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HomeMy WebLinkAboutSUBMITTED PAPERSPermit'*- mber: ' St. Lucie County Building & Zoning Department C 2300 Virginia Avenue Fort Pierce, FL 34982 4�i�y Fd 772-462-1553 e Cod APPLICATION FOR STORM SHUTTER PERMIT �y /J SEE REVERSE SIDE FOR INSTRUCTIO/NS DATE: j_0o 1. LOCATION/SITE ADDRESS: 7 O 49,ee-4� 7 C�• '�7 • �TC/�CC �` 3 e? 602 2. PARCEL ID NUMBER: j 41e) — Jro 7' 0 OaO — SECT TWP 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: A�O/r.-� g � e_e �� tJ G/1 //O M-7 C © C V� 4. TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER IIN+FORMATION / / 6. Name: G� 4Cs ; N C C.� U qd /G ( /� Address: s9'41d 'a -e—u yn- City: Z/ f. ;G,_<'f State: Zip: I Phone: % J 2 - y0 % ' 3 CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: O(J oC R Business Name:'��x1. Type of Surface attachment: Wood Frame Concrete _X_ Masonry Other Product Type 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: A�O/r.-� g � e_e �� tJ G/1 //O M-7 C © C V� 4. TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER IIN+FORMATION / / 6. Name: G� 4Cs ; N C C.� U qd /G ( /� Address: s9'41d 'a -e—u yn- City: Z/ f. ;G,_<'f State: Zip: I Phone: % J 2 - y0 % ' 3 CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: O(J oC R Business Name:'��x1. Type of Surface attachment: Wood Frame Concrete _X_ 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 FL LA A F Accordion L3 $ - .. G Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK 7. VALUE OF CONSTRUCTION: $ -2. 2I o2 FEES DUE: RECEIPT: N OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will becompliance with all applicable laws regulating construction and zoning. PRINT QUA IE j ERS,NAME SIGNATUREO IERIO NER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME' DAY OF �. , 20 �� BY, t9h ; WHO IS PERSONALLY 0 ME OR WHO HAS PRODUCED AS Il)FNTIFICATION. SIGNATURE O$ONOTARY TITLE: NOTARY PUBLIC TYPE OR PRINT WK COMMISSION NUMBER NOTICE TO OWNER: YOUR FAMURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (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 kind 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: ......... : ..................... 1 .......... .......... 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. 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 off ce •hours (8:00 AM� - 5:00 PM), Monday through 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 OlkINSPECTION WILL FAIL AND,C.O. WILL NOT BE.ISSUED. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CT"�K OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3670704 OP, OK 3359 PAGE 2555, Recorded,`103/2012 at 08:44 the uidadgaed hereby Sivas nedee thee improvement will be made to whin real property, and in accordance with Chapter 713, Flaft Stnbres the foliowimg ird madon is provided in the Notice of Cammeneamam, i. DESCaaxMo OP`P20PLRTY (Legal desaipdm and streaad&vM if enBaMe) TAX rouo NDemmr SU WI M 1 mLolY Z1NCl' LOi_aLDc ONrr � _le Qro✓2 Con- om,nlur//n- Sec, -un; 3�C- ar-3133-2C4) 68I 2Ma Dzscawn0Aiolpam vanes: t �4'G /'✓1(�7 T 'e- 3. OwNERHM MA7101r aNan tt Aa=-'✓/D ,&,oln eawr frlolellec F/ o.im..eYr d.%=oW.d1 erra.Wff*dd*A&Vo%wdmo.mj 4. CONlRAGTOa'8t10 ADDR!<S NWPHONLNO U=*.A r I S. SUBa1Y'SNAA?,.ADDRIMAr'm280N6MIMMANDWMAKOONir LN� ti LIIIDYA'SiMha,ADD=A=MONCt1Utd8= �\ C 7. Pawas within the State ofFlorida dastgnaaed by Owner wowlam notices at other doeumata maybe saved as provided by Secdm 713.13 (1) (a) 7., Florida Start I : ROM ADD9GM AND PROM NUMMU S. In eddidm to himself or haxll� Owner dedgrota me fdlowir4 to reedve a cM of the Liaror's Notice as provided in Seeder 713.13 (1) (bl Florida Steasm NA62 ADDAPSSAND PRONE NUMB= w�4 9. Espirada dam ofaodoe ofmmmenome tt (on e:rpiradon data is 1 year fiat the date ofre:ording unless a diffaent date is _.2 P. ftaatan ofOwnror Print Name and Provide Signatory's 11dei'OfIllice Owner's Authorized OfeeMbutor/PartneN ftneW State of Florida C,oumyof St. Lucie The foregoing btetrmront was acimmvledged befae ma this ley oA,y��1�u • zo� as By��t�e (�:/ UYPa a ?m�ritY ..aC officer, tnnsoee. once my cn fea) For �ii1 r e of pent' on bdwfof wham iastrmnad war eaeected) Pusondiy kwwn or an: MLYND.B" lyMY COMMISSION# DD 791916 IXPSIES September 12 2012 (Sign ofmWy Public) calmtmarearR600Undra 12 Under Pero►da of perjwy, I declare that l have read the faegoitrg and that the facts In ham true m the best of roy knowledge and belief(Seetim 92.525, Florida Statutes). Sigmas) of Owatro) or Own"y AutbarbW Oiiced Director I Paarawft4anagewhhoe dgaed above: /0a,,eA CZ It" Ae-0➢47 (S Raadmd STATE OF FLORIDA IT. LUCK COUAITY Property Appraiser - St.Lucie r.^ ,mty, FL r a - Page 1 of 1 PROPERTY RECORD CARD Elaine Quadrel Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification UCIE ��,CO Site Address: 5840 Dream Ct 34C ParcellD: 3410-507-0135-000-9�G2 Sec/Town/Range: 10 :36S :40E Map ID: 34/10A Account #: 40438 Land Use: Condo CO Zoning: City/Cnty: St Lucie County mil. Ownership and Mailing Legal Description Owner: Elaine Quadrel THE GROVE CONDOMINIUM -SECTION ONE- UNIT 34C (OR 3133- Address: 433 Danbury Ln 206) East Brunswick NJ 08816 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 41800 Land Value: 0 Acres: 0.02 9/30/2009 43500 0001 WD 3133 / 0206 Assessed: 41800 Building Value: 41800 7/7/2004 75000 00 WD 2013 / 1510 Ag.Credit: 0 Finished Area: 1100 SgFt 5/24/2002 59000 00 WD 1534 / 2623 Exempt: 5/2/1994 46500 00 WD 0898 / 1314 Taxable: 3/1/1983 49900 00 CV 0396 / 2256 Taxes: 850.44 11/1/1982 79700 01 CV 0396 / 2016 BUILDING INFORMATION 0 Exterior Features 0010 View: - RoofCover: - Base ExtType: X055 - GroveConSecl YearBlt: 1983 Grade: XGC - GroveCondC EffYrBlt: 1983 StoryHght: 0010 - 1 Story No.Units: 1 Interior Features RoofStruct: - Frame: - PrimeWall: BS - CB Stucco SecWall: - BedRooms: 0 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 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. YrBlt. No. Land Use Type Measure Depth 1 0400-Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=341050701350009 2/3/2012 JNvrrEA sc"yj2Z 0ufgelolGl (772) 335-9198 Port St. Lucie .'IUIIUU Dulluing I.OQe Unllne Page 1 of FP n I Hot Topics I Submit Surcharge 1 Stats d Fatts I Pubticat�a®ta Ma Search ��IO odUCt Approval tr,R: Public User AL.MAng > prppygLg� APpIICA.t17g_SE.Arcp > AgpIlcA.tloq,Llst > Application Detail ' H FL # r FL6417-R1 Application Type Revision Code Version 2007 - Application Status Approved Comments Archlved Product Manufacturer Transparent Protection Systems, Inc. Address/Phone/Email 6643 42nd Terrace North West Palm Beach, FL 33407 Authorized Signature Frank Bennardo clangley@engexp.com Technical Representative Scott D. Kuntz Address/Phone/Email 6643 42nd Terrace North West Palm Beach,, FL 33407 (561) 844-2445 scottkuntz@transparentPrOtection.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Frank L. Bennardo, P.E. Florida Ucense PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date' .12/31/2010 Validated By Jorge A. Pomerantz, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardcopy Received FL6417 R1 OI cert IndeD odf Standard Year ASTM E1886 Year ASTM E1886 2 200 .tto://Www.floridabuildiniz.ore/nr/nr arm dtl.AcnX`!naram=tv(iF.VXf1tzRT1ne74TFft\a/�;;�cmlC\1Y1T2\IJ�,111T1 ���/,�,;r ?lorida Building Code Online i ASTM E1996 ASTM E1996 ASTM E330 Page 2 of 2002 2005 2002 Equivalence of Product Standards Certliied By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/31/2008 Date Validated 12/31/2008 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL Model Number or Name Descri tion 6417.1 ClearGuard Non-HVHZ Panels IClearGuard POlycarbonate Storm Panels (Non-HVHZ Limits of.Use Product Approved for use In HVHZ: No Installation Instructlons FL6.41,7—RJJl_0wg,pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Design Pressure: N/A Created by Independent. Third Party: Yes Evaluation Reports Other: See engineering drawings for design limitations FL6417 U AE _ 'allowable spans, mounting jW conditions, anchor »r-%FL6417 options, RS AE_ 009 LE nerM nAF Beek Next RC& Adminlstratlon Department of Communly Affairs Florida Building Code Onllne Codes and Standards 25SS Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487.1824, Fax (850) 414.8436 O 2D00-200S The State of Florida. All rights reserved. COdrnaht end Dl lamer Product Approval Accepts: MM NOW Verltl/■ �� attest 8V • r1 t11Ir • mumu ENGINEi=RING Product Evaluation Report December 31, 2008 Application Number FL6417 FLB Project Number. 08-TPS-0008 Product Manufacturer. Transparent Protection Systems, Inc. Manufacturer Address: 6643.42"d Terrace North West Palm Beach, FL 33407 Product Name & Description: ClearGuard Polycarbonate Storm Panels (Non-HVHZ) Scope of Evaluation: This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 9B-72.070, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2007 Florida Building Code and is, for the purpose Intended, at leastequivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Y Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drewing #08 TPS-0008 dtled'ClearGuard Polycarbonate Storm Panels (Non-HVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report • TEST REPORTS Uniform static structural performance has been tested In accordance with ASTM E330-02 test standards per test test Works) #0239-0312-06, #0 39-0813-06. #0 39-01 0-07 & #0239t11013-07 on by Hurricane Test C) and Laboratory (HTL). Large missile Impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-02, ASTM E1886-05, ASTM E1996-02 and ASTM E1996-05 test standards per test reports) #04-009-FE-ASTM 3 #04-009-LE-ASTM by Construction Testing Corporation (CTC) and per test reports) #0239-0813-06, #0239-0110-07 & #0239-1013-07 by Hurricane Test Laboratory (HTL). Self -Ignition temperature,. Rate of Burning, tested in accord ing, and Smoke Density e with have banc ASTM D1929-98, ASTM D835-98, & ASTM D2843-99 . standards (respectively) per test report #ETC-01-753-10724.1 ra : • ' ,; . by ETC Laboratories (ETC), Raised. Irtee-she IlValld for hrou .- �s� tie UVI?a weathering resistance has been tested in accordance with � .''•i .-' ' � ASTM G26 (equivalent to ASTM G155-00ae1) and ASTM 0838 standards per test report #TPI-001-02-01 by PRI Asphalt i ; Technologies (PRI). ,� r• FrSn(ai; Bel! drdQ, c� # PE04654s3 . `CA; 160 SW 12'" AVENUE #106 DEERFIELD BEACH'.F ' PHONE: 954-354-0660 FAX: 954-35404F43�— ALfjy.vl���.� WWW.ENGEXP.COM NG Transparent Protection Systems, Inc. — ClearGuard Storm Panes (HVH2) Decemhpr 7 2008 Page 2 of 2 • S_TRUC WRAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: I. Minimum Glass Separation 2. Anchor Spacing 3. Maximum Allowable'Size/Pressure Combinations No 33% increase In allowable stress has been used In the design of this product When Installed outside the HVHZ, this system has been designed as a non -porous assembly as defined In the ASTM E199M2 standard. Therefore, a minimum separation between the shutter and any glazing behind It is NOT required outside the HVHZ. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced In previously listed test reports, and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated In the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed In strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified In the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the Product Evaluation Document (Le. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this products respective anchor schedule. Host structure conditions which are, not accounted for In this products respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all,times. This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). 160-SW 12TN AVENUE I106 DEERFieMBEACH, FL 33442 PHONE: 954,-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM GINEERING December 31, 2008 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 ,s Regarding: Transparent Protection Systems, Inc. C1earGuard Polycarbonate Storm Panels (Non-HVHZ), Project #08-TPS-0008 To Whom It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a 'financial interest in the company manufacturing or distributing the product(s) for which an evaluation report -or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). RespE64-W y, Inc. FL PE 00.465'40? a r`',' ". Cert of A{rth5.#9885 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE:954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM ® POLYCARBONATE STORM PANELS (HVHZ) TYP 1�c v — IN( y- --12" (MIN) TO 13" (MAX) PANEL COVERAGE 1S 1/4" MAX TOTAL PANEL WIDTH (SEE GEN NOTE 6) OR STUDS AT 13" O.C. MAX 0.5 0.313" 0.687' 0 0 1' D.o9rTw .4 2.000' REVERSE 'F' ANGLE 6' - V-0' WIDTH UNLIMITED TOP MOUNT MOUNTINGj�, (CONN AS REgD) SECT70NSI T-1 w a� 5f d� w 0.100' TYP Y7 o % 3/8" MIN �--6 1/2" MAX COVERAGE 8 3/4" MAX TOTAL WIDTH 2 HALF PANEL PROFILE 3' = 1'-0' (SEE GEN NOTE 5) T}--3.375" 37 1 0.5'{� e m0.090" TYP D.650" 0.320" .y N 1 BUILDOUT 'F' TRACK 6' = V-O" 0.875' 1 00.35' m o ,I m " � o dq.6D• KEYHOLE 8 WASHER MOUNT FASTENERS OR STUDS AT 6-1/2" D.C. MAX 0.380'H jjj 0.665' T- .275' fn i 0.095' 6 'F' TRACK 6• = 1'-0" 40.865' MIN WASHEREED WIN1' U� S` 6' a -0" ALT: FIELD DRILI.03/B" HOLE (OR 05/8" HOLE W/ KEYHOLE WASHER) WITH c Ln Lr2,000' '.125" CLOSURE _7 ANGLE 6" - 1'-0' 'HHEADER UNLIMITED MOUNTING SECTIONS P II GENERAL NOTES: rr 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE .. , REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE PER TAS 201, 20 ' & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR USE THROUGHOUT' THE STATE OF FLORIDA' INCLUDING WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI-DADE & BROWARD COUNTIES. 2) NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. TO BE USED WITH THESEDRAWINGS SHALL BE DETERMINED BSITIVE AND NEGATIVE DESIGN YURES OTHERS FOR SPECIFIJOBS IN ACCORDANCE WITH THE GOVERNING CODE WHEN CALCULATING PRESSURES PER ASCE 7-05, USE OF DIRECTIONALITY FACTOR Kd=0.85 IS ALLOWED. 4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NUT PROVIDE INFORMATION FOR A SPECIFIC SITE IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5) PERMIT HOLDER SMALL VERIFY THE ADEQUACY OFTHE EX TSTLNG TO WITHSTAND NEW SUPERIMPOSED 6)UCLEAR POLYCARBONATE STORM PANELS(FULL, LOADS. HALF, & DOUBLE -WIDE) MAY VARY IN 'COVERAGE' WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. 7) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS, Inc. 8) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCMB PANELS ONLY. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t=0.100" (t0.010') AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (W STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ MUST DEMOSiRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH FY=8.908 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. 9) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.N.O. 10) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMA OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING; TRANSPARENT PROTECTION SYSTEMS, INC. WEST PALM BEACH, FLORIDA NOTE: TEST STANDARDS AND PRODUCT APPROVAL NUMBERS SHALL BL' INCLUDED IN PANEL LABELS. LI) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MWRI, FL) TEST REPORTS #04-OD9-FE-FBC & #04-009-LE-FBC, AS WELL AS HURRICANE TEST LAB (HTL OF RMERA BEACH, FL) TEST REPORTS 4P0239-0107-05, #0239-1013-07, & 40239-0312-06. 12) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONXUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT 03/8' (OR 05/6" WITH KEYHOLE WASHER) WITH ANY FASTENERTYPE. WASHERED WINGNUTS SHALL HAVE 0.865" MINIMUM WASHER DIAMETER. 14) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL yN a� J s oi�g om o^ a o � E < K w Eeau, Cu POOH �E vm 6 SSE Irk O in �3 w� p 08-TPS-0007 _�- -- -- : - •- -- -- -- - - - -- -- - .... .._ -NOTE: FOR ALTERNATE ARCH TOP INSTALLATIONS, THE TOP TRACK OR Pace oescan BOTTOM MOUNT U-HEADER SHALL BE CUT INTO 6° MINIMUM ADJACENT SEGMENTS. EACH (CONN AS RE(rD) SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCH®ULE, WITH A MINIMUM OF (2) ANCHORS PER SEGMENT. ANCHORS SHALL BE 3 ACT. ARCH TOP* 1-1/2" MIN FROM ENDS OF EACH SEGMENT AND SPACED 3' MINIMUM FROM AOIACENT ANCHORS. FOR STUDDED TRACKS ONLY, THERE HALL BE 1 N.T.S. A MINIMUM OF (1) STUD PER SEGMENT FASTENEO TO THE STORMS PANEL STUDS SHALL BE LOCATED 2' MINIMUM FROM ENDS OF EACH SEGMENT. f-2.50-1 f-2.50-- t-2.50'- j �1 "CLEARMAXTM" DOUBLE -WIDE PANEL PROFILE Fmourawrni ASTENERS (SEE GEN NOTE 6) OR STUDS AT 13" O.C. MAX .000^t t2.000"1 ti 0.100° 1.000' 'oo 41.003" SALT. FULL PANEL PROFILE MOUNT ENERS�" N.T.S. (SEE GEN NOTE 6) 13'Olt QE. AX _ 1/4-20 MACMNI SCREW STUD X (ALTERN 3/4' @ 6' O.C. 1/4-20 . p " I� _ STUD X 4' 3.000' MAX. 0,500"dal 6° O.C. 0,198"3'TYP.-0.125"0:280' 0.720' ,o.0.145°0,387'.000"—J- LALTERNATE ATE 2.000'—( B.O. f TRACKD ANG STUDDED ANGLE 13 6, 1.A:" `J 6" =1,-0" / —2.368' 0.094' �2.250" 0.094' 0.094" fv LI n . -_ I(-2.125'� I 0.375"- 2.000' j -2,554' ALTERNATE 16 U-HEADER n U-HEADER 6063-T6 9 2,741" 0.1059 0.843" n CLAMSHELL COVER 6063 T6 2.735" 0.093" 1/4-20 STUD X 3/4' 6. O.C. 19 CLAMSHELL TRACK N.T.S. 6063-76 W'rf a u w -- W qa UI ywaW$ HJH3 M ce ew •• Ha a @ orgy �� Ilnnw� a air: o�rn b3in >> 08-TPS-0007 0 EXISTING HOST STRUCTURE W/ REMOVABLE ANCHOR PER BED .� ANCHOR SCHED w •� 0 1 ' 11 u3i '�a OS SEPAR1 R SCHED 14�1/4-20x 3/4"x STUDSAT 4a 13'MAX 1/4" MAX STRUCTURE ANCHOR SCHED HOST STRUCTURE ING HOST STRUCTURE CONN TYPE C3• ANCHOR PER ANCHOR SCHED S14 SMS OR EMBED ,. a 71166-RIVETJPOP w 13" O.C. MAX w D :, 7 3 1- -I 1/4-20 x 3/4" 8 STUDS AT 13" O.C. MAX ,GLASS SEPARATION w PER SCHEDULE 1 2 EWSTING 1112 GLAZING ^ ° 5 13 ANCHOR SCHED C1 MOUNTING SECTION (-2"\ MOUNTING SECTION MOUNTING SECTION 3 3" = I..W VERT SECTION 3 3' = 1'-0' VERT SECTION 3 3' = 1'-0• VERT SECTION HOST STRUCTURE CONN TYPE C2: ANCHOR PER , D ANCHOR SCHED 1/2' MAX 10 MAX SPAN & PRESSURE FOR USE WITH "H" HEADER: ' 60" MAX AT 55.47psf 1 2 ZING ' 11 11 12 LP 1/4-2 x. thIlk e 3/4' S z to R� E AT 13 " aw NT O.C. MAX n 3 `' '''• CONN TYPE C4: . ANCHOR PER r/W EDGE :.. ANCHOR SCHE W DISF )UNTING ION VERTSECTION 14- MAXY -MAX �••: •*. �` � EXISTING HOST :.eL•.r;: 57RUCFURE •. ALL MOUNT CLOSURE J 3" = 11-0. PLAN VIEW EXISTING HOST STRUCTURE, TIP L 11 2 1 1"TO 5"--} 1/2" MIN �71jq OVERLAP ANCHORS AT 12.0" O.C. FOR P=59psF OR LESS, OR AT S.9' O.C. FOR P-120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) TRAP MOUNT CLOSURE 3J 3' = V-0' PLAN VIEW FASTEN PANELS TO HOST STRUCTURE OR TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) BEND PANEL AROUND 14B; •_ !-1 CORNER & STITCH TO ADJACENT PANEL WITH •(' ;' `7 ' , 1/4-20 BOLTS & WASHERED WIN'GNUTS /T 24'O.C. (TYP) _. '.:: .;: `t �Si •:_'r ._ ISTING E�I t Z b-zte:; 4 �CORNER CLOSURE \J / N.T.S. PLAN VIEW V 1ILq, ANCTIORS AT 12.(P O.C. FOP=S9Psf OR LESS, OR AT 5.9' O.FOR P=120psF OR LESS (USE ANANCHOR FROM ANCHOR SCHE BUILD-OUT CLOSURE g 3" = 1'-0' PLAN VIEW NOTE: DETAIL 9/3 MAY BE USED AS AN ALTERNATE TO CLOSURE DETAILS 713 AqD 6/3. LEE N ai �==w� W�. W F w DD- pD J N a awq 0 U tL MAXIMUM MIN. PANEL OVERLAP PANEL • �� SPAN SCHEDULE PROJECTION SHALL BE I.STIMES [ti"+�. ;.c�:^.'� r (POSITIVE „ CONN.) TFROMTdE L EXISTING FROM THE EXISTING � HOST STRUCTURE EXISTING HOST STRUCTURE ° (DAD (psf) MAX SPAN (R) PANEL OVERLAP d 25 7'-1" 3 N.T.S. PAN VIEW o d d d d 1� 30 " N I I 32 6.-111" MAXIMUM SPAN s ° 4 fig- SCHEDULE NOTES. 50 SS 6-Zg��i-y B-O" 1. SPANS SHOWN IN 'MAX PANEL SPAN SCHEDULE" ABOVE ARE MAXIMUM 5'-9" ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE S I R � � 0 9 60 65 5'-7' 2. THIS SCHEDULE MAY BE USED TMU O DETERMINE MAXIM ALLOWABLE S'-5' SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING -wfR 6RFFAMLBB% WOP1 08-TPS-0007 70 5'-3" EXTRUSIONS INVOLVING A POSITIVE CONNECTION - Le. ALL INSTALLATIONS WHICH DO NOT INCLUDE AN'H' OR'U' HEADER W 75in 90 5'-1' 3. WHERE THE 'H" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 1:Aee E- -1 S'-0' (60') AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf. o¢srrutmetu. 100 4'-5" 4. WHERE 'U" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 4'-4- (52') AND THE MAXIMUM ALLOWABLE PRESSURE IS I10 120 4'-1" +78/-80 PSF. S. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR 3'-9" VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. j 4STUDS 1pt0 x id 3/4' AT 6" D.C. MAX ..(_ ANCHOR SCHED MOUNTING SE ON 3" =1'-O• ERT SECTION iTING HOST STRUCTURE ANY ANCHOR FROM ANcHoR SCHEDULE, ANCHORS SPACED @ 69 O.0 MAX. 16 17 4-1 XISTING E GLAZING 35EPAR REQ�D NOTE: MAXIMUM SPAN AND PRESSURE FOR USE WITH 'U' HEADERS: S2• MAX PANEL SPAN +781-80 PSF MAX DESIGN PRESSURE s MOUNTING SECTION Q. N.T.S. VERT SECTION GLAZING 1/4-2D x a/a• y 8 STUDS Ed AT 6' z UU)) D.C. n fli MAX x a 'HOST STRUCTURE ANCHOR SCHED MOUNTING SECTION F>«I c} 3° = 1'-0' VERT SECTION STRU EXISTING HOST ANCFIOR Pam-' '�U RE ANCHORSCHED 18 EMBED •' w 1 2B w 19 1/4-20 im E)aLAZIIN6 x3/4' � STUDS ,GLASS SEPAR AT 6" O.C. PER SCHED MAX MOUNTING SECTION t} N.T.S. VERT SECTION ALUMINUM OR GALVANIZED STEEL SPACER: • REQUIRED ONLY FOR EIFS, ICF, OR OTHER MALLEABLE FINISHES. • OPTIONAL FOR STUCCO, BRICK, OR OTHER RIGID FINISHES. EMBED STING B •. . HOST CTURE E705T1NG EXTERIOR WALL FINISH (STUCCO, BRICK, ICF, EIFS, EXISTING GLAZING GLASS SEPARATION PER SCHEDULE NOTE: SHUTTER SYSTEM MAYBE ANCHORED THROUGH EXTERIOR WALL FINISH TO HOST STRUCTURE WITH ANY MOUNTING CONDITION SHOWN HEREIN. MOUNTING SECTION THRU EXTERIOR WALL FINISH s(BRICK, ICF, EIFS, ETC.) Q N.T.S. VERT SECTION • " ,i:. .ice lJ •i OPTIONAL METAL BONDED WASHER MAY BE USED ' ._-f•'"rVrnn, • ty �0 Z m ,;�••�:� _. ®-". (gy " 4-4 �• r•> ``- ON THEINNERSIDEOFTHE PANEL , .�rr^^ # m d . •WuJ .��'`u Z.a. ZW R > T, C.: Za <6 17. V N EI W o !W� � -j W ANCHORS PER ANCHOR ?:4 � 3 Ol 3 SCHEDULE p( F Y m uj w -; ,,off n ut zw Q V7 N u� U n $� Q�O P ezy' ZOa a�w ti 0 �va z 0 t~ m a o i ce rec� 5R 08-TPS-0007 01 ANCHOR SCHEDULE 2" MIN EDGE DISTANCE Spans CONN Up To 4'-0" TYPE Spans CONN Up To 6'-0" TYPE Spans Up CONN To 7-6" TYPE rnG rg ANCHOR LOAD (psi 1/4" TAPCON (ELCO OR 42 13. C2 13.0" 1 C3 13.0" C4 13.0' CS 13.0" Cl 13.0" C2 13.0" C3 13.0" C4 13.0" CS ]3.0" Cl 13.0" C2 13.d' C3 13.0" C4 13.0" C5 1CS ITYY) WITH 1-3/4" EMBED (3192psi MIN CONC) 53 13.0" ' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.D" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 65 13.0 13.0 13.0 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"10.3" 13.0" 13.0" 13.0" 1 4' ELCO PANELMATE 120 42 13.0 13 W 9.8" MT 10.3" 13.0" 13.0" 13.0" 11.6" 13.0" 13.d 13.0" 9.8 13.0" TOT 13.0 13.0" 13.0" 31.6" 13.0" 13.0" DO 9,B" 13.0' TOY" 13.d 13.0" 13.01' 11.6" 13.0" 1-3/4" MIN EMBED (3356p51 MIN CONC) 47 13.0" 13.0" 13.0" 13.0" 13.0' 13.0 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 65 13.0" 13.0" 13,0" 13.0" 13.0, 13.W 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" ` 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.d' 13.W 13.0" z 1/4-20ALL POINTS SOLID- 120 42 13.0" 13.0" 13.0" 13.0" 13-W 13.0" 13.0" 13.0" 13.0" 13.0" 13,0 13.0" 13,0 13,0" 13.0" 13.0" 13.0" 13.13" 13.d' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13A" 13.0" u SET WITH 7/& MIN EMBED 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0 13.0" 13.0 13.0" 13.0" 13.0" 13.0" 13.D" 13.d' 13.0" 13.d' 13.d' (3000ps1 MIN CONC) 53 13.0" 13.0•' 13.0" 13.0" 13.0" 13,0" 13,0" 13.D" 13.0" 13.d' 13.0" 13.0" 13.01113.06, 65 13.0' 13.0 13.0" 13.0" 13,0" 13.d'13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1/4-20 POWERS CALK -IN 120 42 13.0" 13.0" 13.0" 13.0" 33.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13:0" 13.0" 13.d' 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" WITH 7/8" MIN EMBED 47 13.0" 13.0" 13.D" 13.0" 13.0" 33.0" 13.0" 13.0" 1rm 3.O" 13.0" 13.0" 13.0" 13.0" 13.0" 12.9" 11.5' 12.9" 11.5° (2000ps1 MIN CONC) 53 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.B" 12.8" 13.0" 13.0" 13.0" 10.2" 10.2" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.D" 13.0" 10,4" 10.4" 120 13.0" 13.0" 13.0" 8.8" 8.8" 13.0" L3.0" 13.0" 8.8" 8.8" 13,0" 13.0" 13.0" B.B" 8.8" 1/4" TAPCON (ELCO OR 42 13,0" 13.0" 13.0" 13.0" L3.0" 9.8" 9.8" 9.8" 9.8" 9.8" 7.8" 7.8" 7.8" 7.8 7.8• CIW) WITH 1-1/4• EMBED ' 47 11T 13.0" 13.0" 13.0" 13.0" 8.7" B.7° 8.7" 8.7" 8.7" 7.0" 5.3" 7.0" 7.0" 7.0" 93 11.6" 11.6" 11.6" 11.6" 11.6" 7.7" 7.7" 7.7" 7.7" 7,7" 6,2" '4.8" 5,7" 6.2" 5.8• 65 120 9.5" 5.3" 9.5'• 3.6" 9.5" 3.8" 9.5" 5.3" 9.S' 4.3" 6.3" 5.3" 5.0" 3.B' 6.]" 3.8" 6.3" S.3" 6.0" 4.3" 53" 5.3" 3.6" 3.6" 3.B" 3.0" 5.3" 4.3'" 1/4" ELCO PANELMATE FEMALE MALE OR PLUS) I-1/d' MIN EMBED 42 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" L1.T' 13.0" LI.T' 13.0" 11.7" 13.W 11.7" 13.0" 11.7" 10.5" 9.4" 10Y 0.4" 30.5" 9.4" 5.3" 10.5' 9.4" 4.3" 10S" 9.4• o/ 53 65 3.0" 12.7" 13.0" 12.7" 13.0" 12.7" 13.C- 13.0" 10.4" 10.4" 30.4" 10.4" 10.4" 8.3" 6.4" 7.7" 8.3" 7.8" 12.7" 12.7" 8.5" 6.7" 8.2" B.5" 8.1" 7.2" 4.8" 5.1" 7.2" 5.7" 3 1/4-20 ALL POINTS SOLID- 120 7.X' 4.81. 5.1" 7.2" 5.7" 7.2" 4.8" S.1" 7,2" 5.7" 7.2" 4.8" 5,1" 7.Y' S,7° 9 SET WITH 7/8' MIN EMBED 42 47 3.0" 13.0" 13.0" 13.d' 13.0" 13.0. 13.0' 13.0' 13.0" 13.0' 13.0° 13.d' 13.0" 13.0" 13.0" 13.0" _ 13.0" 13.W' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.W. 53 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 3.0' 13.0" 13.01 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" .3.0" 13.0" 12.6" 13A" 13.0" 13.0" 1/4-20 POWERS CALK -IN 120 42 13.0" 13.0" 12.6" 13.0" 13.0" 13.0" 13.0" I3.0" 13.0" 13.0" 13.0" 12.6" 13.D" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" ..0I 13.d'12.6" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" WITH 7/89 MIN EMBED 47 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13,W' 13.0" 13.0" 12.0" jug, '-10.6" 11.9" 11.9" 10.6" q 65 13.0" 13.d' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" ]3.0" 13,0" 10.8" 13.0" 8.6" 13.0" 30.5" 11.8" 9.6" 11.8° 9.6" 10., 9.2" 8.2" •6.2" IL; 9.8" 120 9.2" 6.2" 6.S' B.1" 7.3" 9.2" 6.2" 6.5" e.l" 7.3" 6.5" 8.1" 7.3• 3 4 IN EDGE DISi _ ANCHOR LOAD (�� Spans CONN Up To TYPE W-Wl Spans Up To T W Spans CONN UP To TYPE T-6" 1/4• TAPCON (EL:CO OR 42 Cl 13.0" C2 13.0" C3 13.0" C4 13.0" CS 13.0" Cl I 10.1' C2 30.1" C3 I 10.1" C4 ]0.1" C5 10.1" Cl B.1' C2 9.131 C3 I 8.1" C4 I B.1' CS 8.1• ITW) OR #14 WOOD q7 13.0" 13.0" 3.0" 130' 13.d' 9.1" 9.1" 9.1" 9.1" 9.1" 7.3" 6.5" 7,3" 7.3" 7.3• SCREW W/ 1-1/2" EMBED 53 12.1" 12,1" 12.1" 12.1" 12.1" 8.0" S.W. 8.0" 8.0" 8.0" 6.4" 5.0" 6.0" 6.4" 6.0" 9.8" 9.8" 6.6' S.2" 6.3" 6.6" 6.3" 5.5" 3.7" 3.9" 5.5' q.4• 120 5.5" 3.T' 3.9" S.S' 4.4" S.S' 3.T' 3.9" 5.5' 4.4" 5.5"3.9" S-S' 4.4• 1/4" v�' ELM PANELMATE W1 11-7L/E9°MMAILN h9BRALUS) q2 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.d' 13.0" 13.0" 13.0" 13.0" 13.0 13.d' ]3,0" 13.0" 13.0" 13.W 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 3.0" 13.0" 13.0" S3 13,0" 13.0" 13.0" 13.0" 13•0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 65 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13A" 13.0" 13.0" 0 $ 1/4"LAG50iLWORRANGAR Bq-TW/h9N23/3Y7FREA� 120 13,0" 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.Er 13,0" 13.0" 8.9" 13.0" B. 8.9" 13.0" B.9" 13.0" 8.9" 13.0" 7,2" 13.0" 7.2" 33A., 7.2" 13.0" 7.2 13.0" PENEOLPENETR 47 12.0" 12.0" 12.0" 12.0' 12.0" B.0" 8.0" 8,0" B.0" 8.0" 6.4" 5.7" 6.4" 6.4" 7.2" 6.4" � 53 10.6" 10.6 10.6 10.6" 10.fi 7,1" 7.1" 7.1" 7.1" 7.1" 5.7" 4.4" 5.3" 5.7" 5.3" 65 8.7" 8.7" 8.7" 8.7" 8.7" 5.8" 4.6" 5.6" 5.8" 5.5" 4.9" 3.3" 3.5" 7/16° WOOD BUSHING W/ 120 42 13.0" 4.9" 13.0" 3.3" 13.11" 3.5" 13.0" 4.9" 13.0" 3.9° 13,0" 4.9 13.0" 3.3" 13.0" 3.S" 13.0" 4.9" 13.0" 3.9" 13.0" 4.9" 13.0" 3.3" 3.5" 4.9" 3.9" - 7/8' S.S. MIN EMBED & 1/4-211 MACHINE SCREW 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0 13.0• 53 13.d' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0- 13.0" 13.0" 13.d' 10.8" 12.9" 13.01. * b 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11,3" 13.0" 13.0" 13.0" 12.1" 8.1" B.F" 12.1" 9.6" 120 12.1" 8.1" B.6" 12 .1" 9.6• 12,1" 8.1" 8.6" 32.1" 9.6" 12.1" 8.1" 8.6 12.1" 9.6" MINIMUM GLASS SEPARATION SC'HMI n F MINIMUM SEPARATION MINIMUM SPAN ATORBELOW SEPARATION POSITIVE LOAD(Pso LESS , 3d ABOVE AT ELEV > 30' THAN GRADE ABOVE GRADE 4.13" 1.30' 32 5'-0" 4.13" 1.74" 6'-12' 5.25' 3.79" 4'-d' 4.13" 1.36" 40 S'B'. 4.13" 1.93" 6' 6" S.2S' 3,59" 4'-d' 4.13" 1.43" 45 5'-0" 4.13" 2.04" 6'_3" 1 S.n' 3,49" 4'-W' 4.13" 1.47" 50 7-0" 4.13" 2.16" 3.40" 60 5'-0" 4.13" 2.39" 5'-8" 5.25" 3.26" 4•-0" 4.13" 1.66" 70 5'-0" 4.13" 2.62" 5'-4" 5.25" 3.15' 120 3'-10" 4.13" _ 1.97" ANCHOR NOTES: I. 1/4" TAPCONS MAY BE BY ITW OR BY ELCO. •ELCO PANELMATE" ANCHORS MAY BE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32. OR WASHERED 5/6" HEX HEAD. 2. ENSURE MINIMUM 2• EDGE DISTANCE Fort ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD, 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2z4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE' 6=0.55 OR GREATER DENSITY, 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIEO HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8) MACHINE SCREWS SHALL HAVE MINIMUM OF I/r ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT') U.N.O. 9. * DESIGINATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. GLASS SEPARATION.. SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE �,. PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR ' FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. >U Q 0 • y o16; Z •a N9 w En ce W NO& I 08-TPS-0007 11 BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P S Fa FOR ASGE 7 02 PEAK ROOF HEICLFr LESS S THAN Og EpUAF 70 60 FEET s BASIC WWD SPEED - 140 mph CATEGORY R BUILDINGS )-1.00) RESIDENTNL, APARTMENT SUlL&NGS t COMMLRCNL BUILOWGS (RETAflWHOLESALE) DE8AGN LOADS INDICATED BELOW SML ONLY BE USED FOR THE DETERMINA110N OF POSITIVE OR NE OW PRESSURES FOR A GIVEN OPENNG OR OPENINGS OF A BUIDWO WHERE SAID OPENINGS ARE SURROGMDEO BY OTFIER OPENINGS LOCATED WITHIN INE LOWEST 80 FEET OF BULOWC, AND WHICH AREPRQ1fCIEET ACAWST WND BORNE DEER/ BY MEAN OF IMPACT RESISTANT GLASS OR ADEOWTE HURRXAAFE SHUTTERS. ** DESIGN LOADS INDAGOED BELOW SHALL ONLY BE USED Fi7R THE DETERAIWAAON OF POSITIVE OR NEGADVE PRESSURES FOR A GIVEN OPE NNG OR OP&WXS OF A BUILDING WHERE SAID OPENRVGS ARE SURROUNDED BY OTHER OPENINGS LOCATED W WN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROIEC7£O AOARVST WWO BORNE DEGN BY MEAN OF IMPACT RESISTANT CLASS OR ADEQUATE HURR/C.WE SHU77FRI Eryry PEAK ROOF HLrdl7 I- L- LESS TINE ?'-O' L'� GREATEN LESS am OR EQUAL am il•_J• THAN 7=+1' AND GMFO OR LWGL INN II'-J' L» LESS THAN 7-V* L- 41MAIM OR EGTHAN 7'-S' AND WL liSY IiLW rl'-J' - L- 4WARR MIN Il-J' (h) FDDIIYF NEO/mi POYIII7' NDPA►hZ . Posmyr Nmrm P6SI11Y[ NDSAMQ ROSN w NEOADIE POSMyr NWADYE o - rs' 26.9 38.7 2Z4 J5.5 25.6 31.7 38.0 47.8 36.5 44.6 J4.6 40.7 31.4 42.0 29.8 J8.5 2Z8 34.4 41.2 51.9 39.6 48.4 J7.6 44.2 11.5 44.8 51.7 41.1 29.6 J6.6 44.0 55.3 42.2 51.6 40.1 47.1 33.5 47.2 J3.4 4J,5 31.2 38.6 46.J 56.5 44.5 54.3 42.2 49.7 > J8.3 51.3 36.J 47.0 J3.9 41.9 50.3 63.1 48 J 59.0 45LO 5J.9 > 4O8 546 J8.7 50.1 J6.1 44.7 53.6 6Z4 51.5 629 489 37.5 > 43.0 37.5 40.7 52.7 JB.O 47. / 56.5 71.0 34.2 B6 2 51.5 6O5 all/DING'S PEAK ROOF HEIGHT v, DESIGN LOAD FOR COA:PONENIS R CLADDING (p S F) FOR ASGE 7 O? P AK ROOF N N•ar rnFAT p T/LAM an FEET BASIC WIND SPEED - 140 mph CATEGORY 9 BL61DWfGS (I-I.00) RESIDENAAL. APARTMENT BUILDINGS A COMMERCNL BUZLDWS (REIN[. WHOLESALE) DESIGN LOADS INDICATED BELOW SFNLL ONLY BE USED FOR THE DETERMWAIfON OF POSITIVE OR NEGATNE PRESSURES FUR A GINN OPENING OR OPENAW OF A BUXMG WHERE SAID OPENNGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WRTBN ENE LOWEST 60 FEET OF BUMX, AND WHCH ARE PROIECIEO AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT RESL4rANT GLASS OR ADEQWTE HUM10WE SHUTTERS *airy DESIGN LOADS M1004TM BELOW SHALL ONLY BE USED FOR THE DE7ERAlhV AT10N OF POSfflW OR NEYNONE PRESSURES FOR A GNEN OPENNG OR OPENINGS OF A BULDING WHERE SAID OPENNGS ARE SURROUNDED BY OTHER OPDOW LOCATED WIm THE LOWEST 60 FEET OF BUNDMIG, ANO WHICH ARE NOT FIRDIFICIFD AGAINST WIND BORNE DEEIRI BY MEAN OF (IMPACT RESISTANT GLASS OR ADEOUATE HURRIGWE SHUTTERS Aky 1k PEAR ROOT HENDIr LN LESS THAN 12'-S' L- OREATM OR ED= THAN It'-0' l� LESS THAN Tl'-J' M L OR[AR1! OR EQUAL 1HAN TI'-T' N POS111YE NEDIm[ F xnw /EOAInE' POSMW mmnvr RO.Sffm LE aw > 40' - 70' 41.1 75.4 J7.4 64.8 55.2 89.5 51.5 78.9 > 70, - HO' 42.7 78.3 38.8 67.3 57.5 92.9 53.5 82.0 > 80' - L1o' 44.2 81.0 40.2 69.6 59.1 96.1 55.3 04.8 > 90' - 140, 45.5 83.5 41.4 71.8 61.1 99.0 57.0 87.4 > 1O0' - 120' 46.07 87.9 4J.6 75.6 64.4 104.3 60.0 82.0 > 120' - 140- 91.9 45.6 79.0 67.3 109.0 62.7 96.2 > 140' - HD' 11 95.4 47.J 82.1 69.9 /113 65.2 99.9 > 160' - ILO' 53.8 98.7 49.0 84.9 723 117.2 67.4 103.3 > LBO' - 2O0' 101.7 50.4 87.5 74.5 120.7 69.5 106.5 > 200' - 2SO' 1 108.4 4J.8 93.2 79.4 128.7 74.0 11J.5 > 7J0' - JOG' 62.3 114.2 56.6 98.2 83.6 IJ5.6 78.0 1116 > JOO' - Js0' 65.1 119.4 59.2 102.6 87.4 141.7 81.5 123.0 > Js0' - 400' 67.6 124.0 61.5 106.6 8 90.9J I47.2 84.7 129,8 > 4W' - 450' 70.0 128.3 65.6 110.3 9152.2 Sze 1J4.J > 430' - 5Oo' 72.1 1.72.2 65.5 1 11111 INTO 156.9 W.'r 1J8.4 1.) 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Product Approval uses: wax user roval Menu > Product or A=Nmtfon So inq > Application List > App110tIa1 Defan FL * FL389-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archhred Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetaLcom Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters 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 developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Instihrte Quality Assurance Contract Expiration Date IZ131/2013 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwo No 08-227 Certification of Indeoendence.Ddf Referenced Standard and Year (of Standard) StandmA Year ASTM E-1886 2002 ASTM E-1996 2002 'ASTM E-330 2002 TAS 201, 202, 203 1994 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 Florida Building Code Online Page 2 o 89.1 Bertha HV AccoWfon Shumer-siade i =edfa=:; k*fttrbdft blades retained by tracks (top and (Non4POA0[rZ,)_-WD"navngm*08-227 Approved for use In HVHM No B389 FU 11 Drawirt0 No. -08-1.27 Revise d Approved for use outside HVHL- Yes Verified BY: American Test Lob of South Florida Inc. Dripact ResWtoft Yes Created by Independent Third Party: Yes Design Pure:WA Evalawtion Reports Othm . Large missile level "D* rnay- span Is 16'4" for 30.0 p.s.f (for EL399- R3 AE Dwo No. 08-227 Product Evaluation Report.ndf symmetrical and opposing centermates). See sheet 9 of 14 of Created by Independent Third Party: Yes installation drawings for other sparks and pressures. This product it not he Installed within High Velocity Hurricane Zone as defined Pn section 1609 of the Rorlda Build 15 - Code.. Baek text TOR&19WM RO?W 32399-2100 Z 487- 41= 0 2000-2010 Mw =OrfAFV=)A5 Mave, I -q2M99ftZ1kjM I A-ewWty I ftm4p Spftwam I CoWmw Secft Smw I CoMM U PradvetAppmwal Aesaptu GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA- BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONAUTY 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 33X 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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND III 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELDS 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 ksl 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 kei YIELD STRENGTH AND 90 kei 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 W WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W&OR ALTERNATE LOCK�V MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS COIJDITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK Vj , 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. P.E. SDL/4NATURI_ WE 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. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ZIMMECO�� TILUT TESTING do ENGINEERING COMPANY 5355 N.W. 74 St. Ste. 305, VRGIM fMOUG. RONM 33 Phq : (305)871-1530 . Fax :,(305)871-1531 6—mcf. utKa0aal.c E8-0006710 WAL1EIt A TILUT Jr. P.E. FLORIDA Uc. / 44157 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8360 CODE (Non High Velocity Hurricane ton ® 20M EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System iI 1 ,/oyo, LAM: 09/OS/08 2 GENERAL 0/27/1 DRAWING No 3 1 1 1 08-227 14 # 5458179 s V HD 2" (Max.) B/O HEADER/SILL # 2 . 17' .oeo• 4 ®, 870 'off 1 QB HV CEILING HEADER 1 VARIES .r(p250' 2' 1.918'' 09o• 0 3.000' ON .V. 2" Mox. DIR 2MU OO 3" FLOOR ANGLE (SELF MATING) .125- 7YP. V M .000' ®B.O- WALL ANGL " k JOHV WALK —OVER TRACK O HV FLOATING •CENTERMATE 2 X Y t X 1' 1• 0.082• t• 2' 0.062' 2' 2• 0.062• Ir 2' 3' 0.062• 2- T 4' 0.062' 2- 5' 0.062' ' :R a .. %' TILUT TESTING & ENGINEERING COMPANY / ,'✓. c- esss a.w. 36h. sl, s,.. 30, vwerru 0+ut0[ls. I7DPoDA as . •� T� phone: (305)671-1830 Fay c (305)671-1531 ;• u0006719t.com E E8-000e719 • WALTM A. TIWT Jr. P.E. P.E. SEAL/! 1GNATURE/DATE n.MU W. j 44167 s" .093' 670 ►s S29' EE GEILNG HEenER! In I � 7 1' O HV 90'1180• STARTER (X) HV CORNER CCATE & 3 I s 0=Mluw A.SmS.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 0200 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-22% sM& (2 ttP.) (SEE NOTES ON SHEET 4) 1 130' 348"0-16 ACETAL THUMBSCEtEWS 1/4•-20 71mEd1E0 1,10113M DAUM BMW PANTED a� KNOl1 BRASS C 04M (a1ROME PLATED) ® H.V. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) O.D. '� fjj PLASRC FEAR MOLDEDTO CREW a s- 18' Lif AFTER RIVETING BEFORE RIVETING 1/4"0-20 x 3W 1/4"I6-20 RIVNUT* S.S. THUMBSCREW ® ALTERNATE LOCK (TO Hy LOCK (A) (SEE NOTES ON SHEET 4) /1 LONG WHEEL /3 NYLON ECESSED ASSEMBLY T WASHER NYLON BUSHING. AT EVERY OTHER 1144 3/4' H.V. KNUCKLE ACCORDION PIN W/ /8 HEAD iq ACCORDION 1 I ACCORDION I PIN PIN 0.188"0 AI51 302 SERIES S.S. RIVETS AISI 302 SERIES S.S. WHEEL i; CARRIAGE HV O E ACCORDION ACCORDION PIN PIN U 1144 3/4' H.V. i ACCORDION PIN jl W/ d8 HEAD i N N 44N, YLON ASHER N 870'x3/16* HICK NYLON HEEL $ 4. /2 SHORT I REC RECESSED NYLON BUSHING w a �,'LONG RECESSED N y ff NYLON BUSHING. TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" 1' 00.324" / 14x2 3/4" H.V. ACCORDION PIN .048'-1r 0 _ W/ /8 HEAD TYP. 0 •a� *:SERIES 9444 ALUMINULI (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820. AS MANUFACTURED BY WHEEL CARRIAGE DETAIL AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. N.T.S. TILUT TESTING QL ENGINEERING COMPANY /-s'r-r��• E]SS N.W. 3M- St, VA- 70S. t1114WA OARM% nOFMA 33 Ph— : (305)871-TS30 . Fm : (305)871-1531 .. .-mail e��• Dam ®aooO719 -e7le WALTER A. T011f Jr. P.E P.E. SEAL/SIGNATURE/DATE FLODRDA Ue. f 44167 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 EE A i I O E j1 LONG RECESSED i i NYLON BUSHING i If14x2 3/4' N.V. ACCORDION PIN W/ ®8 HEAD ASSEMBLY LAYOUT N.T.S. CODE (Mon Nigh Velocity Hurricane 02009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Syst 14 9EStWI•IION SATE Ikavn !I am R3-1" •.• nATF• nQA DRAWING No 08-227 1. MANDATORY CONDITION i1e ONE HV LOCKM SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,.ATTACHED TO@ 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 f1: 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 © OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDDION S2: LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF N DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). k+ 4. MANDATORY CONDITION /2: ONE HV LOCK (W SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND N 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 (D 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 IMA DATORY QgNnITICIN jfj VAUD ONLY FOR SYMMETMCAL CENTERMATES: ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK R MAY BE USED AS AN INSIDE OR OUTSIDE LOCL<. ATTACHMENT OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO Q OR @) CENTERMATES SHALL BE MADE 'W/ 1/4'0-200/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. P.E. SEAUSIGNATURE/DATE 0 0-6 •O°e TIWT TESTING do ENGINEERING COMPANY 0355 N.W. 30U. St. St. 305. MWIM GARDWS, FWIM% 33 Phone : (305)871-1530 . For : (305)871-1531 —moo: O1tecoCcol.— ED—OG06719 WN.TER A. 7R11T Jr. P.E. FLOR41A U. 1 "167 .91 A.S.S.A■ American Shutter Systems Assoclation, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 oa ©GAO OF CORNER CENTERMATE CODE (Non High Velocity Hurries ® 20M EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sv DRAWING No 08-227 DOSTING I. MIN. SEPARATION L-1/4'•-20X3/4' S.S. PHIWPS CREIE ANCSCHEHORS TRUSS HEAD MACHNE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4'-20 NUTS O 12' O.C. OR CONCRETE BLACK SHEET 10) WALL REQUIRED ® WALL MOUNTING INSTALLATION 1-NSTALLATION DETAILS I-L E C O ,Nc. TIWT TESTING h ENGINEERING COMPANY c7 "... N.W. RIft Se., St.. 303. MRG•N1 GAR ee. n.OaDA 33 (m)a71-ism . Fc.: (3os)a71-1a31 ' �-mWl: OKecoO..l,00m EB-0006719 WALTER A I" Jr. P.E. P.E. SEAL/SIGNATURE/DATE nAmOA U. 0 44167 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 NOTE FOR COYBMTION OF SECTIONS, 1- SEE SHEET 3 FOR TYPICAL. SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMUINED IN ANY WAY TO SUIT ANY INSTALLATION. • t•. D. - EDGE DISTANCE (SEE NOTES k SCHEDULE ON SHEET 11) 02009 EASTERN METAL SUPPLY, INC. BERTHA HV .. Accordion Shutter Sv 9w wits DRAWING No 08-227 fr�L•1 GlT_r1•lTfl� 1' MIN. SEPARATION TO CLASS NOTE FOR COLIA ON OF SECTIONS. i 1- SEE SHEET 3 FOR TYPICAL SHUTTER A ASSEMBLY MIN. SEPARATION 2- MOUNTING SECTIONS CAN BE COMBINED TO GLASS IN ANY WAY TO SUIT. ANY INSTALlAT1LNJ. i i i \ I • E. D.. EDGE DISTANCE (SEE NOTES h SCHEDULE ON SHEET 11) i i i EDGE OF SLAB IF LRAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION I /14z3/4' S.S. HEX HEAD TEK SCREWS O 9' O.C. OR 1/4'0-20 S.S. M.S. W/ NUT O 9' O.C. I) t Norn THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE 54 ii f v 1 Z CONCRETE ANCHORS (SEE SCHEDULE ON SHEET It) 7M-AEDGE OF SLAB IF PP1JCABUE CONCRETE REQUIRED! I- E, O. I LTION t Q8 FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILD A.SwS.A. ' TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems —7 ,Tau. St.. V.. 30. NRpaA GARDM. namt 331 Phan.: (4371-13D0 . Fcx : (30S)e71-1331 Association, Inc. .-mdh titaeoe.ol.00m 4268 Westroads Drive Ee o WALTER A.S XUTJ West Palm Beach, FL 33407 P.E. SEAL/SIGNATURE/DATE FLORIDA Lie. ute7P.E Ph: (877)999-2772 FAX: (561)209-8380 ® 20G9 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPIIDN I CAR 1 0— by, FP. a. os I« •roro DATE• 09/05/08 DRAWING No 08-227 DN SHEETS 8 dl 14 T "r * SEE NOTES ON LOCKM RoDsQ. NY LOCXS© IN EXISTING GLASS IWD ALTERNATE LOCK( , ON SNEER 4. O SEE END WALL CON ED TAILS ON SHEETS NE g101 R C ORE EXISTING MSS OGROtOGR J . . . . . . . . . . . . . . . . . . . . . . . . . f —— — — — — — — — — — — — — — — — — — — — — — -- 3 1/4- 7• a 1/2• 7• 1/z• OPPOSING SYMMETRICAL CENTERMATE5 CENTERMATES 110,:3 f S.M.S. O WW1 LOCK\ C. FULL IENGFTf. { L0 71c P ATI SEPATATKMI Q* IN (��* U 7 To CLASS 0 000 F G— — @0 JILGLASS A GCLASS4EXISTING 1- VAN. IN OPTIONAL* X GARS (INTERIOR) OUT lAl-� . ©OR i , mm"Vime- OUT L OR O SECTION 12 — — — — — — — — — — — — — — SYMMETRICAL 0* IN g oR©oRQoR S Ono, L W OO W/ LOCKr(INTERIOR) F O' H I °R •• - � • IL E C O 1lIC. — TIWT TESTING & ENGINEERING COMPANY h �/ //•ram ells X.N. xu. 61.. u. -'^ VAGM WOO n 'W% 33 T—. Ph.- : (305)871-L330 Fax: (30M71-1831 .-matt: ItR.eoO..l.c.m ' E8-0D00719 WALTER A TILUr .k. RE P.E. SEAL/SIGNATURE/DATE rLORwA U.. / 44167 - TING coos POURED CONCRETE OR eLocK wnu. — — REWIRED , — —FCONCRFTE To OOUT I- 8 1/2• MAX. SLACK SECTION 12 AT SLACK DETAIL OE APPLICABLE) FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A ■ S ■ S ■ A ■ American Shutter System* Assoclutlon. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (581)209-8380 02o09 EASTm METAL SUPPLY. INC. . sERTHA HV TM Accordion Shutter System No DCCRI"M DATC 0. . F.P. t 01D ef-111 W" DATE: 09/05/08 2 DRAWING No 08-227 3 4 SHEEr 14 e (LOCATE AT Q EITHER SIDE OF 0) 1/2' 110a1/2'SAI.S. O 16' O.0 —POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS 1' MIN. PLATE (LOCATE AT EQLER SIDE OF N) 1M t100/2' S.M.S: SEE DETAIL X FOR SIDE CONNECTION TO TRACKS — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS I' MIN. SEPARATION TO CLASS TO TRACKS ORS+OORO ORS+QOR� END f END CONNECTION DETAIL 10 .END CONNECTION DETAIL (2) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 71�EXISRNG GLASS 1' MI1IN. SEPARATION TTO CLASS ENV N i 1 iZl L 1►LZ" uI i. E al ° Iji� �Lliil�l - POURED CONCRETE RED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLASS 2' MIN EXISTING GLASS 1' MI SEPARATIO 1' MIN. TO GLASS I sco.acTIuJ *USE 1 OR 2' MAX. I (AS M2'%1/B•u0,-2• ALUMI CLIP ANGLE ----- (I063— ALLOY) AT MIOHEICHT ' ----- ` W/(1)f 1/2' S.M.S. TO® (2)1/4'9 TAPCONS ANCH TO WALL AT 1' O.C. (L AT EITHER SIDE OF Q) SEE DETAIL X F OR©OR®OR® SIDE CONNECTION OR OR OR ORS+OORO TO TRACKS OR® O O END CONNECTION DETAIL IL EC O mc. h TILLR TESTING k ENGINEERING COMPANY '•// /(� 6353 ICK. 38M S1. 514. =. VMMSA GAIMM RONDA 31 Pho..: (305)871-1530 . F..: (305)871-1531 • e-md: 1IR.00900LCCm ES-0006719 WALTER A TI1JT Jr. P.E. P.E. SEAL/SIGNATURE/DATE ROR1°^ uC. 44187 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 m 20M EASITRN METAL SUPPLY, INC. BERTHA M TM Accordion Shutter Sti I I I I I DRAWING No 1 3 1 1 08-227 I MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. :ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MhxMUM 01ESION LOAD &'1') (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING MOUNTING MOUNTING L+ L- L+ L- N 30 OR 16'-0' 16'-O' 15-0 IV -a* 35 14'-10' 14'-10' IW-r 18'-0' 1V- ' -2' 45 13'-1' 13-i' IS-4' 14'-3' - -7' 55 11'-10' 11'-10' 12'-1' 12'-11' 60 11'-4' 11'-4' 11'-7' Ir-4' 65 10'-10' 10'-10' 11'-1' 11'-11' 70 101-V IW-6' 10'-Gr 75 10'-1' IV -I* 10'-4 80 W-to' W-10' IW-W IW-9' 85 V-6' 9'-6" 9'-9' to'-5' 90 9'-3' 9'-3' 9'-5' 10'-1' 95 W-0' 8'-V W-2' 9'-10' 100 8'-9' 8'-4' 9'-0' 9'-7' 105 8'-7' 7'-11' 8'-9' 9'-4' 110 8'-4' r-7' 8'-7' 9'-2' 115 B'-r 7'-,r 8'-4' V-11' 120 W-W 6'-11' 8'-2' 8'-9' 125 7'-10' 6'-8' 8•-0' 8'-5' 130 7'-8- s'-5' 7'-10' W-1' 135 7'-7' 6'-2' 7'-9' r-9' 140 7'-5' W-11' 7'-7' 7'-6' 145 7'-3' V-9' 7'-5' 7'-3' 150 7'-r V-7' V-4' 7'-0' 155 7'-0' V-5' 7'-r 6'-9' 160 W-11' V-2' 7'-1" V-7' 165 6'-10' 1 W-1' r-Ir 6'-4' 1-70 5'-9' I 4'-11' 6'-11' W-2' 175 W-7' 4'-9' 6'-9' 6'-0' 180 8'-8' V-8' 61-8' W-10' 185 6'-5' 4'-6' 6'-7' 5'-8' 190 W-4' 4'-5' V-6' 5'-8' 195 W-3' 4'-3' 6'-5' W-5' 200 6'-2' 4'-2' 8'-4' S'-3' 205 8'-l' 4'-1' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES. ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIAMI DE M LOAD (pr L) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FIDOR/CEI1.IJfi MOUNTING l+ ffl I L- 30 16'-0" 16'-0' 35 14'-10' 14'-10' 40 13'-10' IS-10' 45 13'-1' IN-1' 50 12'-5' 12'-5' 55 1 t'-10' III -tor 60 11'-4' 11'-4' 65 IW-10' 1W-10' 70 10'-8' 10'-r 75 10'-1' 10'-1' 80 9'-10' 9'-10' 85 W-6" 90 9'-3' - W-3- 95 W-0' 8'-9' 100 8'-9' 1'-4' 105 8'-7' r-T1' 110 V-4' 7'-7' 115 6'-2' 7'-3' 120 8'-0' 125 7' 10' 1_ 7''S' 8'-5' 135 7'-7' 8'-2' 140 145 7'r3' 150 7'=2' 5'-5' 6'-11' V-2'6'-10'W-9'W-7'W-6'e'-5' M155V-0' V-6' 8'-4' 4'-5'V-3' V-3' e'-2'W-1' 4'-1' INSTALLATION LEGEND CONCRETE & WOOD WALL 1, 2, 3 1W, 2W. 3W, MOUNTING & 4 4W, 5W & 6W FLOOR/CEILING 5, 6, 7 8W, 9W & MOUNTING & 8 10W ♦ MAXIMUM SHUTTER SPAN 'L+' OR 'L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 Pd. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATOR! CONDITION /2 NOTE /4, SHEET 4 OF 14 /ilLIECOINC. TILUT TESTING '& ENGINEERING COMPANY 9= X.N. 30h St.. St.. 305. VAMM GNUM 4. HARM 33 Ptw,n : (305)871-1530 . Fox : (305)a71-1631 --I: ift c 40,nim m EB-MO719 WLTM A. TIUIT k. P.E. P.E. SEAL/SIGNATURE/DATE F"IM Uc• j 44167 • NOTES: . (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE DESIGN LOAD. DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L- % (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1+- MAX. SPAN FOR WALL MOUN17NG INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEJUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', 'L2+', 'LI AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND'NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A.S.S.A. Amerioan Shutter Systems Assoctatlon. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 02009 EASTEI81 METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sti DRAWING No 08-227 3EF t..v:.l•1:.�'iitl:Ui:�,f.'IJ!M,li:«IfiwlE.�ha7l;lji it • A14� l.r 111 -.�. r. .i . hi !.. r .� � �Idd, x..r;.'r. :. .1. i.11l.. N: 11.: �L.,�GAI •?., �;ql ,,•,~, l . . 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ANCHORS TO SUBSTRATE SHALT. BE AS FOLLOWS: W TO EXISTING POURED CONCRETE (Lin. f e . 3 kd) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORMI TECHNOLOGY ANCHORS. AS MANUFACTURED Bf I.T.W. BUILDDL. Min. re - 3 kel - 1/4'0 x 3/4' ALL POINTS SOLID -SIT ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT R SPECIALTY COMPANY. (Min. re 3 kd; - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY ALL FASTENERS OLTDIRE& PE (Min. O o 2 k(M - 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 (MIn. rc - J Iml) INCREGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. W. NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCCN WITH ADVANCED nVWApFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SEE ANCHORS SHALL BE 7/8" INTO THE PO4JRED CONCRETE NO EMBEDMENT INTO STUCCO SIW1 BE PERMITTED, 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOM OµNCHORS NO ES SHALL ABOVE. FOR TINSTALLATIONS REACH THE MAIN ST L ATTIONS ON VINYL �SldNG BEHIND R EEIFS WITH OR WIIMCUTT METAL SHALL CONSULT BE THIS ENGINEER. (B) TO EXITING CONCRETE BLOCK (ASTM C-90) - 1/4.0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BUILDEX. 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 1/40 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL PoIMTS SCREW. BOLT dr SPECWLtt COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: BB-1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4. AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS Is 1'. 9.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4- ALL POINTS SOLID -SEE ANCF1pRS SWAN BE ENIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SFULLL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG IJWR 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 COSTING WALL OR FLOOR, ONCHORS NOTES SHALL & B.2) ABOVE. FORTO REACH THE MAIN M INSTALLATIONS ON VINYL DING OR eF5 WITH OR WITHOUT METRE BEHIND SAID WALL FINISHES. A KRAGE SHALL BE AS STUDS CONSULT THISIEN ENGINED EER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENTNTIOPS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. . .EDGE DISTANCE VERSUS SPACING SCH OU a FOR ANCHORS: UMMM ANCHOR SPACINGS ARE YAW FOR WOE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE mr-ATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TWW MINIMUM SPACING INDICTED FOR EACH ANCHOR TYPE ACTUAL FAGFOR GE TAPCON TAPCON WITH ADVANCED THREADFORM TECt1f101A01f A11 POINT SOLID SET BLUE TAP W/ NAP NIN. +NO D E.D. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING 3' SPACI 3 3/4- 4• COT fl & Fan OMxM ATE 9LIX uN Eu-31/4' MIL ED.-21/Y 0% E �K & PW DGNCNEIE h Rq�D �NCIETE ODNGSTE 900L MN E -.y LN. IA-3 IJV IL D MN. E&-3 1/2' LRL EJl-2 I/Y 3' 21/2' 1.0 - 0.90 1.0 O.B1 1.0 0.71 - 0.7e - - 1.0 - 0.64 0.67 1.0 1.0 2' - 1 3/4' . - 1 _ 1°'°'� - - - 0.51 0.43 - - 11 0.35 1- IL E C O ,Mc. ------- TILUT TESTING & ENGINEERING COMPANY es60 N.W. 3M. St. SE-. 300. %MM CARDERS. FLOWA 33 -� Phon• : (305)871-IWO . Fos : (306)871-1631 4-mo8: Ut0eo0aol.C= • • EB-0006719 ' WAITER A TILLS Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLGMA Ue. 1 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 2009 EASTERN METAL SUPPLY, INC. IBERTHA W "m I Accordion Shutter Svstem " O 1" DRAWING No 08-227 MAXIM_UM_ANCHOR+ SPACING (in.) SCHEDULE FOR A SHUTTER SPAN NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) :E� U B !E� T Fzz 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 W2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL L MOUNTINGS & 5IN, NEGATIVE DESIGN LOAD (Psf) NEGATIVE DESIGN LOAD (paf7 NEGATIVE DESIGN LOAD (PST) NEGATIVE DESIGN LOAD (9s NEGATIVE DESIGN LOAD (p.Q NEGATIVE DESIGN LOAD (PST) NEGATIVE DESIGN LOAD (PsO 30 40 60 175 190 105 30 40 160175 90.105 30 40 60 75 90 105 30 40 160 75 90 1105 30 40 60 75 90 105 30 40 160175 90 105 30 40 80 75 90 105 '-Cr OR LESS 12 10 10 9 B 8 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 3.513 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 5.513.5 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 2.512 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' 112,10 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" 112110 10 7.5 4.5 3 6 5 3 2.5 2 2 12,10 1015.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0. 12110 10 5 3.5 - 6 4.5 3 2 2 - 12 - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 53.510'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - -11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 - - 4 3 2 - - 12 10 - - - - 3 2.5 - - - - 6 512'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 - - 3.52.5 - - - - 72 10 - - - - 3 2 - -13'-0' 12 10 - - - - 4 3 - - - - 12 R8.51- - - 3.5 2.5 -14'-0" 12 10 - - - - 4 3 - - - - 12 - - 3 2 - - -15'-0' 12 - - - - - 3.5 - - - - - 12 - - 3 - - - -16'-0" 12 - - - - - 3 - - - 12 - 2.5 - - - - + NOTES ON ANCHORS REQUIREMENTS• WOOD SUBSTRATES 1. ANCHORS TO WALL. FLOOR OR SCUD WOOD SOFFIT SMALL DE AS FOLLOWS: - 1/4rO TAPCON OR TAPCON WITH ADVANCED THWADFOR4 TECHNOLOGY ANCHORS, AS WMUFACTURED BY ' LT.W. SUILDEX W/ MNNUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 h 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SWILL CONSIST OF THE FOLLOWING: 30UTHERN PINE No. 2 W/ G-OM (N.D.S) -DOUGLAS FIR W/ 0-0.50 (N.D.S.) -SPRUCE PINE F,R NORTH W/ G-0.43 (N.D.S.) -SPRUCE FINE FIR SOUTH W/ G-0.38 (N.D.S.) -MIN. 1/2' COX PLYWOOD (1996 APA) 4. ANCHORS SHALL BE M7ALLED FOLLOWING ALL OF THE REOOWIENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IL E C O INN:. I A■S,S,,A. TILUT TESTING & ENGINEERING COMPANY American Shutter Syateme L2 6355 N.W. 36M. St. St.. 303. MWWA WJMS. iLORl6A 331 Association, Inc. Phone: (303)071-1530 . F..: (r)571-1531 .--;1: tme..0.0.o 4268 Westroods Drive EB-0006719 West Palm Beach, FL 33407 P.E. SEAL/SIGNAtURE/DATE WALFLTER A. tlILUr jj Jr. P Ph: (877)999-2772 FAX: (561)209-8380 02009 EASTERN METAL SUPPLY, INC. BERTHA HV .. Accordion Shutter Si t I ao w-In I ./ae/a I DATE: 09/06/08 2 TM .� o/:�/� DRAWING No s 08-92% . f , LL FINISH 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) F OR DOSTiNG MIN. I� I 2'x4' WOOD yl' HEADER REQUIRED E%ISR�--- J I I �1• MIN. SEPARATION TO GLASS I 1© WALL CONNECTION AT TOP E%Tsn�1 1 MIN. SEPARA 2'x4• CONT. TO GLASS WOOD PLATE REO'D. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY . W 1 1//2' Min. PENETRATION 0( THRREADED AREA TO EXISTING WOOD HEADER. 1 (SEE SCHEDULE ON SHEET 16) 1/4'0-2Ox3/4' S.S. MACHINE 1' RAN. SEPARATION_ . SCREWS C/ 1/4'-20 NUTS TO CLASS f20514JG MIN. 2'r4' W000 HEADER REQUIRED 11 1 EXISTING I`-1' MIN. SEPARATION GLASSY TO GLASS W M zIT-111TINIIIIII�. 1 �J EXISTING 1 1' MIN SEPAR GLASS--P— TO GLASS G ' x 1 ' 3 EXISTING 1 GLASS-1 x 1 0R N OR W/ 1 1 2' in. PENETRATION OF TN IMAREA O --- MIDWIOTH OF WOOD PLATE. 2'x4' CONT. SILL (SEE SCHEDULE ON SHEET 16) ATE REDID. ® WALL CONNECTION AT BOTTOM 1 1 A6N. SEPARATION ' TOGLASS EXISTING cuss--1 1 1 FI" L �I II 5G 3 d4IE� I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSE?18LY. 2-MOUNTING SECTIONS CAN BE COMBATED IN ANY WAY To SUIT ANY INSTALLATION. i 1 11 I nT.ON 2'r4' CONT. 1 1 1� WOOD PLATE I I OR©REO'D. 1' LGn.-1 GQ 1/4'LI OR \ 1/4'e-20x3/4' S.S. MACHINE I. Min. 1/4'M20r3 4 S.S.MACHINE TAPCON WITH ADVANCED SCREWS W/ 1/4'-20 NUTS SCREWS USING 1.S. MA NUTS tHRFADPoRM TECHNOLOGY O 12• •O.C. W/ 1/2' Min, PENETRATION OF 2'x4' L'ONT. 1/4'0 TAPCON OR O tY O.C. THREADED AREA INTO PLYWOOD. 1/4'0 TAPCON OR SILL PLATE TAPCON WITH ADVANCED (SEE SCHEDULE ON SHEET 18) APCON WITH ADVANCED REQ'D. THREADFORM TECHNOLOGY 1/2• MIN. CO% THREADFORM TECHNOLOGY W� 1 1/2' Min. PENETRATION 1/2' MIN. COX PLYWOOD REQ'D. PLYWOOD REQ'D. W/ 1/2' Min. PENETRATION OF 0 ".Mom AREA O STING MIN. 2'r4• STUDS O 16. O.C. MAX. REO'0. PLYWOOD TO BE WALL FINISH THREADED AREA INTO PLYWOOD. MIDWIDTH OF WOOD PLATE. ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 16) ® ® WALL CONNECTION AT BOTTOM 6W WALL GONNEGWALL CONNECTION AT BOTTOM SCALE: 3/8•=1• TION AT BOTTOM FLORIDA BUILDING CODE Non High Velocity NUrricane Zone ® 2oo9 EASTERN METAL SUPPLY, INC. BERTHA HV'm 1 1L E C O INS. A■SA A■ Accordion Shutter System * TILLIT TESTING do ENGINEERING COMPANY American Shutter Syat*ms " ° RO10N Tz Drawn . FP. w . sus N.W. xa,. SL, Si.. ws, VF40" rAAar+s. Rana 3N 1 m WIn IA»/a4 DATE: 09/05/08 Phone : (303)071-133D . Pox : (3os)871-Issl AoA:oclation, Inc. a-rr41: M*w0wLaom 4268 Westroads Drive 2 TAPCON /nil DRAWING No ' • �� EB WALTER A. TP LIT Jr. West Palm Beach, FL 33407 txRFAaiaau hOceoLooY 08-227 FLORIDA.Uc%u18iE Ph: (877)999-2772 FAX: (561)209-8380 3 __ _ P.E. SEAL/SIGNATURE/DATE 4 curr r -- -� c 47x8' In.) EXISTING WOOD - 'E (IFAPPLIC -ABLE) BEAM RED. ADEQUACY OF EXISTINGSTRUCTURALWOOD-N 2x4" MIN. W00D SOS. BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR A (AS APPLICABLE) i 1/4'{ TAPCON OR TAPCON EXISTING wood ARCHITECT PRIOR TO SHUTTER INSTALLATION. \ i I WITH ADVANCED THREADFOR TECHNOLOGY NDEX BUIIRussEs TRUSSES OR O E wAu \ ; ' ANc1IORs o 6• O.C. RAFTER O 24' O.C. REQUIRED FLASH _ \ / 1 W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS OR 1I4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING GLASS �. \\ W/ MIN. 1/2' THREADED PENETRATION TO 1/2' COX ' POSTING SOFFIT THREADFQRM TECHNOLOGY (`- -- / \ 1 PLYWOOD IF NO STUDS EXIST. Max. THK• W/ 1 1 2' W.PENETRATION E EG S Q OF AREA TO I KS./4• 1'z4'zl/6' CONi. A ALUM. TUBE EXISTING WOOD BEAM Q O 6' O.C. (� /H (3)5 18 f0 (� SCHEDULE ON SHEET 16) O I SCREWSTTO OR E oRO TRUSS. 1' MIN. - 1/2' MIN. COX II LOCATE LAGSCREWSAT MIDWIOTH OF EXISTING WOOD i E oR 0 TO GLASS OR® OPEN HOLE Ai EACH MEMBER.PLYWOOD. MEMBER, (2' Wn. NOMINAL WIDTH) W/ 2' Min. PENETRATION I I I STUD TO ACCEPT 5/16'/ LAG SCREW 11 OF THREADED AREA VAUD FOR INSTALLATIONS WITH 72pef MAX. I EXISTING I I 1 2' MIN. AT CENTER OF TUBE. DESIGN LOAD AND 9'-0' MAX. GLASS —"I 1 I i SPAN. THIS INSTALLATION IS ONLY - — - I 1' MIN. VALID FOR WOOD W/ MIN. I 2" /fOxi/2' S.N.S. SEPMAnON TO SPECIRC GRAVITY OF 0.50 AS DOUGTAS FIR OR SOUTHERN PINE I 1 w OOR®OR ©OR O 16' GLASS EXISTING CLASS I I No. 2. OR EQUAL I I' SEPARATION OR OOROa® TO CLASS © HOLLOW CEI LNG MOUNTING INSTALLATION ATIO►J ® SOFFIT MOUNTING INSTALS END CONNECTION eTlnu DETAI � W & 4W 1/4'0 TAPCON OR TAPCON I I I 1' MIN. WITH ADVANCED THREADFORM 2"x4' MIN. WOOD TECHNOLOGY ITW BUILDEX I I' MIN. I---SEPARAnOI I I I SEPAIHATION EXISTING I TO GLASS GLASS\ EXISTING CLASS STUDS REWD. ANCHORS W 1 I/2' MIN. THREADED PENETRATION 1 TO GLASS I I 1 r INTO STUDS O 12' O.C. II ALTERNATE I' MIN. SEPARATION EXISTING IiANCHOR L s-S I I 1 1 I LOCATION TO CLASS 1/2 MIN. DECK REQUIRED 0 " ) 3/8 //t� HEX I (NO FINISH 2'x6' -MIN. WOOD DECK ALLOWED) WA5%4' HEAD TEK - — - SCREWS O 12' O.C. ' REQUIRED (NO FINISH ALLOWED) EDGE OF DECK EDGE OF DECK 1' ® 2' MIN. -- IF APPLICABLE IF APPLICABLE E-Q- Q. 1/4'0 TAPCON WRFI 2' MM. 2' MIN. OF DECK IF ED TH AD ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Mh PENETRATION OF 1/4'0 TAPCON OR TAPCON H11H ADVANCED THREADFORM TECHNOLOGY 2' MIN• APPLICABLE QOR®ORC WALL WALL FINISH THREADED AREA INTO 1V000 DECK. (SEE SCHEDULE ON SHEEP 16) El0.TE5; i-SEE SHEET S FOR TYPICAL SHUTTER ASSEMBLY W/ 1 2' Min• PENETRATION OF THR6FED AREA INTO WOOD DECK. 9© FLOOR CONN tmnu 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TOSUIT ANY INSTALLATION. (SEE SCHEDULE ON SHEET 16) 1.0 FLOOR CONN TION DETAIL 5W SCALE: 3/6• a r CONNECTIONEND •• FLORIDA BUILDING CODE Non High Velocity HUrricane Zone . • ® 2009 EASTERN METAL SUPPLY, INC. `� `r' 44 ` �I LVcO� N A■ S S.-A■ BERTHA H V TM' 0 . ■ Accordion Shutter System TIWT TESTING & ENGINEERING COMPANY SM American Shutter Systems 0_cwm DATE O1om FP. /LA ? e ; C, •. •�; N.W. Mk a. sr- 305, %qMU GAlmaS. nnMA 331 Phone : (305)871-1530'.(305j071-1531 Assoclatlone Inc. t °'° a-10 vaM . DATE: 09/05/OB if a-maG: MteeoOa&_ w-oao67t9 4268 Westroods Drive a TAPCON THREnnFORM w0H Awx+ccD tECW/nLOpY a/=Th DRAWING No . �.. WAM A TILUr Jr. P.E. West Palm Beach, FL 33407 3 08-227 P.E. SE'bL/SIGN0.TYIRF/DATE FLOF= Ik• / 44161 Ph: (877)999-2772 FAX: (561)209-838o LL