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HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: / / 0 7- 0 U 1 J' Y � � t St. Lucie Cc - ,iy 5i "'IVJVEC 'Building & Zoning Department By 2300 Virginia Avenue St. Lucle County Fort Pierce, FL 34982i�'Ll/>7 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT f� SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: a 3OZ G� OAK �, , fl Y iC e- /=L 2. PARCEL ID NUMBER: DO r-15aU 11 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: .1 n S t a USA c o r ion 56 + ey r © 0 e-ti,n-N 4. TYPE OF STRUCTURE: SFR—Z'Q_ ADDITION OTHER 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: k6kil v6ijA FL Reg/Cert #: Address: e2&? �l Q 16k tV, County Cert #: City: FT, f, P rG P State: ` L / Business Name: Zip: Phone:, �7•S� ��%- .�O.S� Type of Surface attachment: Wood Frame Concrete Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Analysis 120 mph 130 mph 140`mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion 75a, Roll U Colonials F 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: $ I y N S a FEES DUE: ? 1` - RECEIPT:' OWNER'S AFFIDAVIT: I certify that all of the information contained in this applica pil is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT QUA JFIERS/OWNERS NAME SIGNATURE OF IER/OWNER STATE OF FLORIDA, COUNTY OF J-44 4-_ ACKNOWLEDGED BEFORE ME THIS _ r DAY OF /- 20�, BY, "—red" WHO IS PERSONALL KNOWN 0 ME OR WHO HAS PRODUCED E TIFICATION. 79TGNATURE Q NOTARY TYPE OR PINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSIO NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU P VEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B A� COM NCEMENT. , :* a MY COMMISSION # EE 061159 EXPIRES: March 0, 2015 Pp Banded Thru Notary Pubtie UnderwrIterS INSTRUCTIONS: Please complete all information in the space provided. All information must beVflnted (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kirid'of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building..activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. <s 3. DESCRIPTION OF PROJECT -OR -WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. , CONTRACTORS INFORMATION: ................................... 6. VALUE OF CONSTRUCTION: .......................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work` to take -place. Total cost of construction includes all material and labor-costs•associated with the building/construction activity. .The value of construction is used to determine• the amount'of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular, office hours (8:00 AM-,5,Qp,PM), Mondaythrough Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS * EXISTING RESIDENCES All shutters must be' installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 Fie Edit View Bookmarks Tools Window E,, ccvnHelp XY � V f0parcelBoundaries [0.70 I!e]j ❑ Kghbgfte, Layers �41 RII Parcel Boundaries ,Wj Basemap Markers Communication Towei F.] County Boundary J Overlay Zones R5-4 RU Sections ,,j Historic Structures RS-4 RU Address Master �±j C1 Misc Addresses B .13 Hydrology Names Road ROW Dimensioiti Yj 0 Lot Lines t+�- 0 Block Numbers Anno 4, :V:J Lot Number Anno oj 0 Parcel Dimension Anr f1 17J Manaaed Care Fachti- 41 'j; Q ROW 349,49; 23=24 LI Parks & Preserves R8-4 RU i IZ Major Roads Ft Pierce, ,1] DV Streets it w 0 Historic Sites Hydrology f7l Annexabons Oi Annexations 7 L, 0 Zoning , �-j EVI Future Land Use VI R9.4 RU E] Flood Zones 'f, El Petitions ±J 0 Airport Runway Site Plans 1 El WincIzones Mobile Home Parks RS-4 RU Izi 10 Subdivisions ',J SoficlWaste Service .pf L11 Major Hydrology- CPUB 1�1 Ubrity seance Areas JCFU� yl Zip Codes 'j-1*J J L$ 'nuis places and addresses on the map 883918.04 1144214.85 Feet 91 4 Ely, Jul 05, 2011 09:24 AM Property Appraiser - St.Lucie -linty, FL Page 1 of 1 PROPERTY RECORD CARD Raymond A Boyd Record: 1 of 1 <<Prev. Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 2324 OAK DR ParcellD: 1436-602-0008-000-6 Sec/Town/Range: 36 :34S :40E Account #: 12182 _ Map ID: 14/35N Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Raymond A Boyd Frances L Boyd REV PL OF FORT PIERCE SHORES -UNIT 5- BLK 28 LOT 3 (OR Address: 74 Boyd Road 1153-2341) Callicoon NY 12723-6602 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 128100 Land Value: 89300 Acres: 0.23 5/11/1998 75100 00 WD 1153 / 2341 Assessed: 128100 Building Value: 38800 4/27/1998 0 01 PB 1141 / 2779 Ag.Credit: 0 Finished Area: 1118 SgFt Exempt: Taxable: Taxes: 2662.45 BUILDING INFORMATION Exterior Features View: RoofCover: TG - Tar & Gravel RoofStruct: PT - Pitched ExtType: HC+ -HC+ YearBlt: 1961 Frame: - Grade: C+ - C+ EffYrBlt: 1970 PrimeWall: BP - Conc Block StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features Bed Rooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 3CHT -3CHT S 1 1 AV AV 1970 1 0100-SF Res 228 -Front Ft 80 125 3CHT -3CHT S 1 1 AV AV 1970 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prelid=143660200080006 7/5/2011 (772) 335-9198 Port St. Lucie lks dy 2 461-2116 Fortf� C(A"e 4 y LAYOUT SHEET 0 0 Du6ng installa ion we must have access in and out of property for good 40ailotiom Owner' or mmeone with must be Resent during k t lkfflbi to kqm balonoe due. '� pay FILE COPY .. . _. its Florida Building Code Online Page 1 of 2 IfI rSi���' �,I,�zi�'a�c�t`Tj4ig*i4.k-�r u�.f 'S`���Y�.�..; �Y2w�y15"��r� �.r"��i; �tvtyb �t""ft. i�4 nt'. 'i r'.rJh'?�. r:.Y.m�r�7.6an.,,. "�''"'!: "'=",• y,"" BQS Home F.ny In l6c ReWtratlon tbL Topics Submit %ndtuge Staff h Farms N"¢pons F8C Smtr BM%e Nap Lints Search I �4i ' Yi3a (� Product Approval .' USER: PuWk user 77 �% A•Frad7±: LProduct Approval Menu > Product or Appitcation Search > AopticatMn List > App9otion Dntall FL* FL389-113 Application Type Revision f", Code Version 2007 Application Status Approved Comments r� wr5 pis^y. �.7 Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Bill Feeley Irodriguez@eastemmetal.com Shutters Accordion 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 Dwa No. 08-227 Certification of Indeoendence.odf Standard Year ASTM E-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 Florida Building Code Online Page 2 o ;IWnunary of Products --�— —+ - - Fl. # Model Number or Name Description 89.1 Bertha HV Accordion Shutter --Blade 1 Extruded aluminum InterlocWllg blades retained by trades (top and Dn - Non-HVHZ Drwg #08-227 bottom) for storm protection Limits of Use 8atlon Lrsta�xxiom Approved for use In HVIM, No Fl389 RB II Drawing No. 08-227 Revised.odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc Impact Resistarro Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Otberr Large missile level "D" max. span Is 16'-0" for 3D.0 p.s.f (for FL 89 R3 AE Diva No. 08-227 Product Evaluation Reoort.odf symmetrical and opposing centermates). See sheet 9 of 14 of Created by Independent Third Party: Yes Installation drawings far other spans and pressures. This product all not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Back grit DepuftnentafammunitVAffeirs Codas and Sloo lords 25W SAWWrd Oar 8ewev4rd nPahassee, Rarfde U399-2200 (830) 467-2824, Fax (8.50) 414.84315 ® 2000-ZOIO Tha SMB of Rodda. An rlptts rescued. Pmeluet Ap�proval Aempru � l }10--i ME 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 ASIDE 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 NM USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 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 DACROSHIEL.D000ATING 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 kst MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 kei 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 Jt4 A VISIBLE PLACE W WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W@ OR ALTERNATE LOCK MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK Vj , OR AN EGRESS H.V. LOCK (V SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. P.E. SEAL/0NATURIE/DATE 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1 L E C O �nc. TILLIT TESTING & ENGINEERING COMPANY GM N.W. Wft SL. si.. 30% WFUN rARMIM. FLORIDA 33 Phone : (305)e71-1530 . Pat : (305)871—t531 •—mo7: t9bcceMI.ccm E9-0008719 WALTER A. TILLIT .1, P.E. FLORIDA Uc. / 44167 A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8360 0 2009 EASTERN METAL SUPPLY. INC. I BERTHA HV.. I Accordion Shutter Svstem t na a In I Ua/Na DATE: 09/05/09 2 GENERAL D/s7/I ORAWING No 3 08-777 14 2 I W5 .053* 4,321- ON, A COVER PATENT 5458179 OB HV CEILING HEADER 3.5W - VAR 2 8701 1,226" C--- L - ---- ---------- 0. J O2" 3.22'! 3.629" VHD 2* (mox.) BIO HEADER/SILL & VARES 1.918- ac W— rlr-7:1 3 �(V. 2" (Max. 1 DIRECT DNT @3- FLOOR ANGLE . (SELF MATING) .12W IYP. MARIES M 2.ODV ©13.0. WALL ANGLE QIJV WALK—OVER.TRACK X Y 0._062' 1 ' 2' 0.062" 2'. 2' 0.082' 2- 1- 2' 4' 0.062" 2-- 5' 0.062" ®SIDE ANGLE v _ / 7771 �T7E C �Otmc. TILLIT TESTING & ENGINEERING COMPANY l SM KW. 36M S1, St. 3343, "27" comas. ROMA w e . :" ' Phwe : (,305)871-1530 . Fax : (305)871-1531 4-MOL' ffft-ft&� EB-0006719 WALTOt A ILLff Jr. P.F- P.E. StAL/.b§IdN'ATURE`/DATE FLOFMA U.. 1 44167 AsSinSwA. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX. (561)209-8380 670 352". 2 9041180- STARTER (X)Hy cogurig cENTERmATE # 3 02009 WMRN MAL SUPPLY, INC. BERTHA HVTm Accordion Shutter SN W1 DRAWING No 08-227 T VARIES 1 1130, /1 LONG tCESSED au -20 OR3/e'f-18 r14" ASSEMBLY T 03 WASHER. NON YLON BUSHING. EVERY (� ��) AT OTHER #14x2 3/4' H.V. 1. KNUCKLE ACCORDION PIN 'A W/ 13 HEAD 4•e © LOCKING ROD RE SHORT F a /14x2 3/4' H.V. RECESSED ACCORDION PIN (SEE NOTES ON SHEET 4) .3 8"0-16 ACET S. NYLON BUSHING. � W/ d8 HEAD ; to n M 1_(_ THUMBSCREWS 4 /3 NYLON n HV BLADE HV ^ WIT WASHER a ACCORDION ACCORDION r am, 1/TNTffA m Gsf 1 4�-20 PIN PIN 318'6 870'r3/Is )A -M CAST t us PA�t 0.188•o .ISI THICK NYLON nr.) 302 SERIES S.S. WHEEL. RIVETS , ea 47Ci' m AISI 302 4V' 1 7 . SERIES S.S. ,t WHEEL I ' BRASS C1t1Uat I CARRIAGEARM CAINCER ' /2 SHORT I F a KM (CHROME (afROYE PIATED) I I I RECESSED p PLATED) VLO.GR HV NYLON BUSHING E ® H.V. LOCK/ EGRESS H.V. LOCK ACCORDIONBLADE PIN I I @ I I (SEE NOTES ON SHEET 4) PIN I I B E I I 0• .0. Fi= • I I I ' BLADEPLASTIC i z MOLMHEAD 'n� t8•1Bj�1ECESSED N I jE LONG , SCREW NYLON BUSHING. i RECESSED I NYLON BUSHING AFTER RIVETING TYPICAL SHUTTER ASSEMBLY BEFORE RIVETING SCALE: 3/8' = 1' 114"0-20 x 3/4" 1.14"0-20 RIVNUTe mo.324' /14x2 3//4' H.V. #I4x2 3/4' H.V. S.S. THUMBSCREW ACCORDION PIN ACCORDION PIN .'-II- p W/ #8 HEAD W/ d8 HEAD ® ALTERNATE LOCK �TO HV LOCK I I •a� I (SEE NOTES ON SHEET 4) I *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FIANGE THIN SHEET NUiSERf, PART 10820. AS MANUFACTURED BY WHEEL CARRIAGE DETAIL AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL N.T.S. fTIL7EC O Inc. TILLIT TESTING do ENGINEERING COMPANY 6M N.M. 3elh. St. St.. 30% VIRCYaA CARD01S FfdM% 33 -5--r•�� Phone : (305)871-1530 . I= : (MJ' )e71-1331 -m .oll: 1i4co®eWc . D3-000e719 WALTER A. TIWT J`. P.E P.E. SEAL/SIGNATURE/DATE FLORm Ile. / ww A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (581)209-8380 ASSEMBLY LAYOUT N.T.S. i CODE (Non high Velocity Nurn ® 2WO EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter SN DRAWING No 08-227 1. MANDATORY CONDITION it: 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 Q) 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 i1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO hIV LOCKS 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL. CONDITION i2: LOCKING RODS 0 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 J2: ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® 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 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. 5. ALTERNATE To MA DATORY CONDITION 61 VAUD ONLY FOR MWMETRICAL CENTERMATESe ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTER LOCK A MAY BE USED AS AN INSIDE OR OUTSIDE LOCI. ATTACHMENT OF 1/440-2Ox3/4" S.S. THUMBSCREW TO QOR (tut) CENTERMATES SHALL BE MADE W% 1/4"0-200/4" ALUM. RiVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEEr 7. P.E. SEAL/SIGNATURE/DATE Oat®� WW1 0 7@--@- © : •► TYPICAL 0•© 0.. it E C -0, N c. TIWT TESTING & ENGINEERING COMPANY 6M xW. 36UL St.. Ste. 3M MOM GAMXN% FLMDA 33 Phone : (305)871—WO . Fc" : (305)871-1531 ES—Oaae71lM71 ol.caln 8 WALTER A. TBJJT Jr. P.E. FLORIDA Ile. / 44167 AI.SI.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 OF CORNER CENTERMATE 020M EASTERN MEM SUPPLY, INC. BERTHA HV TM Accordion Shutter Sv 1 2 I I I DRAWING No I r QS-227 T >' I0i `CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) WALL MOUNTING INSTALLATION CONCRETE ANCHORS SEE SCHEDULE ON NOTE FOR CONNIATION OF SECTIONS: SHEET 10) 1/4'0-20x3 4' S.S. MACHINE USING 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY POURED CONCRETE- 1/4'-20 NUTS O 12' O.C. 2- MOUNTING SECTIONS CAN BE COMBINED REQUIRED 1' Mg.. IN ANY WAY TO SUIT ANY INSTALLATION. E O a • E. D. - EDGE DISTANCE • E (SEE NOTES & SCHEDULE ON SHEET 11) c ' AM N EXISTING i Y •.• MIN. SEPARATION TO CLASS ,1 � w ii �i \ • s � N � m E 1' Min. 1/4'0-2Ox3/4' S.S. PHIWPS CRETE ANCHORS TRUSS HEAD MACHINE SCREWS ORPOURECONCR BLOCK ETE (SFEES SCHEDULE ON USING 1/4'-20 NUTS O 12" O.C. ETE10) WALL REQUIRED ® WALL MOUNTING INSTALLATION INSTALLATION DETAILS T •. ^ . - I-L E C O .N.. --' TIWT TESTING d: ENGINEERING COMPANY // 'a✓ / cy - SM N.W. San St., Sr. 303. %iM M WADTN3. 1LDRDA 33 Phon• : (303)871-1330 . I" : (303)371-1531 , ES-0000719 WALTER & TDLr Jr. P{, P.E. SEAL/SIONATURE/DATE ROFM U`. f 44 ,67 A.S.S.A. American Shutter Systems Association. Inc. 4268 Wastroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ® 2009 EWERN METAL SUPPLY, INC. BERTHA HV ` Accordion Shutter Sti DRAWING No 08-227 a /;, 11 101p ./ i I• ■ -j MIN. SEPARATION M j)■j TO CLASS © CEILING MOUNDING INSTALLATION MN. SEPARATION ' aj TO CUSS i OF IF (_FIAT HEAD CONCRETE ANCHORS (SEE SCHEOA.E ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION N. SEPARATION TO CLASS EXISTING { GIAS" 0 f14:3/4- SS. HEX HEAD TER SCREWS O 9' O.C. OR 1/4'0-20 S.S. N.S. W/ NUT O 9' O.C. ; a I) t HQIE. THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) NOTE FOR CQUBINATIIN OF SECTIONS- 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MDUNTIRG SECTIONS CAN BE COMBINED N ANY WAY TO SUIT ANY INSiALlATpN. • E. D. - EDGE DISTANCE (SEE NOTES a SCHEDULE ON SHEET 11) CONCRETE REQWRED-" !--^c. D.• t ®FLOOR MOUNTING INSTAL I eTION t INSTALLATION DETAILS FLORIDA BUILD CODE Non High Velocity Hurricane Zon 02009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System _ IL- E C O �N�. ■ ■ . � � � � American Shu#er SyefeEne Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (661)209-8380 TILLIT TESTING do ENGINEERING COMPANY SM N.W. 36U+. St. R.. 3113. VOCNA CAROfNS. Ptaaaa 331 PAan• : (303)071-1530 . F*0 : (30S)571-1531 •-mm: ut•aoe•ae•m Ee-0000719 WALTPLTEgAAuI/ utiE OESCMPM oAi[ per^ b,, Fp. •// 2 /O P.E. SEAL/SIGNATURE/DATE 1 ao •3-IN •/aya DATE: o9 o5/o8 2 DRAWING No 08-227 - SHEET _ . OUT (600-TO ANGLE W 1 JA * SEE Noes ON LOOKING ROOS®. - LOCKS© EXISnNG CLASS IAre ALTERNATE LOCKS . ON SW 4. ,SEE END WALL CONNECTIOI R EXISTING GLASS DETAILS ON SHEETS 8 & 1 — — — — — — — — — — — — — — — — — — — — — — — — — ---------------------- ——� 3 1/4• 7• 6 1/2• 7• OPPOSING SYMMETRICAL '/2. /to.� 4• S.U.S. 0 12• CEwN�TE�R,M.KAT�ES O.C. FULL LENGHT. 1L• -�V'J* SEPARATION - t - To/ - - I N - `" 1 - - U-] - i GLASS IN S 000 FO; � G O41@ORQ J�EXISTINI cuss IN 1• WN. OPTIONAL SEPARATION (INTERIOR) TO GLASS --_ -_--- ``NO !_R04 .1 FAB ap 6me —©OR SECTION 12 DIETING GLASS 1----------------------—�•— ---- SY— — MMETRICAL ,* IN �oR©oR E I. MM. /T OUT ©OR -'- ` TILUT TESTING do ENGINEERING COMPANY h Y/ /j•D seas K.W. JaA. St. St. 3oa. NAAlfA oNOa+0. nOiLOT u vlbM : (sIs)a71-163o vm:: (303)871-1031 ' EB-0908719 • . WALTER A. TILUr .N. P.E -_-- •------�-- -•-- FLORIDA UC. 0 44167 -TE OR X WALL O�r OUT I _ 6 1/2• MAX. SLACK I 1 SECTION 12 AT SLACK DETAIL (IF AEPLICABLE) FLORIDA BUILDIN0 CODE Non High Velocity Hurricane Zoi ■ ■ ■ ■ AS S A Am•rtoan Shutf•r Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (881)209-8380 02WO EWERN NLUL SUPPLY. INC. BERTHA HV T" Accordion Shutter Systeir O` RMM ME 0— : r.P. ' 0 1D 01-I" �/�" DATE: Ofi OB/a K DRAWING No 08-227 �„�� 3 4 POURED CONCRETE OR - -- POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETEa,2* D CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIREDBLOCK WALL REQUIRED REQUIRED EXISTINGGLASS EXISTING GLASS ANCHO 16' O.C. �EXLSRIiG CLASS(O ( 1� - -72' EXISTINGGLASS MIN. 1' MIN. ECONCRETE EO SEPARATIONEQ TO LASS SEPARATIE 1/i6•x3• MAX. (6063-TB) TO GLASSEPARATION CATIO CONT. ALUM. CLOSER \ 1/2' TO GLASS (LOCATESDE PLATE. (LOCA SIDE EITHER 1YIN ��� ♦US 1. OR 2• MAX. p) I (AS IJCABLE)x2•x1/B•x0•-2' 1/2• MW. A-L M CUP lWCLE /1091/2• S.M.S. I - '-'- - — - (60 T6 ALLOY) AT MIDHEIGHT t100/2'S.M.S. O Is, O.0 ----- - W/(1 TO 100/2• S.M.S. h (2)1/4•0 TAPCONS O 16. O.0 ANC TO WALL AT 1' O.C. (L TE AT EITHER SIDE OF @ ) SEE DETAIL X FO SIDE CONNECTION SEE DETAIL X FOR TO TRACKS SEE DETAIL-X F - -- -OR©OR(r) SIDE CTO TRACKSONNECTI- - - - - - -- - - OR(DOR®OR® SIDE CONNECTION OR® OR©OR®OR® OR©OR OR(E)OR®+(DOR(D TO TRACKS OR(D+OOR(D OR®+OORO OR®+QOR END CONNECTION DEJO END CONNECTION DETAIL 10 END CONNECTION DETAIL END CONNECTION DETAIL POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED ^pgS11NO GLASS L - REQUIRED — 5 OR©OR© — — — � OR(q+OORO 1• MIN. 010x1/2• S.M.S. O 12• .0 1• MN. SEPARATION '------------ J -'-'- _ - ' . SEPARATION TO GLASS // CONC41 E TO GLASS 1/2• MIN. Y .L_ _ — _ — _ -------- --- ANCHOR O ------ ---- 12" O.C. _ ---'-------- _ C ANCHOR Q 2)114x1 3/4' 1C. 26• MN. -� -- W PIN. (2)#14a1 3/4- O. HV IN. _ MIN. ----- o• u�a 2• MIN. © ® ® LOOR©OR(DORT oR OR oR END CONNECTION- DETAIL © OR®+OORO END CONNECTION DETAIL® OR®+(DORQ - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone r A■S■S ■A■ American Shutter Systems Association. Inc. 4288 Westroads Drive West Palrn Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 02009 EASTERN METAL SUPPLY. INC. BERTHA -HV TM Accordion Shutter System TIWT TESTING dl ENGINEERING COMPANY GM%W. San. sl. SU. =. a8aM Gv1OM nCRIM 331 Phone : (308)871-1830 . Fax : (305)871-1531 ftalxom EB -0006� 8719 WALTTRRDA. TILUT Jr. P.E. WO" Ile. 441e7 e'' 0E1 1°°0X AU ' /v - P.E. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: EXISTING POURED CONCREFE- W1/4 0% TAPCON OR T (eANCEDTHREADMM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Mtn. Pe - 3 fmi) - llrf x 3/4- ALL POMS SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & sPECOLTY COMPANY. (Min. f'. - 3 kd) 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, DHC, (Min. f e - 2 k50 1/4'0 TAPPER+ ANCHORS AS MANWACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECMLTY (COMPANY OR3 ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADPON TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/r. A.2) MINIMUM EMBEDMENT OF 1/4.4 x 3/4' ALL POINTS SOLID-SEr ANCHORS SWILL BE 71W INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/470-20 SS MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AZ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE MnNG WALL OR BDOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCIRE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE FOR INSTALATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT MEDAL STUDS CONSULT THIS ENGINEER. (a) To Extsw CONCRETE BLOCK: (Asm C-9o) - 1/4 f TAPCON ALL TPOINTS SOOUD�WITH o-SSET AS DISTRIBUORM TED AGY LL ANCHORS. SSCRIZW. SOLI MANUFACTURED SSPEYCW_ .7_Y•COMPANY - .1/4?P BLUE TAPCONCRETEANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. - - -- - - 1/4'I 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: B.1) ►AR14UM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 11,410 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE SL.0CK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREWY USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO DUST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. EQ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SOW. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFKATONS Of THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 'EDGE 131STANCE VERSUS SPACING SCHEDULE FOR ANCHORS MkX=M ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES WG;cA7ED BELOW. FOR E D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOU.OYIINO FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING I1ON•fg FOR FACH ANCHOR TYPE FACTOR ACTUAL EDGETAPOON D ANCg TAPCON WITH ADVANCED TECHNOLOGY ALL POW SOLID SET BLUE TAP w/ CLIP IN.SPTAPPER + MIN. SPACI ED. MN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING - 3' 3 3/4' 1 4' & ED �•BLrOCK PM7 M CONCIETE Wl ED,-3 Tir caam GI= MH. E0..2 1/Y POURED CO 4ETE & �ONC QE3MR POLL CO & Ca /iff MIL •ITS OK POLNED OXC EIE LN EA-3 1/2' OMC= BOLL 1K E0.2 1/Y 3• 1 fA OLIO to 0.73 to 044 1.0 21/2- - Gal 1.0 - 0.87 1.0 r - 0.71 - - - 0.51 - . - - - - 0.43 - 1 1 2' oae - - _ _ 0.35 IL ECO ENS. - TILUT TESTING & ENGINEERING COMPANY GM N.N. Mo. St. SW. JOT. 4II201u GNWU4% FLOE A 37 Phone : (3051871-1530 . FED:: (305)871-1531 e-MON: titeccowl.com • •• FB-000671Y WALTER A TRLIT Jr. IF- P.E. SEAL/SIGNATURE/DATE FLOROA I$. if 44157 A.S.SwA. American Shutter Syatoms Association. Inc.' 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 Ph: (877)999-2772 FAX: (561)209-6380 4 02009 EASTERN METAL SUPPLY, INC. BERTHA W T" Accordion Shutter Sv DRAWING No a8-227 MAXIMUM ANCH R+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) !S�; U B �T RAT 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 00 WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 2W3W & 6W 1 W. , CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 2W 1 W, , 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOMD (W) NEGATIVE O(SION LOW (pf>) NEGATIVE DOM LOW (pq) NEGATIVE DESIGN LOAD (pM) NEGATIVE DESIGN I= (psO NEGIOIVE DESIGN LOW (ptf) NEGATIVE DESIGN LOAD (M() 30141. 60 75 90 105 30 40160 75 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105,30 40 60 75 90 11051,30 40 60 75 90 105 '-0" OR 12 10 10 9 8 8 6 6 6 6 6 5. 12 10 10 9 8 8 6 6 6 8 5 4 12 10 10 9 8 8 8 6 6 4.5 4 3 B 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 B 8 6 6 5.5 4.513.5 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 .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 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 .5 - 7'-0" 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 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.513 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11 "-0" 12 10 5.5 - - - 5 3.512 - - - 12 10 4 - - - 4 3 2 - - 12 10 - - - - 3 2.6 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 - -12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 15 2 - - - - 6 4 - -14'-0" 12 10 - - - - 4 E2- - 12 7 "- - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - -15'-0" 12 - - - - - 3.5 - 12 - - - - - 3 --- 1.5 - - - - - 2 - 616'-0" 12 - - - - - 3 - -12 - - - - - 2.5 - - - - - 11 - - - - - 2 - - - - I - 6 - - - - f" NOTES ON !ANCHORS REQUIREMENTS WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"A TAPCON OR TAPCON WITH ADVANCED THRE ADFORLI TECHNOLOGY ANCHORS. AS N*UFACMiED BY I.T.W. BUILDDL W/ MNDIUM TiiREADED POWRATION AS DDIGTm AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 SELCIV. 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-OSS (N.DS) -DOUGLAS FIR W/ G-0.50 (N.DS.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S) -SPRUCE PINE FIR SOUTH W/ 0-0.38 (N.0.3.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOWD"TIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IL EC O INS. TIWT TESTING & ENGINEERING COMPANY &M ILW. 36tR St. St. 3W VOMM ONIOETa. ROW6A 33 Ph": (303)371-1330 . Fox : (3W)371-1331 •-man: Dltftvftd.w EB-OOCU19 WALTER A. TILUT Jr. Pt __.. ...... ,....r FLORIDA Uc. 1 "137 All,s:.-s.A. American Shutter Syatem3 Association, Inc. 4268 Westroads 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 HV TM Accordion Shutter Svst t I an ao-no I Uw/ttU DATE' 09/0S/08 2 T "ON o/nV: DRAWING No 3 08-227 LL FINISH 1/4'0 TAPCON OR -TAPCON WITH ADVANCED THREADFOR M . TECH W OLOCY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) F OR - . I ���EXI.MIN. STING2'x4' WDOD I HEADER REQUIRED EXISTI_ NG T WASS-+ I I �,- MIN. TOSGLASS 1© WALL CONNECTION AT TOP ExrsT1�� 1 MN. sEPARATION 1 COAT. TO GLASS WOO WOOD PLATE REO'D.-1 ' T_ a INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY WZ1 1 Mn. PENETRATION 0( T1 II AREA TO I DcrrnNNGum a nuFo�� 2'x4' W HEADER RE I DU G �_I' MN. CLASS SEPARJ ro cuss 1 EXISTING 1�.----1" MN. SEPAR! GIA^a - TO GLASS 1 f-Tl 1 r'l� 2'94" CONT./ 1 WOOD PLATE • F OR © REO'D. 1 ^ �114V'd TAPCON OR TAPCON WITH ADVANCED THREADFOAM TECHNOLOGY W/ 1/2' Mtn. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2' MIN. COX PLYWOOD REO'D. E70STING MIN. 2514" STUDS O 16" O.C. MAX. REO'O. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. ® WALL CONNECTION AT BOTTOM 1/ S.S. MN1 MN. 1/4'-20 NUTS TO EXISTING 1 GLASS-1 1 I OR TAPCON OR YAPCON WITH ADVANCED V�A 1111 THREADFORN TECHNOLOGY W 1 i/Y Min. PENETRATION THRE1pEp 2'x4' CON. SILL PLATE REW6. ® WALL CONNECTION AREA O MIDWIOTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) AT B TTOM 1 1 MN. SEPARATION 1 TO (LASS cLAssEXISTING-4 1 1 . 1 I FI=7 I 5C `I/4Y-20.3/4" S.S. MACWNE SCREWS_ W/ 1/4'-20 NUTS O 12' O.C. 1 4'0 TAPCON OR APCON WITH ADVANCED 1/2' MIN. CDX PLYWOOD REO'O. WALL FINISH THREADFORM TECHNOLOGY W/ 1/2' Wn. PENETRATION OF RIREADEO AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) ® WALL CONNECTION AT BOTTOM SCALE: 3/8"=1' t�SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNrtNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. j ----I/4'4-20x3/4' SS. MACHINE I ` 1 I/4"4 TAPCON OR SC� �G 1/4'-20 NUTS 4" CONT• O 12" O.C. _ PLATE TAPCON WITH ADVANCED 1'D. THREADFORM TECHNOLOGY IN 1 1/z' 1Gn. PENLTttAnoN of THRf .AREA o MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET is) 6W WALL CONNECTION AT BOTTOM rLUNIDA BUILDING CODE Ron High Velocity Hurricane Zone C 2009 EarmN YErAL SUPPLY, INC. BERTHA Accordion Shutter HV TM System a : '`' =r` = Y 1 • IL E C O 1!!t. A■SmtS.A■ ^ _ k : TILLIT TESTING do ENGINEERING COMPANY taw. American Shutter Systems . N DFSCRmIWN DATE or— . FP -AA 1 as Win .AaA• DATE: 09/05/08 e3ss 3xln sL SW.. sm v4A a vRaoN7c nnRnA AI AfI1fOCiOtiOr1. InC. 2 7NA� Wf µTECIWO�� /27/1 DRAWING No 7�. Phw.: (303)871-1330 . Fox : (30S)671-1631 .--a: tnt.caeow.can 4268 Westroods Drive EB-000&719 Jr. West Palm Beach, FL 33407 08-227 3 0 C CCAI /GIP\IAYI IBC /,IATC FLOWOAiIc f Ph: (877)999-2772 FAX: (561)209-8380 4 Ctl Ce'1' EO E 2' MIN.-4'x8' Min.) EXISTING WOW y " BEAM RED. STRUCTURAL MIN. (IF APPLICABLE) ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY OD S (�� 1/4'6 TAPCON OR TAPCON REGISTERED ENGINEER OR \ / WRH ADVANCED THREADFORM - A PRIOR TO SHUTTER / I TECHNOLOGY ITW BUWEX EXISTINwowWALL INSTALLATION. LLATION. \ % O 6. O.C. 1/2• TRUSSES OR E FINISH / X W/ 1 1/2' UK THREADED 1/2' RAFTER 0 224' O.C. REOUIREO TTAPCON ORAPCON EXOSTING CLASS•--� .' L % \ f PENETRATION INTO STUDS OR W/ MIN. 1/2' THREADED PENETRATION TO 1/2• COX WITH ADVANCED �S.� SOFFIT THREADFORY TECHNOLOGY r \ I PLYWOOD IF NO STUDS EXIST. S/4' Yax. iFtK. W/ 1 1 2' MTn. PENETRATION / 1 S.M.S. 4• Q t/8• EXISTING WOOD BEAMOF I AREAO ALUM. TUBE O O 0 8, O 8' O.C. (9063 ALLOY) (SEE SCHEDULE ON SHEET 16) f_(3�5 16• TO NON. - 1/2' NW. COX I __ LAO SCREWS OR E SEPARATION PLYWOOD. I I OB TRUSS. LOCATE LAG SCREWS AT 1 WDWATH OF EXISTING WOOD TO GLASS E CRO 1 II NOMINAL OPEN HOLE A7 EACH WI 2' Y I I 1 1 2' MAN. 11 OF ED AREA. VAUD FOR 1 5/1.6 LAG SCREW INSTALLATIONS WITH 72p6T MAX. EXISTING I I I 1 AT CENTER OF TUBE. DESIGN LOAD AND W-O' MAX. GLASS --I SPAN. THIS INSTALLATION IS ONLY I 10x1/2' S.N.S. I 1' MIN. SEPARATION SVPPEECIFICRWOOD WGOF 0.50 AS DOUGLAS E)OR®OR©OR O 16' O.0 TO GLOSS EXI I I FIR OR SOUTHERN PINE I 1• NW, No. 2. OR EQUALN w OR OORaF® lSTING GI� I © HOLLOW CEILING MOUNTING INSTALLATION END CONNECTION DETAI 1 W & 4W ® SOFFIT MOUNTING INSTALLATION 1/4'6 TAPCON OR TAPCON 1 2'x4' MIN. WOOD WITH ADVANCED THREADFORM - TECHNOLOGY ITN IX BUXLD 1' MIN. —SEPARATION SM75 REO'D. [ANCHORS W/ 1 1/2' YIN. 1' MIN. TO GLASS EXISTING CLASS �-•INTO THREADED PENETRATION STUDS 0 12' O.C. TO GLASS I' MIN' ALTERNATE ARATION TO EXISTING 1 ANCHOR CUSS J IDECK wN WOODIRED ©' I1 3 a IGI�ISS RHEHEX hl REQU FINISH 2•x6'-MIN. WOOD DECK W1ASF AD TEK(NO SCREWS O 12' O.C. ALLOWED) REQUIRED (NO FINISH ALLOWED) 2'A0EDGE OFDEC EDGGPOF DEC 1G PLI a-2' YIN. OF DECK IF 1/4'I TAPCON OR TAPCON WITH ADVANCED TECHNOLOGY `-2MIN 1/4 f TAPCON OR TAPCON WITH 2' MW. �1�E 0-®OR WALL FINISH 1/2' Yin. OF in. PENETRATION ADVANCED THREADFORM TECHNOLOGY THREADED THREADED AREA INTO WOOD DECK. INTO WOOD �: W/ 1 2' Y'n. PENETRATION OF �� ® (SE[ SCHEDULE ON SHEET 16) 1-SEE SHEET T FOR TYPICAL SHUTTER ASSENSLY AREA INTO WOOD DECK. 2-MOUNTING SECTIONS CAN BE COMBINED IN AN ANY WAY TO SUIT Y INSTALLATION. (SEE SCHEDULE ON SHEET 16) END CONNECTION DETAIL 5W 9© FLOOR CONNECTION 1.0 FLOOR CONNECTION SCALE- a/a, _ T' FLORIDA BUILDING CODE Non Ni h Velocity Hurricane Zone f © 20D9 EASTERN METAL SUPPLY, INC. BERTHA ""�VG A S S.A■ 44 Accordion Shutter System - •. �er�; TILLIT TESTING ENGINEERING COMPANY 6M MW 3Nh. Amertoan Shutter Systems " OESMPI10N DATE O,Om • FP. n6 ,,T ��' St. St.. 30. VRGWA GARDENS, FLOROA 331 ptxxf.: Aeaoclatton. Inc. 1 a6 Del. slwl6 DATE: 09/05/08 If 1; _ (305)871-1530'. 1" : (305)871-1531 .-MOR:Ot—ocef."M 4268 Westroads Drive 2 T F�"MFpiW AOviFCIOOL0�61 6/v/l DRAWING No 19 WALTER A. TILIIr Jr. P.E. West Palm Beach, FL 33407 3 v G P.E. SE'Al /SIGNATURE/DATE FLORIDA Lk- / µ167 Ph: (877)999-2772 FAX: (561)209-8380 4 5 4 E F 14 4 > • PEAK ROOF HEIGHT > 15'-10' > 20'-25' > 25'-JO' > J07 40- > 40'-50' > 50'-60' PEAK ROOF HEIGHT (h) > 60' - 70' > 80' - 90' 7.90. - 100' > 100 - 110- > 120' - 14D' > 740' - 76W > MO, - law > 780' - 200' > 200' - 250'. > 250 - J00' > J00' - 350' > J50' - 400' 450' > 450' - 500' BUILDING'S PEAK ROOF HEIGHT ` Ys_ DESIGN LOAD FOR COMPONENTS & CLADQING (P S.F.) FOR ASCE 7-02 - PE4K_ ROOF HEIGHT LESS THAN OP, 6.4SiC EQUAL TO 60 FEET WIND SPEED = 14' rnOh CATEGQYY II BUILDINGS -I.00% RESIDENTIAL, APARTMENT 8UILDINGS & Cc%MS!E^CI.AL BUILDINGS (RETAIL, + !�4ET.A1_, VIHOLESaLE) DESIGN LOADS INDICATED BELOW SHALL PRESSURES FOR A GIVEN OPENING OR ONLY BE USED FOR THE D£TER,1!!I•IAT/ON OF POSITIVE OR IJEGAT/V£ OPENINGS BOR'V OPENINGS BS LOCATED WIT,41N THE 80R1JE DEER' BY AlE4lJ OF OF A BUILDING WHEP,E SAID OPElVIJGS .ARE SURFCUND7 Br LOWEST FEET OF BUILDING, 4 BELOW SHALL ONLY BE USED FOR Tlif CETERAIIN..4TlOA! OF POSI?iVE OR NEGATIVE GITESS LOADS INDICATED GIVEN PRESSURES FOR GIVEN CPENU/ - , C Drc OPENINGS IMPACT RESISTANT LA .1GA/HST W:iJD GLASS OR ADEQUATE HUR IICAIJ£ICSHUTTF_RS. OF A EL/ILDINO WHERE SAID OPENINGS ARE SURROUNDED BY ' TIER OPENINGS LOCATED r r T' r a,ED 74'!1'HIJI THE LOWEST ** 60 FEET OF BUILDING, AND WHICH ARF ,VnT D AGq!NST l'/IND EORNE DESP,I BY' 'IE4N OF IMPACT R£S/S7ANT GL4SS' OP. ADEQUATE T - L'• LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9' AND HURP,ILANE SHUTTERS. LESS THAN 12'-J" C'• GREATER OR EQUAL THAN 12'-3' L•' LESS THAN 7'-9" 1'• GREATER OR EQUAL THAN 7'-5" AND POS/7 IVE NEGATIVE POSIT/YE _ _ - _ LESS THAN 12'-3" L•' GREATER OR £DUAL THAN 12'-J" 42.7 _ - 45.4 57.2 40.5 NECATNE 52.4 POSITNC 37.8 N[GATIVf PoSITIVE NEGATIVE POSITIVE _ NEW I) ME - --- POSITIVE 47.6 60.8 43.0 _ 55,7 40.1 46.8 56.1 70, 6 53.9 65.8 51.2 NEGATIVE - 49.4 63.7 45.1 58.4 42.1 _ 49.7 59.6 75.0 _ 57.3 69.9 54.4 60.2 66.2 - 46.9 - 60.7 43.7 52.1 62.5 - 78.6 60.0 73.3 -- - 63.9 52.5 70.3 4 y 8 --- 64.4 46.4 59./ 64.9 - 81.7 62.4 -- _ - 76.2 57.0 _ 67.0 572 57.? 73, 7 52.2 67.5 98.7 575 -- -. 69.0 _ _ 86.B 66.3 80.9 59•2 -- 629 69.6 76,6 54-2 70.2 50.6 60.3 -- 72.3 91.0 _ 69.4 84.8 74.0 65.9 62.6 75.1 94.5 72.2 - 88.1 77.5 68.5 80.6 -- - • -" -' �-�� - t Ic RUDE SIGH HEAT THAN 60 _ al• RESIDENTIAL BUILDINGSSIC WIND SPEED = 140 mph CATEGORY I, 1 AFARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL,WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OR OPENINGS OF A BUILDING WHERE S41D OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT WHICH ARE NOT PROTECTED AGAINST WIND BORNE OEET BY MEAN OF RESISTANT CLASS OR ADEQUATE HURRICANE SHUTTERS* 1MPAC1 RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. at4lcal L•• LESS THAN 12-3' 1•• GREATER OR EQUAL THAN 12'-3" I•' LESS THAN 12=3' L•• GREATER OR EOUAL THAN 12'-3" POSITIVE NEGATIVE - PoSf7IVE NEGATNE POSlNVE 54.1 99.1 49.2 nt : - NEGATIVE POSITIVE NECAm£ - 8..3 58.3 60.6 62.6 64.4 66.0 _ 675 70.7 73.5 75.9 _ 78,1 80.0 81.8 104.5 106.9 111.7 _ 1 J4.7 118.0 "" 121.0 _ 123.7 /29,6 134.7 139.1 _ 143.1 _ 150.0 50.6 57.8 _ 53.0 55.1 56.9 58.5 6U.0 61.3 64.3 66.8 _ 69.0 71.0 _ 72.7 44.4 87.7 89.9 91.9 95,5 98.7-- 101,5 �_ 104.0 106.3 111.5 - - 115.8 119.E - 123.1 - 126.1 129.0 74.7 76.6 78.3 87,3 - 84,0 86.4 88. 6 90.6 54.9 -- 98,6 10 J.9 104.8 - 107.4 --- l09.8 121.0 124.1 126.8 l31.8 136.2 _ 140.0 143.6 146.8 153.8 159.9 - 165.1 - _. 169.8 174.1 178.0 1 0 /• / 69.6 71.4 73.0 75.8 78.3 80.6 82.6 84.4 88.5 92.0 95.0 977 - 100.2 102.4 103.6 106.7 109.4 111.9 116.3 120.1 123.5 226.6 129.5 135.7 141.0 145.E 149.8 153.6 -- 157.0 NO I.) THIS ^£,R 0.1 1 SI wPNW'D AND SEALED WIND LOAD SCHEDULE, PREPARED 6Y 7X/5 ENC/i:f£R, fi4SED ON ASCE 7_02. SEW/Ofl 6 STANDA.?D, FGR A BASIC WIND SPEED JE 1}C MPH, A/IJ APPLICA6LE lMPORTA"C£ FACTORS 6 EXPOSUP.ES, /S CONPL£7ELY C£i•1£R/C AND DOES IIOT PROWDSE INF0.4MATIOI! FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND La4D SCHEOLu_ 1 E A!UST BE SIGNED, SEALED .AND DATED By THIS 6YC114fER 1F {15£D TO 08TA1N A ONE il1.lE BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPUNS/BLE'.OR TH'E SEcECTION OF DES16p7 3714D L•-WDS BASED ON THIS GENERIC WAND LOAD SCHEDULE 4.) THIS d?ND LOAD SCHEDULE SHALL BE CONSIDERED IMALID IF ALTERED BY ANY MEANS 5,) DESIGN BIND LOADS STHE CO THE CONTRACTOR OR PERMIT HOLDER FROM TN,S RIND LOAD SCHEDUL£ SHALL 6E 1140IC47ED ON , S£P.4RATE F DOC•lLNENT FR£PAR£D B}' THE CONT:;CT OR OR PEA.M.rT HOLOLi7 �1`" .•-�C-=:1 (.9., SPREADSHEET, OPENING SCHEDULE/CHART, ETC.), "-' XL' INDIC47ED PRESSURES CORRESPOND TO 7HE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF ' SLOPES Ar* L = STORM PANEL LENGTH, ACCORDION SHUTTER RUDE LENGTH OR a4HAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A ML4141-OAD£ COUNTY OR A F.B.C. APPP.OYAL 200-' FLOP,IDl4 EUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) 'L E C C ANC• \ T TESTING d ENGINEERING COMPANY x: JIM S,., s,., sow xxern44 ewnTNs r, as)ee 1J05)971-1330 , Fa> : (3C3)A71-1331 ED-0006719 WALTER A. ?ILLIT Jr. P, E. FLORIDA Lk. d' 4}167 ASCE 7-02 / WIND LOAD SCHEDULES STORAI PANELS, ACCORDION & BAH.41.4A SHUTTERS AS SHOWN suLE WIND LOAD SCHEDULE B4SIC "i"IND SPEED = 140 mph EXPOSURE C, Y,d O.BS /7/02 DATE n2 _ JF� DRAWING No •r-'>'• rvauoaw air pn•, N, orsrorpv yr4 , :e•N• rcr srw, Vw ,oi�, .i Ira• Hew vw u,r, s, o� SHEET 1 OF I / F.B.c aver cnpYYu Esc£ 7-c� �c/,:/ m