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HomeMy WebLinkAboutProduct Approval WINDOWS DIAGRAM SHEET Job Customer IMU. Consultant. Cats: oor REAR IF SYMBOLS F itthen Room Nams . . . . . . . . . . . Window its � : " : : : : Exterior Door :FRONT. �: . : • - Note: 1)indicate 1 st,2nd,etc Floor of house at top of template,?J"»MOUttine of house and indicate all windows,doors,and rooms; 3)number the windows to be replaced with corresponding number from Spec Sheet Wridow Diagram Sheet 11/9/2012 STORM PROTECTION PANEL ' FABRIC;AND SHUTTERS SPECIFICATION`SHEET SPEC SHE ET#. 313 8 7 CUSTOMER: � � DATE: JOB#: � CONSULTANTd ., Finished Size of Barrier Extrusions UI Total(UI)OR Square Foot Total Color LocationFloor Width Inehati Hel fit(Inches) SC HiaderTrack LF 'Sill Track LF Build out Depth L-An it L 2 c "4 +a 1 4Pr� ( 1 5 322 (0 5 6 fl ► �a �3 s d e A: rf\ 8 9 10 11 12 13 14 15 1g SPECIAL CONSIDERATIONS; _ Sec Sheat Components. UI Total UI)f Square-Foot Ufal-SCIbvide the UI for p6nals.Bahamas and colonial shutters,and SOFT for Accordions and Hurricane,Fabric:Square footage is calculated as finished width inches x finished hei ht:inches divided by 144 Inches Header Track-Add 6'to the finished width of the barrier for panels and shutters and 4'for fabric. Sill Track-Add 6'to the finished width of the barrier for panals.and shutters and 4'foP fabric. Build out depth distance from the exterior wall of the house'required to avoid obstacles. Keepa mlumutn of 3"of space between the glass of the window and the Storm Protection. L•an le measurement-Add 3'to the height on the left and right side of the barrier;Material is used to cap sides of the panels. I have reviewed and agree with all the Job speclficatlons above and the Special Terms and Conditions. CUSTOMER SIGNATURE ' �-1P1f NhY-Tto Hae.DWot YOM-CW~ TD-1609 MIAMI•DADE MIAMI-DADE COUNTY. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 CCEPTANCE OA www.miamidade.gov/economy Shutter Tech,Inc. 7485 West 2"d Court Hialeah,FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in,areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County.Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone . DESCRIPTION: Maximum Impact 0.050"Aluminum Storm Panel Shutte�Aluminum APPRO pac . torm Panel",sheets 1 through 7 of 7,prepared by Ramms Engineering, Inc.,dated January 10, 1998,last revision dated September 29, 2015,signed&sealed by Robert Monsour,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in.the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA-shall be cause for termination and removal of NOA. „ ADVERTISEMENT: The NOA number preceded by the-words Miami-Dade;County, Florida, and followed by the,expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0127.03 and consists of this page 1,evidence submitted pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by H lmy A.Makar,P.E.,M.S. NOA No.15-0714.22 MIAMFDADE COUNTY EXPiration Date: 10/22/2017 Approval Date: 10/15/2015 o�15' Page 1 J Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS See NOA 01-0718.09 B.- TESTS SeeNOA 01-0718.09 C. CALCULATIONS See NOA 01-0718.09 D. MATERIAL CERTIFICATIONS See NOA 01-0718.09 E. STATEMENTS See NOA 01-0718.09 F. OTHER NOA 01-0718.09. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#04-0621.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. NOA #02-0312.08 cover page states the number of sheets incorrectly"sheets I through 18". This NOA#04-0621.01is issued to revise NOA #02-0312.08 and correct the number of sheets on the cover page to "sheets I through 7 of 7". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. -d_g� my A.Makar,P.E.,M.S. Product Control Section Supervisor -NOA No.15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E-1 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0117.05 A. DRAWINGS 1. Drawing No. 98002, titled "0._050"Maximum Impact Storm Panel", sheets 1 through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 0111212006, signed&sealed by Robert Monsour, P.E., on 01/12/06. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analyses dated January 06, 2006, 41 pages,prepared by Ramms Engineering, Inc., signed&sealed on January 06, 2006 by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0831.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2007 Edition, issued by Ramms Engineering, Inc., dated August 22, 2011, signed and sealed by Robert S Mansour, P.E. H&&y A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0714.22 Expiration Date: 10/22/2017 Approval Date:10/15/2015 E-2 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0628.12 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 0.050 Aluminum Storm Panel'Shutter,prepared by Blackwater Testing, Inc., Report No. BT-12-002, dated May 30, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2010 Edition, issued by Ramms Engineering, Inc., dated June 26, 2012, signed and sealed by Robert S Mansour, P.E. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0127.03 A. DRAWINGS 1. Drawing No. 98002, titled "Maximum Impact.050 Aluminum Storm Panel", sheets 1 through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 01, 2014, signed&sealed by Robert Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Asset Purchase Agreement. . elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E-3 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS. I. Drawing No. 98002, titled "Maximum Impact.050 Aluminum Storm Panel", sheets I through 7 of 7,prepared by Ramms Engineering, Inc.; dated January 10, 1998, last revision dated September 29, 2015, signed&sealed by RobertMonsou►, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. FBC, 201 4 Edition compliance letter prepared by Ramms Engineering, Inc., dated June 26, 2015, signed&sealed by Robert Monsour, P.E. Ily A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E-4 F 3/8• COMRLIES WITH: .056 AILUM. REIA54ONS By s 13/16' ILORAD4 BU1401NO CODC FIFTH EDITION(2014)(HVHZ) 09/11/98 sp TESTED 10 TA20f� TA202 AND TA203 lum.H.L3, OSpDHI 2j 01/06/06 sr W(D 01/16/14 ip- Oso 30Fmi - m L 0 DESIGN CRITERIA" 09/29/15 sp VARIES 3- HAX.1 WIND LOADS TO BE CALCULATED AS PER ASCE 7-10 ;D PR 2 (D NO INCRESE/At ALLOWASLE-SIRCSS WAS USED AN THE 06-SIGIV Or THIS PRODUCT IF Got nH2 GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 5O6J-76 OR COM STORM PANELS SHALL 6&' 7/16%1-T 3/8--j-,Q r--T I �.[L� *050 *50,521 H-32 ALUMINUM OR CGLAL FM C' . a, 11 SAM IN OR EMBOSSED WITH A NOMINAL MOTH 01'12 J/2- I THE Mjw PANEL SHUTTER MAY BE INSTALLED VERA"LY OR HORIZONTALLY,(D I S 093 IN ACCORDANCE TO THE DETAILED SPCC4qC*V0NS HEREIN A4AfaS MAY BE 5 1 H MDL D, NOTCHED OR UTTERED TO ACCOMMODATE AN OBSIRLICIION nAr 84R FLAT BAR L-I 29,11W.-I ANCHORAGE OF THE smurrEp SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF VARIOUS TYPES OF F-TRACK NOT SHOWN THE FOLLOWING OR COUAL WITH MINIMUM U07"ArE LOAD VALUES SHOWN GeV? 888 114*DLL RAK toorlear ANCHOR(SLEEVED OR/Vr ANCHOR) CT MIN. TENSILE 1190- MIN. SHEAR 1520 - 1 1/9-MIN, EMBED. IN CONCRETE MIN. TCIVSFLC 1200 -UK SHEAR 1270 - 1 118-MIN. CUBED, IN MASONRY ml 114-20 RAWL CALX-1N ANCHOR(MACHINE SCREW ANCHOR) WIN 114-20 BOLTS 125 MIK TENSILE 1870- UIN, SHEAR 17jo - 71a-Mim Cuarzt,IN CONCRETE VAMM DEGREE MIN. TENSILE OBD - MIN. SHEAR 1340 - "-"IN. CUBED, IN MASONRY 9 CORNER PAN m VARIES R Q REIVRN 1�� 114-DERMA-SEAL TAPPER BY RAWL C MASONRY SCREWS VARIOUS HEAD TYPES uRt too k LJH Affiv. TENSILE 1520 - MIN. SHFAR 1980 - 1 112-MEN. CUBED. IN CONCRETE DO MIN. TENSILE 880- MIN. SHEAR 1270 - I t14-Afft EMBED. IN M4SOAWY zo 134"Z..AC'AILIN By RAWL (Z".0 HAMMER DRIVES) rl MIN TENSILE 980-Athol SHEAR 1400 1 1/8:ADAI, CUDID. IN CONCRETE A&M. TENSILE 7JO -MIX.SWAB 1320 1 114 MIN, EMBED. IN MASONRY too a e Mt. F-- 0 u1n. 050 MIN. ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 114* STEEL LAGS OR LARGER T1@ WITH 1"MIN. THREAD PENETRATION, 114-20 GRASS WOOD BUSHINGS OR BLOCKING' 2 1/4" /4CLCO PANEL MATES WITH 1 718'ARM THREAD PENETRATION. REFER TO SHEETS 5,6&7 OF 7 FOR ANCHOR SPACING AND UW144UM 141840MENIS IT SHALL RC THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE to MIMSIXIVO THE ADDITIONAL LOADS AND,INSURC PROPER ANCHORACC 7/8'1 3/32' 3 /32' 1-3/3!* VARIES EACH PANEL SIMLL BEAR A PERMANENT LABEL OR STAMP SHOWING CORNER PAN SHUrIER TECH ING, MALCA)t Ft DADE COUNTY PRODUCT CONTROL APPROVrO 17 WARNING.T r OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL Or EACH OPENINC, LJH,Osn wtt 16 %MSTATING STORM PANELS WdL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN RrOURED It PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS. THREADED COMES OR METAL SHIELDS,NOT/At USC,MUST BE PROTECTED AGAINST CORROSION, SPECLAL NET PANEL SECTION i W CONTAMINATION AND DAMAGE AT ALL DUE. E-4 7/8. 1 3/32' 3 7/3 3 I/32* 3 7/32' 1 3/32' 7/8' Aft SAM J18-I TM STV0 MAY ImALLED At wPmAaaw AWtES STUDDED IN W RIMU DMECTIONwrs srtmwo,It Wa SHORTER 1E5 ONLY '1�4;-VN"O"D11A"1IX$# " ,1 SIDDS.1. Iz 112*at: REFER TO APPWAAAWS ON SHEETS I A J PRODUCT REVISPO - uOuAmw HOLES il 142-ac. ANCHOR UOUN11W HOLES LOCATED ON Bondingco1 Co d o 4 SEP J RSM VAHER NONZON44L OR VERNAL 14C. AcwPtomeNoX Ov /7 q or iD 4a .CROSS SECTIONS °I I Do rodncl ClantI.1 STUDDED ANGLE DETAILV ROBERT S., ONSOUR. PE 1/8"x 1 ?A'FLAT STUDDED STRAP WAY BE USED IN PLACE OF ANGLE EB—0006024 "T criciNeEPING,Inc. 7 RLU94N5 BY „ HEADER Or sttt 1.1AltN 11A1tT STORM PpfiEt< 09!11/48 Se 'd SEC ANCHOR SCHEDULE ;1 ; ia ADEN CONNECTION TYPE"B" SILL f0 i6Or01f12/06 SP SoD : ., NOTER711 '� ED HEADER or SILL 01/16/14 SIP E.Dt. F 2 SEE ANCHOR SCHEDULE a''E. HEADER or Sltt 3 / CONNECTION TYPE "C" •- - SEE ANCHOR SCHEDULE ' ( CONNECTION TYPE'A" •;'•'.fa .EO.- r'AOM - •'• `•--HEADER or SILL ••' `::s Ndia�L`�k .. "TALL f DETAIL 3 •+ CONNec ONSCHEDULE" DETAIL 2 DETAIL Q HORIZONTAL INSTALLATION VERTICAL INSTALLATION HEADER Or SILL ELEVATION ELEVATION V !6 OR 18 FLANGE LAY BeREVERSED 100,it KAY BE INSTALLED W REVERSE DIRECTION 7 ti �,'�'yCOARTNUOUS BLOCKING 16 OR\'„',T 3/I6 ANGLE - ..,-.. .r, SEE ANCHOR SCHEDULE _ r*-2o THRu ROOT I' ' CONNECTION TYPE"A` EO 1 BOLTED TOGETHER U77H E,D,',.•'` ': 4' ! Wf LOCK NUT t2'aC. ,� 1/4-20 THRU BOLT W/LOCK NUT 6"O.C, £O _ ,•"• E3G `- .+'A., D • USED AS HEADER OR SILL ' E.p.: r d ED y -�:`-, •. 3 OO 10 !i � !S OR OTHER NEAD£R ar SILL •'• ED OR �.I) „ L'LIN. REFER TO THAT APPLICARLRt FOR .PLS'"T SEE ANCHOR SCHEDULE HEADER ar SILL i• NOTES 7€' PROPER CONNECTION tYPE NOTE; SEE ANCHOR SCHEDULE NOTE. • SEE ANCHOR SCHEDULE CONNECTION TYPE"8" CONNECitON TYPE"D" CONNECTION TYPE"E" .- CDNUNUOUS WOOD BLOCKING 6 VARIOUS SIZES DETAIL 8 w DETAIL 5 DETAIL 6 DETAIL 7 " cr, HEADER or SRL 10 R 1, ANY BE INSIAtLFD IN REVERSE DIRECTION SEE ANCHOR SCHEDULE 57 ^$ SEE'ANCHOR SCHEDULE ^�(�,AS IN DETAIL 6 to RtNa3X on oaw -d_., ." 0 CONNECTION TYPE"D" ,SDp CONNECTION TYPE"B" �'^'�••^ CRUM ` CONRNtlOtiS BLOCKING 16 DR 19 3/16 ANGLE T`"a,a• 2 OR OTHER HEADER at SILL T J/A'MAX. •16 19 ^+, REFER TO TLUT APPILCATtON FOR ` I BOLTED TOGENIER UtTN OR�CpNRNLptJS BLOCKING PROPER CONNECTION TYPE 1/4-20 TNRU BOLT W/LOCK NUT 6"acT.ac.E.D..J.,,, . ' - USED AS HFAOE,OR SILL9'1rAX/nITD BOLTED TOGETHER WSM J. - 1/4-20 THRU BOLT W/LOCK NUT 12'O.G. CONTINUOUS BLOCKING 1, " t5 '•' "A' CONTINUOUS BLOCKING NOTE:* �2 , ..• , 2 PIECES FASTEN 7CM[fHER WITH '. •�.v:: ,.. - !6 DR,9 J/J6 ANLL£ 08STRt/CRON 164 RIVETS OR 18 TECX SCREWS 12'ITC. ,;: ;.'_. _ 16 OR t9 CONONUOUS BtOCXWG a n 7 6/B"ANN. •,j 114-20 MASHINE SCREW ANCHOR O RAWL CALX-1N j WITH SIDEWALK BOLT �«._««• _«.__._«.3`-114-20 r V4 KNURLED STUDS Y ` e�eryy .T"O.C. W/718`MLN. EMBEDMENT (/ a Li DETAIL,3 rt -:.- '. .J"'tA11F',•fdGE ENSTANL:£ `—STORu PANEL WLIN WASHERED MNGNUtS 72 Ij2'aC.[TVP.) 65.7 PSF MAXIMUM•'��.•'fOQ^'•' P¢URfO'CONCRETE ONLY wr RF LONTALL LtRTIEAeLrFs- MAXIMUM PANEL HEIGHT',73"':•:+',--.'.' :'•'_", OR Ttom=ORrutr DETAIL 10 L (�( DETAIL I I a C •:'.a• RETURN P.W,ANG([,TURF OR UpnD NOTE:* 1J i i.'r LIUST 8C U5C0 nN ALL BUILD OUT CON&NoW '''.v,;•°o Ta cLosF oFF tNns IT SHALL B£THE RESPONSIBILITY OF THE CONTRACTOR E u `••.� - TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH 14 RETURN PAN OPTOML USE or L/e-ANGIE STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. W ILOOR E1UT aro LIGMNE VAR.DUS SIZES r /'FOR PURPOSE OF EXrEAXRNG WALL SHUTTER SYSTEM M4Y BE TNTSALL INTO WOOD) CONCRETE ; . SOW ANCHOR 12'OC A/. MASONRY. n 3 =I N 11/Z MT BAR SRC ROnR PLUG ANO ALACNINC D mlH+wrxAALTS If •:.::• SCRLW ANCNtW 12'o.0 ,•,'' WHEN ANCHORING TO WOOD, THE WOOD MUST BE ... ` A MINIMUM 2 X d EQUAL TO 12 SOUTHERN PTH£ i B 4 D WITH O,SS SPECIFIC GRAW ......».-». ««...«- ..._,.....«.»........................ AND STRUCTURALLY PART OF THE FRAMING STRUCRTRE FULL sraRN PANtc(tw7 --•-»«1 OR SUCURELY ATTACHED TO FRAMING STRUCTURE • SLOOED NOUN7aLG IrtDC wY!X USED /.�� t+i ICjVr UE8 lu PA C ITA FOR A[t tKAOFR ON TOP SP£CML PANEL CONFIGLHLANON CNv Q SPECNt PAN AFPL+C/tlCWs. Sat ON ITOTtou K MULAI FLAP BETWEEN STROM PANEL BE NEEDED FOR TRAPP WTORtS, AND D.L.O.SNAIL NOT EXCEED 114" `-E SEP ARB RSD PM*ELS MAr 8E ADOED�O UTIN A AS VIEWED FROM FRONT NEW PRODUCT RRVISGD 1 LLAXUW ADD-ON OF J FASTENED 7p t/f-TO r J/t XNKRLED STUDS L PANES By THE USE 0r/SIE POP RIVETS 1 1Nm W .I,,O MNGNUiS fRP.T / P11' 6lYL 1tt FSbTi. = J J6 TUBULAR RIVETS R 10-24 J UUit:lil+g Cms1m ih 6 OI r0 98 TTRD BouS 16 as ........ ........................................ ftlt�t4o 5 D7l -7A C lk51D£C......PAN A55EMBLY jam/ j 38ta L7-.•••••�_»CL R PAN 1w+MCVt1N.la Bair .!/ Vi`rl"�'-"" PLAN VIEWS ""m-taabnOu o ROBERT SI Mo S�UtR, PE vclConhol ......................... --^^--^-- wr okw s" PANLL AtlTCHED Ar BOTR'1D 9 -•••• ,•_•. TAtt T 17D PASS DYER s7uG ANP EH-000}+024 7 J MACNUT iN SILL(EACH SITE) WrT Emcmet:IHG,Vic. ' A, 8, Ad a ..P 114-20 FLOOR PLUG WAN gEvtsons gr MACHINE SCREW ANCHOR NOTE: 114•PANEL MATE SCREW MTN 14-20 STUD HEAD HEADER OR SILL WITH WA09/11/98 SP SHERED WINGNUT .. NOTE:* CONCRETE OR MASONRY. •'• HEADER OR Sitt 01/12/06 SP CONNECTION TYPE" ' -••-••1 NOTE.. ; ©D B _ 05NNECTION TYPE'A" 01/16/14 SP WOOD, CONCRETE OR MASONRY •+ THE METALTECF STORM PANEL MAY BE INSTALLED WITHOUT .D'. THE USE OF AN EXTRUDED HEADER OR SRL. =,•TREFEIR L CTION TYPE "A"THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE PANEL SECURED WANWCHART = STRUGfURE W1tN 7N£USE OF ON£0R A COMBIN,{T10N i DrEMRr ON WASHERED WINGNUTSREFER TO 0£F£CTLON Of DETAIL TJ I STUCCO FINISHCLASS �Y^• NOTE:* . 16 STORM PANELPANft O ii REFER TO DEFECTION I i GLASS -, •`.r. —rv F1�--� ASTORM PANEL �}� �"".•' T CONNECTION YP TION TYPE'A" o-TT..•: •rNOI>r:* �1` (�j� 0 114-20 fL00 PLUG WITH 1/4 "PANEL MATE WITH M ® B CONNECTiON•TYPE"A" MACHINE SCREW HEAD $ WITH 14-20 SIDEWALK BOLT f/4-20 BRAS WOOD BUSHING HEADER OR SILL PM, 5-rLICCO INSTALLATION L, g HEADER OR SILL INTO W000 WOOD, CONCRETE OR MASONRY X1.1 " DETAIL 14 . .. 9 Z' C. L NQT ';yt;t?-::•: b:� - HEADER oSILL 7 HEADER.,SILL NOTE:*'- HEADER or SILL ,�;.•� - NOTE:* .q:. Vt-w taDaf sah N+ddN E .•':.. ��w°ertL ntw'u�55 vaw ntaE £ E• : ,'y SEE ANCHOR SCHEDULE ro .T/4'uiN, W. SEC ANCHOR SCN[DUtf .,`. CONNECTION TYPE"A" _ laa ou mtto xnu+t+a .''' CONNECTION TYPE "C" E.Dr.:. E `-• p••e ts SEf ANCHOR SCHEDULE SCEANCHOR SCHEDULE ' 1e trap NIS RM PAZ CONNECTION TYPE "8" CONNECTION TYPE "A" 's� '�%N :* ..• :••; LJSILLSFE ANCHOR SCN£DUtfs/e'St4WAD P w7L DETAIL 16 DETAIL 17 CONNEChON TYPE "C" NOTE:*` AND 21 HEADER o,SILL n DETAIL 18 DETAIL 19 DETAIL 20 N x Ca s Z W 's NOTE:* a 9 %f 1t HUOER q!Srzt NOTE: o W o 0 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR u TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH W STAND THE ADDITIONAL LOADS AND-INSURE PROPER ANCHORAGE. ; x SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, a = SCRLWEO OR BOLTEO TOGETHER W1IH 0 1/4-20 rwu COLT W/LOCK NUT t2"Dacn MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE DDNRNUOUS BLOCKING A MINIMUM 2 X 4 EQUAL TO 1/2 SOUTHERN PINE v 16 OR 19 1/4-ANGLE MTN 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE . 1/4-20 NASHINE SCREW ANCHOR OR SUCURELY ATTACHED TO FRAMING STRUCTURE RAWL CALK-IN/WITH SIDEWALK BOLT rp10T£:* PRODUCT REYISBD MB J"0.4 W/718"MIN. EMBEDMENT Sep Rw at tomptying niih Ifiq Fiottida q • J"M/N.EDGE 06TANCf Buildigg Cgdq � POURED CONCRETE ONLY Acc!pton-NO �a7! 2,2 cbi of ra ;' e` a, tion Dab�2o 171„r SHOWN 59,5 PSF MAXIMUM /PANEL HEIGHT 109" MAXIMUM '/(�]� 1� / ay it saoO2 "1' �'t Mind od uq Contr DETAIL 21 Ur�� t6 �s ADJUSTABLE HEADER OR SILL ROBERT•S'.'MONSD�UR, PE Cs 3 E 0006024 7 REMSTO 9/11THE SHUTTER TECH STORM PANELS.MAY BE INSTALLED WITH OR WITHOUT THE .050 ALUMINUM MAXIMUM IMPACT' STORM PANEL Hs BT 09/11/94 il' HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 01/16/14 sP 123"MAX. PANEL HEIGHT 123"MAX. PANEL HEIGHT NO PANEL STRAP ONE PANEL STRAP IS.R£OUIRED LOCATED MIDSPAN k� PANEL DEFLECTION CHART PANEL DEFLECTION CHART _ WITHOUT HORIZONTAL STRAP - = a` WITH HORIZONTAL STRAP _— —6R"-96' Duel 96'-I2J' N PANEL HEIGHT o'-sB' ^ _ _ PANEL HEIGHT 0•-I07" over I117•-123• u WALL MOUNT 1 2518" 1 3 5/8" _4" WALL MOUNT 2 I3 16" 3 3116" — INSIDE MOUN7 2 Sj8" 3 5/8" 4" INSIDE MOUNT 2 13116" 3 J/ UT 16" MM I FRONT WEW SIDE WEW BUILD O2 5/8" 3 5/8" 4" FRONT WEW srOE WEW BUICD OUT 2 13/16" 3 3116" MINIMUM DISIANCE BETWEEN GLASS AND PANEL MINIMUM DISTANCE BETWEEN GLASS AND PANEL 7Z, _�i DESIGN PR SO ALUM PANEL SPAN HORIZONTAL BRACE STRAP HEADER AND SILL TYPE MAY VARY. DEPENDING ON APPLICATION $ DETAIL 13 ON SHEET J DETAIL J,4. &B DETAIL 1 ON SHEET 2 GETAILS 5,7,9,10 AND II DETAIL 2 ON SHEET 2 _ R 44.40 12,3" 1/4-20 STUD ON SHEET 2 DETAIL 15 ON SHEET J ON SHEET 2 DETAIL 16 ON SHEET J WON WINGNUT 47.p 1 11 7/2.O.C. n" HEAVER HUDCR H£ADCR I,1 G LJ X J/4" L ::/__..,�1 W 51.23 117" FLAT ALLIMINU � M BAR F" c- 58.06 r= SIDE WEW FRONT NEW 112 61.47 110" DETAIL "E" g _ 66.85 106 a 71.46 102" 75.30 97" DtASS x 81.45 90" —7 GUSS x 7J 86p p•� p MAXIMUM GAP BETWEEN PANEL ~ r•' .8J (J4" AND HEADER IS 1/4 (TYR) Sttt � SILL DETAIL 'F" �..� 91.44 80" DETAIL 13 ON SHEET 3 DETAIL.74.&8 DETAILS 3,4 AND 8 DETAILS 5,7.9,10 AND I 1 DETAIL 4 ON SHEET 2 x ON SHEET 2 ON SHEET 2 ON SHEET 2 WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT R w °z WIIH HDR AND SILL WITH HDR,AND SRL WITH HDR.AND SILL ATtCNORtNG PANEL ANCHORING S TOM V E u ('l00 ('SW TOP At BOR SIL TDP 8 RO HD 6 y T'� ['%YD Q rjipp NO MDR.OR SRL - N71N 51UDOf0 N09/SIl4 � TYPICAL SECTION VIEWS � n FASTENER MUST BE IN NORROW PORTION OF KEY HOLE ,•• MOUNTING HOLE MAY ALSO BE A 9/16"Du. CIRCLE DETAIL 'c" s a PRDDttL`T RGVISED O gpg 3 complying with the on a V Dullding Coda 4� /- Acecplencai+laS57-0?! •Z.•T- � ar 10 9n uvi non beta 17 U SHOWN HORIZONTAL BRACE STRAP -� PANELS MAY RUN CONTINUOUS BY WIDTH ��I`I J HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERT S.' MpNSOUR, PE RM1aiaipa° u coCnnrcol q EXPLODED ASSEMBLY EB-00060'24 m q KT'd TGII QIKG,RLC. 7 :r A N C H O R S C H- E Q U L E RDASION5 01' 09/11/98 sP 01/06/06 sP ANCHOR SPACING vs DESIGN PRESSURE UP TO 59.6 PSF UPTO 71,5 PSF NOTES: 01/16/14 sP AND CONNECTION TYPE POURED CONWCTE CONCREW BLOCK POUREOCONCTETE COMMEMBLOCR CONUMON TYPE CONECTWTYPE CONECTIONTYPE CONECRONTYPE SPANS AND LOADS SHOWN IN THIS SCHEDULE ANCHOR TYPE PANEL E.D. A B c D E A B c o E A B D D E A B c ° E ARE FOR DETERMINING ANCHOR SPACING ONLY. 3• 18 : 13_•:•8„-: 13': 13 18 13 10 13 13-, ,16 13 T 13 13 .. N 13 ; 6 13 ... ,.. SVS DESIGN LOADS 6S•SPAt Y •18 13 7 _• 13 : 13 SB i3 8 13, t3 )$ 13 5 .13`.�.13.^•16 -t3 -6 -;•13••x•13 J 1 1114• 16 .3 5 13 13 16 13 6 : 13 19 '74 : 13 4 1s 73 14... 13 4 : 13 : 13 REFER TO SHEET 4, •• 3' 16 t3 6 73 : 13 16 13 7 13 : 13 14 6 5 : e_ to .1d•; 6 s__: 9 to•- 'ALLOWABLE SPAN 1/4'RAWL LOWBOLT(SLEEVE ANCHOR) 88'SPAN Y 15 11 5 13 13 16•,;,11 ;,8 13-• 13.. 12.•;-6.••; 4,•;, 8 j 9•• 72 6 ;•5 N3•� 9 MINIMUM fNBEDMFNT ANO EDGE DISTANCE EXCLUbE5 --^.................. ............... ........ ..... ..._. ...... . ....... 7 IV MIN.EMBEDMENT 1114' 13 : 10 : 4 : 13 :.13 13 10 : 6 : 13 : 13 11 : 5 3 : 7 8 11 : 5 4 • 7 8 STUCCO AND/OR WALL FINISHES. 3' . 14 8 5- 9 : 10 -1A,-:•7, 6. 9 10 71 4 ; 4 5 : 4 12, d 5 5 : 4 !OS'span Y 11..1..5..:.:1..,:.8 9 12 8 = 5 .`.8 9 .1Q.. .4...7.4..'..6..�--4... .10..7.4...,..4..:..5..`.4... 7- 8....'1..;..5.... ....... . .... ............. . ... 11/4' ; 3 : 7 : 4. 7• 8-� 9 -3 3 :,,4 ; 9 3 : 3 : 4 : ASHADED AREAS RE NOT ACCEPTA REPRESENT ANCHOR CONDf7tDNS THAT 3' 4.. .12..;.1...i 5 : 5 4 N BLE. 11..;,.4..,.4...,.5...,--. .............. _ , 123•span Y 10 d._:.4...;.5..x.4....14....A 4 ; g 4 it>;. := .;y.:..: .; :.:;.:...,'.t_`;::..:': #1w B 3 3 4 3 9 : 3 3 4 3 = IT SHALL DF THE RESPONSIBILTRE ITY OF ES F 3' 18..;.13..; 7- 13-; 13 A. t3_.S.$.:..13..;.1?.. 15-. 13..:A... 1�..;......;•##..:11 THE.STRUCTURE TOCONTRACTOR TO WITH STANDUTHEA DTIOAtAL or SPAN 2• •15 : 13 :••6 ••..••• ! 13 13. -i2,•j.12._[.5_.:.12_.:.... .3..:_13..:..5..;..19..:.13-. .....;.1...;,•4..•;.16..7.14. . ADS AND INSURE PROPER ANCHORAGE. — 1114' 14 13 : 5 13 13 10 10 : 4 10 10 12. 72 4 : 12 72 9 9 3 8 8� SHUTTER SYSTEM MAY 8E lN1SAtt INTO WOOD. � ` - 3” 13_• 10 6 13 13 10 ..8...,.5--:.14_.: 10- 11 } 5 5 71.8... .8 ; 4 4 ; 5 ; 6 CONCRETE OR MASONRY. V} 8W SPAN Y 12, „9.- b : t2 12 9 = 7 : 4 9 _ _ _ ..1�_...11...__8...__6.....3 ..8......... . 114'RAWL,2AdAC NAILNN DRIVE 1114' 11 0 4 8 •9 •7.4 3 •: 6 6 7 ; 3 '••3... 7••4••:-5•-- (HAMMERDRNET 11.. ..5..;..`'...:.�...;..6.....8..' 4 4 5 ;..6... .$...::3 4 __: 4 :,3... .7 3 ;_3_; 3 13f8'NpN.EMBEDMENT IN CONCRETE 105•sp3n Y •10".j,-6,., ,4- : 7 7 7 : 4 : 3,, ,5 :,6;„8 : 3 : 3 4 : 3 6 , : 3 : 3 1#14'MIN.EMBEDMENT IN BLOCK 1115 8 4 -••��-�••�-�•• �--� •• �••--- �---- - ............... ... ..... .,... ... 3 6 7 7 : 3 3 4 ...�..•... ..... ......:..... 8 5 8 3 3 4 3 B 3 , 3' 9 8 .:.4...;.Jl..,..3.....7...:_.:..:j.3..1..3..i,3 123•sp3n Y -8..:-3• 3_,.[.d.. .3.....6..i...L.:,3--"3--'- .. .: . .` :.. :. .: :.: :.. ti^, t V4• 8 3 3 ; 4 3 6 ': 3 VARIOUS NERD TYPES 3" 18 13 it t3 13 16•,;-t3--x•7„_.,13 73 48--;•73-- ♦9.•;..13•;•13 •i3•••;.13••;..6 •;•13.•;...... • gg 1�1�1]•1�1�1�1�1111��G�1�1�1�G�'` OWSPAN Y _18 13 B ; 13 13 1%! :.13..:.6..-R.: 13.. ...............8 19-: 9..'..13..:.T3.. .........S...:...... i2-'.t2-• ti 1114' 1s -13 8 113-[•13• •'13 : 13 : 5 19 :^13 1 : 1 6 13' 13 10 10 :••R--.•10•.•1D • 1�111it11tttttiT�tt�� 3 to :.13..;x...:.13...13.. .12..:.e._.:.5.: 12..:.1?.. ?6..:.6.. .�_.;.11..:.??.• .10..:..6..;. ...:.s...;.z... S8'SPAI 2• _18..:_.191?...i.13.: 7.. -6_.'.10—:.1A.. .9...i..4..c..4...t.g...C.B.. I�TtItI�G�1��Y11t�` 1114• 18 : 13 6 : 13 ; 13 10 : 7 4 ; 10 ; 10 14 7 : 5 9 ; 10 B 4 3 5 8 3' ,16..1.8- _• 7 11 13 10•-;-5,,,;,A_;,7 8 15 5 6 7 5 8 3 4 4 3 (MASONRYSCREW5) 105'sp3n 2' 18 7 _ M1O ; 12 8 4 A 9 ;..7...13..7.6...:.5..;..8..:..$...8...,.3..1..3...:..4...:.3... J ........e............................................... ... w 1!4'ItAWLPEttMASEALTAPPER 1114 1A i 7 5 : 9 10 8 4 3 6 6 12 4 4 6.T.,4.- -7 •;•,3,.-t •3 - ` W ELCO PANEL MATER 3' -15„;--5,--;^6 7-,;.5_ 8 : 3 4 4 - 3• O' 111Y MIN.EMBEDMENT IN CONCRETE 123'span 2' 13 6 : 5„-:.6.-' -•-- - ^^•••• ••� -••- w�'.•r _ IX 5 B - 3 3 4 3. 1 tt4'NINN.EMBEDMENT IN BLOCK 1115 12 d 4 : 5 .x.4.••._7 1- ..,. 3 3•• ...,• .- , 3• 16 13 : 72 13 #3 78 : 13 7 13 : 13 78 13 : 70 : 13 13 13 13 :•6 ,•13 _? t3 'n ' Sr SPAN 25— 16 : 13 : 10•7.13,713 -14.7,13-_7,8_ : 13 : 13 16 : 13•:-9••:,13-•: 13- -_12__'•_•12 5 _: 12 12, _ 0 .... ..... .......... .. _ z 2 18 i3 8 19 13 13 : 13 5 : 13 ; 13 16 13 Z 13 13. 10 10 d 10 :10 S' 3” 78 : 137 9_..1.13 .C13.. 12..1.8._.1.§._.i..1?-.1.1?.. .16..:10-? B 13._..13_. 1!4.20x718",iR'Din. 8B"SPAI 2.5• 3,-1,6...:.13•: 13, 11 ,:•B •: 5 11 : 11„ i6 9 1¢„x_1 ,7_.:,12,-7.13•• ,9•.;.,4.,:•,4 : 6 7.6... 5 FnWLOALK-IN 2' 16 13 6 � 13 13 10 � 7 �•�4 �•��1N)•'��10 •16�•�•8��� 5 11 12- B � 4 � 3�•� �5� 6 (MACHINE SCREW ANCH0 y 3' 16 : 10 : 8 : 13 : 13 10 : 6 : 4 : 7 : 8 16 : 8 : 7 : 8, : 3 13.. .13� ................................ . 7f8'MIN.EMBEDMENT 105”span 2,5' 16 '•9 7 13 13 9 4 N 4 -: 8 : 7- 1B•.t 8.•.: ...... 7/8' ,, .-8 •3 :•3^ •:•^4••:^3„• 2” 16 8 S 11 : 7 : 8 7y— . 8 9 d 4 3- 123•span _2.5` 16 8 _' ' 6 8 8 e 9 3 4 3, ...;.. .....r...,.... .. ..;. 3 3 3 � _ _ 5 = a 4 L, h PRODUCT REVISED p s[P eae Rs complying i ith die Florida U / Bui7dleeg Cada 4+ at is e PLVI IDR DOfe O" �j snom `T t 'kVjj}'Vt By 4dOO2 ROBERT S. t{t5 $OU R, PE t u Contra q EB-0006024 m 5 cmr v cho onc,Ittc. 7 A IN C H 0 R SCHEQ ULE 0RLMSIONS9/11/98 ,y 'P 01/06706 sp ANCHOR SPACING VS DESIGN PRESSURE UP TO 81.5 PSF UPTO 91.4 PSF NOTES: 01/16/14 TP AND CONNECTION TYPE pow"E"ONCTIETE COMRIFrEaLOOK POUREDCON=r CONCREMOLOCK CONE07110H TYPE CoNeCW*ITypE CONEMNTYPE CONMION rfPE E D A ANCHORTYPF PANEL SPANS AND LOADS SHOWN IN THIS SCHEDULE --T-8 T C—FO E A E.D. A 8 1_ C 1 -13 0 0 E j _1_ L AIIL FOR DETERMINING ANCHOR SPACING ONLY. 3' is : 10 8 ..i.!A 88"SPAN r li�..... 13 FOR ALLOWABLE SPANS VS. DESIGN LOADS 12 _11 5 3 7 11 6 4 1114- •9•- ._4,--;.12.. .12. .12. ..9--..47 REFER TO SHEET 4. 114-RAWL LOWBOLT(SLEEVE ANCHOR) 68'SPAN 2' •11 4 4 ...... ...... .-:..4•..:. ..... M MINIMUM ENBEOMENT AND EDGE DISTANCE EXCLUbEs 3 5 4 10 3 5 4 1118'MIN,EMBEDMENT 1 U4' • • 3 :_3 4 3 9 3 3 4 STUCCO ANO/OR WALL FINISHES� .......... ...... los,.Ptn 2- ........... T ANCHOR CONDITIONS THAT .......... ..... SHADED AREAS REPRESEN c ARE NOT ACCEPTABLE. • ..... 2 ........... ............ ... IT SHALL BE THE RESPONSIBIL17Y OF THE 114- 31 CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE To WITH SrAND THE ADDITIONAL 68*SPAN 2* 11 7 5 11 ji 8 5 4 7 8... Al. LOADS'AND INSURE PROPER ANCHORAGE 3 7 83..:-.3..:..4..-:.5•' WOOD, 1 114- id W 4 3 6 7 --T---- TSHUTTER SYSTEM MAY BE INTSALL INTO 3-.. .7..:. :...;..3...:.3...}:;-... CONCRETE OR MASONRY. ar SPAN r 9 3 3 3. ... ........3. 1/4'RAWL ZAMAC NAILIN DRIVE —7114' ..3...:..3-- 4 3 3 1 7 3 3 u "MER DRIVE) ...... ...... 7— . ............. 13/8'MIN,EMBEDMENT IN CONCRETE 105'.Pan 2' ............... .......... 1 1W MIN.EMBEDMENT IN BLOCK 1114* ....... .......... %%.... 12T span 114- VARIOUS HEAD TYPES • • •10 16 2- 7 13 • • A...LA 7 Or SPAN :..10 .Af�.:A.:............ ....... 1114- i6"- 10 : 6 13 13 9 6 3 9 9 14 7 6 .9 4 • 3 4 4 4 ii....A... "Y 12 : Y ....... Sr SPAN 2" _14..:..5..:.5-..:.? 3 7 )...:..3 6 .4...i..A ..§...�A... *�...I. _: - .......... .. : 3 4 6 3 1114- 5 4 6 5 7 3" i. _ .. ; . ................ ..... . ... ...................... (MASONRYSCREINS) las'-Pan 114'RAWL PERMA-SEAL TAPPER 1114- m, Lj CL 1/4'ELCOPANELMATES 1112"MIN.EMBEDMENT IN CONCRETE 123".Pan ........ I IM MIN.EMBEDMENT IN BLOCK 1114* 3' 16 11..:.7 5 14 11 16�;.10 ..... . ..... ..... CA . .......... 66*SPAN 3,5- 13 7 13 13 10 7 d _:.73__..13.. .9..:-.4 ...... 7 . ............... JA_j_q... • 13 8 4 3 2• .16 12 9 0 Z, 16 a 5 12 18 7 .......... 1 114-20 x 718,Iw Olk 88*SPAN 6 5 1: 3 RAWLmK-IN �2• is 6 'L.4 8 6 7 3 3 4,- .•3.. .13..•--4.. . 4.. ..6- 3 (=HINE SCREW ANCHOR) z 719MIN.EMBEDME?NUT 105's an 2.5' .......... . 3, ............ ...... 2. 2 c'n PRODUCT REVISED vs complying with tit.Florida BuIldingCodo _ -7/ A=pm"N.15 lEmvi ion 0 2 17 13Y 4 W- t hwo i D uctcon o 90BERT MON�OUR, PE t-1 EB-0006024 zmf em)KORIffs.Inc 7 A N C H O R S C H E Q U L E n71!/ 04/it/98 sP WOOD APPLICATIONS UP TO 59.5PSF UP TO 71.5PSF UPTO81.5PSF UP TO 91.4PSF 01/06/06 sP CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 01/16/14 SP ANCHOR TYPE DIA. SPAN A B C D E A 8 C D E A B C D E A B C' D E 68'BPAN 1413 5 i.13..:.13 12 i 12 : 5 12 c i -' 10'i 10 9 4 Q & c 7 ................._.., ... ; ,.... _.....;...... ......;......_,. .... ..12 10 7 .4. ... BRASS WOOD BUSHING 114.20 88'SPAN 11 B 4 11 11 .9 4 3 6 7 8 : 3 3 4 3 7 : 3 3 105"SPAN .. 9 4 Q 6 7 6 3 3 4 3 1'MIN.PENETRATION 123°SPAN 8- 3 3- •4• •3 - •: �} XXXXXXXXX�XXXXXXXXXXXIi� 68'SPAN 16 : 13 : 6 6 : 13 : 13 12 6 S .. 9 :.. ......-. .. --T- :. tt4" 88'sPhN .td S1 6 13 : 13 12 6 5 8 9 10 4 4+• 6• „4.. ..9 . -•3• ,.4.. .,4_. ..3.. WOOD LAGS JOS"SPAN 12. ..... ................:.....................:......:..................... . i'MINIMUM TREAD PENETRATION 12SPAN • .;..6...:..5...:..8...;..9.....104,- „4„•{.'S...i.Q... ., 1O d 3 5 d tt 1 tt 1tt } 68°SPAN 16 : 13--'--10 _7 13, t,13 16.,: 13,.:. 8.-:.13 t,13.. .18..i. 13 13 13 ..14. .7...:..8..:.._9 ..y_11.. , . 6116” 88'SPAN 16 13 7 7 : 13 ,,13 14. „7 . 10 9 12 5 5 6 5 11 4 6 5 3 WOOD LAGs 109"SPAN 14 : 7 6 9 :-10 12 4 5 6 : 4 Z _ _ MINIMUM TREAD PENETRATION 123"6PAN 12 4 6 6 4 -•• 6WSPAN 16..1.13... .11 13..1.13.. ..?6 .[.13..1..9..i.13•',13..'.16..1.1?...'.a....t3•.: 13 . .18-.r 1" 8 7.... XXXXXXXXXXXXXXXXXXXXXX 318" 88"SPAN 18,•;-13„ 9 „•13_ ; 13 16 6 7 10 12 14 5 8 7 6 13 4 6 5 4 WOOD LAGS 105'SPAN 18 B 1 7 11 12 14 5 6 - -•6•.4••5•- $ P 123'SPAN _ MINIMUM TREAD PENETRATION 13 : 5 : 6 : 6 : 5 •` ': �� �:'.:. :'•, :. � : 68"SPAN 16..;.13..x..12..;.1.3.•;.13.....16 -1,13 ,i 10..:..13..'--13.. .16..,.13.-'--0...;.9.3..;.13.....?6..;_a...; •6...'-..1?...;.13.. & �XXXX}XXXXXXIX}XXXXXXX}N' 7116 88"SPAN •. .•.: ••.. •• 4 . 16 13 9 13 : 13 18 8 8 : 12 : 13 16 6 7 8 .. 14 5 6 6 4- ............ WOOD LAGS 105-SPAN 16 •9• •B• .�z. •13• 76• -5• __..8• ........... ..... .. .. ... .: .. ... ... 1"MINIMUM TREAD PENETRATIO 7 123"SPAN 15 5 7 6 66"3PAN 16 : 13 8_ 13 :_S3 15 : i3 : 6 13• 4 13_ ,1q 9 8 ' 13 : 13 12 6 'S 6 +r9 �rttxXtXiXtXtXxXttu� 114" aa"SPAN 14 ; 11 ; 6 ; 13 13 12 6 5 6 0 10 4 4 6 4tj 105" 114'ELOO PANEL MATES SPAN • "�. 12 6 5 S 1 7/8"MIN.THREAD PENETRATION 123"SPAN 10 4 3 5 4 '- 1 t XX 1�X 68"SPAN 16 13 : 6 t 13 13 i5 y 13 6 t 13 i3_ 14 9 6 •13 13 12 6 5 ,8 9 Xx�XXtXtXt t X X i la 114" W SP7 ......:.......:......:............. ....... . .. .. S4 11 8 13 13 12 6 5 6 9 .90 . 4 d 5 . 8. 3 3.. 1/4'ELCO PANEL MATES 105"SPAN 12 6 : 5 B 9 10 4 I 4 5 4 - L7 ......:..............:............... .. ... .. .... ... ....:: 4 4 4 1718"MIN.THREAD PENETRATION 123"SPAN i0 i 4 3 t 5 d °• n VERIOUs HEADTYPES a 16 13• 8 13 : 13 15 13 6 : 13, : 93 14 ,9 6. 13 13_ 1265• •69 tttttttttttlttttlttttttttltlit�- is it....s............ ... ....:......:.. .. ..;.. ... .. .., 8 90 �i 45 4 9 3 4 d 3;., ...:.. ..i. ..... ...,.,,..... Lj114"'MASONRYSCREWS 114" 12 6 1 5 8 9 10 4 4 5 [ 4.• • .:., �1718"MIN.THREAD PENETRATION 10 4 3 5 4 �.y i a � NOTES: `u o W o z SPANS AND LOADS SHOWN IN THIS SCHEDULE u °, ARE FOR DETERMINING ANCHOR SPACING ONLY. a H h FOR ALLOWABLE SPANS VS. OESIGN.LOADS r7 REFER TO SHEET 4, a H ANCHORING T WOOD, THE WOOD MUST BE rn� - A MINIMUM 2 X 4£OVAL TO 12 SOUTHERN PINE 0.55 SP£CIAC GRAVY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONmToAfs THAT q PROSyUCTREVLSRO SCP JRO RSN ARE NOT ACCEPTABLE. as complyingwith the Flmdd. U IT SHALL BE THE RESPONSIBILITY OF THE n, r AmmmeeNo 0-7/* or io sa CONTRACTOR TO VERIFY THE SOUNDNESS OF ITUr"/ �IiN onl?mo��f //'7' IQsaOWN THE STRUCTURE TO WITH STAND THE AD01710NAL _L�Ji>�' CO LOADS AND INSURE PROPER ANCHORAGE. I „ SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, ROBERT'S, j�fONSOUR, PE MSL CONCRETE OR MASONRY. EB— usLConaol y .�O 06024 , - 41MM1i fit{Gt1VLE4IRG,PIG 7