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HomeMy WebLinkAboutSUBMITTED PAPERSPermV, ' mber: 1 - r 0 � �1 St. Lucie County Building & Zoning, Department 2300 Virginia Avenue �'qN/!/� Fort Pierce, FL 34982 772-462-1553 "Cie APPLI CATION FOR STORM SHUTTER,PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS DATE-0 5 ~ k 1. LOCATION/SITE ADDRESS: 616'd1 w�/f o ✓� ��e Gr�c �` %91'1 2. 3. 4. PARCEL ID NUMBER: / 3 d /j!�_%� d O 6 2a p O 4_3 DESCRIPTION OF PROJECT OR WORK ACTIVITY: TYPE OF STRUCTURE: SFR_y ADDITION OTHER 5. OWNER INFORMATION // (, Name: _ V/ �d34-�-,e ,,L90 l/ ' �hr Gz­7 •tea% Address: Wef M AV City:_ 16�1140`1`1- State: Zip: Phone:_ %,7.oz --Sf 9 -°O J06 7 CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: ` Business Name: ` Cc Type of Surface attachment: Wood Frame Concrete Masonry Other Product Maximum Opening Pressure per Product Compliance Method of Attachment Type A.S.C.E.-7 Report # 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 — vhJ l Accordion Roll U Colonials F . Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE D **SEE FINAL INSPECTION PROCEDURE FOR EXISTING' RESIDENTIAL STRUCTURES ON BACK. .a= 7. VALUE OF CONSTRUCTION: $ 02 FEES DUE: r U U a RECEIPT: c a' OWNER'S AFFIDAVIT: I certify that all of the information contained in this wo application is correct and that all rk w ll be do compliance with all applicable laws regulating construction and zoning. m ca PRINT QUA IE / ERS NAME IGNATURE OF QUA WNER STATE OF FLORIDA, COUNTY OF < ACKNOWLEDGED BEFORE ME THIS DAY 2�! BY f) f% rI � , W11p"ISIPERSONALL OWN T ME _ OR WHO HAS PRODUCEDICATION. V)FVIF 172 SITLE. E OF NOTAR TYPE OR P�1T NAME OF NOTAR���\��� TITLE: OTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE 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. l 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 :.............................................. 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: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ............................................ 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 - 5:00 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 lu the rbmaindermust be by the opening- forahe,inspector to verify remaining panels. ON NEW.HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL I'1�TSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE. ISSUED. SLCCDV.FORM NO: 006-05 Property Appraiser - St.Lucie!r ' anty, FL Page 1 of 1 Catherine Joy-Shackleford Record: 1 of 1 Property Identification Site Address: 6502 Fort Walton Av Sec/Town/Range: 01 :34S :39E Map ID: 13/01S Zoning: RS-4 I PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1301-612-0067-000-3 ��VU�"00G2� Account #: 2827 y r t Land Use: SF Res ,City/Cnty: 1 St Lucie County �' '4 Ownership and Mailing Legal Description Owner: Catherine Joy-Shackleford LAKEWOOD PARK -UNIT 10- BLK 121 LOT 14 (MAP 13/01S) (OR Address: 6502 Fort Walton Ave 1152-1041: 1150-2752: 2714-288) Fort Pierce FL 34951-1583 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 96400 Land Value: 14300 Acres: 0.39 11/22/2006 100 01 QC 2724 / 0288 Assessed: 96400 Building Value: 82100 6/3/1998 5500 04 QC 1150 / 2752 Ag.Credit: 0 Finished Area: 1632 SgFt 3/30/1998 5500 01 WD 1152 / 1041 Exempt: 50000 6/1/1983 5000 00 CV 0406 / 1957 Taxable: 46400 6/1/1981 6300 00 CV 0358 / 1491 Taxes: 1168.81 12/1/1976 1500 00 CV 0261 / 0168 BUILDING INFORMATION Exterior Features View: - RoofC.over: ExtType: HC - HC YearBlt: Grade: C - C EffYrBlt: StoryHght: 0010 - 1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 2 HeatType: 1/213ath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBlt. 3CNT - 3CNT S 1 1 AV AV 1998 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 No Image Available SA - Asph Shingle RoofStruct: GA - Gable 1998 Frame: 1998 PrimeWall: BS - CB Stucco 1 SecWall: MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHt/FI: STD ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 0100-SF Res BI -Front Ft 129.2 131 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pre.asp?prclid=130161200670003 7/5/2011 (772) 335-9198 Port St. Lucie 772461-2116 Fort Pierce C*A er41,pe Jc) Y—S 11 ezcic/r ,a-J--0,46" 'rAo —A--n ,1 cusrOAAER's NAME . PRODucr/W ou /L % LAYOUT SHEET During installation we must have access in and out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. p .L3- :�� •fit, _ �1� . wuua Duiluing i-ooe Vnllne' Page 1 01 ThAMW OP -17a Sun OCIS Home I Lop In I User Rebistratlon 1 Not Topics i Submit Surcharge 1 Slats & Facts ! Publications Ma� Sea rch OProduct Approval USER: Public User (� � P.rp.QOctA_PArAy�IJ1Gnp > Prgpp_p(_pIA. RplICB.t�Qp..$SOrdl > AppllCOVOrl_Ust > Application Detail FL # FL6417-RI Application Type r Revision Code Version 2007 AppIcatlon 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 Bernardo 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 Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Frank L. Bernardo, P.E. Florida License 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 F_L6417 R1 Co— I co.Elndeo odf Standard Y�`ar ASTM E1886 2002 ASTM E1886 200 .ttD://www.floridabuildinL,.ore/nr/nr anndtl.acnx?naram=wC;P.VY()ivtT)nc74TPRIIl,;;,) ,ml"rVIT'2l114.,nlT, Florida Building Code Online Page 2 of ASTM E1996 ASTM E1996 ASTM.E330 Equivalence of Product Standards Certified By Sections from the Code 2002 2005 2002 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 [64 mmary of Products * Model Number or Name Descri tion 7.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels (Non-HVHZ Product r of UseInstallation Instructions proved for use in HVHZ: No F.I.E4.x7 Rl�(I_Qw.g.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See engineering drawings for design limitations FL6417 R1 AE 09_009_FE M-1M.,pff (allowable spans, mounting conditions, anchor options, FL6417 RI Ar04-QQ2LE11SIM.odf etc.). FL6417 R.LAE_02 9--007-OS.Ddf F46417—LLAE—EY:1lRpt&df Created by Independent Third Party: Yes Bsek Nezt KA.MminlstraUlin Department of Communitr Affairs Florida Building Code Online Codes and Standards 2SSS Shumard Oak Boulevard Tallahassee, Rorfds 32399-2100 (850) 487-1824, Fez (850) 414-8436 O 2000-2005 The State of Florida. All rights reserved. CoMWI end Disclalmer Product Approval Accepts: ffff lf/ ' YIf ItIY ' B ENGINEEIRING Product Evaluation Report December 31, 2008 Application Number FL6417 FLB Project Number. 08-TPS-0008 Product Manufacturer. Transparent Protection Systems, Inc. Manufacturer Address: 6643.42nd Terrace North West Palm Beach, FL 33407 Product Name & Description: ClearGuard Polyoarbonate Storm Panels (Non-HVHZ) Scope of Evaluatlon: This Product Evaluatlon Report is being Issued In accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 98-72.070, 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 least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantlaang Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #08-TPS-0o08 Utled'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 test er test o #(02394312-08, #0 39-0 13-06, #0 39-01 0-07 & #0 39t11013-07 on by Hurrlcane Test C) and . Laboratory (HTL). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-02, ASTM E1888-05, ASTM E1996-02 and ASTM E1998-05 test standards per test report(s) #04-009-FE-ASTM & #04 009-LE-ASTM by Construction Testing Corporation (CTC) and per test report(s) #0239-0813-06, 4023"110-07 & #0239-1013-07 by Hurricane Test Laboratory (HTL). Self -Ignition temperature,. Rate of Burning. and Smoke Density have been tested in accordance with ASTM D1929-96, ASTM D635-98, & ASTM D2843-99 . 1. standards (respectively) per test report #ETC-01-753-10724.1 ar I.r . by ETC Laboratories (ETC). Raised. irtee,sy��l!Vatld for P,a g rou UV weathering resistance has been tested in accordance with ,,;...; . ASTM G28 (equivalent to ASTM G155.30ae1) and ASTM D838 standards per test report #TPI-001-02-01 by PRI Asphalt Technologies (PRI). # FE0IS46549 [ a• ieaak�4' 160 SW 12T" AVENUE # 106 DEERFiELo BEACH F 8' V „' , PHONE: 954-354-0660 FAX: 954-354� 04E43� L�r WWW.ENGEXP.Com Transparent Protection Systems, Inc. — C1earGuard Storm Panels (HVH2) December 31, 2009 Page 2 of 2 • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quallfy the following design criteria: 1. Minimum Glass Separation 2. Anchor Spacing 3. Maximum Allowable'Slze/Pressure Combinations No 33% increase In allowable stress has been used In the design of (his product. When installed outside the HVHZ, this system has been designed as a non -porous assembly as defined In the ASTM E1996-02 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 (Le. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the Product Evaluation Document (I.e. 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 product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. Alt 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 Ihd High Velocity Hurricane. Zone (HVHZ). 160 SW 12T" AVENUE vluo DEERFIELO BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING December 31, 2008 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 t Regarding: Transparent Protection Systems, Inc. ClearOuard Polyearbonate Storm Panels (Non-HVHZ) Project #08-7PS-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). RespecfCuOY� .77 Fi nit :Ngna;dOil M.;. Inc. Cert 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ® PO LYCARBO HATE STORM PANELS (HVHZ) 0.100. �-2.50-1 D.100' �2.S0"---I 1.00' %� c �a TYP %� (. 1.00" MIN TYP o 3/B° MIN �"1•t Ly • a` -1' _ /ti ?so I 1°.J y-1,.� p 9 t'so` _�1°� (MIN) TO 13" (MAX) `PAANEL COVERAGE I I k6 I1Y-MAX=COVERAGEE--� MAX TOTAL PANEL WIDTH 8 3/4" MAX TOTAL WIDTH MOUNT ENERS r,ZFULL PANEL PROFILE FASTENERS � HALF PANEL PROFILE DRMOUNT WITH STUDS 'I' 3° = 1'-0° (SEE GEN NOTE 6) 13 OO.COMAX G (SEE GEN NOTE 6 SAT AT 6-1A MAX. 3' = 1'-0' ) O.C. X STUD AND/OR LEG DIRECTION MAY BE REVERSED 0.313' 0 0.500• 0.313" 0.687" t D.O9rTYP LL 2.000' REVERSE ., STUD ANGLE REVERSE WIDTH UNLIMITED TOP MOUNT MOUNTING - • (CONN AS REQ'D) SECTIONS f; 7d7 �a N BOTTOM MOUNT• _-- (CONN AS REQ'D) TYPICAL ELEVATION j N.T.S. T--3.375' -- 0.375 --j (' 0.090° n m TYp 0.650" 0.320" BUILDOUT 'F' TRACK 0.875.1 0D.35' o ^'. cx'-, Q KEYHOLE 8 WASHER 6- - 1'-0" 0.380" H 0.66S' 'j�" �0.275' n L 0A9s - „j_ lYP 6 'F' TRACK 6" = 1'-0' WASHERED 9 WINGNUT VIEPLAN 0.23° 0.58' � z KEYHOLE DETAIL 1 N.T.S. ALT. FIELD DRE1031V HOLE (OR 05/8" HOLE W/ KEYHOLE WASHER) WITH c Ln 2.OD0' 0.125° CLOSURE ANGLE % 6' - V-0° 'HHEADER 10 6. = V-0" UNLIMITED S ECTIOONSP T- I GENERAL NOTES: 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, 202, & 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. THESE DRAWINGS SHALL BE DETERMINEPOSITIVE AND NEGATIVE DESIGN D BYO OTHERS FOR SPECIFIRES To BE USED C JOBS IN ACCORDANCE WITH THE GOVERNING CODE WHEN CALCULATING PRESSURES PER ASCE 7-0S, USE OF DIRECTIONALITY FACTOR Kd=0.85 IS ALLOWED. 4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE IF SITE CONDITIONS DEYNTE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONIUNCTION WITH THIS DOCUMENT. 5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED LOADS. D UB�WIDE) MAY VARY INRBONATE 'CO RVE:RAGE''WWIDTH UP TO E RESPECTIVE MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAWTAINED, PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. 7) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED By TRANSPARENT PRODPROTECTION ROVAL I FOR THE USE OF CLEAR POLYCARB PANELS ONLY. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS 1=O. JOB' (30.010') AND SHALL BE MANUFACWRED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ MUST DE 140SMTE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH Ey=8.908 KSI, Rr: RALSIRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. 9) ALL EXTRUSIONS SHALL BE 6663-T6 ALUMINUM ALLOY, U.N.O. 10) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. WEST PALM BEACH, FLORIDA NOTE: TEST STANDARDS AND PRODUCT APPROVAL NUMBERS SHALT. BE INCLUDED IN PANEL LABELS. 11) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04-OD9-FE-FBC & #04-009-LE-FSC, AS WELL AS HURRICANE TEST LAB (HTL OF RMERA BEACH, FL) TEST REPORTS #0239-0107-05, #0239-1013-07, & #0239-0312-06. L2) 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 OPTIONALIN CONIUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT 03/8' (OR OS/8• WITH KEYHOLE WASHER) WITH ANY FASTENERTYPE. WASHE:RED 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 g fi ii �DJAw 3:v cc A oW- -o —000 - - - - -- : - -- - *NOTE: FOR ALTERNATE ARCH TOP INSTALLATIONS, THE TOP TRACK OR U-HEADER SHALL BE CUT INTO 6" MINIMUM ADJACENT SEGMENTS. EACH CAMT PAGE - OPSCRIPiION: BOTTOM MOUNT (CONN ^ AS REQ'D) SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, WITH A MINIMUM OF (2) ANCHORS PER SEGMENT. ANCHORS SHALL BE °P 3 ALT. ARCH TOP* I-lA" MIN FROM ENDS OF EACH SEGMENT AND SPACED 3' MINIMUM N.T.S.. FROM ADIACENi ANCHORS. FOR STUDDED TRACKS ONLY, THERE SHALL BE A MINIMUM OF (1) STUD PER SEGMENT FASTENED TO THESTORH PANEL f j ,LJ1 STUDS SHALL BE LOCATED 2- MINIMUM FROM ENDS OF EACH SEGMENT. j—z.sD•--� t-2.50— 1 t-2.50"—t 11 3 -,v MAXT""' DOUBLE -WIDE PANEL PROFILE FA�,� `J 3" = 1'-D" (SEE GEN NOTE 6) OR STUDS AT 13. O.C. MAX — 3.000" 0.125"J L0:26D"L0.720• 0.145" 0.357' ALTERNATE 13 B.O..'F' TRACK 6• = 1'-0" 1/4-20 STUD X 3/4' g 0 N 0.093- TW. —2.000"—j ALTERNATE GSTUD ANGLE 14 6" - 1'-D" 0 i ALTERNATE 17 U-HEADER N.T.S. 6063-T6 f2.OD0'i M�12.--+1.500" 1.003" 000' 14.394' =jT' 12 ALT. FULL PANEL PROFILE MOUNTERS `, f N.T.S. (SEE MEN NOTE ADS AT 13' O.C. MAX 1/4-20 MACHINE SCREW STUD X D3/4' 0D 6" O.C. � •1fi 0 c4 0 0 STUDDED ANGLE 2.741• 0.059' 1::I� 0.643" 2.169"--I rl CLAMSHELL COVER 1C1 N.T.S. 6063-T6 2.735" 0.093" 1/4-20 STUD X 3/4" @ 6' O.C. CLAMSHELL TRACK 17 N.T.S. 6063 T6 r` :Z~ L4 Uj`,tijw,-i U ZnW 2v2.& DXaf L$ • �•,� aQLL VI < Z ORtlus W 'ia tn 0W b ..Wo.. g 08-TPS_ 0007 sruF, 03 PAD! DlSCRIViIDNt FS STRUCTURE ANCHOR SCHED [] MOUNTING SECTION r2MOUNTING SECTION ... 3 3" = 1'-0" VERT SECTION 33` =1'-0" VERTSECTION ANCHORSCH ' 1/r n+ax 10 SPAN & PRESSURE FOR _ U WITH "H' HEADER: ° MAX AT 55.47psf is 2 I 1 1 I/4-20 x In 8 3/4" w tri -� STUDS z et AT 13" Qa O.C. MAX n ANCHOR SCHED " � MOUNTING SECTION 3 3' = V-0' VERT SECTION EXISTING HOST STRUCTURE LLNMN TYFE C3: / BEND PANEL AROUND ANCHOR PER !y� CORNER & STITCH TO • ANCHOR SCHED ry G �' ADJACENT PANEL WITH 414 SMS OR 1/4-20 BOLTS & 3116, POT RIVE IS 13" D.C. MAX ,�0�, AT 24" D.C.D (TYP) TS AT 24° O(TYP) r � p �` FASTEN PANELS TO G EXISTING HOST 7 3 --T• HOST STRUCTURE OR VAR STRUCTURE I TO STUDDED ANGLE 1/4-20 x 3/4" ® (TOP & BOTTOM) AT STUDS AT 13" CORRUGATION VALLEY - O.C.MAX CLOSEST TO CORN ER A55 SEPARATION (EACH SIDE) PER SCHEDULE 1 2 11 1 zd AZING d 5 CORNER CLOSURE ��' :l /Yl z a 3 N.T.S. PLAN VIEW 3° - 1'-O" cMAX EXISTING HOST STRUCTURE, TYP L 11 2 1 1/2" MIN ��M OVERLAP ANCHORS AT 12.0' 0.C- FOR P-s9Psf OR LESS, OR AT 5.9" O.C. FOR P=120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) 8 TRAP MOUNT CLOSURE HAXi� TING HOST srRucruRE WALL MOUNT CLOSURE g 3" = L'-0° PLAN VIEW J 3` = 1'-D° PLAN VIEW r_, � u4°1fi 1 MAX nO N ANCHORS A712.0' O.C. FOR EQ VERT SECTION P=59p51 OR LESS, OR AT 5.9° O.C. r�EQ FOR P=120psf OR LESS (USE ANY fJl ANCHOR FROM ANCHORSCHEO) r.,•3•Ti.. �„v, QBUILD-OUT CLOSURE 3 3" = PLAN NEW ' NOTE: DETAIL 9/3 MAY BE USEDAS AN ALTERNATE TO CLOSURE DETAILS 7/3 AND 6/3. I MAXIMUM PANEL MIN. PANEL OVERLAP SPAN SCHEDULE SHALLfiE1.SMEs PROJECTIONPROJECTIONTI (POSITIVE CONIC) THE PANEL PROJECTION '• FROM THE EXISTING '• HOST STRUCTURE EXISTING HOST LOAD (PSn MAX SPAN!R) STRUCTURE �� PANEL OVERLAP 25 T-6° 3 N,T.S. PLAN VIEW 30 7'-1" 32 6'-Il" MAXIMUM SPAN 35 6'-9" ' SCHEDULE NOTES: I. SPANS SHOWN IN 'MAX PANEL SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE 60 65 5'-7" 5'_yw 2. THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED USING ANY COMBIIJATION OF MOUNTING 70 75 5'_3'. EXTRUSIONS INVOLVING A POSITIVE CONNECTION - I.e. ALL INSTALLATIONS WHICH DO NOT INCLUDE AN'H' OR'U° HEADER. BO 90 5'-1" 4'-11^ 3. WHERE THE °H" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 5'-0' (601) AND THE MAXIMUM ALLOWABLE PRESSURE 1� 4._p- 4'-� IS 55.47psf. 4. WHERE °U" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 4'•4' (52") AND THE MAXIMUM ALLOWABLE PRESSURE IS 110 120 3'-9" +78/-80 PSF. S. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR ANCHORAGE. TO LINE OF 08-TPS-0007 LEG AND/OR STUD DIRECTION MAY R REVERSED FOR INTERIOR MOUNT GLASS SEP. N 1/4-ZO x PER SCHED a 3/4• ¢ }—GLASS SEP. PER SCHM 1 I ALUMINUM OR GALVANIZED STEEL SPACER: • REQUIRED ONLY FOR EIFS ICF, OR � • OTHER MALLEABLE FINISHES. OPTIONAL FOR STUCCO, BRICK, OR �• -' r_; • _={:. I`., �• ``' -. O : •q }_ {; ;. V STUDS '• -� a AT EXISTING z 1/4-ZO ¢ OTHER RIGID FINISHES. OPTIONAL HETAL BONDED L�; •'I GLAZING D.C. MAX GLAZING I x 3/4• os 8 14 ADS WASHER MAY BE USED ON THE INNERSIDE OFTHE : ;: :r- ,�/� # m s'tti vJ 14 1 :•*: • •; 1/4" 17 ., - D� u AT 6• z� sn is D.C. n g PANEL W W. i MAX Pi O MAX n EMBED i HOST CONN M D u• a� ,, rI�0.� Q ¢U '�j m W o TYPE CS SIRUCT EDG ANCHOR PER __ yyI II •• y FLIT) ' ANCHOR SCHED CONN TYPE Cl• _ ANCHORS PER ANCHOR W 3�3 k SS HOST STRUCTURE ANCHOR PER ANCHOR SCHED SCHEDULE N Lo MOUNTING SECTION 2 MOUNTING SECTION EXISTING 8Q� O B ` 3• = 1•-0• VERT SECTION4 3• 0 V-0• VERT SEC ION MST STRUCTURE Ln ZZ4ZJ y N EXISTING HOST STRUCTURE EXISTING WALLFINISH (STUCCO,• S O n w¢ > BRICK, ICF, EIFS, ETC) S ii Qa � z E! pcsw v F. ANY ANCHOR FROM ANOIOR SCHEDULE, ANCHORS SPACED @ 69 D.C- MAX. EXISTING HOST STRU RE CONN TYPE C1: ANCHOR PER f9Q5.TNG GLAZING F .� •Z O p Q• ANCHOR SCHED GLASS IN z ¢ ' . s.:. • - 18 PERSCHEDULE v A g o _r 1 EMBED J NOTE: SHUTTER SYSTEM MAY BE ANCHORED THROUGN D 2 a 16 17 ? zd EXTERIOR WALL FINISH TO HOST STRUCTURE WITH ANY MOUNTNG :DNDITION.SHOWN ' :7 c+ L 2 �® HEREIN. ri s GGLLAZZIING 3�• NIIIR Qo }- 6EPAR EXISTING 19 3ia g" MOUNTING SECTION THRU �7 NOTE: GLAZING STUDS a EXTERIOR WALL FINISH MAXIMUM SPAN AND PRESSURE FOR •U' HEADERS: GLASS SEPAR I - GLASS -} o 5 BRICK, ICF, EIFS, ETC.) SPAN, +7 DE 52'MAXPANEL SPAN +78 -BO PSF MAX DESIGN PRESSURE {� MAX I N.T.S. � �^ q, VERT SECTION MOUNTING SECTION 4 MOUNTING SECTION � 4 N.T.S. VERT SECTION cE N.T.S. VERT SECTION tl l 08-TPS-0007 Sm0' mum t_,, 4 ANCHOR SCHEDULE 2" MIN EDGE DISTANCE rnG ANCHOR LOAD (��CON Spans U�4-0-1 Spans CONN Up TYPE To 6'-0" Spans CONNTYPE Up To 7'•6"r 1/4" TAPCON (ELCO OR 42 13 C2 ' 13.0E 13,0' 13.0 CS 13.0E C1 13.0" C2 13.0" C3 13.0" C4 13.0" CS 13,0° Cl 13,0E C2 13.11" C3 13,d' I C4 13.0E CS 13.0' ITW) WITH 1-3/4" EMBED (3192ps1 MIN CONC) 53 13.0" 13.0E 13.0" 13.0E 13.0" 13.0E 13,0 13,0E 13.d' 13.0E 13.0E 13.d' 13.0E 13.0E 23.0E 13.0E 13.D" 13,0E 13A" 13.0° 13.0' 13.0E 13.d' 13.0E 13.0E 13,0E 13.0E 13.0" 13,0" 13.0" 55 13.0" 13.0"tt33 3.0" 13.0" LID" 13.0E 13.0E 13.0E 13,0' 13,0E 9.8E 30.3E 13.0E 11.6° " 9,8E 13.0° 11.6E 13.0E 9.8E 10.3E 13.0E i1.6" 13.0E 9.B" 10.3E 13.0E 11.6E 14 ELCO PAN ATE 1-3/4" MIN EMBED (3350ps1 MIN 4 47 13. 13.0" 13.0" 13.0" 3,0E 3.0E 13.0' 13.0E 13,0E 13.0E 13,0E 13.d' 13.0 13,0E 3.0' 13.0" 13.0E 13.0E 13.0 13,0E 13.0 13.0E 13.0E 13.a 13.0° 13,0E 13.0E CONC) 53 65 13.0E 13.0E 13,0E 13.0E 3.0E 3.0E 13.0E 13.0E 13.0E 13,0E 13.0E 13.0E 13,0E 13.0E 13.0E 13.0E 13.0" 13.0• * 120 13.0E 13.0E 3.0" 13.0E 13.0. 13.0E 13,0E 13.0E 13,0E 13.0E 13.0E 13.0E 13.0E 13,d 13.0E 73.01 13.0" 13.0` 13.0" 13.0E 13.0E 13.0E 13.d' 13.0E 13.d' zo 1/¢2D ALL POINTS SOLID W1TH 7/8' MIN EMBED 42 47 13.0E 13.0E 13.0E 13.0E 3.0E 3.U" 13.d' 13.0" 13.0E 1331" 13.0E 13.0E 13.0E 13.0E 13.0E 13.D" 13.0E 13.0' 13.0E 13.0E L3.0" 13,0E E13,' 13.0E 13.0°SET MIN CONC) 53 13.0E130'13.0 13.0" 13.0E 13.0E 130" 13.D" 13.0" 13.0' 13.0' 13.0E 13,0E 13.0E 13.0E 13.d'(3000PS1 13.0E ry1tW a� 65 13,0' 13,0E 13.0E 13.0E 13.0E 13.0E 13.0E 13.0E 13.0E 13.d' L3.0' 13.0E 13.0E 13.D" 13.0E 120 13.0E 13.0E 13.0E 13.0E 13.0" 13.d' 13.0E 13.0E 13.0" 13.0E 13.0E 13.0° 13.0E 13.0" 13.0° 1/¢20 POWERS CALK -IN WITH 7/8" MIN EMBED 42 47 13.0E 13.0E 13,0' 13.0" 13.0" 13.0E 13.0" 13.0E 13.0E M" 13.0E 13.0" 13.0E 13.0" 13.0E 13.0E 13.0E 13.0" 13.0E 13.0E 13.0E 13.01 13.0` 13.0E 13.0E 13.D" iZ9" 11.5' 12.9• (2000ps1 MIN ODNCy 53 13.0E 13.0E 13,0E 13.0` 13.0E 13A" 13.d' 13.0E 1Z8" SZB" 13.0E 13.0E 13.0E 10.2E ITS 10.2E 65 13.0E l3.0" 13.0E 13.0" 13.0" 13V 13,0E 13,0E 1D.4" 10.4E 13.0E 13.0E 3.0E 8.8E B.8° 120 13.0E 13.0E 13.D" 8.8E B.8" 13.0E 13.0E 13.0E 8.8E B,B" 13.0E 13.0° 13,0E B,B" B.8" 1/4" TAPCON (ELCO OR ITW) WITH 1-1/4" EMBED 42 47 13.0E 13.0E 13.0E 13.0E 13.0E 13.0E 13.0` 13.0E 13.0" 13.0E 9.8" 8.7E 9.8" 8.7° 9.8' B.7" 9.8' B.T' 9.8" 8.7E 7,8" 7.0E 7,8E 6.3E 7.8" 7.0E 7.8E 7.0E 7.8• 7.0E ' 53 11.6E 11.6E 11.6E 11.6E 11:6• 7.7E 7.7E 7.7" 7.7E 7,7E 6.T' '4.8" 5.7E 6,2E S.B" 65 120 9,5E 5.3E 9.5E 3.6E 9.5E 3.8E 9.5E 5.3E 9.S' 43" 6.3E 5.3E 5,0E 3.6E 6.1E 3.8E 6.3" 5.3" 6.0E 4.3" 5.3E 5.3E 3.6E 3 -' 3.8" 3.8" 5.3E 5.3E 4.3E 1/4" ELCO PNEUMTE FEMALE MALE OR PLUS) / 1-1/4' MIN �10ED 42 47 13.0E 13.0E 13.0" 13,0E 13.0E 13.0E 13.0' 13.0E 13A" 13.0E 13.0E 11.7E 13.0E L1.T' 13.0E 11.7" 13.0" 11.7E 13.0" 11.7E 10.5" 9.4E 10.5E 8.4E 10.S' 9.4" lO.S' 9A" 4.3" S05" 9.4' 53 13.0" 13.0E 13.0E 13.0E 13.0E 10.4E 10.4E 10.4E 10.4E 10.4" 8.3" 6.4E 7.7E 03" 7.B' m 65 7-1IZ7" 1Z7" 12.7E 12.7" B.5" 6.7E 8.2E 8.5' 8.1" 7,2" 4.8E S.1" 7.2" 5,7" 3 1/4-20 ALL POINTS SOLID- 120 42 7.z" 13.0E 4.8E 13.0E 5.1E 13.d' 7.z" 13.0E s.7, 13.0. 7.2E 13.0' 4.8E 13.0' 5.L• 13.0E 7,2E 13.0' 5.7E 13.0E 7.2" 13.0E 4.8E 13,0E 5.1" 13.0" 7,2E 13.0E 5.7E 13.D" SET WITH 7/8• MW EMBED 47 L3.0" 13,0E 13.0" 13.0E 13.0. 13.0E 13.0E 13.0E 13.0E 13.0E 13.0" 13.0E 13.0" 13.0E 13.0" _ 53 fi5 13.0E 13.0E 13.d' 13.0E 13,0E 13.0E 13.0" 13.0E 132 13.0E 13.0E 13.0E 13.0E 13.0E 13.0" 13.0E 13.0E 13.0E 13.0E 13.0E 13.0 13.0E 13.0E 13.0" 13.0E 13.0E 12.6E 13.0E 13.0E 13.W 1/4-20 -POWERSCALK-IN 120 42 13.0E 13,0" 12,6" 13.0" 13.0E 13.d' 13.0E 13.0" 13.0' 13.D" 13.0E 13.0' 12.6E 13.0E L3.0" 13.0E L3.0" 13.0E 13.0E 13.0E 13.V 12E 12.6E 13.0E 13.0" 13.0" 13.0" 11.9' 13.0` 11.91 WITH 7!8 i MIN EMBED 47 13.0E 13.0E 13.0E 13.0E 13�0" 13.0E 13.0E 13.0E 13.D" 13.0E 120E 10.8E 1Z0" 30.6E 10.6E 53 65 L3.0" 13.0E 13.0E 13.0E 13.0E 13.0E 13.0E 13.0E 13.0E 19.0E 13.0E 10.8E 13.0E B.6" 13,0E 10.5E 11.8E 9,6E 11.8E 9.6E 10.6E 9.2E B,2" 6.2E 9.B" 6.5E7.3E 9,4E 9.4E 120 9.2E 6.2E 6.5' 8.1E 7.3E 9.2E 6.2E 6.5E 8.1E 7,3E 9.2E 6.2E 6.5E 8.1E 7.3E 3 4 W DIST ANCHOR LOAD (Psi Spans CONNTYPE Up To W-0" Spans Up To 6"-0" CONN TYPE Spans CONN Up To 7'-6" TYPE = 1/4" TAPCON (ELCO OR 42 C1 13.0E C2 13.0" C3 IC4 I CS 13.0E 13.0" 13.0E C1 C2 I C3 I C4 CS 10.1E 10,1E 10.1' 10.1E 10.1° CI 2.1 C2 I 8,1 Ci I C4 8.1E B.1' CS B.1' 1TYY) OR S14 WORD 47 13.0E 13.0E 13.0E 13.0E 13.d' 9.1E 9,1E 9,1E 9.1E 9,1E 7.3E 6.5E 7,3E 7.3E 7,3E SCREW W/ 1-1/2" EMBED 53 12.1E 1Z1" 12.1E 1Z1" 12.1E 8.0E 8.0E 8.0E B.0" 8.0E 6.4E 5.0E d.0" 6.4E 6.0• 65 9.8E 9.8" 9.8" 9.8E 9.8E 5.6" 5,2E 6.3E 6.6E 6.3E 5.5E 3,7° 3.9E S.S' 4.4' 120 5.5E 3.1' 3.9E 5.5E 4.4E S.S' 3.T' 3.9E 5.5' 4.4E 5.5E 3.7E 3.9" S-S' 4A" (1/4• ELCO PANELMATE WFF% 1-7I%�" MIN ALE ORPLUS) 42 47 L3.W' 13.0E 13.0' 13,0E 13.0 13.d 13.0E 13.0E 13.0E 13.0E 13.0E 13,D" 13.0' 13.0E 13.0" 13.0. 13,0E 13,0E 13.0E 13.0E 13.0" 13.0E 13.0E 13.0' 13.0E 13.0' 13.0E 13.0E 13.d' 53 13.0E 13.0" 13.0E 13.0E 13 0' 13.0E 13.0E 13.0E 13,0E 13.0E 13,0E 13.0E 13.0E 13.0" 13.0E 13.0" 65 13.0" 13,0" 13.0" 13.0E 13.0E 13,0E 13.0" 13.0E 13A" I3.0" 13.0E 13.0E 13.0E 13.0' 1- Oo 1/ j d04TW 5l2N-�7FIRF/AIRD 120 42 47 13.0E 13.0E 12,0" 13,0E 13.0" 12.O" 13.0E 13.0E 13.0E 13.0" 13.0" 13&' 1Z0" 13.0E 13.0E 13.0E 13.0E 13,0E 8.9" B.91 8.9E 5.9" 8.9" 13.0E 7,2E 13.0E 7.2" 13.0E 13.0° 7.2" 7.2E 13.0° 7.2E �^ THREAD --NE� 53 10.6E 10.6E 12.0' IZO" .6" 10.6" B.0" B4O" Fo-" BA" S.0" 7.1E 7.1E 7.1E 7.1E 7,1E 6.4E 5.7E 5.7E 4.4" 6.4E 6.4E 5.3" 5.7E 6.4E 5.3E 65 8.7E B.7" 7E 8.7E 5.8E 4.6E S.fi" 5.8^ 5.5• 4.9E 33" 3.5E 4.9E 3.9E 7/16• WOOD BUSHING W/ 120 42 4.9" 13.0E 3.3E 13.0E 9E A" 3.9E 13,d' 4.9E 13.0E 373E 13,0E 3. " 13.0E 4.9E 13.0E 3.9E 130E .9" 130E 3.3E 13.0E 13.0'13.0" 3.5E 4.9E 3.9E 13.0' 1/4-0D 4713.0E 13.0 13.0E 13.O" 13.S"-i-g-- d' 0" 13,0E 13.0E 13.0" L3.0" 13.0E 13.0E13.0E 13.0E 13.0E 13.0" 13.0E 10E 13.0" 13.d'10.8" 1Z9" 13.0E 130E 13.0'53 13.0E 13.0E 13.0E .0E 13.0E 13.0E 11.3E 13.0E 13.0E 13,0. 12.1E 8.1E B.fi" 1Z1" 9.6E 12012,1E 8.1" 1E 9.6' 12.1E 8.1E B.6" 12.1E 9.6E 12.1E 8.1E 8.6E 112.1"1 9.6E MINIMUM GLASS SEPARATION SCHEDULE MINIMUM SEPARATION MINIMUM SPAN ATOP BELOW SEPARATION POSITIVE ES LESS • 30' ABOVE AT ELEV > 30' LOAD THAN GRADE ABOVE GRADE 4'-0" 4.13" 1.30" 32 5'-0" 4.13" 1.74E 5.25' 3.79" 4.13" 1.38E 40 S'-0" 4.13" 1.93E 6'-6'. S.2S' 3,59" 4'-0" 4.13E T43" 45 51-0" 4.13E 2,04E W-3" 5.25" 3A9" 4'-0" 4.13" 1.47" s0 S-0" 4.13" 2.16" 6'-0" 5.25E 3.40" 4'-0" 4.13E 1.57E 60 5'-0" 4.13" 239" W-S" 5.25' 3.26" 4'-0" 4.13" 1.66E 70 WAY, 4.13" 2.62E 5'-V' 1 5.25E 3.14' 120 3'-10" 4.13E I.g7" ANCHOR NOTES: I- IN TAPCONS MAY BE BY ITW OR By ELcd. -ELCO PANELMA ANCHORS MAY BE MALE,, FEMALE, OR ANE MATE PLUS, AS ILLLWRATEO. HEAD STYLE MAYBE STD 13/32- OR WASHERED 5L/8' HEX HEAD. 2. ENSURE MINIMUM 2' EDGE DISTANCE Fod ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4' 15 ACCEPTABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED W 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, DOSTING CONDITIONS MAY VARY. FIELD VERIFYTHATFASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INFO PLYWOOD, 6. WHERE ANCHORS FASTEN TO NARROW FACE OPSTUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NDMINAL 2x4 (MIN) WOOD STUD (i.e. 3/41 EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER DENSITY. 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED 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 1/2. ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK BOLT-) U.N.O. 9. * DESIGNATES REMOVABLE ANCHORS. PANIBSSHALL 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 OCTERIOR 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. 5ggI y�ewo3 Nte L NWT V ""Ok WN iu� w>> I IOUW p00 X ME6 z asF ma p N 0 0 94 0 K 08-TPS-0007 m Flc?rida-Bi-filding Code Online User Registration Q0 Product Approval USER: Public User Submit Surcharge Stats & Facts Publications Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL11968 New 2007 Approved Page 1 of 4 ==� •v a *kra .: .. ..... .. FBC Staff BCIS Site Map Links Search Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 1rodriguez@easternmetal.com Bill Feeley Irodriguez@easternmetal.com http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf7EcLXlecJxA3n2IVuWP04LvdJt%2f99RwA%3d%3d 6/9/2011 Fldrida Building Code Online Page 2 of 4 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 Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report - Hardcopy Received Walter A. Tillit, Jr. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received I t FL11968 RO COI Certificate of Independence 08-0521.01.PDF Standard ASTM E330 SSTD 12-99 Method 1 Option D 01/02/2009 01/09/2009 Year 2002 1999 http://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf7EcLXlecJxA3n2IVuWP04LvdJt%2f99RwA%3d%3d 6/9/2011 Florida FAidding Code Online Page 3 of 4 Date Pending FBC Approval Date Approved 01/16/2009 02/03/2009 Summary of Products FL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 08-145 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 RO II Drawing 08-145.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. FL11968 RO AE Product Evaluation Report 08-0521.03.PDF and 4'-0" for +125, -130 p.s.f. for sections 1,,3, 4, 6, 7, 8, Created by Independent Third Party: Yes 8A, 9 and 11. See sheet 10 of installation drawing number 08-.145 for other spans and pressures. 1. 1 1 11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawina Number 08-141 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 RO II Drawinq 08-141.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max. span is 12'-11" for +30, -30 FL11968 RO AE Product Evaluation Report 08-0521.01.PDF p.s.f. and 8'-2" for +75, -80 p.s.f. for mountings without "h" Created by Independent Third Party: Yes header. See sheet 5 of installation drawing number 08-141 for other spans and pressures. 111968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by j Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. ! HVHZ - Drawina Number 08-142 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 9'-8" for +30, -40 p.s.f. and 7'-2" for +70, -80 p.s.f. for panels mounted without "H" Installation Instructions FL11968 RO II Drawinq 08-142.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 RO AE Product Evaluation Report 08-052' Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf7EcLXlecJxA3n2IVuWP04LvdJt%2f99RwA%3d%3d 6/9/2011 •• +'� rnJ3 1H0001,J LVALUATION DOCUMENT (P.ED.) HIS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 10Q7 EDITION •OF THE FLOR104 BUILDING CODE. THIS STORM ANEL BE ALLED AT DESIGN WINDPLOADS SHALL LBE DETERMINEDASAS PER SEC170M 1509CITY UOF II,,ABOVE MEN.M'!ON£DOC £BFOR AOBASIC W1N0 SPEED WLI ACCORAS DUIRED By THE DANCE WIT, ASCE 7 05 SON WHERE 7ANDARO INORM ODPRTO VERIFY TMTINST OUMNEN7S AND ANCHORS ON ALIE0. AND FOR A I THUS P.£.DTY FACTOR xAS TESTED WERE NOT OVER STRESSED. A MX INCREASE IN ALLOWABLE STRESS F9 WIND LOADS WAS NOT, USED T THEIR ANALYSIS. T DIJRA77ON FACTOR CO-1.60 WAS USED FOR VERPX477ON OF FASTENERS IN WOOD. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WM SEC17ON 169.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS / 0121.01-98R, ,F OJ2901-00, 0525.01-00 AND V /OSIZ02-04, AS PER SSTO 12-99 STANDARD. 405120f-OJ AND 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-832 OR 3004-HJ4 ALLOY J. ALL ALUMINUM EXTRUSIONS S LL BE ALUMINUMASSOR770H 606J-T8 ALLOY & TEMP£.4 UNLESS OTHERWISE No 0. STORM PANEL COMPONENTS V-4 STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENOINC. 4. ALL SCREWS TO BE STAINLESS STEEL J04 OR Jl6 A151 SERIES O.R CORROSION RESISTANT COATED CARBON ST£fL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ASIM A-J07 GALVANIZED STEEL OR AS' 304 SERIES STAINLESS STEEL, WITH JS ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTH£RW75E NOTED) (A) 70 EXISTING POURED CONCRETE• - 1/4" 0 TAPOON ANCHORS AS MANUFACTURED BY I.T.W. BUiLDEX. - 1/4" 0 CF 7AP-GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRO-FAST CORPORATION. 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. 1/4" 0 1 7/8' CALK -IN ANCHORS OR ELCO male & female 'pANELMATE' AS MANUFACTURED BY POWER FASTENERS INC. AND ELCO FASTENING SYSTEMS LLC, RLSPECTIVfLY. 1/4" 0 x J/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SP£CRLTY COMPANY. NOTES: A 1) A41VIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 , FOR ZAMAC NAILIN ANCHORS IS 1 J/8 , FOR ELCO PANELMAIF ANCHORS IS 1 3/4' AND FOR CF TAP -GRIP ANCHORS 1S 1 1/4' A2) 7/6" C4LK-1N ANCHORS SHALL BE ENORELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT WW STUCCO SHALL 8E PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 112•LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR- WALLS WITH NO STUCCO. A.3) MINIMUM EMBEDMENT OF 1/410 1 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEOMEl4T INTO STUCCO SHAH BE PERMITTED. 1/4" 0-20 SS MACHNC SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, ANO 1' MINIMUM FOR WALLS WITH D STUCCO. A4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES -A I) & A2) ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. 1/4" I CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4" 0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS qVC. a -- 1/4" 0 x 7/8' C4LK-1N ANCHORS OR ELCO male & female 'pANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO FAS7E7WNO SYSTEMS LLC., RESPECINELY. - 1/4" 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. 1/4" 0 RED NERD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY LT. W. 1BUILDEX. r NOTES: IT 7) MINIMUM EMBEDMENT OF TAPoON, ELCO PANELMATE, AND CF TAP -GRIP ANCHORS INTO CONCRETE BLOCK UNIT SHALL 8E 7 1/4; 1,J/B' FOR ZAMAC AINLIN ANCHORS AND 1 1/8' FOR RED HEAD DYNABOLT SLEEVE ANCHORS 6.2) 7/6" CALK -IN ANCHORS SHALL BE ENTRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT WT0 51UCCO SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WIN NO STUCCO. B.J) MINIMUM EMBEDMENT OF 1/410 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS K77H NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE A$ INDICATED ON NOTES IN 8.1) AND B.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIIIGATONS OF THE ANCHOR S MANUFACTURER. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SfCDONS 1 TNRU 8 (SHEET 3 & 4 OF 9) EXCEPT THAT HEADERS J 4 & 5 SHALL NOT BE USED. 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. THIS SHUTTER SHALL ONLY BE ATTACHED 7O CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT V/ITH THE BUILDING TO PREVENT MNOIRAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINU:£R 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 INSTAUA71ON 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. COV57RUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (G) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROTECTS 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 RENEW. {e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL PREPARED IT. ENGINEER OF RECORD THAT 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY Vl516LE LOCA770M AT STORM PANEL IN ACCORDANCE WITH SEC710N 1714.B.J OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENMG. LABELING TO COMPLY W17H SEC77ON- 1714.&2 OF THE FLORIDA BUILDING CODE. F.B.C. (Non High Yeloclly Hurricane Zone) 02008 MIUM., INC. e r ' ` v O L T7 C . TILLIT TESTING & ENGINEERING COMPANY Ne. JlM S< Rw .705 4FLW ¢(� R ales roes.: fJo6Je11-Jzw . ra. r IwJ)en-Jur ES-0006719 WALTER A. WO Jr P.E. FIORIDl Lie. N767 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) L.D./R.E. 'AM 91 EASTERN METAL SUPPLY, INC 4266 WEST WADS DRIVE ' WEST PALM BE",, FL. J3407 PHONE.' (361)209-624J. FAX.- 561 41-1716 °'OAYE-� D8-14T LM4w/NC No d, wsroruv ae m-no t SHEET I OF 9 I4.813' (TOTAL WIDTH) --f2.eoD' (Cfr£CME WtO1N)� 1.500' i 7.500' 90 f.o' I.S00' ® AS AA4CAN( (I)P.) 1O FULL ALUMINUM PANEL Wr HEMMED EDGES . I I9' (MrAL Wo7N) 0' (Efr6 my WIN)-�i . IAOO•. rA. �--x. rzs•�Je9r-�2.1zs'-� .J71' g 'Y .O9J' R.123- Z000' 'OaO- O9 F- TRACK ANGLE © KEY HOLE WASHER J r0.6-Nfei - A.Vr Saar : J/1• - I' a a15' (WrAL WIDM) r-ao00• ((Fr£GDY£ 1.500• I.S00' t.500- 17 A9 AFPUC 6 r (4tN l�x.fl5'y (GAl HALF ALUMINUM PANEL W/ HEMMED EDGES O STORM PANEL p : I/,' - " S S SIUD /A£7ED m 750 AWW?Osmi S AME ON ECIKlHS. a000 -� L anw r aao0 T 10 STUDDED ANGLE MW-rs AM. AU" f SO": ye,. r © ,FTUDDED PLAT£ IPOI-rI A.O Q d L I e.000• Y f 1 2- x 5- (Max.) x .125" ANGLE J/a•-I- : J" Max. 'U' BUILD OUT save'",- I• .lea' ip . gg .lee' q R.062-� .09J' •090' 07 3/8 - B. 0. 7A J 4- B. 0. F- TRACK -F' TRACK n :m r I a6J� I . a7J• �.0 . OR .06 .09J' FT o W/ U£ rAsr ziNc NICKa PLAiEO W9M. NUT ® 'U- HEADER sav£ f .ve. - ,. .Je0' r90' Q n A. .... ci >; r.930' ® REVERSED 'F- ANGLE TRACK sour: s/6• - r• 12A ROUND HOLE AT PANEL 12 KEY HOLE AT PANEL (OPTION TO 12) r�r A...?p ,, F.B.C. (Non Hlgh Veloclly oneL.Zane) ?'ai+{Cote `' : lA o200e mrEco W. 0.050" BERTH AL#MN M STORM PANEL qurmRef EASTERN METAL SUPPLY, INC 0sarz�/6e •' 42M MW RMOS DR6£ �+ ~' •."' _ :' -.1 TCSrIN0 h ENGIN£CRING COMPANY _` . a .,� ays 41 M•Ax Ipsf�, M- 6ESr PALM WAM & M407 PHON(561)209-6J.A(561)e11-1716 1O4f 1 -rA MF1M +°• DRAMNG No-0OOe719 WALRFBA mLr,h.1PE. iLOMM Lie. I46 SH[0R8 wm TOP TRACK (SEE COMPONENTS SHEET IA OF 9) n nCONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE: 118' s 1, SECTION A —A SCALE; 1/8' = 1' BOTTOM TRACK I ! (SEE COMPONENTS, SHEET fA OF 9) F.B.C. (Hon High Vsloclly Hurricane Zone) 02m IXT=. °va 0.050" BERTHA ALUMINUM STORM PANEL t.G./Rx.. (2.25" DEEP) Olusw 6r p /► EASTERN METAL SUPPLY, INC °'a' E°° I E C O 1 N C. 4266 W£sr Rows GRIIT - PA[M firACN, n- - PHONE'(°50"-RM FAIL- (SBfJ6 1-1716 .SnyN}}..G, Q ENGINEER1G6VtGG�(LNIC.��OMPANY !� (JayN -lSlO. (.!0lJlrl-19nJ �/� 08-141 DRAWING Na w+c w RK Ee-0006778 WALMR A. RLur Jr. p.p.a° af-tn $MEET 2 Or 9 ,LoR'OA (.K_/ 4#167 TAPCOFIS; }MNC NW/µ R!'D NTi rA1C0//5, ZAIIAL' NAARL FED NF.10 Orµ16DLTECO , LK pPStep, uu OR onweoU, A cw-caw, dur-a• OR ANCHORS fL ALe P T[ rAttvxs ALL POMT SOLO-SE7, O Cont. EicO DAL&O lnutE IUNDAna 8 7ALLAC ILAM RFD 81 111NNOLy A h (sEr scNLDveE FOR AClNN)T&OUP-1xw, rover-m err !sr scwEDvice ma sPAem+c) - EE?LNALE PANLLA W PWR£O I —POURED REOLIIRED POURED dCONCRETE 7QQ REWIRED R£OURED I 1 • MINIMUM S IRoN To -- 1 I • utl.'%Uu I h 1' MINIMUM SEPARAnaN TO SEPARAn TO I !Wy CLASS GLASS �!• I-20 R Jl!' I _ LTS W/ 7/B K G� J/J2- RTAC PANTO T ( O BOLTS 12' O. G NU! O POURED d I L1 I CONCRETE W Q POUREDOR CONCRETE 'aI o CRETE ki BLOCK WALL 8 I OR CONCRETE POUR REOUBT£D REOOUNEDL OR NCRE/E 1 7 Cont. BL WALL 1 rAAKNS• AeL FCNr sqD-SET, y�,t RE /RED J 6 Conf. ZALgC NARK, RED /4fAD Di7ABOLE DOLVOLr, L'F TAP-CIL . G1fX-N OR gg GPLWNS HACK AEB NTAD Li' TAP�.RIP, GYK-R! 0. RCO LULE/ PEWLE PAW IU41E 'C c/1NKCT, UP-f.RA? CALK-W OR Eltb lNLe7FEM(ALE PANLL.W2 1 C—L ANC1gRS LiCD /EALAlE /il•RLLlA]E ANGKWS (SEE 5t7IFOLRE :'M SPALYED) (FEE SQEWLE FOR SPACM) AK'MR7S (SFF SLTdD FOR WACM) sEcnaN ®ANCHOR WALL MOUNTING INSTALLATION UILD OUT INSTALLATION SECTION 2 SCALE : JIB• _ , SE 3 srAt.E • r J/J2' VC NUT Ci SEPARADON TO- 0 1 I48 2" O. C. I CLASS 1 E. D. (DOE H I (SEE SCHEDULE E IF FINISHED MALL SHEETS 6 h 7 Of 9) 1 (W/ STUCCO) I ` W f ' 1/!• /-20 R J�!' NOTE FOR COMBINATION OF SECTIONS CONCRETE I s/J2• WW7NO NUT O W POURED I W 12' O G AWFLOO)j/CEIUNG MOUNTING SECTIONS CAW 8E CONCRETE R CONRETE I COMBWfO W ANY WAY TO SUIT ANY INSTALLATION. OR CONCRETE BLOCK WALL BLOCK WALL REQUIREDREWIRED (I 0 CON- YAPLDN ZAWC NW/ RFD MAO-/ I p `�`v. �b`..�-=.�•! DYW LT, OF WA 4a iP. GYX-N O4 •! tom• , r' p i FLLD Amel fr"ur PAI'HLWfE C-t -��, S•:.. i [�,� SECTION ® STUD (SEE 504MC FOR FPADI.0) �• `o <<��t�`5��, A'/�`� j WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ; ,v; t 2-= 4 ,Qzt� v< SECTION 1 SCALE : J/B• I• SECTION 2A scALE : J/B' NOTE . _ C mur rl :DETAIL OF SEC/70N O STUD YALK1 ALSO fOR l - �: J - WALL AfOUNRNI INSTALFA710N - SECDDN 2 (TOP) Dn r. fF TAP-CW. C"-AV OR \ EzcoMALE/ FEINLE PANLLWrr Conf• (SEES SCWMV FOR WACM.) I Co, rF_—POUREDCONCRETE REQUIRED q I r SEPA9AMV 1 l0 CLAW 1 7/B2r OJ/C2'WINO NUT I T 1 4 d ®C-(. POUREDCONCRETE W 11 OR 001� BLOCK WALL REQUIRED t i/!• I-2D M. S g W/ NUT O 12'e a nip-d a cvx-ar av 11 Cont. E 2Z.W [7 rEMNE PANELMOE (SLE' SCIMIE FOR .SPACW) BUILD OUT INSTALLATION SECTION 4 m E: J/R• _ f• F.B.C. (Non Hlgh Voloclly Hurricane Zone) 02008 mr(CO, Na 0.050" BERM4 ALUMINUM STORM PANEL L.D./R.E. (2.25" DEEP) CPA" BY: L E C 0.... EASTERN METAL SUPPLY, INC 426a WE6T ROADS BRNE 57rNC Q ENOrN£ERlHO COMPANY %/. R.1'sr. •ma imnRA n .vfa+ (JWp f WEST PAW BEACH, FL M407 PHONE: (361)209-DIBJ, FAr: (581�lI-171B 08-141 ES-OO . f (Jo! TI-ILTI £8-0006710 AA ✓• RAav14 Yn' ArK AY ORARINC No WALM? A. Ilur Jr. P.E FLORNLA U.. /_Alf67 + aro m-+m SHEC7 J OF 9 TAJAPCiONS ZAKAC AN 7MpOri CtEK-fM Qy. RGD rAP-fRo? GIX- 10 C-t. C[IWIi PMYlW)E AM`iWaS UPOCI vC4LM WINE �M�S,7 7/8% HIND Nor ON[Y Ott COftALf/ FrIM[£ (SEE SCMDUE FAR YALAIC) C. D. FMNFU O ANCNARS 1/�' I-20 S. S. IAACHINE (SEE SCREW" FOR SPA D. £ D APPLICABLE AT �Ktt. C)£ _ R 0 f2 WD Al WASHER MALE PANff.WfF(n'.�•) v� ELCO UAIN, ALL 1441CPOhNNELMASET OR _ L' Mn, POURm CONCRETE I I POURED CONCRETE I �—E, I I [LCO uALE/FEM<tE PANE[AL17E ANC S o REYNRREa I I REOUIREO 1 • ' I III (SEE SCHEOULE FOR SPACING) • m POURED CONCRETE _ REOUIR£D � p I gg RED I EdI iI o ALTERNATE o CONfYLEFF LEG LoulrLw I OR CONCRETE I 5 I 9 Cont. I BRED L Conf. I 5 Cont. I � I 7' MWAR/M I I f<• I-2O x J�4• I I 1 0 SEPA2ERON TO I N I' u/NNNx I J%CJr wiNc NNOT o Gt455 i SEPAL 70 I T I M 12' Q C. I Cz7 1' xNOtUx I Iy� I I Iv t' Almu I GLASS I I 7{ SEP ��N R7 I �i I � I d I d 1/*• I -so 8CLIS C NUi rO I I c ALTERNATE !YJ p•C. I <£G LOCATION g Cont /-20 I NUT r J/Jr wrNc I Bays w/ 71 I i NUT O f2' 0. C. J/J2• W1'a Nur o 0 coot I 12' O. C. I CONCRETE OR N W •f-- i OR CONCRETE CAN M1E •- - B CenL I REO(ARED I REWIRED I' 1' MIn. I' sr. .� POURED OCA1097E I 1.000 -W ALL PaNFS SOLID -SET OR- TAPOONS, 7AA NAlIA I7LD HU(� 1/4' I-20 S S MACHINE MUM I I RE02.9+fPol�D�RE7E t• I I /•--L =EUUgFP ANELMA1E ANCHORS CALK-DINAIS (Ot001' OIdY), EM LIP -CAS. BOLT w . NlJl d WASHER WACOAS. CALK-4y OR LLOO TAPCOMj CAEN-N OR ftc0 Wt£� SPACING) PAWL OR Z% fO4tE FSLRAWIF AM^A.pRS E D. FYAFLIAA:E A FE11IAl£ O 12' 0. C• (SEC SC,RGI.4I IT E SPACR.D FEAME PAMMYr ANCRORS E. A ME SadV- E FOR SPAaW) 1 1 Cone ) (SIT SCHEDULE MR SPACM) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLAT/ N (D. M.) SECTION 5 SCALE: J/B• _ ,• INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION SCALE : 3/8' - I' SCALE : J/e' F' SCALE : J, • SCREWS USED Al ANCHORS ANY BE 1/< I-20 SIDE 1' MINIMUM1 , , WALK BOLT W/ ®04 T/4I-20 TRUSS HERO ear TD I /Q3 w • SIDE WALK BOLTS ARE J/t 01J/J27WCK HEAD U40ME SCREW W/ LENGTH AS PER HOLES A2 1/4• 0-20 r J 4 6 A- EDGE DISTANCE & 8.2 (SHEET I). g Cont. BOLTS µWfi/Nr 7/B• (SEE SCHEDUIE ON IZ O. C c Nur o SHEET B & 7 OF s) TRUSS l:IS APE.1�I+p8 H elfi(S21 r.ao0 I I FOOD I I I NOTE FOR COMBINA1701V OF' SECTIONS 7i�� C&EN-N aR EICO WALL/FLOOR/CEILING MOUNTING SEC77dV5 GW BE +CIE/ (� CA� Fm E. O. COMBINED IN ANY WAY TO SUET ANY 1NSTALlA110N. '_-b��•o�+ ae t e �,?_,• E.B.C. (Non Nigh Velocl!y Hu one Zone) POURED CONCRETE 02M MaLO• &C• 0.050 BERTHA ALUMINUM STORM PANEL L o./R.c REDL4RED a.. •t (2.25' DEEP) DRAIN 6Y.• FLOOR MOUNTING INSTALLATION zf t ter• D5/„/„ +. . • % EASTERN METAL SUPPLY, INC D.rr. SECTION 5A SCALE: J/B. r. _': .�:.': _ G= L E C. tNc. 4268ws S o wl TILLIT TESUNG & ENGIN£ERINO COMPANY �, �=�-.�`-•-.��`�.�' 6T55 MK MA F.. SY J6{ RE4'MM GNKNS. n LI44 PNON£: (S61)209-629 FAX: (361)641-1716 08-141 r N1w: (JOSJeT,-131n. {A.: nWSTI-1671 r� O,rtred1 ORAWNG No WALTER A .1,1 .M P.E. , aD m-YA ' Al • `� FLORIDA Lie. _.4767 < SNCE7 4 OT 9 POURED CONCRETE II OR VARIES J• I CONCRETE BLOCK WALL REQUIRED \ Mox. e IA I 7 POURED CONCRETE / BZaK 1 ALLLIVED K CONCRETE WALL REOURED CONCRETE r-2.500" LGn. --1 ANCHORS CONCRETE AN 6 N YARlES 3' RE0II/R£O ALWAYS _ Q — 9d C Ak OR ®ORO T.— Liz \ N OR 2' x 4' x .ITS' 2 Mom. \ T" x 1' x .D LOCATION JIOS-H71 OR 6081-T6 ALCpY \ g TO 2• x 5'Con(. Alum. ANGLE C �' Cont. Afum. J 1/4' BOLr 4' x 4' x .072' BENT PLATE O 24' O. C. JI05-NI4 OR SOW-T6 ALLOY _CASE A (Plan) W1,MCKNUT C-L Al— ANGLE SCALE 114' _ ," SASE B (P/an_CASE C (Plana SCALE.• 114' - I" SCALE'.• 114' - 1' _END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING "W" (js AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED � TE Go,T SCHEDULE FOR A GIVEN PANEL SYSTEM BLACK WALL (OPEN POSMON +) R£OURED . . M4MU M DESIGN PRESSURE RATrNG W (P-s.T.) Mu. PANEL LEM07H L (ft.) MOUNRNC W/ 7r' HEADER !�J ITOUMWG W/ h' HE10ER QJ WALC NWNR�G W/© COMPONENT fI Q +JO.01 -30.0 12'-11 " i2'-71 ' 12'-1 1 " +30.0, -35.0 12'_ } } • 12'_ 11 12"-! i' +35.0. -40.0 12'-0" 12'-O" 12'-0" +40.0, -45.0 1I'-2" 11'-2 ' li'-2• 4-45.0. -50.0 }p'_7 10'-4- 10'-7' +50.0, -55.0 !p'_p• g'_r4• 10'-0" +55.0, -60.0 91_7' g._7" +60.0, -65.0 9'_2• 7•_g- 9•-2' +65.0. -70.0 8•-g• 7 - +70.0. -7..0 8'-6" 6'-8' 8•-6• +75.0. -80.0 e'_2• 8'_3• 8'-2' NO MINIMUM PANEL L£NC7H IS 3'-O`. TAPCON ANMORSISPACI-) ALL POINT SOTLD- (SEE SCNEDULf N+ NOTE SNAP CAP 6� TO R&WN CLOSED AT Ni�A}HURRICANE CONDIRCNSC I x � i" MLvrMDM I _ I I- Mum I TO CLASS 10 S I I 7C5� CONT. I o I CONCH GGf1CRE7E / 3 I REOUM ORR'EcT— x£TE Bioa1 / - SECTION ® STUD WALL REOU07E0 TYP. TOP/BOTTOM TAPCON ANCHORS OR ALL POINT SOLID —SET CONT. (SEE SCHEDULE FOR SPACING) (OPEN POSITION +) WALL MOUNTING INSTALLA;.. SECTION 9 �:= c ` (= ° t f SCALE : 318' I" ��;'!e°t�\ Q• - L ` 7/6• x J/J2" LWNG NU7 O V. STUD POUR OURED CONCRETE OR CONGI BLOC WALL MUM POSITON +) 02MB MTLCO, RIG IILIECO.N.. .STING & ENGINEERING COL aoa u sr., .fai laves G.aaz 1 POURED CONCRETE CONCRETE BLOCK WALL REQUIRED 2" x J' x .09J' J105 H-14 OR B ALLOY Cont. At.ANGLE NTH ANCHORS NcxoRs o rz• O. a vA\\\ CASE D (Plan) SCALE • 114" - I" CASE E (Plan) r SC4LE.I/4' - I' F.B.C. (Non High Velocity Hurricane Zone) )50" 8£RTHA ALUMINUM STORM PANEL 1.0./R.c (2.25' DEEP) DRAWN M' EASTERN METAL SUPPLY, INC °'wl�°' 4268 WEST R0105 vmw 03— 141 Dl�wldG NO WEST PAW BECK 71. J3407 PHONE.' (561)200-826.1X FA(561)841-1716 muv l vwnm qR sx(er s or 9 INS SCHEOYRf MQCAfES REOL7RE0 AKHOR SPADIV Fqp A (Y194 DESIC+I R AMYPPAWL DISWAWrSEGU Ec/ SHEET 4 or R MAXIMUM DESIGN PRESSURE RATING "W" (a s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES 4 E. D. a EDGE OLSIANCE "mumAPPLKABLf SGN LOAD W (p•s•L) ALAMMIIM ANCHORS SPACING MR E. 0. - J IA- •• TO SECTIONS / & ANY COMBiNA OF THEM ANATARAI PANEL LENGTH 2' ((I.) TAPCONS RE� DYNtOd_T 'AL"' SOL1O-SE7 PANLTMATES Cr TAP -GRIP . TO CYNGRLIE ro NASOHRr TO CY?www TO YASONRr TO Covah E TO Y45TYWr to TO TO YASLWRr to CONCRETE AUSDRRr to GONCRLTE to A(ASMWr 72• _ f2•++ _ 12' - - - 12' - 1?• - 1 (Top) 12' 10" 12'+ 11' 12' B' 12' 12` 12' 12• 12" toi/2• I. 9+(007TON) 12' - f2'+ - 12' 12' 12' 42- 12" - 12" - 2. 9+(TOP) 12' to- 12" 12• 12' 8' - - 12' I1' 12` 10 1/2• 2 (BOTTOM) 12• 10' 12•++ 12' 12- B• _ _ 12' 12• 12- 10 1/2' 2A (BOTTOM) +JSO, -40.o 12• - I2'+; - 72" - _ _ 12, - 12' - J dY 4 (TOP) 8'-O' 0R 12' !O' 12'++ f7• 12' B• _ _ r2- 12, 12• 10 1/2' J (BOTTOM) OR LESS 12• 10' 12'+ 12' 12' 8' - - 12' 1?• 12- 10 1/2• 4 (BOTTOM) LESS - 12•++ _ 12' - - - 1T' - 12• - 5 (Top) /0• 12'+ I2' rz' B. - - #• 12' 12• !O 1/2' s (BOTTOAf) 6 (TOP) ]12' it, _ _ _ 12' _ _ _ 5A BOTIom 7 OP _ _ - 12' - - _ }2• _ _ _ 7 (BOTTOM) 12• g• 12" I2' I2• }T' - - (TOP/BOTTOM)-1?' + 12 ---12' - 12'(TOP) B' 12'++ 12, 12' 6' 12• 1?'12' 12' 12' 8 1/2`I. 9TlmorrOM) - 12 + I2' 12' I2' 12" 12 12 - 12' - ?, 9}(70p) 12` 8• f7'++ 12• 12' 6' _ _ 12' 12" 12- 8 1/2' 2 (BOTTOM) 12' 8' 11•+ 12' 12' 6• _ _ 12- 12' 12' 8 I/2" 2A (BOTTOM) +J5.0, -40.0 /2' - 12'++ - 12' _ _ _ 12' - 12' - J & 1 (70P) .GR 12• B' 12'+ 12' 12' 6' - - 12' 12' 11' •i B I/2" J (BOTTOM) )8'-0' LESS 12' 8' 12'+ 12' 12' 6' - - 12' !?• 11' 8 1/2" 4 (BOTTOM) TO 12' _ 12•++ _ 12' - - - I2' - 12' - 5 (TOP) 10'-0' 12' 8' 12'++ 12` 12' 6' - - 12' 12• 12• 8 1/2 5 (BOTTOM) 12' _ _ _ 72' _ _ _ 12' _ _ _ 6 (Top) ICI' _ _ _ 1o• _ _ _ 17' _ _ _ 6 (BORON) 9• _ 12• _ _ _ SA BOTTOM7 OP12'. Eiit _ _ _ 7 (BOTTOM) ' 6' 12' 12 - - B (10P/BOTTOM) AMIMLAW ESIGN LOAD W (p.a.7.) Al4XIMUM ANCHORS SPACING FOR E. D. - J 1/2' •• APPUGIBLE TO SECTIONS / h coYBJNA7d0 1NAIWAI PAXTL LENGTH WCONS Z4U4C RED HD. DYIIABO.T C LK—IN SOLID —SET PANELMAIES CF TAP-0RP ro CONC/t£fE ro MASUYRf ro GO&tRETE ro MASONRY ro CPW+£R ro ARSON1r ro CTLACRE7E ro NASLMePY 10 ODRCR[TE ro RASOM ro COAYYtE7E ro AI4"wr Of THEM 'L' (IL) 12' - 12' - 12' _ _ _ /2' - to' - r (top) 12' 6' 12'+ IV 12' 5• I2' 72• 12' 12' /1 //2' 6 1/2- 1. 9+(BOTTOM) 12' 6' 11'+ - 12" 12• 12' 12' 12' - 11 1/2- _ 2. 9+(TOP) 12' 6' 17'+ 11' JZ' S' - - 12' 12' I1 1/2. 6 1/2' 2 (607T0M) 12' 6' 12'+ 12- 12" S' - - 12' 12' 11 1/2. 6 1/2' 2A (BOTTOM)_ +350, -40.0 12' - 12•++ - 12' _ _ _ 12' _ 11 1/2" - J & 4 (TOP) OR 11• 6' 12'+ }?• 12' S' - - 72' 12• 11 1/2" 6 i/T' J (BOTTOM) 10'-0' LESS 12' 6' 12' 12' 12, 5' - - 12' 12• It 1/2' 6 1/2' 4 (BOTTOM) TO 12' - 12'++ - 12 - - _ 17• - 11 V2• - 5 (Top) !I -!1• 12' 6" I2'+ 12' 12' S' - - 12, 12' 11 1/2" 6 1/2' 5 (BOTTOM) 1o' - - - TO' - _ _ 12' _ _ _ 6 (TOP) g• _ _ _ g• _ _ _ 1}' _ _ _ 6 (BOTTOM) 7 _ 7• _ _ _ 9 1/2' _ _ _ SA7 BOTTOM 7 7 - - - - 12' - Tz' TT' lT 11• - - B (ToP/BOTroM) + ONLY TAPCON ANCHORS OR ALL POINT SOUD-SET ALLOWED FOR MOUNTING SECRON 9. ++ ANCHORS SPACING ONLY VAUD FOR ZAU4C KYUN. • SEE SHEET 8 k 9 OF 9 FOR ANCHORS TYPE d SPACING FOR INSTALLAROIYS INTO WOOD FRAME 6LRDINOS •• AMMMUM ANCHOR SPACINGS ARE VALND FOR J 1/2• EDGE DISTANCE. FOR E D. LESS Tha J 1121. REDUCE ANCHOR SPACING BY MULI7PLYIAfG SPACINGS SHOWN ON SCHEWRE BY THE FOLLOWING FACTORS. (At.. E. a FOR cair-IN ANCHORS h ELCO PANELM47E 6 2 01. AND J 1/2' MR SODA -SET ANCHORS). ACTUAL E. D. FACTOR TAPLION 7ANAC HVDN AWABOLT PANELUVES C11X-W SOUD-SET Cr TAP -GRIP .86 .75 .78 1.00 2 1/2• - .71 .50 - .80 2' - .50 - - - 0200E TRTECO, ARC F.B.C. (Non Hlgh Veloclly Hurricane Zon RTHA ALUMINUM STORM PANEL L.D../R.E. (2.25" DEEP) DRAWN BY. EASTERN METAL SUPPLY, INC 05DTE04 1 L E C O 1 M C. A 4zse WEsr RQI05 Ol1Nf 571NG A, fNOIHEERINO COMPANY WEST PAIN SUCH. EL M407 1M1 RyA. xn wmnM cvPw, n_.vla PkONE: (561)209-616J, FAX (581)041—1716 08-141 SHEET 6 Or 9 mT mL -.1 MAXIMUM DESIGN PRESSURE RATING "W" (p s .) AND CORRESPONDING MAXIMUM AN HOR SPACING S(.`A_ROUL_F. FOR INeTALLATTnNTs INTO CONCRETE AND CONCRETE BACK cjTRUCTuggs + MIG MUM MAXIMUM ANCHORS SPACING !OR E D. - J 1/2' •• DESIGN LOAD W (p.s.T.) TAPCONS _C ��, RED ND. OYNABOLT CALK -IN SOLID -SET PAI4LTMTES CF LAP -GRIP APPLICABLE TO S£CTTONS / & ONY COM81NA7)O OF THEM I/AX/l21! PANEL LENGTH 2' (IL) TO COATRETE TO LusnvRY .. TO GOVCRE7E ro MNSQYRY TO L'OIX'RETE ro MISOVRY TO CONCRETE 10 MISTX.RY ro CONCRETE ro T/ASCNRY TO CONCRETE TO MASONRY 12' - 11 ^++. - 12' - - - 12' - 12• 12' 6' 12 + 12' 12' 12' 12- 12- 12• 7- 1, (80nOM) 12" - ++ !?• - 12' - 12' 11' IY - 12' - 2, 9*(TOP) 12" 6' 12' 12- 12' 5' - - 12' 12' 12' 7' 2 (BOTTOM) I2 6' 12'++ 12' 12' 12' 12- 12" 7- ?A (BOTTOM) +.150, -40.0 i2• - i1'++ - 12' - - - 12' - 12- - J 1 4 (TOP 8•-0' TO 12' 6' 12' + 12' 1 . S' - - tz' 1z" rz' 7" J (eonoM) OR +55.0, -60.0 12' S. 12' 12' 5• - - 12' 11' !2" 7' 4 (BOTTOM) LESS 12' - 12'++ _ 11' - - - 12' - 12" - 5 (TOP) 12' 6' 12'++ 12. 12' 5' - - 12' I2' 12, 7• 5 (BOTTOM) 10' - - - to. - - - 12' - - - 6 (TOP) 8' - - - g• _ _ _ 12' _ _ _ 6 (BOTTOM) T*12- 10 i/2"6' _ _ _ 6•'7(BOTTOM)11' 1T'OB5•-6•9 1/2' - 4' - 1 (TOP) f!'4- 9'++8- 11 f2' B' 7 1/2- 4• 1, 9+(BOTTOM) 12•_ 9'++ _it, 12' - 7 1/2" - 2, 9+(10P) fi- 4- 9'++ 8• it. J' - - 12- B' 7 1/2- 4" 2 (BOTTOM) fl' 4' ++ 9' B' 11" J' - - 12" 8• 7 !/2' 4' 2A (BOTTOM) f510. -40.0 !!• - 9.++ _ 17' _ 7 1/2' - 3 & 4 (TOP) ro 11• 4' 9'++ B' If- J' - - 12' 8' 7 1/2^ 4' J (BOTTOM) >8'-O^ +SSO, -60.0 1!' (' 9•++ 8' f1' J. - - 12- e" 7 1/2' 4' 4 (BOTTOM) TO it, _ 9^++ - 11' 12" - 7 I/2' - 5 (TOP) TTO• 11' 4' 9•++ B. J1' J' - - 12• B' 7 1/2" 4• 5 (80-4) 6• B 1/2' - _ _ 6 (TOP) 5- - - $• _ _ _ 7• _ _ _ 6 (BOTTOM) 4" - - 4• 6 1/2" - - - �7 TOPOM 5• _ 5^ _ _ _ 6 1/2" _ _ _ 7 (80TTOAI) 1 - - - - 6" - 12' 12" 12- 6' - - (TOP/BOTTOM) ACTUAL E. D. FACTOR 7APCON 7ALTAC NNLM /OYN1SOLr PANEL MATES CAN(-M J' .75 1/2".71 .50 2• Li 1 1/2^ E. D. - EDGE OISTANCE AWAIUM DESIGN LOAD W (P.°.I.) M1A7MUM ANCHORS SPACING FOR E D. - J 1/2- •• APPLIGIBLE TO SECTIONS / d ANYCOMVIN4770 OF ,THEM W ARW PANEL LEWH V(/r,) TARCONS 7AWC NM/N RED HD. D T CALK -IN SLYIO-SET P,WEiAN93 1 CF TAP -GRIP TO COACRE7E TO LTASOMTY TO CONGRRE TO Y/SOVRY TO CW,CRE7E TO MASONRY TO CONCRE2 To MLSO&W To L10NCRUE I To ATISGTRT' to COMRM — 70 1M.SONRY B" - 7•++ - 9• - - - 12• - 6' - 1 (TOP) 12- 5- }1'++ }0• 12• 4' 12- 12' 12' 9 1/2' g• 5• 1, e(80T70M) 12" - 9'++ - 12' - 12' 12' f2' - 9' - 2. 9+(10P) 12' S' 1/'++ r0' 12" 4• - - 12' 9 1/2' 9' 5• 2 (00770M) 12" 5" 111++ 10" 12' 4' - - 12' 9 1/2' 9' S" 14 (BOTTOM) +510. -60.0 12' - I1'++ 12" - 9' - J & 4 (To..) 8-O' to 12- 5• il'++ 10• I2• 4' _ - 12• 9 1/2' 9• 5" J (BOTTOM) OR 4750, -BOO 12' 5" 11 + 10' 12' 4• ' - - 12' 9 1/2' 9' S' 4 (BOr1LTM) LESS 12' - fi'++ - 12- - - - 12- - 9' - 5 (TOP) 12' 5' 11 to" 12• 4• - - 12' 9 f/2' 9' 1 5- 5 (BOTTOM) 8• _ _ _ B' - - - !0 1/2- _ _ _ 6 (TOP) g• _ _ _ 6' _ _ _ 9• _ _ _ 6 (BOTTOM) 5" 5• _ _ _ 7 1/2• 7 P 6• _ _ _ U. _ _ - 6• _ _ _ 7 (BOTTOM) _ 12' 12' 12' B' _ _ (nTP/BOi700 4"++ - 5• _ _ - 8• - J• J 1/2' 1 (TOP) 8•++. 7• 10• J" 12 12' 12' 7' 6 1/T" - 1, e(BOrrom) t0' - 7'++ - 12' - 12- 12• 12- - 6 1/2" - 2, 9+(TOP) 10' J' 8'++ 7' l0• J' - - 12• 7• 6 1/2' J 1/2" 2 (BOrTOM) 70' 4' 8'++ 7' 10' J" - - 12- 7' 6 1/2" J 1/2- - (BOTTOM) +550. -60.0 10' - 6.++ - 10, _ _ _ 12- - 6 1/2^ - J & 4 (TOP) TO TO• 3- 8-++ 7" To- J' - - 12- 7- 6 1/2' 3 1/2' J (BOTTOM) >8•-6' +75.0, -80.0 t0• J. 6'++ 7" t0' J. - - 12' 7' 6 1/2• J 1/2' 4 (BOTTOM) TO To. - 6• ++ _ 10' - - - 11 • - 6 1/2' _ 5 (TOP) 9,-7, 9' J' 8'++ 7- 9• J' - - 12' 6 1/2" 6 1/2' J 1/2" 5 (BOTTOM) 6T' - - - 6• - - - 7 1/2• - - - 6 (TOP) 5" - - _ 5• _ _ _ 6 1/2- _ _ _ 6 (BOTTOM) 4• _ _ .. 5 f/2- 7 P 4• _ _ _ 4" - - - 6' - _ _ 7 (BOTTOM) 6-__- 12- 12' 12• 1 6- 16 (TOP/BOTTOM) —1 TAYL AMMM3 OR ALL POINT SOLID -SET ALLOWED FOR MOUNTING SEFTTOif 9. ++ ANCHORS SPACING ONLY APPLO48LE TO ZAMAC /LAILIN • SEE SHEET 7 & B OF C FOR ANCHORS TYPE & SPACING FOR fNSTdfZT71rIMS UVR7•WPo SOLID -SET Cr TAP-MW FRAME BUILDINGS V •• M4XDEUAI ANCHOR SPACINGS ARE VAUD FOR J 1/2' EDGE DISr3r,.,"~ ° CC • �'' ��' .r .78 J.00 FOR E D. LESS THAN J 1/2' REDUCE ANCHOR SPACING BY e �� : •`Sc e• V +:. MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FDLLOW jC^_ • . o � .. 1 .80 FACTORS. (Min. E. D. FOR CALK -IN ANCHORS & ELCO / -� ° : %-.�. ,ter ;67 PANELMMTE TS 2 1121, AND J 1/2- FOR SOLID -SET ANCHORSy :' MU£ " FOR THIS OPERATION TO BE AREDUCED SPACINGS RESULIINW.FBOM p�4BLY/NC YE e FACTORS SHALL NOT RESULT ON SPACINGS LESS THAN J• FOf( AtL ANCHORSA(ESF +4.5• FOR RED H0. DYN40OLT ANCHORS). c F.B.C. (Non High Voloc11y Hurrlcone Zone) 02005 DLTECO, /Nc. 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) L.G./R.G DRAWN BY. ' ��' ■ I r■ E C O 1 H C. EASTERN METAL SUPPLY, INC .266 FESf ROADS ORNE BEST PALM SUCH, fL. JM07 PNONG (560209-6263, TAX (561)841-1716 05 a4TV JT TESTING & ENGINEERING COMPANY f ��yr I�r l�yT°a EB-0006J19 ER WALTA T. LIT Jr. PE/rT ROR/OA Lk. / 44157 08-141 CRAWING Na •� °i 01N^101 ^' SNfTT 7 Or 9 ALTERNATIVE 1 ! • Yw1 SEPARATION011 TO clAss I I 6• TO 0 4 I � C 7/e• I x J/J2" WINO NUT O EVERY siW O r2- O.C. E f I D Coot SCREWS O 6' ! f/2 Ar ED PENETRAIRAY a OF PLATE 1'A1 I T • SEP CLA SS TO RGLAWNSS I , I .7/J2- WAW NUT op/2' I O. C. 7 Cont. a5eo• • 1 9 % UG SCREWS O 6- 2- • p O.C. W/ Min. THREADED E M PL•NE7RADON O MIDWfDIN OF PUT£. ALTERNATIVE 3 1 11410 LAG SCREWS O 6' O.C. W/ 1 7/2• MN. THREADED PElVE'IRARON TO fX.r g 1R700 NE AO ER. 1 " 'I �UD?I C oJ �RwEaQ.o R"HED.E.AD:ERTill 1 uI SEPARA 10 xt. 1/4• I-20 Bar W/ �a�ttgg-O�40+1+ CUSS 7/8' I r /2• WNB NUO EVERY STUD OJ 12' 0. G 3 I I I 7A Ca t 14Y UG SCREWS O 6PENEZIUMN 11/2' U; . ALTERNATIVE 4 I • x 2' x .125' (Min.) ALUM, TUBE W/ 1/4- 0 LAG SCREwS O 6' or_ //----W/ 1 1/2• Min. THREADED 1 4' 0 UC SCREWS O WOVETRAl7LW . EX1SW lK 0.G W/ 1 r/z- LGn. 1/4• I UC SCREWS O / WOOD HEADER. 7HR£AOED PENETRl170N TO 6' as W/ 11/2" 1• TIMin. NG W000 HEADER. EADE'D PENETRATION 7a EASIING W000 HEADER 0.79.. 0.250' .500' 0.250' a300• � 0.500' Nor. ` Yw I ••.. i ; III — p 2- Y/n. •-•:. II ( g� L2 cne.i• Cot. rWOODL n•I•••. HEADER I -T—Cr- 6 1�. fOOD WADER WOOD HEADER pyREOURED REOU/RED 21 TOTONMw w Ywwc G1ASS SEPARWN TO SEPAMWN 7O IIII c CUSS CIAO DEX TE/t scw 1/4' 0 x 3/4' 11W BUILDEX D.C., I 1 7ETt SCREWS 0610.. I 1 ( 1 1/4' I-20 x 5 /J2• WwC 3 soo I 7�/LBr 0x J/J2 Y. wo I 5 D ofi2R o. MAU NUT O Mi..1'I EVERY STUD O 12' o. a 6 C9nt. I 1/4' 0-20 x Jf4' am IS W/ 7/8 x 0 Con1. W1G HC NUT O ] Cont. WO I/4' I-20 S. S. O 4. O. G 12120. \ II ,500• O_ 4' G g 11 BOLTS O 12. 0. C. R ED �70C- R TS H/4" 0 1.AG SCREWS O STUD (M10W7DTN OF. 2' NOM11W.) AND W/ 2' LIm. THREADED PENE771ARON INTO EXIS77NG SIUD. ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SECTIONS A sCCE : 1/4• a ,• Coot W/ NUT d WASHER 1 4' I /AG SCREWS O I•x 4•x.125'(.Ir t 6. O.C. W/11/2"Wa p,g 606J-75 Alum. NRE (Coot) O AOD DTN OTHREADED F PUR Ev y13� (2) Ip' I UG SCREW O EACH S1UD (NAOWIDTH OF STUD, 7• Mln. NOM/NAl) ANO W/ 2' LCn. THREADED PFNETRA7ION INTO EXLsrwc sru). ALTERNATIVE 6 ALTERNATIVE 7 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN KIND LOADS UP TO +65.0, -72.0 psT AND PANELS LENGTHS UP TO 9•-0' 2. FOR WOOD FRAME CONSTRUCTION • WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR COMBINAT70N OF SECTIONS:Z a o p a i�:i , oT008 RCTECQ ?M. WALL MOUN77NG SEC71ONS CAN B �M1M1��B1 7J �14 ��0. eC IN ANY WAY TO SUIT ANY INSTAl1(', IL ECOTNa. mur rrsnNG & ENOwEER1N0 COY7 N.iK Jsq s St..T0.q xx7aeA caSari n • � Pn.°. , 01aIJu1-nro . r . , Ooelxr7-1u -~%• °L'-hAY nt -Imnri wl-719a6rl9- "� F.B.C. (Non High Veloclly Hurricane Zone, 750" BERTHA ALUMINUM STORM PANEL L.a/R.E. (2.25" DEEP) DRAWN BY., EASTERN METAL SUPPLY, INC 09/)2/06 DATA 4266 WEsr ROADS DRNE iou01jPAIMC(�67WAC (61a41-r716 08-141 lYD na DRAWING N. 61 IN � 91ffET 8 OF 9 1/4- 0 LAC SCREWS O 6- O. C W, 1 1/2' Mtn. THREADED PENETRATION TO IXISTING ROOD HEADER 17 C-L 0-20 S S. BOLTS O !1' O. C. W, NUT & WASHER T' Min I 0.250• MOY. 20. DO'. Min, 1' M/NlNUM O -SEPARATION 70 1 GLASS I ym� ALTERNATIVE 8 1 I/4' / /7W f7U/LOEX TE SCREWS O 6' o.0 I 1'4- 6-20 x 1 Y/B' x i a 112 7 WAG NUT O I 12' O.C. 1 o 2 r 1 1 500 � d(rr• �-r\ i I A L TERNA T1 VE 9 '1/4' 0-20 ELCO m01.11—A, PANELMATE O 12' 0. C 0 (D & 05'0.0 O " W, 1 7/8' Min. PENE7RADON CI 1 I COW, 1 I O I I m 1 N I J �ii I m 1 1 I 1 N. I f a -114• 0-20 ELCO WOOD matlf-1e PLATE -� PANELMATE O 12' REOURED a C. W/ 1 7/8• MRn. PENETRATION O --{ y- Min. MJO0— nr — - -f' Mh.-{ T/1' 0-20 S. S. BOLTS O 12. 0. a W/ NUT & WASHER. q 11 Cont. I • x 4' x .125• (Min.) 606J-T5 Alum. TUB£ (C-1.) .(2) 1/4• I LAG SCREWS O EACH STUD (ARD0/D0l OF STUD. T' Min. THREADED NOMINAL) AND W/ STUD. 1' MML P£N2TRIRON INTO EXISTING WALL MOUNTING INSTALLATIONS ALTERNATIVE 10 SECTIONS A scar. 1/4" _ T NOTE FOR COM8INANON OA SEC7rONS: FLOOR/ WALL/ C£IUVo MOUNTING SEC77ONS CAN BE COM@1NED TN ANY WAY TO SUIT ANY 1NSTALL4170N. NOTES: J. 1NSTALLAHONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0. -72.0 psF AND PANEL'S LENGTHS UP TO 9'-O" 2. FOR WOOD FRAME CONSTRUCTION .• WOOD MEMBERS TO BE' SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1/4' 0 LAC SCREWS O 4' a C W/ i 1/2" M! iNREADEO PDVEDATKIN TO EXtMW WOOD BEAM POSNION •) 1/4. 4 LAC SCREWS O —6. 0. C W, 1 1/2" Min. THREADED PENEM17ON T70 EXISTING WOOD I HEADER. Min. � I �_ WOOD HEADER I I 1 1 ,R£O1RR£O h4-- 1 1' MINIMUM j SEPARA770M TO I GLASS Ll.I � 1 I r 114' 0 LAG SCREWS 0 6' 0. a W/ 1 1/2' M THREIOEO PENETRATION O MIDWIDTH OF PLATE 1 (OPEN POSrrM •) 1 1 • M/MMUM i jMMUM l`;';j.l-£AR70 _ I y 114• r LAC SCREWS 0 4" 0. C. W/ / 1/2" M,n. THREADED PENETRARON - TO EXIS7N6 WOOD BEAM - OF EX/SRNC W000 BEAN 70 BE CEROf7£0 BY REGISTERED ENGINEER OR ARCHTfCT PRIOR TO SHUTTER NSTALLAVON. 1 --T I 1/4'/-20 r 14' p BOLTS VN 71N J/J2N ' 00. C0 ( 3 I & 0 6- 0.C.°0! •MINIMUM I / 2 SEPARARON r GLASS �1 I 1 1 1 7/6• x J,u' 1 WNG NUT O 1 12' a C R I I WOOD DECK a OR�- REQUIRED 8" (MHn) &STING BEAM REQUIRED. T PRIOR TA INSTALIAiX I ♦1 4• 0 LAG SCREWS O G/4•. � O �JOLIS Wi 7,B(x 4- 0. C. W/ 1 111••MM* 4' O. C. W/ 1 1/2" Mln. J/J2" WHC NUT THREADED PENETRATION. THREADED PENETRADON 6 12. 0. C ALTERNATIVE 1 ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATIONS 7/8' x J/J2' WNG N° STUD £A SECTIONS 8 SCALE: 1/4• _ ,• EO I EO • d67TF.: SNAP CAP ®70 R£EWN CLOSED AT NON WUOD HURRICANE CONOIDONS. PATE REQUIRED (OPEN POs1DaN y SECTION ® STUD TYP. TOP/BOTTOM ALTERNATIVE 11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS F.B.C. Non High Velocity H t1s'v� e : e Q� � • 02MB 77uEw, ING 0.050" BERTHA ALUM/NUM STORM FAA ;; •� 4�4f 1;E; (2.25" DEEP) EASTERNMETALSUPPLY, INC ...: t�.. WEST PALM BEACH,, R JJ407 T7LU7 TEST/NC & EHCINECRING COMPANY PHone (ser)2oB-e2u• FAr.• (56rk41-r716 LG./R.E. , DRAWN BY. 05/12/08 047r. 08-141 DRAWNG N" SHRET 9 OF 9 A BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAp FOR cowpacarl & G/ADD/NG (p c c 1 cnv ASCE 7 02 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET + BASIC WIND SPEED - 140 mph CATEGORY l/ BUILDINGS (I= r.00) RES/DENHAL, APARTMENT BUILDINGS & COMMERCIAL BU/LO/NGS (RETAIL, WHOLESALE) ~ DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETEMWINA17ON OF'POSITNE OR NEGAIN£ DESIGN LOADS INDICATED BELOW SHALL Over BE USED FOR THE DETERMINATION OF POSiT/V£ OR N£GATW PRESSURES FOR A GIVEN OPENING OR OPENNGS OF A BUWWG WHERE SAID OPENINGS ARE SURROUNDED BY PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITMN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTECILD AGAINST WIND OTHER OPENINGS LOCATED WAN/N THE LOWEST 60 FEET OF BUILDING, AND NN/CH ARE NOT PROTECTED AGAINST BORNE DEBRI BY MEW OF IMPACT RESISTANT CLASS OR ADEOWTE HURRICANE SHUTTERS LkLA<At WND BORNE OEM BY MEW OF IMPACT RESISTANT GLASS OR ADEOUATE HURRICANE SHUTTERS **lk PEAK ROOF' �. L LESS ITLIN 7'-9' La CMIER OR EOUAL THAN 7'-!' AND LESS HGN 12'-J' I--OitFAIFR OR EQUAL IMN 12'-J' L- LESS THAN 7'-9' L� OAEATER OR EQUAL N7'-!' AND L- GREATER MAN 12-'J' HLNgIT LESS THAN I2'-J' N /1D. mr /rams POUIIFE KBGARVE . JAosehAE AIUIIRYE Maw MOAT" MSNIVE AIEG nw PGOm! NEDAIIYI 28.9 38.7 27.4 5 25.6 J1.7 38.0 47.8 -36.5 44.6 34.6 40.7 Is=20' 31.4 42.0 29.8 58.5 278 J4.4 41.2 51.9 J9.6 48.4 J7.6 44.2 JJ.5 44.8 Jl.7 .1 29.6 J6.6 44.0 5SJ 42.2 51.6 40.1 47.1 > 2s'-1O' 35.3 47.2 33.4 43.5 31.2 JB.6 46.J 58.3 44.5 54.3 42.2 49.7 JB.J 51.3 J6.J 47.0 JJ.9 41.9 50.J 6J.J 48.3 59.0 45.9 SJ9 > -W' 40.8 54.6 JB.7 50.1 J6.1 44.7 53.6 67.4 51.5 62.9 46.9 57.5 > m'-�' 4J.0 57.5 40.7 52.7 J8.0 47.1 56.5 71.0 54.2 66.2 51.5 60.5- BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F,J FOR ASCE 7 02 PEAK ROOF H FGHT GREATER THAN 60 EEEr • BASIC WIND SPEED - 140 mph CATEGORY D BUILDINGS 0-1.00) RESIDENML, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE D£7ERMOVA7lON OF POSTIIVE OR NEGATIVE PRESSURES MR A GNEN OPENING OR OPEN06W OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WW?lH/N THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTEC7E0 AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICW£ SHUTTERS *.yrXr DESIGN LOADS /NDIC47E0 BELOW SHALL ONLY BE USED'F'OR THE DETERMINATION OF POSANE OR NEGATIVE PRESSURES FOR A GN£N OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY DRIER OPENINGS LOCATED WHTHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PRO7ECIE77 AGAINST WIND. BORNE DEER/ BY MEAN OF IMPACT RES/ T CUSS OR ADEQUATE HURRICANE SHUTTERSPEA*AkAk ROOF ROOF HDGHE L- LESS THAN 12'-J' L» GREATER OR EQUAL THAN 12'-J' L� LOSS 1HAH !2'-S' M L GREATER OR EQUAL AGN /2'-S' N POsmvr Nmnw FMIM war" _ M9TM MOAT" MSRN[ FEOADYI > 60' - 70' 41.1 75.4 37.4 64.8 $5.2 89.5 51.5 78.9 > 70' - LTC' 42.7 78.3 J8.8 67.3 57,J 92.9 53.5 82.0 > LAD' - 90' 44.2 81.0 40.2 69.6 59.J 96.1 55.3 84.8 > 90' - 100' 45.5 83.5 41.4 71.8 61.1 99.0 57.0 87.4 > 1W' - ►20' 87.9 4J.6 75.6 64.4 104.3 60.0 82.0 > 120' - 140' 50.1 91.9 45.6 79.0 67.3 109.0 62.7 96.2 > 140, - 16o' 1 95.4 47J 82.1 69.9 11J.J 65.2 99.9 , > 160' - ISO, 53.8 98.7 49.0 84.9 72.3 117.2 67.4 103.3 > IW' - 200' 101.7 50.4 B7.5 74.5 120.7 69.5 106.5 > 200' - 250' S9.1 1014 43.8 93.2 79.4 128.7 74.0 1115 > 250' - JOO' 623 114.2 56.6 98.2 83.6 135.6 78.0 1116 > J00' - isoll 65.1 119.4 59.2 102.6 B7,4 141.7 1 81.5 125.0 > 350' - 400' 67.6 124.0 61.5 IE6 90.8 147.2 84.7 119.8 > 400' - 450' 70.0 l2&3 63.6 1 iD.J 939 F522 87.6 1J4.3 > 450' - 500' 72.1 IJ22 65.5 1137 98 6. 156.9 90.2 iJ8.4 1J� I.)) TITS CYRTirD S16NED AND smLED *w LEND SCHfDULL, PREPARED BY m ETA. mm Liw ON ASCE 7-02. SECWN 6 STANOWD, FOR A a0MC SnW SPEED Of J40 Aft AND AMUCAME QIPWrANCE FACTORS & EKAOSLIRM IS COUPLEMY ffAA W AND OOHS NOT PROW NFUMUM MR A VIE SFECRC PRLVIcr. 2) DO DAAD LOAD SCHMAE MIST SE SO= SLUED AND OIIEV UY RIIS ENOlHE fF USED W MAN A ONE IWE AURDLW AER.1Ar. .1) CONDUCMR OR PERWT HOLDER 10 W R15PONSBI£ FOR FW SEIEVDW OF OES10N WEND LOOS USSED ON INS GENERIC WAD LOAD SCHEWL6 4J /HR W201 LOW SCHEDULE SFWL BE CO SVERED NYAUD IF ALTERED BY ANr AIFAILS. 3.) DESIGN WMD LOADS SQE= BY THE CONTRACTOR OR PERARr HOLDER FROM no WINO LOAD SCHEDULE SPALL BE A4 VATED ON A SEPARATE 000WIENT PREPARED Or THE CaN&AWOR OR POW HOLD& (.g. SPRrADSFW O E W A7#DULE/CWpr, ETC). *MC47W ARESSUNWS CORRESPOND TO ITLE AfUStW DID 20W AW NVEF" ZOE CO DOI NS AND FOR ALL RODE SLOVYS, *Jk L - SMW PANEL LOSS. ADCOMM SHUTTER BADE LOWDf OR B{NAM SHUDER )FJGHT. *** PROWK.7S VM R&W A AMW-DAOE CMM1Y OR A F.BC APPROVAL 2004 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURR/CWE ZONES, ASCE 7-02 / WIND LOAD SCHEDULES AS SHOW SIVRU PANED ACCORMY & LW W SNUADIS SCALE JIO1102 WJND LOAD SCHEME fww 1L E C O NC. AM 00 SPEED. 140 AA01f �._ >� ISl111b t QfGAmANO f10ANAARLY VMSUff V. (KO-Q6!) 02-061 /tlr. JM� 7e, >br 111AIA1 AAlAD4 A i11N ml arrr Yf Alf: � mM � ORiWIp No !1 m-0onen9 E) 1' :l,j�� WACAA Ai f ..181 M u ra tK _ wer ...,. . SHEET I Of I