S. (SEE DETAILS) 0 Iu'' dLQCniNG�RO (SEE NOTES ON SHEET 4) 1.130" T � 0 .375--0 3/8"o-16 ACETAL THUMBSCREWS 1 /4" 0-2o S.S. THUMBSCREWS 1/4'-2Cx1/2' 1/4"-20-1 1/4"-20 FLAT HEAD THREADED rOIE CAST THREACED OIE = SS.M.S. I / HOUSING EWMEL BNtEO PNAEL (2 TIP.) _ RAILED PANTEO ifl o � _ nl I RESS TURN .811 75'J 318, GRASS CYLINDER LeRASS CYLNDER A: KEYS (CHROME (CHROME PIATED) PLATED) C.��y�Nar� LO�CKf.EGRESS��3eV.++sLO�K .(SEE NOTES ON SHEET 4) .250' O.D. PLASna HEAD o' - MOLDED TO SCREW .825" �4 0=2� S.S. THUMBSCREW S. • N � N .360" AFTER RIVEnNG ETJ BEFORE RNNG 1/4"0-20 RIVNUT* ® ALTERNATE LOCK (TO HV LOCK CW� (SEE NOTES ON SHEET 4) #1 LONG WHEEL #3 NYLON RECESSED SSEMBLY T WASHER NYLON BUSHING. 4T EVERY14x2 3/4" H.V. OTHER KNUCKLE ACCORDION PIN iI W/ #8 HEAD I I z LYl #2 SHORT RECESSED NYLON ^ n BUSHING. yry W in HV ACCORDION r PIN 0.188"0 AISI —\ 302 SERIES S.S. RVETS AISI 302 SERIES S.S. WHEEL CARRIAGE HV i O OE ACCORDION ACCORDION GIN PIN I �oga� I LONG RECESSED N N NYLON BUSHING rT(PCAL' �SHJTTER'dASSEM�LY SCALE: 3/8" _ 7" 00.324" .048=•Il- � *:SERIES 944.4 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. x=-:- PART # 0820. AS MANUFACTURED BY YJF{EEL`'.GARRIAGE DE�'FAlL AVDEL CHERRY TEXTORN, PARSIPPENY, - -s-y NEW JERSEY 07054 OR EQUAL. IL EC®�N�. .4 TILLIT TESTING & ENGINEERING COMPANY 6335 N.W, 361". St, Ste. 305, VTRGIMM v"ARDENS, FaMCA 33 Phone :,(305)871-1530 . Fax : (305)871-1531 if•.: �.•.. a-mdl: ®cel.com GR-QOQ46Q67t9 . .. -WATER A TIWT Jr. P.E. _ FLORIDA Uc. J 44167 P.E.. SEAL/SIGNATURE/DArE N ACCORDION PIN W/ #8 HEAD '�1l #3 NYLON i HAT WASHER a 870"x3/16" ! (15"A THICK NYLON WHEEL] r 1 LONG p2 SHORT RECESSEI RECESSED NYLON NYLON BUSHING BUSHING AADE + i DSLADF i I !#1 LONG I; I; I— RECESSED I NYLON BUSHING ' #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD -`� N.T.S. LDING CODE (Non High Velocity Hurricane O 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■ S ■ L.A■ Accordion Shutter Sysl American Shutter Systems, Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 = 0 111 F.P. DRAWING No 08-227 * NOTES ON LOCKING RODS (U) , HV LOCK R AND ALTERNATE 0 LOCK: 1. MANDATORY CONDITION f1: ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (i OR @ CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION #1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS © MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES d OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. TONAL CONDITION #2: LOCKING' RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED,TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION #2, ONE HV LOCK(5 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 @ 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 M6HDATORY CONDITION 41 VALID ONLY FOR SYMMETRICAL C S• ONE ALTERNATE LOCK W. MAY BE USED IN LIEU OF HV LOCK® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERI E LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S-S. THUMBSCREW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. OOftO O°R 7771 77LE7C :0� �c i m w ,�,----/----=---••;;'"' TILLIT TESTING &ENGINEERING COMPANY fl ,?,/_ �•^ ?- - 6355 N.W. 36th. St- St.. 305. MR=4 CARDWS. FIMIDA 33 q •r Ph— : (305)871-1530 . F°R : (305)871-1531 �r; .'/..., i s -. • EB-0006006e-m°0ad.eem 719 . WAITER A. TUB` Jr. P.E. F.E. SEAL, SIWII RE%DATE FLORIDA U # 44167 A.S.SA. American Shutter Systems Association, Inc. 4268 Westroads Drive 'Nest Palm Beach, FL 33407 . Ph: (877)999-2772 FAX: (561)209-8380 e R rE CODE (Non High Velocity Hurricane Zon, © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System q.1 DESCRIP110N DATE I 0M.j. by; F.P. mD 05-t. a/ -/°A DATE: 09/05/08 DRAWING No OR-227 t�„ WALL• MOUNTIN _f S-M' 2_T O WALL REQUIRED 0 WALL MOUNTING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON 1/4'm-20z3/4' S.S. NnTv mR cnuRINATION OF SECTIONS SHEET 10) MACHINE SCREWS USING 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY POURED 1/4"-20 NUTS ® 12- O.C. 2- MOUNTING SECTIONS CAN BE COMBINED CONCRETE 1' Min.IN ANY WAY TO SUIT ANY INSTALLATION. REQUIRED EQ LCQ Q E- D. - EDGE DISTANCE E \I (SEE NOTES k SCHEDULE ON SHEEP 11) EXISTING i" MIN. SEPARATION 2O WALL MOUNTING INSTALLATION 1- MIN, SEP/ L-1/4'0-200/4' S.S. PHILLIPS �NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4"-20 NUTS @ 12- D.C. OR CONCRETE BLOCK SHEET 10) WALL REQUIRED I_, WALL MOUNTM INSTALLATION INSTALLATION DETAILS TlWT TESTING & ENGINEERING COMPANY ?.r�,J it - 6J35 N.W. 361R SL, Ste- 305. VIRGINIA GARDENS, FLORIDA33 Phone : (305)871-1530 . Fax : (305)871-1531 e- fl: b1f.-✓e..I.— E9-0006719 WALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lia f 44167 FLORIDA BUltl 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 G CODE (Non High Velocity Hurricane Zom © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TIA Accordion Shutter System .V. N0l DESCRIPTION DATE Dnwn by. =.P. i an OS- , a/m/o DATE: 09/05/08 2 DRAWING No 08-227 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) REQUIRED EDGE OF SLAB IF L APPLICABLE E t lI rTI1 tETllRM Ai OR (T=1 1" -j MiN. SEPARATION W' TO GLASS A -JA 0 CEILING MOUNTING INSTALLATION EXISTING GLASS i i i CONCRETE REQUIRED 1 M MIN. SEPARATION Gµ 'I TO Lf55 IIIh6hXyhXy,,, TT������T7jiji EXISTING EDGE OF SLAB IF APPLICABLE POURED CONCRETE E. D.s� _ REQUIRED FLAT HEAD CONCRETE ANCHORS' (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION 1 - A I —MIN. SEPARATION TO GLASS EXISTING GLASS-1 14x3/4" S.S. HEX HEAD TEK SCREWS ® 9' G.C. OR 1 /4"0-20 -- S.S. M.S. W/ NUT ® 9" O.C. I '#10x3/4' HEX WASHER ,HEAD TEK SCREWS ® 12" Q.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET II) / EDGE OF } jgQTE; SLAB IF I APPLICABLE THIS INSTALLATION SHALL RE REMOVABLE WHEN PERFORMED NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT A14Y INSTALLATION. s E. D. m EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) I j,N CONCRETE ANCHORS i I (SEE SCHEDULE ON SHEET II) J % /. EDGE OF ADJACENT TO AN OPERABLE EXIT OR ENTRANCE 1 1/2° 1 1/2' / - SLAB IF APPLICABLE POURED - CONCRETE �REQUIREDJ / E. D.w LOORMOUN1] 0 FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING CODE (Non Hiah Velocity Hurricane Zon ' © 2009 EASTERN METAL SUPPLY. INC. , BERTHA Hq/TM - a 1 LE C O . N . . A.S.S.A. � S � A Accordion Shutter System TILLIT TESTING &ENGINEERING COMPANY - RV_ American Shutter Systems • N. DESCRIPTION DATE Dmwn by: F.P. 1 °tD W-1Y9 � DATE: 09/OS/C8 6355 N.W. 36M. 5L, St,. 305. VIRGINM GARDENS. FLORIDA 331fi A$SOCIQtIOn. Inc. � Ll �.. Ph— : (305)871-1530 .'Fez : (305)871-1531 .- if: tilt ..O.W.<<m 4268 Westrdads Drive 2 DRAWING No EB-0006719 West Palm' Beach, FL 33407 3 08-227 WPLTER A. TILUT Jr. P.E. FLORIDA U<. ti 44157 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET P.E. SEAL/SIGNATURE/DATE 5 6 OF 14 OUT (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)#10xl/2' S.M.S. To TUBE AT EACH ANGLE. (TYP) TAILS ON SHEETS 8 & 14 TI *SEE NOTES ON LOCMNC R9OSQ . HV LOCKSQ N �-EXISTING GLASS ANO ALTERNATE LOCK ©, ON SHEET 4. SEE EtiD WALL CONNECTION B R©CROOK �EXIsnrlc crass DETAILS ON SHEETS 8 & 14 II (FOR_4(IDORt1---_. .---------------------- -----------------------'i— � ' OPPOSING SYMMETRICAL 1/z CENTERMATES CENTERMATES , MIN. �tOx3/4' S.M.S. ® 12' i W LOCK W W LOCK W * SEPARATION I O.C. FULL L ENGHT. IN i ** TO GLASS I u,7 - E1c1snNG GLASS a+1 l IOR� ��-GLASS GLASS c ----N i IN *W 1" MIN. OPTIONAL SEPARATION (INTERICR) TO GlaL OOR * W U � U (EXTERIOR) W 1 � OUT SECTIGN 12 AT CORNER CENTERMATE #3 ALTERNATE SECTION 12 0 OR OUT �! `lJ SECTION 12 rrEXISTING GLASS -------------------------j'-� ------ SYMMETRICAL �* IN r-OOROOROE CR I i" 111N. CENTERMATES _GPnONu W1 � OORO,@ORO TOAGAAncsN K W LOCK * 1 (INTERIOR) 'L� IL ECO�N�. J TILUT TESTING & ENGINEERING COMPANY _ ��,� "" � :lJ �F-J 'fa:." 6366 N:N. 3fith. St. Sta. 306, biROLYIA GARDENS. nDRIDA S7 Phane (306)871-1630 (306)971-16]7 0-mail: GlteeaTJaol.eom ' ' EB-0006719 - WALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE OR O I OUT I I 6 t /2" MAX. SLACK I L I SECTION 12 AT SLACK DETAIL OF APPLICABLE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HU TM A■S.S.A■ Accordion Shutter System Ev. N DESCRWRTION DATE Drown e : F.P. American Shutter Systems 1 DATE: 09/05/08 Association, Inc. DRAWING No 4268 Westroads Drive 2 West Palm Beach, FL 33407 a 08-227 Ph: (877)999-2772 FAX: (561)209-8360 a SHEET POURED CONCRETE OR V CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHOR-� - EXISTING GLASS / t 2' MIN. Eql EO 1" MIN- I 1 I SEPARATIC'N 1/16'x� MAX. i I TO GLASS COW. ALUM. CLOSER I PLATE (LOCATE AT EITHER (LOCATES ( SIDE OFON) 1MN� DE `� I OF KtR) I 1 /2' MIN. I ,#i Oxl/2" S.M.S-' I Floxi/2'S.M.S. ----- a 16" O.0 ® 16" O.0 I SEE DETAIL X FOR SIDE CONNECTION TO TRACKS /-8-OR©OR®OR(D OR®+CORQ END CONNECTION DETAIL POUREDCONCRETEOR CONCRETE BLOCK WALL REQUIRED ^EXtSMNG GLASS r17 • Ira POURED CONCRETE OR CONCRETE / - BLOCK WALL REQUIRED EXISTING GL155 T--� >/ 1" IMIN. I SEPARATION I___ Z TO GLASS I / TAIL X FOR - SIDE CONNECTION A TO TRACKS _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS J— r i' MIN. SEPARATION TO GLASS LOOR (C, ORCORT) OR®+CORD OR(a+CDR JQ"r'"""'�='-' END ;CONNECTIONDETAIL3 END CONNECTION DETAIL 0 "" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED — — EXISTING _r (�GLYSS 10xi/2' S.M.S. i" MIN. -1 --- 0 12' O.0 SEPARATION --- CONCRETE 1/2" MIN. TO (LASS D e b_-- ANCHOR 0 120.C. I 'X. T.- �4 - (2)r 14xHV3PIN. 2" �SORO OR(E)OR(E) LGOR©OR®OR(E) - O Q END GONNECTION DETAIL 0 OR®+CORQ END CONNECTION DETAIL 5 GR + I oe —= TILLIT TESTING & ENGINEERING COMPANY •t'•/'i/' _ 6✓ / ...a„ 6355 N.W. 36th. St, Ste..., MR0114 GAP.MS, .11A MI �`'�' ` 'Phone : (305)871-1530 . Fox.: (305)871-1531 e-mad: Ulteca®aol.cam ' .. E6-0006719 WALTFR A TILUT Jr, P.E- FLORIOA Go. § 44167 P.E. SEAL/SIGNATURE/DATE CURED CONCRETE iR CONCRETE (LOCK WALL REQUIRED EXISTING GLASS 1" MIN. SEPARATION TO GLASS *USE I*OR 2" MAX - (AS APPUCABLE)x2'xt/8"x0'-2' I IT ALUMINUM CUP ANGLE ��- (6063-T6 ALLOY) AT MIDHEIGHT W/(1)f100/2" S.M.S. TOON & (2)1/4- o TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OF @ ' 5ZT SEE DETAIL X FOfiJ SIDE CONNECTION &J OR©OR(BOR(D TO TRACKS OR(3+CORD END CONNECTION DETAIL (4J ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- �OR©OR(E)ORS OR®+CORD ------ ---- -- (2)#14xl 3/4" HV PiN. (%ORO OR®ORC, OR(,B+COR JO ��. DEu7rAIL:Z DA BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 _YII•'.TT ? © 7009 EASTERN METAL SUPPLY, INC. BERTHA -HV TM Accordion Shutter System 44 DESCRIPTION DATE Drawn by F.P- an e�-Lea a/w/a DATE: 09/05/08 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 (Ps.f.) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 30 OR LES 16'-0' 16'-0' 16'-0' 16'-0" 35 14'-10' 14'-10' 15'-2" 16'-0' 40 13'-10" 13'-1a" 45 13'-1" 50 12'-5' 12'-5' 55 11'-10" 11'-10" .°-a,6011111116 �jtOLV;A ktita4w &I-Il - 6412'i-.4 " 665 10'-16 10'-10" i 1'-1' 1-1 - 1" 70 10'-6" 10'-6' 10'-9" 1 V-5' 75 10'-1" 10'-1" 10'-4" 11'-1' 80 9'-10' 9'-10" 10'-0" 10'-9" 85 9'-6' 9'-6- 9'-9" 10'-5" 90 9'-3" 1 9'-3' 9'-5" 10'-1' 95 9'-0" 18'-4 9 -V 9'-10" 100 8'-9" 8'-4" 9'-0" 9'-7' 105 5'-7' 7'-11' 8'-9" 9'-4' 110 8'-4" 7'-7" 8'-7' 9'-2' 115 W-2' 7'-3" 8'-4' 8'-11' 120 8'-0' 6'-11" 8'-2" 8'-9' 125 7'-10' 5'-8' 130 7'-8' V-5' 7'-10" 8-1 . 135 7'-7" 6'-2" 7'-9' 7'-1' 140 7'-5' 5'-11' 7'-7" 7'-6" 145 7'-3" 5'-9' 7'-5 7'-3" 150 7'-2" 5'-7" 7'-4' 7'-0" 155 7'-0' 5'-5' 7'-2' 6'-9- 160 V-11" 5'-2° 7'-1" 6'-7' 165 6'-10' 5'-1" 7'-0- 6'-e 1.70 6'-9" 4'-11" V-11" W-2" 775 6'-7" 4'-9' 6'-9' 5'-0" 180 6'-6' 4'-8" 6'-8" V-10" 185 6'-5" 4'-6' V-7' 5'-8' 190 6'-4" 4'-5' 6'-6" 5'-6" 195 4'-3' 6'-5" 5'-5" 200 6'-2° 4'-2" 6'-4" 5'13' 205 1 W-1" I 4'-1" 0-3" 5'-i' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAMMUM DESIGN LOFD ( �0R') CONC)ETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L + (ft) L - (ft) 30 35 14'-10' - 14'-10" 40 13'-10' 45 13'-i' 50 12'-5" 12'-5' 55 11'-10" 11'-10" 60 1 V-4" 1 V-4" 65 10'-10' 10'-10' 70 75 80 90 95 100 e'-9' 8'-4" 105 8'—T 7'—Tt' 110 8'44' 7'-7" 115 7'-� 120 6'-11' 125 6'-8" 130 135 6'-2" 140 F�� 145 V-9150 155 5'-5'160 165 W-10 170 6'-9' 175 6'-7" 180 6'-6" 4'-8' 185 6'-5' 190 6'-4' . 195 6'-3" 4'-3' 200 6'-2' -4'-2" 205 6'-1" 4'—t" INSTALLATION LEGEND �ONGRETE&T WOOD MANSORY..; �Pl.1L'L 01F 2, 3 1W, 2W, 3W, 0 iNTING 8e 4 4W, 5W & 6W FLOOR/CEILING MOUN?1NG, 5, 6,(/T 8W, 9W & 10W & 8• ♦ MAXIMUM SHUTTER SPAN 'L+" OR 'L.—' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. t CORNER CENTERMATE .43 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #4, SHEET 4 OF 14 !L E C ®���. 4 — TILUT TESTING & ENGINEERING COMPANY S. N.W. 3Eth. St.. Ste. 305. VIRCINIA GARDENS. FLARIpA 33 f /✓ ; f^ Y Phone: (305)871=1530 . Fux : (305)871-1531 ES-OG06719 WALTER A. TILUT J, P P.E. SEAL/SIGNATURE/DATE FLORIDA U.. 8 "167 i NO (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR .FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND '". (3) PROCEDURE TO DETERMINE .MAXIMUM SPAN FOR COM81MATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILMG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L7+`, "L2+', "L1-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM, ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) A.S■S■A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUFPLY, INC. BERTHA HV TM Accordion Shutter System REV. No OESCRIP110N DATE Dr b . F.P. t ctn oe-tae s/ae/Ge DATE: 09/05/06 2 DRAWING No 08-227 3 4 SHEET I:(eTTj 111 =111111 i ._,, •:: '�IBg Lem "' L615i .IL. h1' •; :oll �: •� :a = .7: cl�. 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SEA /TILFE C ©INS. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. Stith. St.. Ste. 305, VIRGIN& GNmENS, FLOMDA 331 —^ Phone (305)871-1530 . Fax (305)871-1531 e MG;I: Ulteco®a 1—M EB-0006719 WALTER A. TIUJT Jr. P.E. FLORIDA Ue. $ 44167 )RIDA A■S■S■A■ American Shutter Systems Association, Inc. 4-268 Westroads Drive West. Palm Beach, FL 33407 Ph:.(877)999-2772 FAX: (561)209-8380 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 © 2C09 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter Sysi OID 05-19L DRAWING No 08-227 MAXIMUM ANCHOR* SPACING (in.) SCH DUCE FOR A GIVEN MAX. SH rTTER SPAN, * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CORRESPONDING MQUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALATiONS (SEE MOUNTINGS 5. 6. 7 & 8 ON SHFi'T s) s 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: .a, IMMMOMMOM • • • - • �INY913� e • • - mmmlvv000m®0vovc�v0®m00000>®®®®®�fam 'AO�IDQ)��0000�Q0mm'DADOQ®®m����0 '•L�®m'0�00��®0'DOQDOmmm0000®®®®®�00® �m00�0��®�DDDDOm®mA000�®®®®®�®0 mmmvovc� m®moQv�00®�DOOO©®®m®I�i��Fi �mmQOQ00m®ifl000 m®m0000®®®®ice®m0® 6lm�000i�� m®m0000� mmm000a®®®®�D�i® a�mmonvv®>�®mvvvvommmvovom®®®®min ®mmmonvv©m®wvvommm�oo®a®m®mv� mmmvovo®m®mvoovv® vonot�®®®>®m®f �mm' DDDOm�®�' ODDDOm®0000i�®®�i�00®a �mm00®®0�®000000m®mOQ�®®®111Tfl0®®0©, I , 0mm0000©�®m000000mm'DD�i©®®®®m00®®' mmmmo®o©�0vovvvw�movo®®nvao©a. mmmvom©®mwvavv mmv©o®®®mv��a mmmvomm®m®m©vvvommmov©m©®®0v�mv, mmmo�®vv� �vv���mov®moo®®� mvve� mmo�®o©am�tonona®mew©vvaa®vv�o©aoi m®mom©aam�vvaaa0mo©moaa®m®o©�00 m®mp®©aaa®mon�am®o�pvaa®m®oQ®aa • mmm0®�aam®�DDOaam®�0®Oaa®®�[�-3®0©a mm0®®®aa�®�DOpaa�O®�®aaal1�DE�®aaa ©mmomoaam®mvvvaam�omomaa®m�amaaa ®mm©vaaa a�®mvvvea m®>voQaaa momm ©aao m®sEavavaa�0vavaa®mvavoaa®va>vvaav i 01®0�®Doom®m000aa®��E70©a ®m0©017a0 , m®oovmaaa®movvaa®f�0®®®a�iOmF,i®�®aa' m�mv©aam�ovvaavomm©aammmam©aav 0�0®maaaIIlm�000aa IT�i0®®®aaam0®Daa>00 mvomaaaammm�®aao ®m®�©aaammmEamaaa mmom®aaamm>�vaaa®mm�aaAmmm©a©aa my®�aaam®mvvaaa000©aa®vov©aaaa ®mm©vaaam®mvvaaa;mn©va0a®mm©vaaae ®®v®maaaa�mvvvvom�®®maan�v©o®aao ®m4mv©aaaammvvaaamav�vaaammom®©ao m®©v©0va�mvovvommvla000aEa®®oQavo mvv®oaaaammavvaa�v©'aaaavv®�aaao �m©aaaa�mvaaaa�®©vaaaam®©av®a 0®v®00oa®®mva0a�m�®maaao�v®a®aaa ovm®aaaa>®®mvaaa v©®�aaaaa�©®aaaao my®®aaaau�®mvaavav�maa0aa��vaaaaa ®' mvvoovo0��v�v�©©��vovm©�avo �>vaaaaaa®mmaaavaf�vvaaaaaavv aaav 1®it�F�30O00a�®OalQnQaO • oOt=�i�Ot3iaaa� ' ®mvov000m®maavaam��ao��»©aav v�aca�ovaommmnvava©� vvvovm©vvvvo �v©aooaam®maavaanaoaaaao®®�naaaav TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ (A) TO EXISTING POURED CONCRETE: (Min. fc - 3 kai) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. Vc v 3 kal) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 3 W.) 1/4.0 BLUE TAP CONCRETE.ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Ve = 2 ksl) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR. REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 ksi) - NOTES: Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM, EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM .FOR WALLS WITH NO STUCCO. 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 'WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A2) 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 T.T.W. BUILDER. - 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS; AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND i' MINIMUM FOR WALLS WITH NO STUCCO. 3.3) 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) & 82) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS wrH 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. LEW THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALLNOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP IN/ CAP TAPPER + MIN. SPACING E.D. MIN. SPACING = 3' MIN. SPACING - 3' MIN. SPACING - 3 1/0 MIN. SPACING - 3' 3 3/4" 4" POURED CONCRETE & CONCRETE BLOCK MUL ED 3. _ FOUNT WL ED-3 1/2" ODNM;Er. NAY ED.=2 1/2" POURED CONCRETE & CONCRETE BLOCK 04, EO.3 1 2' POURED CONCRETE & CONCRETE BLOCK NIL ED."3' pplpEp CO TE MIN. EA-3 1/Y COJCFMiE f3.00X MR EM-2 1/Y 3' 1.0 o.sa t.o 0.78 1.0 0.e4 t.a 2 1/2- - 0.81 1.0 - 0.67 1.0 2' _ - 0.71 - - - 0.51 - 1 T®t4a�exma a�.n 0.43 - 0.35 - FLORIDA BUILDING CODE (Hon High Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6356 N.W. 361h. St, Va. 305. MRGM WOENS. RDRIOA 331SE Association, Inc. Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive - ,al! tilt-Mal.- EB-0006719 West Palm Beach, FL 33407 • WALTER A TILUT 31. P.E. PH: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURE: DATE FLORIDA Uc. g 44167 f BERTHA HV TM Accordion Shutter System _ DRAWING No 08-227 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. •SHUTTER SPAN. NEGATIVE DESIGN � LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) !EE=-3 L_J- B !E3 T FR' .o. T E SOUTHERN PINE No. 2 W/ 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 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W, & 10W WALL MOUNTINGS 1 PJ; 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1 OW WALL. MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (Pst) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (Psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 1 40 160 1 75 90 1105130 40 60 75 90 105 -0' OR LESS 12 10 10 9 8 8 6 6 6 6 6' 5 12110 10 9 8' 8 6 6 6 6 5 4 12 10 10 9' 8 8 5' 6 6 4.5 4 3 6 5 4 4 4 3 4'-p" 12 10 10 9' 8 8 6 6 6 5 4.5 .4 12 10 1014�5 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 fi 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 108 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10_4.5 6 5.5 3.5 3 2.5 2 12 10 ,10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7 _0^ 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12110 10 3 6 5 3 2.5 2 - 72 10 10 7 3'- 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 112110 10 7.5 4.5 3 6 15 3 2.5 2 2 12 10 10 - 5.514 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5- 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5- 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 -71'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4- 4 3 2 - - - 12 10 - - - _- 3 2.5 - - - - 6 5 -?2'-O" 12 10 4.51 - - - 4.5 3 2 - - - t2 10 3- 3.52.5 - - - - -12 10 - - - - 3 2 -6 513'-0" 12 10 - - - - 4 3 - - - 12 10 -- 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 414'-0" 12 10 - - - - 4 3 - - - - 12 7 "- - 3 2 - - - - 12 5 - - - - 2.5*2-,,- - - 6 315'-0" 12 - - - - - 3.5- 12 - - -3 - - - - - 1.5 - - - - - 2-- 616'-0" 123- ' 12 - - - 2.5 (- - - - - 11 - - - - - 2 - - - 6 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"¢ TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDS( W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.$) -DOUGLAS FIR W/ 0=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL 6E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER L ECO mC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. NRGINW GARDENS, FLORIDA 33 -s Phone : (305)871-1530 Fox : (305)871-1531 e-moil: Ulteco®aol.com' ... EB-0006719 WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNAtURE/DATE FLORIDA uc. 111 44167 BUILDING CODE (Non Nigh Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. A.S-:a" AN American Shutter Systems Association, Inc. 4268 Westroads Drive West ,Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 I BERTHA 14V TM AccordionI Shutter System 1 ou as-1s, ,/osiae UA1C: vv/u./GS s raPmN wrrM a0vutcm w/Z,/,c -DRAWING No 1NREAOFGRM IECHNCLp4Y 3 1 1 1 08-227 `WALL.FlNISH INSTALLATIONDETAILS ON EXISTING WOOD BUILDINGS_ 1/4.0 TAPCON OR - 1—SEE SHEET 3 FOR TYPICAL TAPCON WITH ADVANCED SHUTTER ASSEMBLY. J—THREADFGR. TECHNOLOGY r-1/4°0 TAPCON OR 2—MOUNTING SECTIONS CAN BE W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED COMBINED IN ANY WAY TO I I OF THREADED AREA TO ; THREADFORM TECHNOLOGY SUIT ANY INSTALLATION. EXISTING WOOD HEADER, W/ 1 1/2° Min. PENETRATION (5(E SCHEDULE ON SHEE7 16) OF THREADED AREA TO EXISTING W000 HEADER. / F CR © 1 %' I (SEE SCHEDULE ON SHEEP 16) 1/4"0-20x3MI /4" S.S. MACHINE I 1" ND S � TION i i i A $ \7 i+ 1 \ I'' 1. SCREWS Wf 1/4'-20 NUTS I NNli s ` I Q EXISTING CLASS ---I \ \ / I I{ E WALL I S+ � I r't FINISHII 1t III WALL I L�1 ! FINISH I ( NC MIN. �IXTWOOD ,ESTING MIN. I II II jjju ivy { ! N ORHEADER QU- - ED © , EXISTING I I I { I :2"x4, WOOD \ GLASSY I I 9 HEADER REQUIRED 1/4.0 TAPCON OR 3 I 0 I I A 1" MIN. SEPARATION I `I 1 MIN. SEPARATION 1 II 1` ) TTAPCON HREADFORM ADVANCED TECHNOLOGY TO GLASS I I i I EXISTING TO GLASS III 1 1 I ;� I I GLASS --I I 1 }t 1 i 1' f W/ 1 I/2° Mi'i. PENETRATION 1 n I }I { I 1 OF THREADED AREA MICWIOTH OF WOOD PLATE. 2%4' CONT. SILL ` (SEE SCHEDULE ON SHEET 76) , W WALL CONNECTION AT TOP 2�V WALL CONNECTION AT TOP PLATE REO'D. 3W WALL CONNECTION AT BOTTOM EXISTING I I 1 I GLASS ' II 9 I I t' MIN. SEPARATION I I ) 2 II s EXISTING. WEGLASS I CLASMIN. SEPARATION MIN. SEPARATON REOD PLATS TO GLASS EXISTING TO CLASS I I x III I class---IIFINISH WALL < i I I I T L�J.I :. IL 1 u III il, WALL 7<-K {{ , FINISH {I X I E z E '• Ill lil ! 1 { .. II { WI - WOOD PLATE / 1 � ` ) I I REQ'0. �'I ' y' 1 1 ; {5 - .qI" Min.—+ 0 TAPCON OR I I' )' ' )I `- III 1 Ll 4'0-2Ox3 4' S.S. MACHINE ' I! �t° Min.- TAPCON 7 0-2ax3 4" S.S. MACHINE I l ( 1 1 S TAPCON WITH ADVANCED / / 1'r1 I I •t /T / SCREWS W/ 1/4"-20 NUTS I 'j�/� (}, y{1i SCREWS USING 1/4--20 NUTS THREACFOR61 TECHNOLOGY 1 i 11 1 0 12" O.C. rV 2"xT CONL /4'0 TAPCON OR 0 12" D.C. 4 1 1Y/ 1/2' Min. PENETRATION OF i . L` ( 1I i ' CL \_TAPCON WITH .ADVANCED THREADED AREA INTO PLYWOOD. 1 1/4°0 TAPCON OR ;SILL PLATE THRFADFORM TECHNOLOGY I REQ'D. (SEE SCHEDULE ON SHEET 16) APCON WITH ADVANCED , 1 11� W/ 1 1/2° Min. PENETRATION 1/[ MIN. COX THREAOFORM TECHNOLOGY 1 t; I OF THREADED AREA 8 1 /2" MIN. COX PLYWOOD REq'D. ' PLWJC00 REO'D. W/ 1/2" Min. PENETRATION OF MIDWIDTH OF WOOD PLATE. LIXISTING MIN. 2"x4" STUDS '0 15' O.C. MAX. REQ'0. PLYWOOD TO BE J WALL FINISH THREADED AREA INTO PLYWOOD. ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 76) �W WALL CONNECTION AT BOTTOM 6W WALL CONNECTION AT BOTTOM 4© WALL CONNECTION AT BOTTOM scatE: 3/a"=i" FLORIDA BUILDING .CODE (Hon High Velocity Hurricane Zone) 2009 EASTERN METAL SUPPLY, INC. >_ BERTHA HVTM w�llIllllllIlIllllllllII\ L �L ECOINC.■S■S■A■ Accordion Shutter System '• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E"' " DESCRIPTION DATE Oravn FP./LG 6355 N.W. 360. SL, Ste. 303. VIFGINl4 GNiDENS, fIARIOA 331 I OLD Oe-196 s/eya4 DATE: 09/05/08 Phone 305 871-1530 . Fax : 305)871-1531 ASSOCIOtIOne Inc. ( e-maa: GOeecoaol.com 4268 Westroods Drive z 1Tt �0RL1 TeC NOLo� to/zT/7 DRAWING No 'cB-0006719 West Palm' Beach, FL 33407 - 3 0$-227 ''%r�,j 'I . .. • - - WAUER A TILLR Jr. P.E. FLORIDA lia. 4 44167 Ph: (877)999-2772 FAX: (561 )209-8380 a SHEET P.E. SEAtf51GNAit))2E/DATE 5 13 OF 14 - - EO EO 2' MIN.--7 4"z8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL I( I{ EDGE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD ' BEAM TO BE CERTIFIED BY REGISTERED OR EXISTING WOOD TO ARCHITECT PRK1R TO SHUTTER PRIOR INSTALLATION. O _ t I TRUSSES OR RAFTER a 24" O.C. REQUIRED 1/4'0 TAPCON OR E Q j / / TAPCON WRH ADVANC' � I IXISf1.NC SCFFIT Maz. THK. THREADFORM TECHNOLOGY W/• 1 1/2" Min. PENETRATION 114x3/4- E0 EO 1'x4"z1/8' CONT. ALUM. TUBE OF THREADED AREA TO EXISTING WOOD BEAM '/ EQ EO ' S.M.S. 411 6' O.C. . (6063-T6 ALLOY) W/ (3)5/16'm (SEE SCHEDULE ON SHEET 16) r I LAG SCREWS TO EACH RAFTER OR E OR O TRUSS. LOCATE I t I I LAG SCREWS AT MIDWIDTH OF EXISTING W000 I ITE;P1. E OR O I I MEMBER, (2" Min. NOMINAL I OPEN HOLE AT EACH WIDTH) W/ 2" Min. PENETRATION II I STUD TO ACCEPT I I I OF THREADED AREA VALID FOR 5/16'0 LAG SCREW I INSTALLATIONS WITH 72 f MAX. DESIGN LOAD AND 9'-0" MAX. EXISTING tAT GLASS—ISPAN. CENTER OF TUBE. I I THIS INSTALLATION IS ONLYVALID FOR WOOD W/ MIN.I 1" MIN. I SPECIFICC GRAVITY OF' 0.50 ASSEPARATION.- DOUGLAS FIR OR SOUTHERN PINE TO GLOSS I No. 2, OR EQUALIXGLAS GLASS i A 7 HOLLOW CEILING MOUNTING INSTALLATION SOFFIT gy MOUNTING INSTALLATION _ mi I I 1 MIN. A _ �Cc F—SEPARATION 6§ �5 IX _ \ TO GLASS F 2"x4" MIN. WOOD STUDS._ (AS APPLICABLE) WALL FINISH EXISTING GLASS 1" MIN. SEPARATION TO GLASS LLD -1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ITW BUILDEL ANCHORS © 6' O.C. W/ 1 1/2- MIN. THREADED PENETRATION INTO MOB OR W/ MIN. 1/2" THREADED PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. `1/2' MIN. COX PLYWOOD. 1 /2MIN. - _ - Q10x1/2" S.M.S. ® 16" O.0 SOR (DOR ©OR OR QJ ORQ+® (� END CONNECTION DETAIL - 1 W & 4W 1/4'0 TAPCON OR TAPCON 2"x4" MIN. WOOD WITH ADVANCED THREADFORM ' TECHNOLOGY ITW BUILDEX STUDS REGl. ANCHORS 'W/ 11/2' MLN. EXISTING GLASS THREADED PENETRATION INTO STUDS 0 12" O.C. 1' MIN. SEPARATION TO GLASS , ,,. ,,,., DUSTING " I 1' ,I I 12.1 I ' I LOCATION 7�/e r - GLASS� DECK REQUIRED II mN#I0/4HEX 3DMIN. WOOD O /8 MIN I WASHER HEAD TEK - (NO FINISH 2'x6' -MIN. WOOD DECK SCREWS ® 12" O.C. ALLOWED) REQUIRED (NO FINISH ALLOWED) \ 2. MIN. E G EDGE OF DECK EDGE OF DECK) IF APPLICABLE IF APPLICABLE 1� E.0- A NO 0. j GE — —J- / 2"_ MIN. OF DECK IF /��L+�� 1 ,. WALL © FINISH 1/4"a TAPCON OR TAPCON WITH 2' MIN. 1/4"m TAPCON OR TAPCON \flTH W/APPLICABLE TECHNOLOGY ADVANCED i.. PE 1/2" Mi.. PENETRATION ADVANCED THREADFORM TECHNOLOGY 2" MIN.— OR OR C OR B 1� lr Q ERA OF THREADED THREADED AREA INTO WOOD DECK. NOTES. W/ 1/2" Min. PENETRATION OF OR J7 ROI +(B (SEE SCHEDULE ON SHEET I6) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) END CONNECTION DETAIL 5 9 FLOOR CONNECTION IN ANY WAY To SUIT ANY INSTALLATION. FLOOR CONNECTION SCALE: �1A 3/8" = 1" \_% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©2009 EASTERN METAL SUPPLY, INC. F., :,:".a BERTHA HVT"' Il w & &A■ Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV• Nc DESCRIPTION DATE Gm bY. F.P. /LA a �'./�1�:["f�t-"- •,t:,,, 6355 N.W. 36fh. St Ste. 305, vutGwlA GnRDEnS, FLORIDA 3318 Association, Ina. I a� os-1ae a/os/oe DATE: 09/05/08 ay�.".. tt, ifli err•l b,'..^ Phan.: (305)871-1530 . Fax: (305)871-1531 e-ma°: LTtecmDraal.eom 4288 ;destroads Drive = TAPCON WRr1 ADVANCED THREADFORMTECHNOLOGY °/:7/1D DRAWINrG� No 'As,r.�; "x'(: •Z•'";?� Ee-0006719 WALTER A. TLUT ar. P.E. West Palm Beach, FL 33407 3 Q$—L27 1' P:E. SE'AL/S116 )A�`1 IDATE FLORIDA U. # 44167 Ph: ( 877)999-2772 FAX: ( 561)209-8380 4 SHEET 5 74 OF 14