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Home My WebLink AboutProduct Approval /7 JUL 2 ? 2911 i • PE 5ft!T-iNo MIAM[•DADE z�iF f- MIAMI-DADE COUN'T'Y 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.eov/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 tight 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 Shutter inum APPROV mpac AlumStorm 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 othe 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 T�4f_� lmy A.Makar,P.E.,M.S. MIAMbDADE COUNTY � NOA No.15-0714.22 � ICxpiration Date: 10/22/2017 Approval Date: 10/1512015 1 Q I/$"�2alS Page 1 Shutter Tech;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS See NOA 01-0718.09 B. TESTS See NOA 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 NDA #04-0621.01 is issued to revise NOA #02-0312.08 and correct the number ofsheets 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. Ift4my 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 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"' anel", sheets I 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 01112106. 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 r 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 914-0127.03 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.C.,M.S. Product Control Section Supervisor NOA No.15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E-3 r ' . Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED 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 September 29, 2015, signed&sealed by Robert Monsow, 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, 2014 Edition compliance letter prepared by Ramms Engineering, Inc., dated June 26, 2015, signed&sealed by Robert Monsour, P.E. 110thy A.Makar,P.E.,M.S. Product ControI"Section Supervisor NOA No.15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E-4 2 1/4`' .050 ALUM_ ' 2 3!8• COMPLIES VV1TN: Rens'oxs Or 2 3/8" �5 13/16' FLORIDA BUILDING CODE FIFTH EDITION (2014) (NVH.Z.) �11 09/11/98 SP TESTED TO TA201, TA202 AND rA20J [H.V.H.Z.] 01/06/06 SP 090 Q ap M L7ESIGN CRtTERtA: � 01/16/14 SP 09/29/15 SP ro rH HJ ' A,- WIND LOADS Ttl BE CALCULATED AS P£R ASCE 7-10 2J NNO INCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF THIS PRODUCT 8 1 D9 a GENERAL NOTES: 2 @r 2�) iL ALL ALttLt1NVM EXTRUSIONS TO 8E ALLOY 6063-T6 OR EQUAL MtU 2 STORM PANELS SHALL BE: 0 7/16^-I• 5-t P 3/8'- T P LD$0 5052 H-32 ALUA41NUAd OR COUAL �nL ;*,5 - SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2" y (J C`ii t� N L2H N L1H THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, tAAttt------ 5 AA1i^^^ fl a 04JA cu 041 N i "MtN. 1 8'MtN. ` GOROAtJG£TO THE 0£TA71£D SPECtf7CATiDNS HEREIN. PU7 BARl:J FAr 11 24 32 (ql (� PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION 1 +✓ lJ j 2• 1 1/2' ANCHORAGE OF THE SHUTTER SYSTEM 70 CONCRETE OR MASONRY SHALL CONSIST OF VARIOUS TYPES OF F-TRACK NOT SHOWN THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN G1d y 1/4'DIA RAWL LOK/800 ANCHOR(SLEEVED OR"ANCHOR) j 1 '� MIN. TENSILE 1190 - MIN. SHEAR 1520 - I I/R-MIN. EMBED. IN CONCRETE }—� MIN. TENStL£ 1200-MIN. SHEAR 1270- 1 1/8"MIN. EMBED. IN MASONRY I I 1/4-20 RAWL CALK-114 ANCHOR(MACHINE SCREW ANCHOR) WITH I/4-20 BOLT5 125 D'-J 4" MIN. TENSILE 1870 -MIN. SHEAR 17JO - 7/8'MIN. EMBED. IN CONCRETE VAROUS DEGREE MIN, TENSILE BBD- MIN. SHEAR IJ40- 7/8'MIN. EMBED. 1N MASONRY $ CORNER PAM F1--/" VAR/f5RETURN r 1/4"PERMA-SEAL TAPPER 8Y RAWL (MASONRY SCREWS VARIOUS HEAD TYPESoso . _ LJH MINTENSILE 1520 -MIN. SHEAR 1980- 1 1/2'MEN. EMBED. IN CONCRETE Z: cMIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4'MIN, EMBED. IN MASONRY1/4"2AMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES)MIN. TENSILE 980 - M1N SHEAR 1400 - 1 J/B"MIN, EMBED. IN CONCRETEMIN. r£NSILE 7JO - MIN.SHEAR IJ20 - 1 1/4'MIN, EMBED. IN MASONRY 12 " .060 MIN. •� ,D6Q MML ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4' STEEL LAGS OR LAROER T] 13 t WITH !'MIN. THREAD PENETRATION 1/4-20 BRASS WOOD BUSHINGS OR 1 112' 8LOCKtNG i 1/4"ELCO PANEL MATES WITH ! 7/B"MIN. THREAD PENETRAAON REFER TO SHEETS 5,6& 7 OF 7 FOR ANCHOR SPACING AND MINIMUM CUBEOMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Y t STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. 4 718.1 3/32• 3 7/32• 1 3/3 ' VARIES n S'L'x uu EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING n CORNER PAN SHUTTER TECH,INC, HIALEAH.FL " 'OADE COUNTY PRODUCT CONTROL APPROVED 17 WARNING TO OWNER OR TENANT LOCATED 1N EACH HEADER OR ONE PANEL OF EACH OPENWG, .DSD LaR 18 'M LJH STATING "STORM PANELS WxL NOT GFFER HURRIGINE PROTECTION UNLESS ALL REINFORaw STRAPS tlR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED i MIN. PERMANENT FASTENER COMPONCNTS, EMBEDDED ANCHOR BOLTS THREADED CONES q OR METAL SHIELDS, NOT IN USE MUST BE PROTECTED AGAINST CORROSION, SPECIAL NET PANEL SECTION CONTAMINATION AND DAMAGE AT ALL RMF o W 1 2 1 a•Ea o R r 6�t 7! 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 3/32. 7/0' m �Urn::34 ALL STUDSJ/B-(Orf:) A STUD MAY BE INTALLED ALL APPLICATIONSANGt£5 57Up0E0 114IN REVERSE OIRECTIpN OKtDOES SIVDOEO❑ SHORTER LEG ONLY TYPICAL1f+-2[t x s/+ "'• r/e• IZ IAwuss STEEL y� 20 �' KNURLED STUDS (,1 12 tj?'O.G REPER M APPLIrAWAIS ON SNEEIS 2!J PRODUCT RRVISIRD + ANCHOR MDUNING HOLES LOCATED ON m eolnplyingw9h the Florida .! $£P JR8 RSM MOUNDNG HOLES 12 1/2"O.C. 3/4' Building Code z r--i EITHER HORIZONTAL OR VERTICAL LEG, AeceplanoeNo pY—Iry�'l E7tpi ton UatC D ('7 Q Ot t0 8 CROSS SECTIONS 114--µ�x�'—I( 11 10 is AND Ts + ; A�� BY c, $18002 Y� h{jOnL3 S?R Loduci CatitY4! �y 9FT. Q STUDDED ANGLE DETAIL Q 1 ROBERT S, ONSOUR, PE 1/8'x 1 1/2'FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE EMBs 0006024 7 tt xEADtR or SILL MAI' %N PWACr-STORM PANEL RLLISIONS DY -•a. SEF ANCHOR SCNFOtJC£ 09/11/98 SP NOTE7�f; CONNECTION TYPE"B" _ 71 70 or HEADER or SILL }0 46 or 19 01/12/06 SP .5'00 .... ,. NOTEL*;.. ry. EO HEADER or SILL 01/16/14 sP ED 2 5F£ANCHOR SCHEDULE HEADER or SILL } CONNECTION TYPE "C" • '��••�� SEE ANCHOR SCHEDULE ' "" ' CONNECTION TYPE"A" ',•,}FOS, EO '.:'. •t'MRN. �^-HEADER or Stit 'T DETAIL 1 DETAIL 3 CON EC#IONSTYPE'c" DETAIL 2 DETAIL 4 HORIZONTAL INSTALLATION VERTICAL INSTALLATION tO ti HEADER or sat ELEVATION ELEVATION Q) 16 OR 19 FLANGE AtIY BE REVER5f0 ORO MAY BE BISTAttEO IN REVERSE 0111=710M ,,Ly� CONTINUOUS BLOCKING NOTE,,:Y!.•.- Il f 6 OR t 9 J/16 ANGLE - ., :, SEE ANCHOR SCHEDULE •`; ED 1/4-70 THRU BOLT 1' '•'.'' CONNECTION TYPE A' W/LOCK NOr W ac. Batr£a raETH£R xOr E.p' •e 1/1-20 7HRU BOLT W/LOCK NUT 6`D..0 -� E•.O.:: ••.9, EO • USED AS HEADER OR SILL ED TO £0nd y 3 O O7 10 OR 11 ••-• —{„I'MTN ,,M,,% 11 OR OTHER HEADER or SILL •••• %... EiO.• :' REFER TO HEAT ER orCSILL FOR HEADER or SILL NOTE* ,,i_ f0 SEE ANCHOR SCHEDULE ,1 PROPER CONN£C7K}N TYPE NOTE:7[•^: CONNECTION TYPE 'D" NOTE:7!' SEE ANCHOR SCHEDULE SEE ANCSCHEDULE" f CONNECTION TYPE "E" _ CONNECTIO710 N TYPEYPE "0" V VRoxsszES BLOCKING AARDETAIL 8 DETAIL 6 s DETAIL 5 DETAIL 7 " HGDCR or Slit r '+E+D• E'0' •,. I` .- 10OR 11 MAY BE INSTALLED IN REVERSE DIRECTION SCE ANCHOR SCHEDULE_ Q, 5Ff ANCHOR 5Cx£atnE ,AS IN DETAIL 6 _ q ,Spp d_ o CONNECTION TYPE "0" C3m CONNECTION TYPE"8" ��-. '•• 'i t ONTINUOUS BLOCKING OPCNR•C 1 16 pR 79 J/16 ANGLE a, 2 OR OTHER HEADER or SILL 1 +. N REFER TO THAT APPUCAlION FOR BOLTED TOGETHER W11H 2 J/A• 16 OR 19 CONTINUOUS BLOCKING PROPER CONNECTION TYPE 1/I-20 THRU BOLT W/LOCK NUr 6-D.C. E,D„ •. USED AS HEADER OR SILL F + :•' '--• 9'u4mum 14-20 TOGETHER WITH ,. a ..• _ ,,.-- 1/d-20 THRD VOLT W/LOCK NUT 17'O.C. ' t 5 CONTINUOUS BLOCKING -`• "' f •:NDIE.*_: .:.••::.NOtEi* coNrixuOUs BLotaxc r3 _ 2 PIECES fAST£N TOGETHER WON •. :?; 16 OR f 9 J/16 ANGLE o. •jr o 164 RNFTS OR 18 TECK SCREWS 12'O.C. ;.`•,•' ^y DESTRUCTION •T' ':•' 14- 65.7 f6 OR t9 CONTINUOUS BLOCKING 7 5/6"LUX. '. -: 1/4-20 MASHINE SCREW ANCHOR a =T''= RAWL CALX-IN j WJTH SIDEWALK BOLT N J`O.C. W/7/$'MIN. EMBEDMENT /�••--•- »----» 1/r-20 r 3/A KNURLED STUDS DETAIL 9 a =-- ''' ' 3"LAIN.•EDOE DISTANCE WITH WASHERED W NGNUl3 17 1/1'O.C.(TYP.) Lj PSF MAXIMUM '':.•'£:Q L'Q••• STORUPANEt a W PQUkEO'CONCRETE ONLY aur BE MOUNTED YERTKALLY MAXIMUM PANEL HEICHT,74"- :%---• .'• - OR rralnmxrutY �y r DETAIL 10 DETAIL 11 IGC RETURN PAN,ANritt TUBE OR WOOD 0��' L� o �.':. uUSl BE USED pN ALL BWLD OU/,CONOIhONS r F 0 ?:'-•,a 10 aosE OF teas Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR u •'•::.• TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH < �•t v RETURN PAN WANGLE STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. a FLOOR PLUS ANO wCHRNE• 1 A vARaDs SUES "FOR SF Dolt-fXtEN'OwG WALL SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE, � 3 '•�:^- SCREW ANCHOR 12"aC // MASONRY 1/8 X I Tj1 MT 8AR $tLt •+ 7tO0R PtLIG AND MItHtN£ ' 0. S 5 rtrmen WTnr wINGNurs ,;; SCRtW ANtuaR 12-o.0 1 WHEN ANCHORING TO WOOD, THE WOOD MOST BE a 77:772 SOUTHERN PINE A MINIMUM 2 X 4 EOUAL _ ..., tu D WITH 0.55 SPECIFIC GRAVITY ....8-. _..,,...,-. nAt STORM PANEL{M.) - 1 :2171 \ AND STRUCTURALLY PART OF THE FRAMING STRUCTURE # SLOT1ro AioumAN•c mE wY BE usco \ OR SUCURELY ATTACHED TO FRAMING STRUCTURE 1 IN CENTER WEB Or PAREL,TLP.JOR ALi HEADER ON TOP SPECIAL PANEL CONROURAHON u4Y IB SPEcm PAN APPUATKVIS• SILL ON BOTTOM MAXIMUM GAP BETWEEN STROM PANEL 8E NECOFO FOR TNAPPED WIDTHA AND D.L.O-STALL NOT EXCEED 1/1" SEP JR8 RSM PANELS uAY BE ApOED TO WlIN A AS HEWED FROM FRONT VIEW PRDDOCT R6VLSBD (� w%IMLN1 ADD-ON F J"FASTENED TO / 1/A-10 K J/1 KNURLED STUDS = AANE{8Y THC USlPOf J6A POP RN£TS i WIN WASNERrG Wtwma(TIP.)� W complying With Tho Florida i 3/16 iOBULAR RNETS R 10-24 ......................... „ ........... ........... IRU DOLTS 16'O.C. . .................. ...................� .....,r• Uifdng Codo q OL to 88 _ ••••••• '• •••• ••• ••• !A;c��pl.-C.N6 J-D? 22ACLOSER PAN ASSEMBLY S. i 7Dh l7ato OWN CORNlR PAN ,.,,._._...._. ..._............... ....... ................................... ... .__...___..._-- ___...__,..•.,.... A,I) G} tI2 1T ANGLCwY VARY I j/ ��/I� Y i-]O EOl7 CL R PAN ttwDtC�-- 4i-'---"- PLAN VIEWS A=a"T Oe"wwnou ° Old OetCO I __•.__,..__-,».__... oxr TACH xar ROBERT S MO 1UR, PE 2 - PANEL lnrtwEo Ar eorrou TAIL 1 ro PASS DYER sr D ANO EB-000P024 m LWNGNUT IM SILL(EACH SME) Pp fM1S ftic"flin ING,VIC. I14-20 FLOOR PLUG W7Tx NOTE: REVISIONS I/Y MACHINE SCREW ANCHOR 1/4'PANEL MAr£SCREW WITH 14-20 STUD HEAD _ 09/SIONS SP HEADER OR SILL WITH WASHERED WINGNUT NOTE:* CONCRETE OR MASONRY. ______ HEADER SILL 01/32/06 SP ' CONNECTION TYPE:" '• '1 NOTE: -"WOOD, CONCRETE OR MASONRY @OR@— a,-;rCT514NECT10N TYPE'A" 01/16/14 SP THE METALTECH STORM PANEL MAY BE INSTALLED wirH0U7 1 •• O" CONNECTION TYPE "A" n '• THE USE OF AN EXTRUDED HEADER OR SRL. 'L ..L. j THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE j j PANEL SECURED WITH - REFER 70 DEFECTION I STRUCTURE WITH THE USE OF ONE OR A COMBINATION REFfR TO DEFECTION WASHERED WINGNUTS CHART 1 OF DETAIL IJ SRT i[ CUSS NOTE: '�-- ,_� CUSS STUCCO FINISH �-•�' '! STORM PANEL {+ ! STORM PANEL O E. (J I = REFER TO OCH �IIi GLASS 1 rr��(D CONNECTION YP \ i2l�l'AI L- i 0 NE TION TYPE A" 57dAAt PANEL v�'.;,;•IJ47T,: ' 7/4-20 fL00 PLUG WITH 1/4 "PANEL MATE WITH MACHINE SCREW HEAD @04 CONNECTIOH•iYPE'A" _� 4 1/4-20 BRAWOOD BUSHING HEADER OR SILL INTO WOOD HEADER q OSCtDEWALK BOLT SSW17pI2r;:51L1CCG7 1N5TRLLATI0N S WOOD, CONCRETE OR MASONRY () " DETAIL 14 C• t NOTF,,•.•fk`•.•ti?•%:"'i.D:- J HEgO£R of SILL HEADER or SRL NOTE: '• xEADER of SILL ;z.i .• NOTE:7�' •b.. 1p-ID 110"SM)JOU ,'.f•• id ssu�wnsL SEE ANCHOR SCHEDULE f E E'b'�"•'Ia•• CONNECTION TYPE "A" _ MIS UAIUM Raa+CAP SEE ANCHOR SCHEDULE CONNECTION TYPE "C" E•a+•.= ,•,eco •:� •. SEE ANCHOR SCHEDULE r.. ., 1 SEE ANCHOR SCHEDULE -�:• •.•• 1Ta-lo MIS lteoR dtlle CONNECTION TYPE "8" (� CONNECTION TYPE "A" '�i '�'�NOTk�`*� - fj ' HESDER a Sett SEE ANCHOR SCHEDULE 5/L'Sim"11 tux. DETAIL f 5 DETAIL 16 DETAIL t T CONNECTION TYPE 'C" NOTE:Iq 5 AND Zt NGOCR ar SRL a DETAIL 18 DETAIL 19 DETAIL 20 In � s J K O � U 9 10 nI 1 t HEADER or SILL NOTE:* a E Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORu L $ F TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH a a STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY DE INTSALL INTO WOOD, CONCRETE, a: ; X xd al` SCREWED OR BOLTED l LOCK WITH MASONRY, 2 I/s-ao THRD BDLr w/tocK xur r2'D.r. 4 WHEN ANCHORING TO WOOD. THE WOOD MUST BE Y i CONITA"S BLOCKING A MINIMUM 2.k 4 EQUAL TO 12 SOUTHERN PINE a 16 DR 19 114ANGLEWITH 0.55 SPECIFIC CRAWTY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE 1/4-20 MASHINE SCREW ANCHOR OR SUCURELY ATTACHED TO FRAMING STRUCTURE W {4• Q "" RAWL CALK-IN/WITH SIDEWALK BOLT S :�;;'`: 'tp14TE:7t• J"D.C. W/7/8'MIN, EMBEDMENT PRODUCTREVISBD � SEP .rRa RSLI ' 3"MIK EDGE DISTANCE , L L/ n+en-nPiYInB Irrth the Ronda DWpvrl/1 JlV v POURED CONCRETE ONLY ^ Building CoN b U"� Ae«PlanceNo LOU,?2 L.s aI is 7 //�� ( avi tionDato 2017 Q SHOWN 59.5 PSF MAXIMUM J PANEL HEIGHT 709" MAXIMUM VYr 8Y saoo2 1Nirmll ed uc Con DETAIL 21 "USTA8LE HEADER ON SILL ROBERT¢..MONS UR, PE O 3 EBBS 0406024 7 REVISIONS I BY THE SHUTTER TECH STORM PANELS.MAY BE INSTALLED WITH OR WITHOUT THE .050 ALUMINUM MAXIMUM IMPACT' STORM PANEL 09/11/98 Isp HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 01/16/14 SP ' 123"MAX. PANEL HEIGHT 123"MAX. PANEL HEIGHT NONE PANEL STRAP O PANEL STRAP LOCATED MIDSPAN IS REOUIRED k Q3 PANEL DEFLECTION CHART PANEL DEFLECTION CHART WITH HORIZONTAL STRAP WITHOUT HORIZONTAL STRAP m PANEL HEIGHT O=66" —68'-96' m,96'-17J' PANEL HEIGHT D'-107" over 1071-123• U N °z ° WALL MOUNT 7. 13 16 3 3/16" WALL MOUNT 2 KB;" 3 5/8" 4" a 1z INSIDE MOUNT 2 13/16" 3 J116"INSIDE MOUNT 2 / 3 5/8" 4" u FRONT NEW SIDE VIEW BUILD OUT 2 5/8" J 5/8" 4" FRONT VIEW SIDE VIEW BUILD OUT 2 13/16" 3 3/16" Z MINIMUM DISTANCE BETWEEN GLASS AND PANEL MINIMUM DISTANCE BETWEEN GLASS AND PANEL .050 ALUM HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION HORIZONTAL BRACE STRAP DESIGN PRESSURE PANEL SPAN DETAIL 13 ON SHEET J DETAIL 3,4,4 B DETAIL I ON SHEET 2 DETAILS 5,7,9,f0 AND 11 DETAIL 1 ON SHEET 2 1/4-20 STUD ON SHEET 2 DETAIL 1S ON SHEET 3 ON SHEET 2 OfTAIL 16 ON SHEET J S 44.40 123 WITH WINGNUT r.7/8'(lYP.) NG DER NU DER NEWER 47.81 120„ 72 1/2"O.C. „ 1/8-X 51.23 1 1 7 • FIAT ALUMINUM BAR SIDE VIEW FRONT VIEW 3 58.06 112 °R 61.47 110" DETAIL 'E" 3 a a o 66.85 106" � 71.46 102" s 9 N a IN D L 75.30 97" GLASS '" Gun GLASS O :1! i 81.45 90" v MAXIMUM GAP BETWEEN PANEL 501 SILL i 86.83 84"- AND HEADER IS 1/4'(TYP.) SILL W DETAIL 'F" s „ DETAILS J,4 AND B DETAILS 5,7,9,10 AND 11 DETAIL 4 ON SHEET 2 m I _ 91.44 80 DETAIL 1J ON SHEET J ONTSHEET 2&B ON SHEET 2 ON SHEET 2 0 u �. WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT i; E-- _ ANCHORING PANEL ANCHORING PANEL E-- WIN MDR.AND SILL R77H HOP AND SILL WIM,MDR.AND SILL CUrn::34 W AM C',cD (� TOP D 8OR SIL RW k GOTOED OU HD �ANNOR.OR NE WINE STUDDED NOR/SnL TYPICAL SECTION VIEWS FASTENER MUST BE 1N MORROW PORTION OF KEY HOLE U MOUNTING HOLE MAY ALSO BE A 9/16'DIA. CIRCLE DETAIL 'G" °— 1wcompCTR6VISGD 0 sE ✓R8 m complylo8 o'ith the Florida U BuildingCada 07IQ-•Z'L 4+ of 10 99 / Aecepl9nco NolS� p I� L E"i tion Date I7 V I�J SHOWN By C.] 99002 HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH I MWmbac ccLCon"I o EITHER HORIZONTALLY OF VERTICALLY ROBERT S.' M NSOUR, PE 46024 HEADER AND SILL m EXPLODED ASSEMBLY 'EBT— eRrs EncingeetnG,me 7 :r A N C H O R S C H E 0 U L E REVISIONS B4- 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 CONCTFTE CONCREMBLOCK POUREOCONCTETE CONCRETE BLOCK CONECTIONTYPE CONECTIONTYPE CONECTIONTYPE CONECTIONTYPE SPANS AND LOADS SHOWN IN THIS SCHEDULE ANCHOR TYPE PANEL E.D. A 8 C D E A B C D E A B C D E A B C D E ONLY. • 3' 16 13-, 8„ -13': 13 16 13 10 13 13_ ,16 13, 7 13 13 18 13 ; B 13 13, NS VS DESIGN LOADS ..... .........°... t-... . .. DETERMINING _ 68'SPAN 2• 16 13 7 13 13 16 13 8 ;,13, 13 16 •'13••, 8•;13`;•13•••76••;18•..6 •; 13••x•'13 1114• .16 13•- 5.. 13-• 13....16..:.13..;..s...:.1s.,..13 '14•• 13•• 4..:.13- 13•- -74--:•13•;••4••:•13••:•13•- REFER LTOWS EET ABLE 4.A 3' 16 13•,:,6 13 13 16 13 7 13 13-- ,14, 6 ; 5 8 10 _14,,,••6, 6 9 10 1I4'RAWL LOK/BOLT(SLEEVE ANCHOR) -SPAN 2' 16„;,11,,;-5• -13 13 15•;,11 ;,6•,;,13 13 12,,;•8 ;, 4 8 9 12 6 5 8 9 ANDEDGEDISTANCE EXCLUDES ; '13..;.13....13 10 ; 5 : '13.:..13.. .7.. 5 .;.3..;..7..:..8.-. .71....5..;..4...;..7...:.8... 1118"MIN.EMBEDMENT 11/4' 13 10 : 4 STUCCO AND/OR WALL FINISHES. D 3' - 14 6 5 9 10 14 7 6 ,:••9 10 11 4 4 5 4 12 ;_4 :-5-4-5 4 105'npan Y 12 6 ;-.4 ;-B 912 6 5 8 ;•,8„ 10 ; 4 4 5 4 .. 4 4 . 5 4HADED AREAS NT ANCHOR CONDITIONS THAT 1114' •11 : 5 3 I .7••:-8 •11 •5-•;•4•••'-•7••: 8 9 : 3 3. 4 f 9 8••:•-3••: 4-•I.'••• ARE NOT ACCEPTABLE. 3• .11..;..4...;.4 5...;.5...:.4....1?..;.4........ ...........4... ......:......:..::. 5_: 123'apnn Y 10..:..4.....4...:.5 4 .10..:.4... .3 ':.A. SHALL BE 1114' B 3 3 4 3 9 3 IT CONTRACTOR TOEVERIFY THE RESPONSIBILITY SOUNON£SS OF Z 3 73 11 11 _•__5 11 11_ = 3' 18 13, ;-7 13 13 ,13•,• 13 6,,:•,13-,;,13-- ,15,,;-13,:.-6,.;-1---,I,,,,•, THE STRUCTURE TO WITH STAND THE — B8•SPAN 2• 15 13 B : 13 : 13 12 12 5 12 12 13 13 5 13 •_13 10• 10_; 4 ;•10..:.10, LOADS AND INSURE PROPER ANCHORAGE. k 1114* 14 ; 13 5 13 13 10 10 4 10 10 12 12 4 12 12 8 9 3 9 9 SHUTTER SYSTEM MAY BE 1NTSALC INTO W000, d ` 3' 13 10 6 13 ': 13 10 8 5 10 10 i t ; 5 5 ; 7 8 6 4 d 5 ; 6 CONCRETE OR MASONRY. g 8WSPAN 2' .1z .9..;..5..:.7ti .1z'...-8...,..7......4..:;.9 .8-. .10..;.8..;.4..:.x..:..7.. .�..;.3...,.-3.-).-5..:..5.. e ...... . . ..... .... ... ... .... . 1/4'RAWL TAMAC NAILW DRIVE 11/4' 11. 8 4 11 11.....8••.••8..:•3 8 8 9 4 3 ....E -.••6.. .7......3.....3.....4.....5•• (HAMMER DRIVE) 3" 11 S ;.5 ;,7,•:, B 8 • 4 ;,4„:••5„;,,6.-. .9 ;.3 4 4 —3.. 7 _ 3- 1318"MdN.EMBEDMENT IN CONCRETE 105'span Y 10 5,,; 4 7 7 7 4 : 3,• ,,5• : 8 . 8 • 3 .. : 4 . 3 6 : 3 : 3 .. 3...:-3..:..4..:..3.-.s.. :.3..: .... 3 4 ...5.. ..6..-. .......,. .. 11/4'MN.EMBEDMENT IN BLOCK 1114° •8 .:.4 :.-3•-:��8•��:-7-- -�7••:•�3 - : .. .. 8 3' 9 3 ..4...,.4- 3 7 ..3..:.-3..,..3... ...:..::.:.. .:....:. .. 123*ppm 2' 8 .................4-. .3.....6...;...:.::•3• 3 - ... ... .:- .: ... . 1114• 8 3 3 4 3 8 '•3-• VARIOUS HEAD TYPES .3^ 18 13 11 13 13,,,-18•,;-13•-;-7. i13 ;•13•• •18•-;................ 13 • .'• •13, ;•13•;••8••;•13••;•13•• tllilllltitltltltgltitititltl�` 88'SPAN Y 16 : 13 I B _: 13 : 18 14 : 18 : 6 : 13-•: 13 16 : 13 __B _: 13 :_13_ 12 : 12 ; 5 : 12 : 12- 11/4° 1x 130 13 :13 13 : 13 5 13 13 16 13 8 :•13' 13 10 10 4 70 10 ItiZl�ttlilltltTlltl� 3 16 : 13 : 9 .:.13..:X3.. .1?..:.9...:.5...: ?..:.12.. .]8 B..;.7.. 11..:.t?.. .10...:..6..:..4 88'SPAN 2' 16 13 : 7...:.13..:�3.. .>11..:.B--: 4..: 11 11 16 :.7..:-6....... -11.. .9..:..4..:..4. .;.6...:..0... 1114' 1x•' 13 B 13 13 10 7 4 10 : 10 14 7 8 9 70 8 4 3 5 6 3" 16 B 7 11 13 10 5 4 7 8 16 4 3 (MASONRYSCREWS) 10S.pan 2” : 10 ; 12 9 : ci 4 4 6 7 13 5--�•5• :--6••: •5 •9 :•3••;••3_••.•.4...:.3.. - 174'RAWLPERMASEALTAPPER 1114' 14 7 5 -- ••••••••••••••• •.•••••••. 8 10 8 4 3 6 6 12 4 4 5 4 7 3 :•3••• 114'ELCO PANEL MATES 3' 15 : 5 : 6 : 7, 5•• 6 3 : 4 4 O' 1 1R'MW.EMBEDMENT IN CONCRETE 123'span 2' 13„ 6 5 6 :__3 :_4 3 _ - .. 1114'MW.EMBEDMENT IN BLOCK 1114' 12 A 4 }•�,••'•:' 3 3 •• 3' LJ 16 13 : 12 : 73 : 13 76 : 13 : 7 : 13 :13 •18•...t3...10 :•13•,•13• •13_•,'•13•_•:••6 _' 13 13 s8"SPAN 2.5'' 16 13 10 113,j 13„ ,14 : 13 6 : 13 13.. 16 13 9 13 . 13 12 :•12 :•.5_. :•12 •1$•• ug 2' 16 13 8 : 18 13 13 13 5 19 18 13 7 1J : 13. 10 10 4 10 10 3” 18 : 13 : 9 : 13 : 13 12 : 9 : 5 : 12 : 12 18 : 10 : B : 13 : 13 10 : 5 : 4• : 6 ;.7 1!4.20x718".lIr DO, 88"SPAN 2.5' 18 ;,73B,.-:-13, 1311 .,8,,,.,5 ,,11,, ,1116 9 7 12 . 13• •9 ••:•4•-:••4••:--8•••: 6-• < F ...... ...:....... .................................. RAWLCALK-IN 2' 18 13 6 13 19 10 7 4 10 10 16 B 5 {7 12 B 4 ; 3 5•• •6••- O (MACHWE SCREW ANCHOR) 3' 16 : 10 : 8 : 13 : : B . 3 B : 3 : . : 4 : 3 0 .. .._.....................-............................... ..7.. .18.-...6..._. -.;..x..:..3.. ..3...,.3..:..3..:..d.-...3... U 7/8'MIN.EMBEDMENT 105•span 2.5 16 9 7 13 ,13, 9 4 ' 2' 16 B 5 11 13 8 4 3 5 8 14 5 4•x•7••:•-3 ••7•.• ••3••'.•3•••'•3... LA ., ,. - 123"span 2.S 16 6 ; 3 .. ". - -. 6 - S 8 8 3 ..:.. ' 2 _ V PRODUCP O RBVISL•D •tae ns complying Keith We Clmida V Building Coda / Aceapl8nce No -D7/ .- - 0 01 io se Expi IG ""'10,1 O” U SHOWN By 9E7 ROBERT SI hid ��Om . PE Cnntro O EB-0006024 m 5 P IMT ENGINEEIIING,INC, 7 A N C H O R S C H E Q U L EREVISIONS 8Y 09/11/96 SP 01/06/06 sP ANCHOR SPACING VS DESIGN PRESSURE UP TO 01.5 PSF UPTO 91.4 PSF NOTES: 01/16/14 sP AND CONNECTION TYPE POURROCONCTEM CONLRETEMOCK PouReD eowyme CONCRETEBIOCK CONECnoN TYPE CONECNONTYPE CONECTIONTYPE CONECWNTYPE ANCHOR TYPE PANEL E.D. A B C D E A B C D E A e c D E A 'e c D E SPANS AND LOADS SHOWN IN THIS SCHEDULE 3' 16 10 6 13 13 16 t0 7 : 13 13 13 :-7,.;.,5, ; 9 7t, 73 ;,,7,,;._6 9 11 ARE FOR DETERMINING ANCHOR SPACING ONLY. -. .. ...... 66'SPAN r 1a 9 5 ...... 13 14 9 6 i3 t3 1z s q i,.6_ a-__ 12;1.-6-,_5,.;.. ..,`,jo FOR ALLOWABLE SPANS V5. DESIGN LOADS 12 : 12 12 9 4 : 12 :•12 '11 53`-'• -ii • :-7•: 9• REFER TO SHEET 4. 5 11 3 4 _:_5 3 11 4 _:_5 5 3 3' 12.. ..4...;. ...;.8...;.§.. .� ..;.5..-;.,§......6......... ......:.....:. 1/4•RAWL LOKIBOLT(SLEEVE ANCHOR) 88'SPAN 2• ,11 4 4 5 4 11 4 4 5 ; 5 9 9 3 4_ j 3•• 10•;3 4 .4•••;•3 STANCE£XCLUb£5 ...:....................... .. .Al'.;......,.,.......... I 118'MIN.EMBEDMENT 11/4' 10 : Q 3 : 5 : 4 10 : 4"*: 3 : 5 4 9 3••:•3 : 4 : 3 8 ••:•9 3• :...... 3 MINIMUM EMBEDMENT WA AND 0 O! TOSSan 2' . ..;.....i;..;.:.:... . . ..:. .:.... .::... .. .. STUCCO R}PALL FINISHES. p - .- 1114' .: �: � :' :.; .�: - ; ., :': �:�-•--t•„•.�'��-�� •• SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT T” 3. ,,.. ,. •• ARE NOT ACCEPTABLE. 123•apan 2' 11lA' _- '�' •• '. '- •` '� IT SHALL BE THE RESPONSIBILITY OF THE 3' 13 a 6 12 13. ..9. .;.e.. 4..r`..8..;..9, N ..,6'.f.}.6�....a--;..g.. :8.:-...4.....Q..S..�..2.7... T VERIFYSOUNDNESS .........,}......,.... _ .. .. ...}........ ..... .... ..... .... .. THE STRUCTURE TO WITH T STANDTHEADD1170MAL • SW SPAN z' 11•• •7 : 5 11 : 11 B': 5 d 0 6 10 5 : 4 : 7 8 8 4- : 3 5 : 73 • LOADSev - tt .. ....... .. .................. ..........................:.. ... ...... .......................... .........................,....... i ttd' t6 7 :•d : 10 10 8 6 3 7 8 9 4 3 : 8 1 7 7 3 3 4 5 ' SHUTTERNSYSTEA4 MA D INSURE �BEfINTSALL INTO£WOOD, w V 7 d 3• 103--) 4, ;•,3••, 9,••_,3•• „4••,;..4-..;....3_„ .:7• ;,-: 3 ; 3 ,' CONCRETE OR MASONRY w 88'SPAN r 9 : 3 : 3 : 3_ _6 3, U4"RAWLZMIAC NNLIN DRIVE 11141 .•••._.••... •....••...•••...••...-•..`•...:..�.,•...�.• � - a 3 3 4 3 6 3 7 3 3 t 5 i (HAMMERDRNE) 3' i 1315"MIN.EMBEDMENT IN CONCRETE 1W.pan 2' .,,..{,,,,.,',,,,,,,,,,;,,},..,.......':;.'••..:.;,..- ..: .•.-..- 8 :: t tf4'M1N.EMBEDMENT IN BLOCK 1114' ..••. '-""'"" "5':.•.'•.,...s.::::::...«..... w 3• 123*van Y _ - .i. 1114. .. ,.. ,..... ;': ...:;. .:.. . .• .;.. ..:�..•.:.. .. ..: ... ..:.. . ...: .... ... VARIOUS HEAD TYPES 3' 16 13 • 8 13 13 11 7 6 11 11 18 0 •- 7 12 13 10 5 A t 7 B . zltlttttttgtlgtltltttitttltte " ...:......:....;.... :• SV 2' 16 : it : 7 : 13 : i3 t0 6 : 4 10 10 18,:_8,•...5••'_10••:,12„;9••:•d• :••4••:••6••:,?,,. ftM• •16•i••10••i•6 13....13....9 6 :•3 9....9.. -14 ;--�...,.5....9..i 11 5.,..,4 „3„;..5,.., fi 3' 15 : 8 : 6 8 6 9 3 4 4 d 14 4 . 8 • 6 d 8 3 3• 3 3 t�t�tnxtxtk�xtttt� :..................................... :... se'SPAN 2• 14 : 5 5 : 7 6 8 3.,�,3 4 3 12 5 5 4 7 _ 8• •3 �It1t7tltttlt7ttt�t�i� _.............i.............. ...:.. ...:...... ::.R.. .....:......i t 114• t2 5 4 8 5 7�••-S� 3 4 3 11 Q [ 4 6 3 �6 � ..3,. 3. (MASONRYSCREWS) iOSapan 7 •• 3• ... ....Y:....5...: •EALTAP 114'RAWL PERMASP ' �.• .,14ELCO PANEL MATES •. es• ............. , 1112MW. C�t' nn° EMBEDMENT IN CONCRETE 123"span 2' I it4'MW.EMBEDMENT IN BLOCK tif4' .:f. :.•:C::::.:-.:•,.. :..:•:...:...:......:::.,:.5.....-d. 3' 16 13•_:.9.__;.13 1 13 11 : 7 : 6 11 1t -16••:•t0 _.-•a 73-,•13•. .10•.,: 6•.:..d� ?...;.8 .......... ................................... ...... . 66'SPAN 2s' 16 13 •7 13 13....10 7 4 10 10 18•t 9 ?..;-13•_•.73..,.9 ._.:.4..._..4..:..6..•.7... r 16 12 6 13 13 9 6 : 3 9 9 i6..:.8..� B :12 13 g....4..-.3.-:•'S--.•B--• 9 : 8 16 : 5 : 6 7 : 6 8 3 :A. : 3 : 3 3• •16.,_..7.....7--......-._...•. ............... x 114.20 x 718•,IW 011. 88'SPAN 2.5• 1q..: 6 6 8 7..,.8 : 3 3..�.4..ti„3,.. _15..:.5. .:.5.-:.8-••:••6,, :.3,- :-•3 _ r 'BAWL CALKdN 2' 1 6 4 a ; 6 7 3.••�••3 4 3' 13..•.4.. ..4.. ..6. „4„ •6 •-3,. o u (MACHINE SCREW ANCHOR) 3• :. :: : '' •' ' •- i 7!8'MW.EMBEDMENT 105'cpan 2.S H 0 3' p.1 t pa a x z s PRODUCTREVISED 4 5£P JAB RSL n.l complying 1010,4 FIcuida V Bdlding Cade 14 �(( 111VIV,/) j/Jyi'/+ji�I' $xal ion ante 4 'L+ �� SNONN Y i I Iyy Z 9a!!w 1 "p MloatiD nat Con o p F#OBERT $. MON�OUR, PE EB-0006024 m zooms MINEEaING,me 7 A N C H O R S C H E D U L E REV 11/ 6r 09/11/98 sP 01/06/06 sP WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF 01/16/14. sP CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHORTYPE DIA. SPAN A B C D E A -B C D E A B C D E A B C' D E 66"SPAN 14 13 5 13 13 12 12 6 12 12 10 7 4 ` J'W ......:.......:......:......:.....................:......:.......:...... ......�..._.. ......;......;..............}......;.......,....._.;.. BRASS WOOD BUSHING 1/4-20 68•SPAN 11 : B : 4 11 :-11 .9 : 4 : 3 : 8 : 7 8, : 3, :-3-1 4 : 3 7 : 3 : 3 „ .................................... .. ............ . 105"SPAN 9 : 4 4 ;_.6._.;. 7 . ..8...:.3...:..3.. ..4.....3. 1'MIN.PENETRATION 123"SPAN 6 3 3---; 4 : 3 -' '' ' ' ' - :. ...,. tF4t}}FFFYt'Ft}tF}}ty 66°SPAN 16 : 13..:..8.:.13..:.13.---15.„_:.13..:..6..:.13....13.. .14..:.:9_...6...'.13..:.13.....12..:.6...:..5..:..8...:.8... \ .......... . . t/a ee•sFAN .14 11 8 13 ;,13„-„12 6 ;-,5 8 9 10 4 4 5 WOOD LAGS X05"SPAN 12 6 5 8 9 10 ,4 4 5 .4•.• - - ........... U ............................................:. .....;.......;..._.. 1•MINIMUM TREAD PENETRATION 123"SPAN 10 4 : 3 : 5 : 4 ' . •' '• ' Ft}ttFttt'tt}tt}tFt}t}� 68•SPAN 16 13.. ..10 :_13 ;.13,,.,.16 :-13,. 8 .13...;.13.. .16.•;.10 7...;-13..;.13.....14._;.7 ;...6 g ..'..11... — 5/16^ eS°spAN 16 13 :-7_ ,:-1313 14 7 6 8 : 10 12 5 5 6 5 11 4 5, 5 3 WOOD LAGS 105"SPAN 14 : 7 6 : 9 : 10 12 : 4 : 5 : 6 : 4 - _ _ - ..............:.............1..-.._ .......}............,._1.._....;:... i:. 1"MINIMUM TREAD PENETRATION 123"SPAN 12 4 6 6 11 :" '.•:,.' 68'SPAN 16..:.13..?.11...:•13--:-13._ ..16...:_73..;•-9--•<-13•--1..13..-.16..:.1?...:.8...:.13..:.13_....16....8..::.'.7...:..11...:.13.. t 310• ; ,98'sPAN 16 13 : 9 13 13 16 ;,8,,, „7,_-;,10 12 14 5 8 ; 7 .. 13 4 6 5 4 logSPAN _ ___ WOOD LAGS 18 8 7 : 11_.:.1?._...14, 5 6 6 :..`�.... ._.;..:.'........ .. _.. ................ 1'MINIMUM TREAD PENETRATION 123-SPAN 13 : 5 : 6 I 6 I 5 66"SPAN 16 13 J2..: 13 13 16..:.13 10 13 13 .16j.-I3 ; s 13 13 16 9 6.. .12••y.13„ 7/16 68-SPAN 18,---13..:..9...!.13_.'..13.....16...0_.6...:._g-__: 12.. 13.. .16..:..6.. .7:..i..6....:..7--.._14...�..5. . ..6.. .6_.. .4... - ) 11 a WOOD LAGS 105"SPAN 16 : '9 8 : 12 13 15 5 7 .. 8 ' 123-SPAN 15 5 7 7 1•MINIMUM TREAD PENETRATION : - - '• ' 66"SPAN 1s : 13...:..8...1.13..:.13._...15..:.13..:..6...:..13..:.13.. ..14..:..9_..:_6...1.13..;.13.. ..1 ..:.6...:..5..:..8..' 9 ttul�ul�lllttP 114• 68"SPAN 14 ; 11 6 • 13 ;,13:-.„12 8 5 8 9 10 4 4 : 5 4 9 3 � 4 � 4 : 3 105'SPAN 114^ELCO PANEL MATES 12 8 5 8 9 10 ; 4 4 5 4 ,; , _....... .................... .......".... 17/6"MIN.THREAD PENETRATION 123”SPAN 10 4 : 3 : 5 : 4 Bg"SPAN 6 .13.. 8... 13..:.13.. ..15..1-73..1..6...;.13... 13.. .14..;..9._ ..6...1.13..;.13.....12_.;.6...:...'x......8...:.9... ......... C��XX�IXCXX�L�XXSX� 114" gB^SPAN14..:.11..?.6...E.13..:.13.....12..1-s ;..5..:..8...:.9... .16..:...4..?.4...1..5...:..4.....9...;.3...1..4..:..4......3... 1/4'ELCO PANEL MATES 105"SPAN 12 : 6,,;_ 5 8 : 9 10 : 4 „4, 5 4 - a ........... .............. ..............:. .. .. 170 MIN.THREAD PENETRATION 123"SPAN 10 4 '' n 3 5 4 x VERIOUS HEAD TYPESfio"SPAN 16..:.13.. .8...1.13..i.13.....1.�...'c.13._:..6_.:.13...::13.. .19..x..9---:..8.'..:.13..:.13.....1?.. ..6...i..4_..:._8_..:.9._. o �' �1l�Ql��11[�1jt�[�1�lZlZIID g0"sPAN 14..;.11.. 8...;:13 13 12 6 5.. .;$...:- 9 10 ;..4-.. 4 ,.`�--.y..4. .9...;.3 1..4-.. .4.,.;,3... S 114"MASONRY SCREWS 114" 106.SPAN 12 8 _. .. ... W ........ 4 5 :..4... — ;.,.:. 1718"MIN.THREAD PENETRATION 127 SPAN 10 q 3 8 : 4 I R: NOTES: o o z SPANS'AND LOADS SHOWN IN THIS SCHEDULE " W a E.s ARE FOR DETERMINING ANCHOR SPACING ONLY. a " FOR ALLOWABLE SPANS VS. DESIGN.LOADS ; REFER TO SHEET 4. A c q WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO//2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY W AND STRUCTURALLY PART OF THE FRAMING STRUCTURE Z OR SUCURELY ATTACHED TO FRAMING STRUCTURE 3 SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT PRODUCT REVISED 0 SfR JRB RAI ARE NOT ACCEPTABLE. 4114, � as complying with th4 Ploida!T SWiCC BE THE RESPONSIBILITY OF THE D"omy _�' V Buildience Na �f�." OCONTRACTOR TO VERIFY THE SOUNDNESS OF snowN THE STRUCTURE TO WITH STAND TH£ADDITIONAL Gy ,/A,��,� Z seoLOADS AND INSURE PROPER ANCHORAGE _Lir ^' SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, Mlneni aclControl p CONCRETE OR MASONRY. ROBEB—O 06024 PE 7 . mi r IIEEQING.INC. 7