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Home My WebLink AboutSUBMITTED PAPERSDATE: ' E PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT PERMIT NUMBER: Lucie County I l o l o�g 1. LOCATION/SITE ADDRESS: 99(0Q S. CCua-, '-d-v. -a ��Qn (3��Q, 4-4 3495� 2. PARCEL ID NUMBER: (P Dt-- oou} - Opp 74 SECT I j,,, I TWP I 1 - I RNG I -I MAP ,y / I ZNG 1, j LU 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR ADDITION 5. OWNER INFORMATION Name: "bee.,_ Z.V,-z, Address: 9pl o S. �,,� , -A �� f Citydj,P-Ak-n (&Q-kcL, State: . Zip:Phone:_ 1--- '3oS % Type of Surface attachment: Wood Frame L� INIT OTHER X 6. CONTRACTOR INFORMATION FL Reg/Cent #: e" ( ,St w 13 County Cert #: 7'(tG4 I !f . Business Name: efuk �l'Qet.M ALLM. 4 S" o+`^ J Concrete X Phone number: Masonry _T Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # P Method of Attachment As per Product A ngineers P Approval or C Anal sis 120 mph 130 mph 140 mph 140 Exp, C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion 111. l 38j a,3 � Roll Up Colonials Other AL,L, rKVUU1.10 OHALL uV LAISELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 245'936.06 FEES DUE: OWNER'S AFFIDAVIT: 1 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. PRINT NAME OF OWNER OR NTRACTOR/QUALIFIER SIGNXfCJRM0&F I CONTRACTOR/Q BIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF7j:t`y , 20 t t • BY, I I =-► x n—%'Aq WHO IS PERSONALLY KNOWN TO ME OR WHO AS PRODUCED AS IDENTIFICATION. '"-"`�" ✓ �`�'`,,.>�.ry KENNETH R. KING t� .., \SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY 'e4 UAV COMMISSION # DD 803187 TITLE: NOTARY PUBLIC COMMISSION NUMBER z', o�: LEXPIRES: November3 2012 SLCPDSD Revised 96117/2010 �pf;tw ' BonoeoThruNotary Public Undereers Property Appraiser - St.Lucie Count} rTJ Kathleen R Evans (TR) Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 704 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Kathleen R Evans (TR) Address: 9960 S Ocean Dr #704 Jensen Beach FL 34957-2453 Sales Information Date Price Code 4/16/2010 100 0130 3/3/1994 160000 00 7/1/1985 0 01 7/1 /1985 143500 00 Page 1 of 1 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4502-702-0029-000-7 �VUCIE �Q Account #: 122204`'c` Land Use: Condo City/Cnty: St,Lu 3ie;County Legal Description THE MIRAMAR II UNIT 704 (OR 890-292: 3212-371) Assessment 2010 Final Total Land and Building Deed Book/Page 2010 Final: 248300 Land Value: 0 Acres: 0.02 WD 3212 / 0371 Assessed: 176257 Building Value: 248300 WD 0890 / 0292 Ag.Credit: 0 Finished Area: 1703 SgFt CV 0491 / 0293 Exempt: 50000 CV 0490 / 0853 Taxable: 126257 Taxes: 2828.58 BUILDING INFORMATION Exterior Features 0010 View: - RoofCover: - RoofStruct: - Base ExtType: X092 - ThMiramarll YearBlt: 1984 Frame: - Grade: X92A - MiramarllA EffYrBit: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: FullBath: 2 HeatType: - AvgHUFI: STD 1 /2Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Land Use Type Measure Depth 1 0400-Condo OF -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. httD://www.pasle.org/prc.asp?prclid=450270200290007 5/27/2011 eQ I to d :Re xa3�� `H1{V sor •��iN{OIaO 3N130 �d00107�a0� flN� 3(1� d SI S{H11u1 m101S1�- 1,1Nt100 VOIa013 30 31V1:; r CH ' ...ngnpaus!s agAl.u7enu4VPauun,,��,13a.1lIIN°'!UO •gyp PaxLmIUuV .Isl.ululU .In lcLuu.uCsJu (sZ-rr; L 8 a w1. 6w J. pn • a Ira! 1 7 ) Ism! ayl In rnuI am U u! sla¢J wp Pnp lnxl W111 n JB p I .. ' OdJ. I 1pj.a 'j)Ja!!all smo5vu) alp peal a11n! ! uup a)¢Iayl ! •lnlfiad J. sap!rtuarl a ¢ la!ppl� dluwl,!)o>n...I. IPa111Ja.11a F¢AI II1a11111.115111 IIIUIIA\ JlI J!L'1!.lr! 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T_-,qT )f¢ i>'1AATl3o Nd 06:E '- TTOZ/OT/90 Paps00ag 'OL8 30h'd 00E� ,)OEI uO 9£0009£ # 3IId 100 320I1nI INNS - pMOD SIf]OEI0 3HS so`AHHg0 ' HSINS • Z Hd3SOP y 1 ALUMINUM & StAlUfff CORP. repared For: Bid Proposal Bid Date: 5/15/2011 _...._ _Namei E& KATHLEEN EVANS Subdivision MIRAMAR II Job AddressI9960 S.00EAN DR-##31.6 City-State-ZiplJENSEN BCH, FL 34957 Sales PersonIKENNY KING 3'_ 5E Gran Park Way * Stuart, FL 34997 E� . )' ie: 772.287.6476 Fax: 772.287.9740 www.gulfshutters.com License #: CRC058017 ....... ... ... .... ...... ........................ ........._........... ... ....... ...... .... _........ . Bid Information --- Bid T __peIBUILDER ---- ----- - .. ._._......__-[._Job-NameIEVANS RES. Installed; [�] PhonesNorth— PA, (484) 855-3056 Oveninq Finish OPG # Type Style Width Height Width Height Bid Item Description 1 ;AC jHV — -- — 845 90 920 I 98 'Color: White; Trk: White; Locks: In _._.__._. Custom Features Qty Description 2 Curved Track (T+B) — 1 Permit Bid Notes Total Bid Amount L $8,936.00 REMOVE EXISTING, PATCH HOLES, RETURN TO GULFSTREAM AND ADD DRAIN HOLES Deposit 50% $2,978.67 Balance On Completion $5,957.33 ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of this corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in waiting by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, rare, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric— Buyer agrees that any necessary electrical connections will be made the closest source of power. Any changes or variations will be an additional charge. Interest - Buyer agrees to pay 1 %% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal - the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers — You are responsible for your own measurements, (width x height) f Signature: �(' ✓i� Date of Acceptance: Signature: Agent: �r i hank Yore for the opportunity to be ofSeiwice! 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com � � �f. , aec°t+8a.�.��e..e..•a-.asae��^m�.^rtes�� y� vW^" As G T ef.lY �E�' L A Zti4 Since 1979 Special Instructions: 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 (800) 244 0 4143 FAX (772) 287 e 9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SKEET Page- of Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL v Signature Date Salesperson Date Florida Bu.laing Code Online Page 1 of 2 BCIS Home Log. In User Registration Hot Topics I Submit Surcharge j Stats & Facts i Publications FBC Staff BCIS Site Map , Links = Search Product Approval �I ¢la �� ` i"i 'USER: Public User a 3�^ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL389 R3 Application Type is" RISERCode Version 2007 E Application Status Approved-COlv T FILffie b4:�M .E' CommentWINNs .� � a, ON" Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutter' Subcategory Accordion'` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwq No. 08-227 Certification of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 b.++—.//.,>.,,.,>P--:.a.,t,... IA, — .r,/r.r/,ter err A+1 2/1)AMA11 Flofida Building Code Online 1 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 Page 2 of 2 2002 2002 1994 ........ Summary of Products FL # IlModel, Number or Name =Fpescription 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.odf 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.odf 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. Hack fdext 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 Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: N ® sChcik vHriS'4C�? 7rusta.ed . ' �vpWSFP F A+7 "? /11n/1)n1 1 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 1,609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS. #0214.01-03, AND #0715.01-03 AS PER TAS-201. TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELDO 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—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 50018. 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 A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W@ OR ALTERNATE LOCK VJ 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 © , OR AN EGRESS H.V. LOCK UW 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. ..". .... ! It ... , 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, PURC14ASE 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 PROJECTANDWHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1L EC®1w 7\_ TILLIT TESTING & ENGINEERING COMPANY E355 N.W. 3Eth. SL, Ste. 305. VIRGINIA GARDENS. FLORIDA 33 Phone : (305)871-1530 _ Fo:: (305)871-1531 a —mail: 61teeo>Dacl.eom ES—OL06719 WALTER A TILUT Jr. P.E. FLORIDA Uc. A 44167 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zon OG 2009 EASTERN METAL SUPPLY, INC. A -BERTHA HV T` e ■ . ■ Accordion Shutter System American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ' "`"""" °°°' "° — +/w- I,—. Y. ". DATE: 09/05/0 2 GENERAL io/n/io DRAWING No 0$-227 3 4 SHEET 1 OF 14 5 7 a/023A o �\z•, I v 83Q. 4.371' 4.857" ("A H DE1 CGVERET)-UNDER-b5 PAT t7tT n 5458179 OF HD 2" (Mo..) 13/0 HEADER/SILL # 2 3.226' 1.500' .085' 4 897' 0 HV ADJ. ADAPTER W/LIP VARIES 2" 1.918" Max. I o !� o aso'� -1., n\�* � C H.V. 2" (Max.) DIRECT MOUNT 1.917' �1 -083" 083" I a o .000" .060" - n . 0 � 670 1.686" 3.520" @B HV CEILING HEADER # 1 3.556" .670"" 2� qI 0.12" 0.72" 3.226" OI HV ADJ. TRACK 4.576" 2.293• .745" !QJYQ. O I c 0 0 .062- 1.325" 0�2\% L HVf:CEHTERMATE� . (sEL�ntaT1N�) " 250' TYP. 0 xi 3.000" 01=3" FLOOR: ANGLE .125' o TYP 0 VARIES FIR 2.000" TO 5.000- QCjB.O. WALL ANGLE © HV 1" (Max.) B/O HEADER/SILL # 1 'o 670" yyo/ .1 I 072' oo,I _ a m .815• 2.092' O 4.436" OJ HV WALK -OVER TRACK ® HV FLOATING CENTERMATE # 2 X Y t X r 2' 2" 0.062'I 2" 3" 0.062, 2" 4" 0.062" 2- 5' 10.052" R� SIDE ANGLE /71 EC ® INC. :�:..----_---" TILLIT TESTING do ENGINEERING COMPANY •�� - fi355 t1.W. M.. 51., M. 306. 411101MA GARO.M. FLORM 33 �wx.. Phone : (305)871-1530 . Fax : (305)B71-1531 •,! _ e-me9: tilteca*-I-m •, • • •'. ' "` . ED-0006719 ) WALTER A. TILUT Jr. P.E. P.E. SrALJSIGNATUfZE/DATE FLORIDA Ua. g 44167 1.936" I o n 670 \sue 3 529- EC HD CEILING�HEADERXSIL`L- (K)HV 90°/180• STARTER O HV CORNER CENTERMATE # 3 I X Y I > 2". 2" 0.125.1 3" 3' 0.090" C CORNER POST AwSmSsAw American Shuster Syssems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane 02009 EASTERN METAL SUPPLY. INC. BERTHA H TM Accordion Shutter Syst tta OS-19, DRAWING No 08-227 VARIES. 12' MIN. ACEE1/4• P-20Juess.s. ORens.3/8'm-ts A TEPcR (SEE DETA'IS) LOCKINGi',RM (SEE NOTES ON SHEET 4) 1.130" to .375'D 3/8"0-16 ACERL THUMBSCREWS t1/2" j 1/4"0 1 /4" 0-2Q S.S. THUMBSCREWS 1/4'-200/2' 1/4•-20-1 1/4'-20 AT P{yr THREADED DIE CAST TNRFACEO f15T 5.5115. ® HOUSNO ENAMEL XODSINC f3UMEL 12 HAxED PARTED BAKED PAINTED o a0 ml REM TURN KNOB. .318" BRASS CYUNOER BRASS CYUNDat G KEYS (CHROME (CHROME PLATED) PLATED) �,✓. . 97S• w (5£E NOTES ON SHEET 4) .250' O.D. PLASTIC H�EADMOLDES .825" Z 1r4"f`6`=2QYzx� 3/=`4.� S:'S—'THQMBSCREW . 18' C N n '^ .360" AFTER RIVETING BEFORE RIVETING 1 /4"0-20 RIVNUT' ® ALTERNATE LOCK (TO HV LOCK CVO ) (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN. PARSIPPENY, NEW JERSEY 07054 OR EQUAL P.E. SEAL/SIGNATURE/DATE WHEEL #3 NYLON SSSEMBLY HAT WASHER AT EVERY OTHER KNUCKLE j ! 02 SHORT RECESSED NYLON BUSHING. II AO ` V ! BLADE ACCORDION ' I PIN { I #1 LONG RECESSED �N NYLON BUSHING. #14x2 3/4 H.V. 11 ACCORDION PIN �I I i W/ #8 HEAD00 ! #14x2 3/4" H.V. ACCORDION PIN o_ o W W/ #8 HEAD N NYLON —HV HAT WASHER. ACCORDION PIN 1-.-1.315"A 0.188"O AISI 302 SERIES S.S. RIVETS AO HV HV I. 8LADE ',I I ACCORDION ACCORDION PIN PIN 'I I 1 p ¢<q< U >-4< #1 LONG RECESSED N N NYLON BUSHING. TYPiC, 4I SMlJTT_ERWASSEMBLAY SCALE: 00.324" TYP. rH C,-zCARRI`A'GE DETAIL N.T.S. /1-1LTEC ®,N TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. MRGINIA GARDENS, FLORIDA 32 Phone : (30e)871-1530 . FED : (305)871-1531 -mail lilteco®ool.rnm EB-0005719 WATER A TILUT Jr. P.E. FLORIDA Lie. 0 44167 AISI 302 .SERIES S.S. WHEEL CARRIAGE ,0.870"x3/16' THICK NYLON WHEEL LI 40 1 ' 0 -1 14 V.—NYLON #i LONG Mai I o2 SHORT RECESSED RECESSED ' NYLON BUSHING BUSHING I O I 1 8LA E 1 I ODE s I I 'LONG RECESSED ': ! j NYLON BUSHING ! ! #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD AnSuSmAw American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 #14x2 3/4- H.V. ACCORDION PIN W/ 98 HEAD N.T.S. - CODE (Nor, Nigh Velocity Hurricane 02009 EASTERN METAL SUPPLY. INC. BERTHA HV" Accordion Shutter Syst DRAWING No 08-227 * NOTES ON LOCKING RODS n . HV LOCK * AND ALTERNATE 9) LOCK: 1. MANDATORY CONDITION #1: 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(D OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FIAT 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 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 (g) ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION #2: ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK L9 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 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. S. ALTERNATE_ TO MANDATORY CONDITION #1 VALID ONLY FOR SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK WJ MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERI E LOCK 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"O-2Ox3/4" S.S. THUMBSCREW TO © OR (9 CENTERMATES SHALL BE MADE W/ 1/4"0-200/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. P.E. SEAL/SI4WIJRUbATE OORO + OOR �ILC3, c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, VIRCNIA GARDENS, FLORIDA 331 Ph— : (305)871-1530 . Fax :.(305)871-1531 e— 0: tllteeo0-1— EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA U.. 1 44t67 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 ©(Ilt OORO ,� R VE CODE (Non High Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV 1M Accordion Shutter Syst a 011. DRAWING No 08-227 POURED — CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) MIN SRATIO14 I I JTJ EJOSTING �S EPAASS GLASS I ) u WALL MOUNTING INSTALLATION EXISnNG 1' MIN. SEPARATION 3 / `CONCRETE ANCHORS POURED CONCRETE �/ (SEE SCHEDULE ON SHEET 10) OR CONCRETE BLOCK WALL .REQUIRED (J WALL MOUNTING INSTALLATION CONCRETE ANCHORS SEE SCHEDULE ON 1/4'0-20x3 4 S S NOTE FOR COMBINATION OF SECTIONS: SHEET 10) rMACHINE SCREWS USING 1— SEE SHEET 3 FOR TYPICAL. SHUTTER ASSEMBLY POURED CONCRETE 1/4'-20 NUTS ® 12' O.C. 2— MOUNTING SECTIONS CAN BE COMBINED REQUIRED IN ANY WAY TO SUIT ANY INSTALLATION. EQ Q Q E. D. = EDGE DISTANCE (SEE NOTES do SCHEDULE ON SHEET 11) I 1' wI MIN. SEPARATION I Ili A TO GAS EXFAGWSS� I I .I O2 WALL MOUNTING INSTALLATION M / t-1/4'0-2Ox3/4' S.S. PHILLIPS I NCREIE ANCHORS TR OgUSS HEAD MACHINE SCREWS POURED CONCRETE OR CONCRETE BLOCK OR SCHEDULE ON USING 1/4'-20 NUTS ® 12' O.C. WALL REQUIRED SHEEP 10) WALL MOUNTING INSTALLATION r INSTALLATION DETAILS FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM = _ 11 E C O . N.. ■ . ■ ■ ■ Accordion Shutter System American Shyutter Systems TILLIT TESTING &ENGINEERING COMPANY EV. No DESCRIPTION DATE Drawn . F.P. I wn as Ise ./mice DATE: 09/05/08 f l//'v ,,✓•(Y .. 6355 NX. 361R SL, Ste. 305. VIRGIMA DARFN DS, RO.MA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 a—ma0: t.1t.-C.O.— A$.iaalallCl il� IfliS. 4268 Westroads Drive z DRAWING No . • EB-0006719 West Palm Beach, FL 33407 08-227 3 •.. P.E. SEAL/SIGNATUR0DATE IL WALTER A. TT 3r. P.E. FLORIDA Le p aa1s7 Ph: (877)999-2772 FAX: (561)209-8380 s a SHEET 1A POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) REQUIRED EDGE OF / — SLAB IF D.4 APPUCABLE EQ I III :U u4' I R OR I F 1 7 NOTE FOR COMBINATION OF SECTIONS: y 1- SEE SHEET 3 FOR TYPICAL SHUTTER 1 V m A ASSEMBLY -I MIN. SEPARATION i' ' 2- MOUNTING SECTIONS CAN BE COMBINED I TO GLASS I IN ANY WAY TO SUIT ANY INSTALLATION. 1 t E. D. - EDGE DISTANCE EXISTING I III (SEE NOTES & SCHEDULE ON SHEET 11) GLASS —I i 1 —1 i f I 11 II I I E E/EXISTING i 'Ili • 1 i - 1 t i' EDGE OF GLASS— SLAB IF r APPLICABLE 1 1. -j MIN SEPARATION w!, POURED _ TO GLASS A CONCRETE E. D.♦ REQUIRED FLAT HEAD CONCRETE ANCHORS f (SEE SCHEDULE ON SHEET 11) 1 j. �._. © WALK —OVER MOUNTING INSTALLATION �'C5� .CEILING-�tvtOUt*ITING �iNS'I'AL_ L:AT`�tOt�` i i 1 A II --MIN. SEPARATION 1 1 TO GLASS v. T1 i A EXISTING -MIN. SEPARATION GLASS—{ i c - I TO GLASS E%ISTING� 1 \ #14z3/4" S.S. HEX HEAD TEK GLASS i ALTERNATE I i i i' - SCREWS ® 9" O.C. OR 1/4"m-20 S.S. M.S. W/ NUT ®9" O.C. ANCHOR LOCATION 1 I I I #10x3/4" HEX WASHER ,HEAD 1 r 3/8 MIN. �TEK SCREWS Q 12" O:C. 3/8 MIN. CONCRETE ANCHORS + I 1 (SEE SCHEDULE ON SHEET 11) i�iv w E EDGE OF---r✓ 1r�� ;ate CONCRETE ANCHORS SLAB 'F I i /1/2' li-1" EDGE OF } NOTE: ' (SEE SCHEDULE ON SHEET 11 ) APPLICABLE E.O. E.O. SA IF APPU BLE I THIS INSTALLATION SHALL BE , REMOVABLE WHEN PERFORMED POURED ADJACENT TO AN OPERABLE EXIT EDGE OF REQUIRED I 1 1/2" 1 1/2 SLAB IF CONCRETE -E. Dl , p,t� OR ENTRANCE APPLICABLE POURED/ 1 I 1 CONCRETEREQUIREO E. D.- FLOOR MOUNTING INSTALLATION t 8,, FLOOR''.MOUNTING - INSTALL TION INSTALLATION DETAILS FLORIDA BUILDING CODE (Non High Velocity Hurricane' Zone) © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM 1 L E C ®I w ! ® . Accordion Shutter System • ," `"� �`` EV. No DESCRIPTION - DATE - D.- b . F.P. -- -----" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ~� • -T_—_ - f oln oa-Iae o/oe/m DATE: 09/05/08 •rT f f�;` 6355 N.W. 36th SL. Ste. 305. MROINIA OMDF118. FL010, 3316 Association. Inc. Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: t1te.0-1, �m 4268 Westroods Drive 2 DRAWING No EB-0006719 West Palm Heath, FL 33407 - 3 08-227 _ WTERA. .. 0 Jr. P.E. Ph: 877 g9g-2772 FAX: (561 209-8380 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDAFDwue. g 44167 (- s s R AC II SEE ND WALL CONNECTION ETAILS ON S 8 k. 14 FIN h� V EXISTING CLASS * SEE NOTES ON LOCKING RODS©, HV LOCKS® OUT 90' 'IV J/ AND ALTERNATE LOCK ©, ON SHEET 4. bOROOROOI= ExlsnNc CLASS SEE END WALL CONNECTION DETAILS ON SHEETS 8 It 14 FOOR (DJ OR\VI A-------- — t- 2'.2*.1 /8'.0'-2 ANGLE W/(2)811410 TAPCCN ALLOY) ALUM. I 3 1 /4" 7" 6 1 /2' 7. 1/z \ OPPOSING SYMMETRICAL ANCHORS TO CONCRETE MI P/BOTTOM) & (4)fiOxl/2' S.M.S. TO TUBE AT EACH ANGLE. OYP)) i 10.3 /4' S.M.S. ® 12' O.C. FUL! LENGHT. CENTERMATES W/ LOCK r1�k lWl I CENTERMATES W LOCK W- * 1" MIN. 1 K ' \{ I 7 I N v I U EPARATION TO GLASS 1/2" OD OE `I —EXISTING— — ff �� E0 J�EXI GLASS CLASS rj H I OR J EXISTING m A I" MIN I N OPTIONAL* W X SEPARATION ' (INTERIOR) TO CLASS °uT I_ A ° OOR 90' OUT (EXTERIOR) X U SECTION 12 AT CORNER CENTERMATE #3 IOOR� OOR� �� LOORO I L ORO OUT W SECT -ION 12 rEXISING CLASS -----------------�-------- s 'n^N -----K SYMMETRICAL * IN —(� )OROoROoR CENTERMATES OPTIONAL W1 1' MIN. W LOCK * (INTERIOR} 1 OOROOORO To ILASS W ) *y LCU *. \ ALTERNATE SECTION 12 v11011 INC. r a, `/f'Z.?` TILLIT TESTING & ENGINEERING COMPANY `� '!✓ .3• ' fe;• 6355 N.N. SEW. Sl" Sle. 305, NRGWIA CAROENS, FLORIDA 33 ' PYane (305e)871-1530 Fox: (305)871-1531 -mail: tilteco9aa1.eom. ES-OD067IR ' WALTER A TILLIT Jr. RE P.E. SEAL/SIGNATURE/DATE FLO.'OA Ue. 6 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ANCHORS 16" O.C. OR ` m 1 UT I 6 1/2' MAX. SLACK 11 / / SECTION 12 AT SLACK DETAIL (IF APPLICABLE FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zo O 2009 EASTERN METAL SUPPLY, INC. 13ERTHA HV TM' ■ ■ ■ Accordion Shutter Systen American Shutter Systems EV. N. OESCRI.?RON DATE o. by: F.P. Association. Inc. I we os lee s/am DATE: 09/05/0 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 FAX: (561)209-8380 a 1 -rT /-a-OR© OR©OR© OR®+CORD END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL 7 REQUIRED ASS GLASS MItL V SEPARATION I TO GLASS ANCHOR a 16" 1/2 H O.C. _ ____ 2" MIN. 1 POURED CONCRETE OR POURED CONCRETE CONCRETE BLOCK WALL CR CONCRETE REQUIRED BLOCK WALL REQUIRED / �EXISRNG GLASS CONCRETE ANCHOR i �p?15T1NG CLASS — '� / 16" O.C. 1 T �rJ/ / ) 2" MIN.1" MIN. EQ I I EO 1" MIN. SEPARATION i 1 1 ( SEPTO GLAK) 1/16"x3" MAX. (6063-T6) TO GLASS CONT. ALUM. CLOSER (LOCATE AT PLATE. (LOCATE AT EITHER EITHER SIDE SIDE OF NO) 1MW OF KO) 1/2" MINA I �' + #IOXI/2" S.M.S. l g10 T/z s.n1.s. ----- ®16 o.c 1 -----� _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED rEXISTING GLASS I° MIN. � SEPARATION TO GLASS SEE DETAIL X FORJ (�f SIDE CONNECTION `�• SEE DETAIL X FOR TO TRACKS r SIDE CONNECTION /O R TO TRACKSZ-OOR C OR(E)OR(E) OR©OR(E)OR(D OR®+CORD oR(B)+QI oR JQ SEND =CONNECTION° A[L_ 3 END CONNECTION DETAIL 2 - / POURED CONCRETE OR J CONCRETE BLOCK WALL REQUIRED EXISTING _ GLASS g10.1/2" S.M.S./— — — — — I" MIN. -i ® 12" O.0 SEPARATION --: CONCRETE 1/2" MIN. TO GLASS ANCHOR 12" D.C. L`� (2) 14z1 3/4' H4 PIN. 2" 4BOR©OR©DR FG 6 �OR©OR(E OR(D END CONNECTION DETAIL 5O OR-8+CEND CONNECTION DETAIL ORC � OR(B)+CoR(j) /-11LIECO�\ TILLIT TESTING & ENGINEERING COMPANY 635S N.W. 36th. St.. St, 305. MMMA GARDENS. FLORDA 33 ' Ph— : (305)871-1530 . F°z : (305)871-1531 e-ma8: 8lteca®aolaom • EB-0006719 WALTER A PLI T Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U.. # 41167 ♦USE 1" OR 2" MAX. (AS APPLICA8LE)x2"m1/8"x0'-2' ALUMINUM CLIP ANGLE --�y- (6063-T6 ALLOY) AT MIDHEIGHT POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 1 1" MIN. SEPARATION TO GLASS W/(1)#1oxl/2" S.M.S. T06& (2)1/4"v TAPCONS' ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF(N SEE DETAIL X FOfi_/ SIDE CONNECTION 0R((Dg- 0R0Rw TO TRACKS OR(a+CORD r END CONNECTION DETAIL C ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-D" OR©OR(I)OR (E) . ° OR(a+CORD ,. (2)# ®OR©OR®OR( F_- `Af OR®+CORO 1/'IEe�J Y . PLA iDEaT�A[L_ X - FLORIDA BUILDING CODE (Hon Nigh Velocity Hurricane Zoni 0 2009 EASTERN METAL SUPPLY, INC. TM BERTHA .HV A A.S.S■A■ Accordion Shutter System American Shutter Systems o'' " DESCipin .4 � DATE D.— b . F.P. Association, Inc. I °D � 10° ° w0 - DATE: 09/05/08 4268 Westroads Drive 2 DPAVANG No West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 .FAX: (561)209-8380 - cUC`, MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, 'ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) L AXMUM DESIGN LOAD (P.,.f.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEILING MOUNTING L 4 (R) I L- (p L f (0) L- (11) 30 OR LES 16'-0' 1 16'-0' 16'-0" 35 14'-10" 1 14'-10' 40 13'-10" 13'-10" 14'-2" 1 15'-2' 45 13'-1" 13'-1' 13'-4" 14'-3' 50 12'-5" 12'-5' 12'-8' 13'-7" 55 60 11'-4" 11'-4" 1I'-7' 12'-4" 65 10'-10" 10'-10" 11-1' 11-11" 70 10'-6" 10'-6" 10'-9' 11'-5' 75 10'-1" 10'-1" 10'-4" 11'-1' 80 9'-10, 9'-1a" 10'-0' 1O'-9" 85 V-6" 9'-6- 9'-9" 10'-5" 90 9'-3' 9'-3" 9'-5" 10'-1" 95 9..,-0" 8'-4' 9'-2" W-10" 100 8'-9" 8'-4" 9'-0' 9'-7' 105 8'-7" 7'-11' 8'-9" 9'-4" 110 8'-4' 7'-7" B'-7" 9'-2" 115 B'-2" 7-3 8-4- 8'-4' 8'-11" 125 7'-10" 6'-8" 8'-0" 8'-5' 130 7'-8" 6'-5' 7'-16" 8'-I" 135 7'-7' 1 6'-2" 7'-9' 7'-9" 140 7'-5' 5'-11" 7'-7" 7'-6" 145 7'-3" 1 5'-9' 7'-5' 7'-3" 150 7'-2- 5'-7" 7'-4' 7'-0" 155 7'-0" 5'-5' 7'-2" V-9" 160 W-11" 5'-2" 7'-1" 6'-7" 165 W-10' 5'-l" 7'-0" 6'-4" 170 6'-9' 4'-11" V-11" 6'-2" 175 6'-7' 4'-9" 6'-9" 180 W-6" 4'-8' 5'-10' 185 6'-5" 4'-6" _6'-B" V-7" 5'-8" 190 6'-4" 4'-5" 6'-6" 5'-6" 195 6'-3" 4'-3" 6'-5" 5'-5' 200 6'-2" 4'-2" V-4" 205 6'-1' 4'-1" 6'-3" MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXBIuM DESIGN LOAD (+POR)) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L+ (fQ L -(B) 30 16,-0" 16'-0' 35 14'-10' 14-10' 40 13'-10" IS-10" 45 13'-1' 13'-1' 50 1Z'-5" 12'-5' 55 1 V-10" 11'-10" 6D 1 V-4' 11'-4" 65 10'-10' 10'-10" 70 10'-6" 10'-6" 75 10'-1" 80 9'-10" 9'-10" 85 9'-6" 90 W-3' 95 9'-0' B'-3 100 8'-9" 8'-4" 105 8'-7" 7'-Tl' 110 8'-4" 115 B'=2" 120'-7" 8'-0" -11" 125 7'-40"-B. 130 7'<r135 [7'-3- 7-7"-2"140 7'=5" -11" 145 7''-9" 150 7'=2' 5'-7" 155 7'-0" 5'-5' 160 6'-11" 5'-2" 165 6'-10" 5'-1" 170 6'-9' 4'-11" 175 6'-7" 4'-9' 180 6'-6' 185 6'-5' 4'-6" 190 4'-5" 195 6'-3" 4'-3' 200 6'-Z" 4'-2" 205 1 V-1" 4'-1- INSTALLATION LEGEND 4CON0RETFE lMMT50R WOOD WALL MOUNTING 1, 2, 3 _ & 4 1W, 2W, 3W, 4W, 5W & 6W iai feHu4 MQUNTIN� s, & sw. sw & lOW A MAXIMUM SHUTTER SPAN "L+" OR "L—" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. =14SHEEr 6IATE3 MAY BE USED AT ALL TIONS. LOCKING SPECIFICATIONS IN., ON MANDATORY CONDITION #2 OF 14 1L E�O iNc. TILLIT TESTING & ENGINEERING COMPANY { 6333 N.W. 7EIh. 6t" Ste. 305, VIRGIhA GARDENS. FLORIDA 33 Phone : (305)87'1-'1530 . Fax : (305)871-1531 -mall: 61tec"0-1— E9-0006719 WALT.ER A. MLJT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Ua. @ 44167 • NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/80TTOM) 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 140UNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: 1-1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt—= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSrALLAXIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "U+", "L2+", "L1—" AND "L2= (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM, ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorn 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 02009 EASTERN METAL SUPPLY, INC. BERTHA HV.. Accordion Shutter System EV. No DESCRNTON DATE Drain b3r. F.P. i a0 9 19e ws/m DATE: 09/05/08 2 DRAWING No 3 08-227 4 SHEET 5 9 OF 14 2 :111 M iLwAjvjIF;Ljj9IIIIIII 19 ten IT111111i .11W tt' q: •2:911 e: 01Mmmmmm®' ®' m 0m13mr gommm[mimimmmmmmEMOM mmm00000mmmQ000rr�mmmovvtt�mmmEaovonmmmnvoty®mmmEauno® mono m omm�onnommmonnvommtonnonmmmonovnmmmno 00 ®mmmonovommmovvoommmnovQommmovonnmmmlvnv®ommmonom® m�m�v�i�ommmav000mo0voovommm oo�oommmonnnommmonnom ®�mmvvo�o��oommmmnonvnmm�onvvo�mm�olvommmoon mmmaa�nvommmoovommomonvoomm'm000vomm�n®Den mon®®e mmmoalmoo mmmvvv®o mmmon000 mmmrEaoono mmmv�on mmmonooe �mmmvom©ommmvomm�mmIDoovoommmm000vmmmmm®>vommmm�ee ' ®mmvav©nn0mmv000nmmOEaoo®mmmmomvon�mmEs®onnmmmommt©e mmmoo©nommmovo�anmmmEa000®mmmo©poly monmoommmonoee ��aoovm® vv��omm� Doom®movvopammoi v ommm onQe mmmomovnmmov=otvom I�v��oo0mm®nonommmo�v�nmmm•®Dee mmmv®®nnmmmv�nnnmm�mvouonmmmonnnnmmmmonnnmmmi�onee ��m��o�m®� om nd�vo�m�Av�n�omm�®�ov000� o�� o�{ommm�l mmmmmnnna�mm�nnnmmmnonoo®monnvovmmm©onnn®mm©®sae am�oomivoQ�mm©®oo mmmommvom®�onvoo®®®v0000mm� mmmnoovnmmmvonn�mmmv��Aonomm©0000nmmmm�onnm ®enn " nm®©oo�v�mo�®vonmmmonooam�v 0000m�o®ovor�m�on®see mmv®©oivnmmmmn©nno mm0vannnmm�nnnn mm®onnnnmses��esee ee �mmmv00000�m�no°�mm oovoQ��Coiv000�mm�lnQoo��ooe mmmnnnnnmmmnnnnnmmmnnnnn�mn nnnnmmonnoonenms�sesme nmm©novoommm000�mmneea°ooeee ®,m®nnvvommmnovoo�m0noo mm�nvvvoom®monvvommm�vvvoo®nne0000��®000 n)1�ooeene ®m�0000mn000�o�®moan000�®000�o�oAovo�oo�nese asmvononommonono mmvoonno®onotosano�mnnmm�n r�sesese nnnnaamnnnnnnmmnnnnnnnonnnnnnQnnn�annnne.�seee�, �mmo �o�0000 �®Qo�oowvvvon mvovv000m®vov000smn�e��e' m�nnonnnm®nnnnnommnnnnnn�onnnnnn�onnnnnnlel�nesa�see on��o�ovmo�oo�vvoomvvoo�oemneseeees ®m�v000�omvvonn ��000�omovvovn�nmoo�iovv�onvovovoomovovovveAsesesee mnnnnnn ®onnnvooa>toononnovonnnonoonnoovnoeie�seeeee I�nn�rnnnn�mnnnnnmm�nnnnnmm�nnnnnmm�nnnnonee� seesee nnoon 0 Willsnn movnonoovvvvonnnuonnovnnnsese�e mnnnnvtonu�onnnnnnmomvoonomOnnnnnmm�nnnnon et�esessem. IL EC; 1Nc. TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 36th. Si, SN. 305. NRMIU -RD34S, FLORIDA 33 ` Ph—: (30T71-1530 . Fax : (305)871-1531 e-mc11: lltemBael=m Ea-0006719 WALTER A. TILUT Jr. P.E. P.E. SEAUSIGNATURE/DATE FLO'IDA Lc. P 44167 )RIDA B A■S■S■A■ American Shutter Systems Association, Inc. 4268 VVestroads 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 Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV T` Accordion Shutter System = 05-196 DRAWING No 08-227 MAXIMUM ANCHOR• SPACING t1�) cruEDI I1-E FOR A GIVEN MAX SHUTTER SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD MLA CORRESPONDING 610 RrTTNG FOR CONCRETE OR CONCRETE B nry `R I IATroHS (SEE MOUNTINGS S. 6, 7 & 8 ON SHEET 6) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ' 013 ...mm' ®' m' m' mm®• mmmmm®Mmmm M• 0' m' ®�m• mm mm�i�vor�m®�onvvommm000v�®®®®®®�� -mmmnonnom®0vvvvommm000n®®mm®gin• ®000000�mmnvlvvlanml®mvonlvly®®®®��' ®ID ®�m�IQQO)0��®11'00 0�0� mI0000®® ®Il�ilO[3sa® common>vomm®mvvvvom®monnomm®®®�®mn, mmmonnolm mmmononolmlmmvoom�mmi®mlolo� mmmvom®IvmII'F?• • 01000� mmonnm®®mmv®®v© . ®mmonnonmm�vovo mmmm ®v©I7'L!1®• vonlvv �mmomm©m®®mmI010m® con® vI©o®m010©Iv©o mmnmmv®mm>savnvvv mmmonoom®mom©�Iv my©®©®®0om©®v ®mmmonmmmOmml©onvlv>mm mmmont�©om®m = 01�00©�ivm®n©®®mil&il0©Iv© mmo®ommom®mw�omw®®Imolo ®mmoml©Ivly mmmnmmnommmononnmmovmmlvommmomvvo mmwodmm®®movommmom©coo®®�®am®v' mmom®onomma�on�ly®con©onoo mvo®v©e mmmom©vom®non�emminnm000 mID77®v©�vomi �mmmo�mov®®`wv v0m®nimmvoo®®��®v©vi mmm "MMMmmEMMIovvomomm®poly �nlol©mvvv ©mm"Mmvo m®n®®vo®mmm®mvv ®nQM�OOQ�®�IDI�QO�®aQ©©�0 mnml©omla®Q70001v ®N��O©®00' lovm>iam>vwv®monQvoA®vv©vvvv' m®� MIRM �m®oov®vom®monvoomw®®®ommmmmm me mvom v ©oom�onnvvvommvvowomnmlvvo�o m�v®mvvommmonnvv�m®m®ovomn®OIC�O v �m®om�ivvomm�v�vvv�i m�mv�imva®mm©v©vo mo®U®111avo ®®1f�0001vO omoavov0vvovoo�l Ivly ®mmnvovtommmonveo�onvov>v®m�mnnv loly momv®mvavmmmvvvvo mmmmlml00Cf 1i�i0©nmvvo '®®©o©vvommmvvvom®mmvomvov®®vvvvo �mloln®vvvommmonvevmt�©n000lealvv®3Fi010100 mmmnvvov0mmvvvvv�®©vovolv0®I©0©®o m�Om01000m®¢tvvvvomm®mo ==Mlm®v®vov ®®�alvlvlommmlolvlvlvly Iv©®©ovoo m©®010000 v®®v mmvvvavnmmmm mmmmvvvvlvo vono'o®®nvvv ®®ovov000mmmovvomm"M ,�mm00000mmmvo111=111IMM" 101vvo�®©©©vvv Immlv0000 �vvo>vlom©©�Ivolvlvof�© I0000 I'[>li01©ioa�000�mmmvovvomovQvvvouvomvovv ®m®oovoom®mvv�nommo�moomom®©ovv 'ovomvvoom®�vvvvomvv�vovml©I00�00 ;mmvolvvoo m®l�vvvvo m®n m000O000mmmtO10y0001�0y00yO®©�Fi00 pp TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE (A) TO EXISTING POURED CONCRETE (Min. rc - 3 ksi) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOUD-SEr 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. (MT.. Yc = 2 ks0 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT do SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR, REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. I, = 3 ksi) _ NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP 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 I" 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 A.1) & 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 I.T.W. BUILDEX. 1/4'6 x 3/4" ALL POINTS SOUD-SETT 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: BA) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS. IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS 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 1" MINIMUM FOR WALLS WITH NO STUCCO. - B.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 VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS - MAxIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYMG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DISTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING _ E.D. MIN. SPACING J" MIN. SPACING - 3" MIN. SPACING - 3 1/2' MiN. SPACING = 3' 3 3/4" 4" POURED CONCRETE & CONCRETE BLCCK PA•3. Pp D CONS�TE IAt1 F11.•3 1/2 COt✓C�TE B= FL`1 E0.=2 1/2" POURED CONCRETE & CONCRETE BLOCK KN, EM-3 1 Y POURED CONCRETE & CONCRETE BLOCK MI. ED.•3' POLG7FD CONCRETE Mtt EA-3 7/2" O:YUMTE M= MT1 EA=2 7/Y 3' 1 1.0 0.90 1.0 0.78 1.0 0.84 1.0 - 0.81 1.0 - - 0.67 1.0 2' - 0.71 - - - 0.513/4' i1/2' . - ®cIDO: - - - 0.431/2' 0.35 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St, Ste. 305, W rM O.WDENS. FLOWDA 3.7 P`- : (305)871-1530 . F..: (305)871-153I e 0: Wit a..ft.T.- EB-0006719 WALTER A TLLIT Jr. P.E. FLORIDA U.. ! 44167 A.S.S.A. American Shuster Sysfems Assoclation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Man High Velocity Hurricane Zon © 2009 EAST -ERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System con .1-tee 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) L_J B !EE;T FEAT 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 & low1 WALL MOUNTINGS W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 VJ, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (pso NEGATIVE DESIGN IAAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 6D 75 90 105 30 40 60 75 90 1105,30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -0' OR LESS 12 10 10 9 8 6 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0' 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 1 C 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 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'-O" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 1- - 6 5 13.5 - - - 10'-0" 12 10 7.5 4 1 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - -12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 5- 14,-0' 12 10 - - - - 4 3 - - - - 12 7 - - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12 - - - - 3.5 - - - - - 12 - - - - - 3 11.5 - - - - - 2 - - - - - 6 - - - - - 16'-0" 12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - - - 11 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BL'ILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILNG 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/ 0=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ 0=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1965 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER TILE C ®�N�. TILLR TESTING & ENGINEERING COMPANY 6355 N.W. 36ft SL, S4. 305, %iRGNA GARDENS, RORIOA 33 - Phone : (305)871-1530 . Fom : (3D5)871-1531 e-mail: ol.ecm EB-000671006719 WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U.. 1 44, 67 FLORIDA BUILDING CODE Non High Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. 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 IBERTHA KV TM I Accordion Shutter Svstem oln m-,95 s/os/ce UAIt: U9/U I/OS z�� rF� ID/z7/,o DRAWINGNo 3 08-297 WALL FlNISFI OR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1 /4'0 TAPCON zJ11 ADVANCED TECHNOLOGY-1/4'0 TAPCON OR iH Mtn. PENETRATION (TH N WITH ADVANCED AREA TO \, DFORM TECHNOLOGY OD HEADER. I1/2" Min. PENETRATION LE ON SHEET 16) READED AREA TO G WOOD HEADER. F CR © \CHEDULE ON SHEET 16) 1/4"0-2Ox3/4" S.S. MACHINE p----1" MIN. SEPARATION_ SCREWS W/ 1/4"-20 NUTSqj]TO GLASS E® 12' O.C. QEXISTING GLASS--B 111 // -, /tea\ Ii - E III11 P-1".=121�I� I, 9 - 1 IX_ISDNG MIN. 9 _ wooD HEADER, REQUIRED cis- I I I I 1" MIN. SEPARATION I TO GLASS � I 1 W WALL CONNECTION AT TOP LA ASS CI1S5 I' NIT. SEPARATION WOOD PLATETO GLASS I II WALL FINISH FINISH I III' EXISTING MIN. I i 2"X4" WOOD I I 1 HEADER REQUIRED I g� III I EXISTINGINN. 17i--I' MIN.. GLASS 21 WALL CONNECTION AT TOP 9 EXISTING 9 1" MIN. SEPARJ GLASS a"-- TO CLASS 1 f"r1 5 1 1 I 2"x4" CONT / va WOOD PLATE i F OR © REQ'D. THREADED AREA INTO PLYWOOD. I ' � i1/4"0 TAPCON OR 11' � TAPCON WITH ADVANCED 1 ` �1 '� THREADFORIA TECHNOLOGY LY/ 1/2" Min. PENETRATION OF V(SEE SCHEDULE ON SHEET 16) 1/2" MIN. COX PLYWOOD REQ'D. EXISTING MIN. 2"x4" STUDS 9 16' O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 4W WALL CONNECTION AT BOTTOM NOTE: I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I' A I r g I i OR �1/4"0 TAPCON OR 1� TAPCON VITH ADVANCED 7HREADFORM TECHNOLOGY W/ 1 1/2" MLi. PENETRATION 11 It ,1' 1 OF THREADED AREA MICWIDTH OF WOOD PLATE. 2"x4" CONT. SILL (SEE SCHEDULE ON SHEET 16) PLATE REO'D. 3W WALL CONNECTION AT BOTTOM � I I MIN. SEPARATION I I TO CLASS { I EXISTING I GLASS-4 o G . � I 9 WALL I I FINISH L20 S.S. MACHINE 1 I 1I SCREW W// 1 SCREWS /4'-20 NUTS 012' O.C. 1/4'0 TAPCON OR APCON WITH ADVANCED 1/2- MIN. CDX PLYWOOD REQ'0. THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) �W WALL CONNECTION AT BOTTOM SCALE: 3/8"=1" r Ff�'lr. P.E. Kk/51GNAVIE'.JDATI TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361n. a.. Ste. 303. MRM"A GARDENS, FLOWO, 33 Ph-: (305)e71-1530 . Fax : (305)671-1531 e-ma6: VIleccoaol.com EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA.Uc. ¢ 44157 AmSmVmAs American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 SCREWS US 4" CONT. IY 1/40 TAPCON OR 12. O.C. - PLATE TAPCON WITH ADVANCED I'm THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION I OF THREADED AREA M:0WIUTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 16) 6W WALL CONNECTION AT BOTTOM FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM . Accordion Shutter System S.S. MACHINE 1/4'-20 NUTS an 95-191 9/0/0 1 LJAI t: 09/05/08 2 TAPCON WRH nOVANCEo 1o/z;/1 DRAWING No TNR'ADFOftN TET:HNOLOGY 08_9 3 EQ EQ 2" MIN. 4"x8" (Min.) EXISTING WOOD W BEAM REQUIRED. STRUCTURAL 1 EDGE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD 2"x4' MIN. WOOD STUDS. \ `� 1 1/4'0 TAPCON OR TAPCON I BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR / (AS APPLICABLE) WITH ADVANCED THREADFORM �� i TECHNOLOGY fIW ARCHITECT PRIOR TO SHUTE TR EXISTING W000 INSTALLATION. �EO Q I BUILDEX ANCHORS ®6 " O.C. \� W/ 1 1/2" MIN. THREADED 1/2" 1/2" TRUSSES OR RAFTER 0 24' I / FlN�ISLH ,.._ , I PENETRATION INTO STUDS OR W/ LAIN, 1/2' THREADED O.C. REQUIRED 1/4"0 TAPCON OR I EXISTING GLASS_;. II / \ 1 PENETRATION TO 1/2" COX J_ I I TAFCON WITH ADVANCED / EXISTING SOFFR THREADFORM TECHNOLOGY / /// W/• 1 1/2, Min. PENETRATION f i C I I I PLYWOOD IF NO STUDS EXIST. /E EO 1 1 I 1 #14x3/4" EQ EQ ' 3/4" Mox. THK. OF THREADED AREA TO / EXISTING WOOD BEAM ' 1'x4'x1/8- CONT. ALUM. TUBE Ep p S.M.S. ® 6" O.C. r (6063-T6 ALLOY) W/ (3)5/16"0 (SEE SCHEDULE ON SHEET 13) MINPARATION MIN. Cox # 1/2" PLYWOOD. I E DR LAG SCREWS TO EACH RAFTER ORLLU I SE1 1 I O TRUSS. LOCATE LAC SCREWS AT TO GLASS MIDWIDTH OF EXISTING WOOD I �E OR O ORB I I MEMBER, (2' Min. NOMINAL I I OPEN HOLE AT EACH WIDTH) PENETRATION I I 1 1 2" MIN. STUD TO ACCEPT ' I I 1 —i OF THREADED AREA. VALID FOR I I ADD RE 1- 5/16'0 LAG SCREW X INSTALLATIONS WITH 72paf MAX. EXISTING i I I AT CENTER OF TUBE. I 1 4� I I I DESIGN LOAD AND 9'-D' MAX. GU55—T I SPAN. THIS INSTALLATION IS ONLY I I $l Ox1 /2' S.M.S. ' i I I VAUD FOR WOOD W/ MIN. I I ® 16' 0.0 I 1" MIN. I I I 1 SPECIFIC GRAVITY OF 0.50 AS 1 I I a I lPb. /21,. LJ"R R C R SEPARATION TO GLASS I DOUGLAS FIR. OR SOUTHERN PINE Iw I No. 2, OR I 1' MIN. I f'n EXISTING I I EQUAL SEPARATION I I I OR OR +(I�i O O /�C� CLASS I TO GLASS I OW HOLLOW CEILING MOUNTING A i l iNSTALLATION A END CONNECTION DETAIL 4W 1W &g� SOFFIT MOUNTING INSTALLATION 1/4'0 TAPCON OR TAPOON 1 2"x4' WITH ADVANCED THREAOFORM - MIN. WOOD TECHNOLOGY TTW BUILDEX 1 I 1' MIN Irr,; A STUDS REQ'D. ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION j MIN. j j I _ SEPARATION I EXISTING 1 TO GLASS I I A GLASS I EXISTING GLASS ) — INTO STUDS ® 12" O.C. I1---SEPARATION—TO CLASS I i a \ 1" MIN. t l a I I I I I ALTERNATE I I SEPARATION TO GLASS 1— \ EXISTINi D 1 1 I I I I G i 1 ANCHOR I I Iil 1/2" MIN. GL'SS� I I 1 1 I LOCATION 1 3/b r_nN. I 1 11 2"x6" .MIN. WOOD 1 3 ©+ /8 LD 10x3 4' HEX - -- - DECK REQUIRED 1 WASHER HEAD TEK (NO FINISH 2"x6' •MIN. WOOD DECK SCREWS HEAD O.C. .- ALLOWED) REQUIRED (NO FINISH ALLOWED) /2- MIN. EDGE OF DECK EDGE OF DECK-/ ?. IF APPLICABLE IF APPLICABLE E.p._ EQ. ��. EDGE 1/4"0 TAPCON OR TAPCON WITH 2" MIN.--) ADVANCED MIN. 1/4"0 TAPCON OR TAPCON WITH OF IF DEC APPLICABLE (E)OR(I)OR� i . ..:. ' FWALL INISH THRMFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THPEADED AREA INTO WOOD ADVANCED THREAOFORM TECHNOLOGY 2' NOTES: W/ 1/2' Min. PENETRATION OF MIN' OR OR(J)ORC +® DECK. (SEE SCHEDULE ON SHEET 16) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. - 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SCHEDULE ON SHEET 16) IN ANY WAY TO SUIT ANY INSTALLATION. END -CONNECTION DETAIL 5W 9V FLOOR CONNECTION FLOOR CONNECTION SCALE: 3/8" - V FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ©2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM �� ."' C e �N�, A S ■ ■ .■ Accordion Shutter System REV. N DESCRIPTION DATE Drawn by, F.P. /LC. �l{`'t TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 1 6L OS-Itte 9/W/as DATE: 09/05/08 '„ •�'. Lt�j ,' 6355 N.11. 36th. SL, Ste. 305, NRGINIA GAROENS. nORIOA 3316 Association, Inc. Phone (305)871-1530 . Fox : (305)871-1531 °-moll: UReco%col.com 4268 YJestroads Drive �:,, -iY. ,�,,.,. ,• '• '�'.' r f r{'::;1 2 TAPCON WTI ADVANCED THRFAOFORM TECHNOLOGY °/21/' DRAWINGNo EB-0006719 West Palm Beach, FL 33407 3 *.r�, L •, .•'' 1� P.E. SE'I$C/SIGNATURE/DATE WALTER A. T.LUT Jr. P.E. FLORIDA Lie. # 44t 67 >=h: (877)999-2772 FAX: (561)209-8380 4 SHEET 5 14 OF 14 r II J (� ,/i-o 60 FEET ak i BASIC WIND SPEED- = 140 mph C47FGORY H BUILDINGS (I=1.00) RESIDENTIAL, APARTMENT BUILDINGS -& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT (h) L** LESS THAN 7'-9" _ La* GREATER OR EQUAL THAN 7'=9" AND LESS THAN 12�'-3" L" GREATER OR EQUAL THAN 12'-3" POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE 0' - 15' 42.7 5Z2 40.5 52.4 37.8 46.8 > 15'-20' 45.4 60.8 43.0 55.7 40.1 49.7 > 20'-25' 4 Z 6 63.7 45.1 58.4 42.1 52.1 > 25'-30' 49.4- -66.2 - 46.9 60.7 43.7 54.1 > 30'-40' 52.5 70.3 49.8 64.4 46.4 57.5 > 40'-50' 55.0 73.7 52.2 6Z5 48.7 60.3 > so' -so' 1 5Z2 76.6 54.2 70.2 50.6 62.6 3 p � . C3 'G VINDICATED PRESSURES CORRESPOND TO THE MAXIMUM END -ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR B*MMA SHUTTER -HEIGHT. * PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A F.S.C. APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P S F2 FOR ASCE 7-05 P- K ROOF HEIGHT GREATER THAN 60 FEE BASIC WIND SPEED = 140 mph CATEGORY If BUILDINGS (I=1.00) �- RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT - L** LESS THAN 12-3" Law GREATER OR EQUAL THAN 12'-3" (h) POSITIVE NEGA7IVE POSITIVE NEGATIVE > 60' - 70' 54.1 -99.1 49.2 85.3 > 70' - 80' 55.6 102.0 50.6 BZ7 > 80' - 90' 5-70 104.5 51.8 89.9 > 90' - 100' 58.3 i-106.9 53.0 91.9 rOtr' - 120' 60.611 T `t 55.1 95.5 120' - 140' 62.6 114.7 56.9 98.7 > 140-' - 160' 64.4 118.0 58.5 101.5 > 160' - 180' 66.0 121.0 60.0 104.0 > 180' - 200' -6Z5 123.7 - 61.3 • 106.3 > -200' - 250' 70.7 129.6 64.3 111.5 > 250' - 300`- 73.5 134.7 66.8- -115.8 > 3D0' - 350' 75.9 139.1 69.0 119.6 > 350' - 400' 78.1 143.1 -71.0 123.1 > 400' - 450 80.0- 146.7 72.7 126. T > 450' - 500' 81.8 150.0 74.4 129.0 -L) THIS _CER77IED SIGNED AND SEALED WIND LOAD SCHEDULE, --PREPARED BY THIS ENGINEER, BASED ON ASCE 7-05, SECTION 6 STANDARD, FOR A' BASIC WIND SPEED OF 140 ,MPH, AND APPLIC48LE IMPORTANCE FACTORS &- EXPOSURES, IS COMPLETELY GENERIC -AND DOES NOT PROVIDE INFORMATION FOR A SITE SPE " PROJECT. 2.) THIS WIND LOAD SCHEDULE MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPOAfSIBLE FOR THE -SELECTION OF DESIGN WIND LOADS BASED ON INS GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.1 DESIGN -WIND LOADS SEZECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDIOUED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET; OPENING SCHEDULE/CHART, ETC.). / O _� •- 0 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO"lPrCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE This is Not A Master Drawing, Valid Only For One Time Permit, 1`0 e o ```e��eemllllees�so�i • � • •��CENSF � Z Z No. 4416 � o 2007 FLORIDA BUILDING CODE. _(NON HIGH ZONES)