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HomeMy WebLinkAboutProduct Approval STORM PROTECTION PANELS,FABRIC,AND SHUTTERS SPECIFICATION SHEET SPEC SHEET a: 19347 (D Q� DATE: ti CUSTOMER: 1-S JOB#:.�� � CONSULTANT: 4J Finished Size of Barrier Extruslons UI Total(UI)'0R aquas Foot Total Build out Depth o ColorLocation Floor Width Incheq Height Inches (SOFT) Header Track LF 5111 Track LF L-An le LF 3 tT1 - O 4 00 O O 5 (D CU a 7 a • i s 10 11 12 J 14 tZ 15 J O SPEClALC�EISIDERATIONS: Spec Shoot Components! - - - - - - - — -_ UI-Total UI I$-uare Foot-Totalr(SQFT)-=provide the-Ul for"'anels.-6ahamas`and:colonialshutters;.and'.SQETfocAocordlons and Hurricane Fabric.Square footage Is calculated as finished width inches x finished height inches divided by 144 inches Header Track-Add 6"to the finished width of the barrier for panels and shutters and 4"for Fabric. co VII Track-Add 6"to the finished width of the barrier for panels and shutters and 4"for fabric. m Build out depth distance from the exterior wall of the house re ulred to avoid obstacles. O Keep a minumum of 3"ofSpace between the glass of the window and the Sloan Protectlon. 1 •Lan le measurement-Add 3"10 the height on the left and right side of the barrier.Material is used to cap sides of the panels. t` r-I O N • I h e reviewed an gree with all the job specifications above and the Special Terms and Conditions_ m ' CUSTOMER SIGNATURE C &•Nti11 White-Th IMOD-W Ye11ow-C-111"r TI10-1009 f1 i I MIAMI•DADE }' MIAMI-DADS 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.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 Shutter APPROV pac 0 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 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 thls,$roduct. 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 Imy A.Mahar,P.E.,M.S. NOA No.15-0714.22 MIAMI oAoe couNrY :4r__ � Expiration Date: 10/22/2017 Approval Date: 10/15/2015 l o�J�-�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. DRAWING_S 1. None. B. TESTS s 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 coverp age states the number of sheets;incorrectly "sheets 1 through 18". This NOA 904-0621.01 is issued to revise NDA #02-0312.08 and correct the number of sheets on the cover page to sheets;l through 7 of 7". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. :ipchily 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 P. f• Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL:#06-4117.05 A. DRAWINGS 1. Drawing No. 98002, titled "0.050"Maximum Impact Storm Panel", sheets 1 through 7 of 7,prepared by Ramms Engineering, Inc.; datedJanuary 10, 1998, last revision dated 0111212006, signed&sealed by Robert Mons6ur, 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 IZobertMonsour, 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. i; 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, isstred 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 i Approval Date: 10/15/2015 E-2 f, 'i Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0628.12 A. DRAWINGS 1. None. a, B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 0.050 AIuminum Storm Panel Shutter,prepared by Blackwater Testing, Inc., Report No. BT--12-002, dated May.,30, 2'012, 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. a 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. 3, 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.R.,M.S. Produc',t,Control Section Supervisor NOA No.15-0714.22 Expiration Date: 10/22/2017 .i Approval Date:10/15/2015 E-3 i i i!I I j. Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE'S UBMIT TED i If i 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.K'obertMonsour, P.E. B. TESTS i 1. Aron 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. FBC, 2014 Edition compliance letter prepared by Ramms Engineering, Inc., dated June 26, 2015, signed&sealed by Robert Monsour, P.E. i r 3, 3 ,i i J: is i +I �J i i; sl i ii HUffiy A.Makar,P.E.,M.S. Product'Cantrol Section Supervisor NOA No.15-0714.22 !Expiration Date:10/22/2017 Approval Date: 10/15/2015 E-4 2 3/8' 2 1/4" COMPLIES WIT": _050 ALUM. RLvtstons Br 2 3/8' S 13/16' FLORIDA BUILDING CODE FIFTH COITION(2014) (NV.112.) 09/11/98 sP TESTED TO TA201, TA202 AND TA203 [H.V.H.Z.) 01/06/06 SP 1a t - 090 n 01/16/14 sP zo n Q DESIGN CRITERIA: aw 09/29/15 sR � n r1 o V a Nl N VARIES 3' 090 ]l4AX. nWINO LOADS TO of CALCULATED AS P£R ASC£ 7-10 tP2 QNO INCRESE 1N ALLOWABLE STRESS WAS USED 1N THE DESIGN OF THIS PRODUCT0 2 H28 a GENERAL NOTES: 2 I ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6O6J-T6 OR£OVAL lu N N STORM PANCLS SHALL BE. co 7/16 --T P 57 3/8�--1• .050 5052 N-32 ALVMINUM OR EQUAL �Ln ifl II 1M0011 OR EMBOSSED WITH A NOM/NAL .1111 OF 12 1/2' V� � ju L.ZH N LIN THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, t-" r�6 t 097 N 093 N IN ACCORDANCE TO THE DCTAILED SPECIFICATIONS H£RCA4 8'MlN. "FUl Birt BAR 1 129/32 Ll PANCLS MAY BE NOTCHED OR MIT€RED TO ACCOMMODATE AN OBSTRUCTION J u Q 2• 1 1!2" ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF �+• VARIOUS TYPES OF F-TRACK NOT SHOWN THE FOLLOWING OR£OVAL WITH MINIMUM U07MATE LOAD VALUES SHOWN 1/4'DIA, RAWL LOK/BOLT ANCHOR (SLEEVED DRIVE ANCHOR) LIJ V 7 8 gE�a 1 Ill, MIN. TCNSTLC 1190 - MIN. SHEAR 1520 - 11/6"MIN. CUBED. IN CONCRETC 2 r-� MIN. TENSILE 1200 - MIN. SHEAR 1270 - 1 1/6"MIN EMBED. IN MASONRY t13 1 1 O'-J 4' 1/4-20 RAWL CALK-IN ANCHOR(MACHINE SCREW ANCHOR) WITH 1/4-20 BOLTS o VARIOUS DECREE MIN. TENSILE JBTO - "IN. SHEAR 1770 - 7/8"MIN EMBED. /N CONCRETE C,� PAN C m VARIES MIN. TENSILE BSO - MIN. SHEAR IJ40 - 7/8'MIN. £MBED. IN MASONRY 7- CORNER „ RETURN �t 1/4'PERMA-SEAL TAPPER BY RAWL (MASONRY SCREWS VARIOUS HEAD TYPES) (� ,OS mN. ,100 L3H MIN TENSILE'1520 - MIN. SHEAR 1980 - 1 1/2"MEN CUBED. IN CONCRETE " ng ,0 MIN. TENSILE B60 - M)N, SHEAR TZ70 - ) 1/4'MIN. EMBER. IN MASONRY n ZnS4 16 I/4"ZAMAC AMILIN SY RAWL (IAMAC HAMMER DRIVES J n MIN TENSILE 980 - M1N SHEAR 1400 - 1J/B"MIN. EMBED. IN CONCRETE 100 « an 15 MIN. TENSILE 7JO MIN. SHEAR 1720 - 1 1/4"MIN. EMBED. IN MASONRY 12 `� .060 ulN, h ! 8'MIN. Ll2 ,060 MIN, ANCHORAGE TO WOOD CONSTRUCT/QN smtL RE I/4' S7£EL LAGS OR LARGER T1 13 WITH 1'MIN. THRFAD PENETRA TON, 1/4-20 BRASS WOOD BUSHINGS OR LL 1112 BLOCKING 1--x-11 1/4'ELCO PANEL MATES WITH 1 7/6-MIN. THREAD PENETRATION. REFER TO SHEETS 5,6& 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBCOM£NTS IT SHALL B£THE RESPONSIBILITY OF INE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE -Z STRUCTURE TO WITHSTANO THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. 7!8'f 3132' 32' 3 7 13 VARIES II S"INxlES EACH PANEL SHALL SEAR A PERMANENT LABEL OR STAMP SNOWING .S n CORNER PAN 15 "SHUTTER TECH, INC. HMLEAN FL " 'DADE COUNTY PRODUCT CONTROL APPROVED N !f i7 WARNING TO OWNER OR TENANT LOCATED/N EACH HEADER OR ONE PANED OF EACH OPENING, .a30 mK 1s M LJH STATING STORM PANELS WILL Nor OFFER HURR$ANE PROrECRQN UNLESS ALL REINFORCING z + STRAPS OR SOLT$ARE PROPERLY INSTALLED, ttHCN REDURED ' L x MIN. PERMANENT FASTENER COMPON£NIS, EMBEDDED ANCHOR @OLTS, THREADED CD NCS OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION, SPECIAL NET PANEL SECTION — "'CONTAMINATION AND DAMAGE Ar ALL TIME:-_ 7/8' 13/3 3 7/32' 3 1/32 3 7/32' 13132' 7/8' - - -- -'- _ , 2 � ALL STUDS J/d=(IY2 J T'--: .-- SND MAY BE IMAtLEOAu W MPtC•iRDN6 ANGLES STUDDED IN rn ^ REVERSE'DIR£CT/ON IHCLUD[S 57uD0[D JI SHORTER LEG ONLY nPMAC trN1..-r_1/4-20 X 3/4 - On 1/8' 10-8 STAINLESS STEEL 20 KNURLED STUDS W 12 1/2'OC, $z - RUCIF TO APPLrAWN5 DR SH[[TS 2 A J PRODUCT RCVISGD as complying ivtth the Florida SCP JRB RSLI MOUNIINC HOLES 12 771'D.C. 3!A' ANCHOR MOUNrrNG HOLES LOCATED ON ©adding Cada p ----. t---1 £ITNER UORIZONIAt OR VMTVt LEG, gcceptonet No —o7/ -u, 090' �j Cvg1i lim,Data D 9. J� W 01 is 98 . CROSS SECTIONS a tf SO 16 AND t9 �J,�� Py� GU SH- z1 Y� T,•i7Lm){pn t4tlutt CAnha! 98001 STUDDED ANGLE DETAIL z ROBERT S, ONSOUR, PE 1/8"x 1 1/2'FLAT STUDDED STRAP MAY BE USED IN PLACE of ANGLE EH v 0006024 call 7 flEMS10NS BY 'd SEE ANCHOR SCHEDULE NO,TE:,*C. �!tu_ t H£AD[R or SILL hI47 �p atm• STORM PANEL 09/11/98 SP HOTEL_*; CONNECTION TYPE"B" ':?� '.-•,• `p - tt•IO or©HEADER or SILL 10 I6 P,19 01/12/06 sP .500 ::i:.=8• NQTEt7k HEADER or SILL 01/16/14 sP FO E.6r,: 2 SEE ANCHOR SCHEDULE E'IJP HEADER or SRL 3 CONNECTION TYPE "cSEC ANCHOR SCHEDULE -,`,FD :"O•i:;'•,'• j"NIH. (/ CONNECTION TYPE"A" •HEADER or SILL •"I E E• CHOR-' DETAIL 1 DETAIL 3 CON ECTIONSTYPELFC" DETAiL 2 DETAIL 4 HORIZONTAL INSTALLATION VERTICAL INSTALLATION HEADER e,mu ELEVATION ELEVATION u 16 0f7 19 FLANGE MAY BE RMRSCO IO D.R I1 XAY RE INSTALLED IN REVERSE DIREC710H NOTE: .•.' CONTINUOUS BLOCKING 1. t6 pR t}J/I6 ANGLE SEE ANCHOR SCHEDULE ED rj4-2o rwu BOLT n CONNECTION TYPE "A" U - W1 LOCK NUT 12'O.C. 80CTE0 rOGETNCR Wlm E,D,'._•• o.• 13 Z e 114-20 THRU COLT W LOCK NUT 6.O.C. tY EO USED AS HEADER OR SILL , EO !' D,••, �.� A EO EED D a ~,r• J Ol'J t0 OR 1I .` .'' 11 OR OTHER HCAOER or SILL •'; _ Ei D+'•' 1'MIN, READ?TO THAT APPLICATION FOR HEADER or$Kt NOTE:7l'"•-' ,,L, SEE ANCHOR SCHEDULE PROPER CONNCCNON TYPE NOTE:7[•^-�'-- ' CONNECTION TYPE"0" NOTE:*•• SEE ANCHOR SCHEDULE _ SEE ANCHOR$CHEDULE - $ CONNECTION TYPE "E" CONNECTION TYPE "8" " CONTINUOUS WOOD BLOCKING DETAIL 5 DETAIL 6 VARIOUS 51ZES DETAIL 8 s DETAIL 7 " 10 t t HEADER r sitt `�—�E:D. E.D.�-- ., g OROLMY OC MSeULLEP IN REVERSE DIRECTION SEE ANCHOR SCHEDULE _ SEE ANCHOR SCHEDULE .1„n AS IN OCIAIL 6 ro ,'_E µlN00W pR Dpay 6 CONNECTION TYPE '0" $ • CONNECTION TYPE"B•' .500 CONTINUOUS RCOCKING TdpfmLC _77 OR1pR 19 J116 ANGLE • 2 RE OTHER HEADER or ASILLPPLICATION 2 J14' . t •+a• REFER 70 THAT TION TYPE FOR BOLTED TOGETHER BO WITH 16 OR I9 CONBNUOUS BLOCKING PROPER CONNECTION TYPE J14-20 mRU 80L7 W/LOCK NUT ff'O.C. D. _ USED AS HEADER OR SRL 9-M4XIUUu BOLTED TOGETHER WITH ••~»f -••:•:• •:.:•:-. 1/4-20 THRU BOLT W/LOCK NUr 12-O.C. J COWINUOUS BLOCKING - "•••"''•- y N. xTm •••NO1Et*'. -' ONrwuous atocXlNG NOTE:*' s � 2 PIECES FASTEN TOGETHER •.,-,t ?: •...••..• 16 OR 19 J116 ANGLE n Z n 164 RNETS OR/a 7ECK SCREWS 12'D.C. -,- +-+ OCSTRUCttLM - ': I6 DR I9 CONRNUOUS BLOCKING 7518'.VAX. -,j ' !/4-20 MASHR E SCREW ANCHOR -�-• 1 0 , RAWL CALK-IN/WITH SIDEWALK BOLT c ) Q �• ",''•'•' _ J"O.C. W/7/B"AfIM EM8£DAIENT 1------»• -------•--- I/4-20 r Jj4 KNURLED STUDS 'A DETAIL `r "J"Al/N:EDGE DISTANCE IWTH WA ?ER WINCNUTS 12 112`O.C. (TYP.) 65.7 PSF MAXIMUM 'E:Q ' CQ.••' STORM PANEL Z jpL.f F'QURFD-CONCRETE ONLY wr BE MOUNT(()VERTKaur MAXIMUM PANEL HEIOHT'.7S"--.:•`,: OR WRIZONTALLr -DETAIL-:10 - ,� DETAIL 11 � a' RETURN PAH ANGLC,7LiBE OR Wv00 - - - - -NOTE—. ___-_ _ ____ .__ ,_____ _ ? 0 uvsr at use0 ON Au auxo our cduanoxs IT SHALL BE THE RESPONSIBILITY OF TH£CONTRACTOR _ o TO CLOSE OFF ENDS - 14 R[TURN PAN t JOROPURAO5r DF ExrCNDiNG WALL 0-ANOLCAGE. ROOF PLUG AND'M ' / TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH a E w -;'N-- Scatw ANCHOR 13'O.a SNUTSTAN�ERHSYS�EM/AIAY BE ONAL LOADS AND INTOUWOpD,RE OCONCRETE,PER OR � ; _. _ ...MASONRY s7i 1 ,/8 X 11/2 FIAT 844 SettPLUG AND uACHLNE ', _ 4 " n 5 sruDDeo Wlm WrN...... r SCREW ANCHOR r2.O.C. 1 ,•.., WHEN ANCHORING TO WOOD, THE WOOD MUST-8£ '�-� '-" w a ,,,,,,,,,,•.,,-.,,,..,,.,-.,r' '' A 7 4 E AL 12 SOUTHERN PINE '- 1 -------8.-. .-_._.._ `� D WITH 0.55 SPECIFIC GRAVITY --_- -- X .. D FULL STORM PANCL(RP.) 1 „e-"--" AND STRUCTURALLY PART OF THE FRAMING STRUCTURE v f �stOTrrp uOuxmrG nnLE uAr BE uses `c' •e \\\ OR SUCURELY ATTACHED TO FRAMING STRUCTURE �? {� IN G[NT[R WEB of PANEL,TTP.FOR ALL HEADER ON TOP I 1 SPEC14L PANEL CONFICUR4Z MY 16 SP[Cl4L PAN APPUCATATNS. SRL ON BOTTOU MAXIMUM GAP BETWEEN STROM PANEL 0. } BE NEEDED FOR TRAPPED W/OmS. AND D.L.O.SMLL NOT EXCEED 1/4' / RB PANEL S ILLY RF ADDED TO L477N A W ED FROM FRONT VIEW �„/ PRQDU RE S qSEP RSN E AUXIMUM ADD-ON OF J'FASTENED TO 1/4-20 r J/4 KNVRLED STt/OS fW OMVt ED ASCT 1 PANE{or THE USE OF tJall POP RNCTS WITH WASHERCO IMGNUTS(TYR) comp)•!g With tlw Flnrida J 16 TUBULAR RNETS tall 10-24 "` I q:P Building Code l+I RU BOLTS 16.O.Q. . ....n»........... ....».»»...»» ,+.»,,.».».»»».».....,.»»»..» ...,»........ ........... '11-4. q w 1 ' '" Acupinn<c NO �0ZZ 1 l0 9 A 52 17 [oRN[R PAN ----• -......-. tNSIDE CLOSER PAN ASSEMBLY " .--_ fipill�1. 1AC WMr 1y98002GL Ea PAN HANDL[1 ' B} '�PLAN t/lEWS ROBERT S MONS�UR, PE q 2 --»--•----.._..--- QVr GCN SAX PANrt SO OVER AT BOTIOH _'--•- -•-•-- ---"7 ETA( ( TO wur OVER STUD AND EBlT0006024 m 1NNGNU/IN SILL(GGN SLOE) PAYd1i EtiGttiEETttHG,IttC. 7 1/4-20 FLOOR PLUG WITH NOTE: 09/11/98 nenslaxs er . f 4 PANEL MATE SCREW WITH 14-2tl STUD HEAD NOTE:�C MACHINE SCREW ANCHOR .Wo WASHERED WINGNUF 09/1I/g8 SP HEADER OR SILL ,..._ s,, HEADER OR SILL -'%•'. 01/12/06 sP CONCRETE OR MASONRY.•..I CONNECTION TYPE'" ------t No TE. WOOD, CONCRETE OR MASONRY ©DC,YSNNECTION TYPE"n" 01/16/14 SP ♦, 1 THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT I 'L••D.• •�•�.;••i .+ CONNECTION TYPE "A° �,) ,b.. t, I THE USE OF AN EXTRUDED HEADER OR SILL. f THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE I PANEL SECURED WITH g I REFER TO DEFECTION WASHER£D WINGNUTS REFER TO DEFECTION STRUCTURE WITH THE USE OF ONE OR A COMBINATION I CHART CHART I OF DETAIL IJ -'--.�, GLASS STUCCO FINISH CLASS ,..tv NOTE:* S ( STORM PANEL STORM PANEL ® U I REFER TO DEFECTION CHART — , j 7 CLASS R I I STORM PAN£t 8 CONNECTION YP +' PON TION TYPE "A" a9.,• 'y.,' ,1. G EON-T 1/4 "PANEL MATE WITH MACHINE SCREW HEAD ©0 B CONNECTION-TYPE'A' 1/4-20 FLOG PLUG WITH WITH 14-20 SIDEWALK BOLT u 1/4-20 BRAS.; WOOD BUSHING HEADER OR SILL rrE�5`(UCCO iNSTALLAI'SON s HEADER OR SILL INTO WOOD Q) " ' WOOD, CONCRETE OR MASONRY DETAIL 14 c- •- r - HEADER r SILL 7 HFA110 or SILL +•' tlh7c wO1M SCq[IIµ'app ,It,, 'a. NOT 'Jr.�(`t`Ei• ':f?;: NOTE:_*'':'?.. NOTE;R- ': HEADER or Sttt -=::�- '- -+• ;'- r" •'`':i::..:s.ir - i W Otg49Ee umanN NdE SEE ANCHOR SCHEDULE ■kl naxx[S3 CONNECTION TYPE"A" Ug5CIAuaDEDILmar Jj4"MIN, t t/4"MAX. SCE ANCHOR SCHEDULE CONNECTION TYPE "C" E,0r, Eos'. - o .' �y<-m u/s nw P" GJ SEC ANCHOR SCHEDULE SEE ANCHOR SCHEDULELi CONNECTION TYPE"8" r CONNECTION TYPE "A" +'.q'. •' .'NQtE:'*� ;:':.'• o HEADER er SILL SEE ANCHOR SCHEDULE S/e-Srumwq I'wx CONNECTION TYPE "C" NOTE:'{+`.. 5 AND 21 HEAOCR or SILL - :r DETAIL 16 DETAIL 16 QETAIL 17' DETAIL 18 DETAIL 19 DETAIL 2Q t- L7 z o G s roq a NOTE:' It r HEADER qr SILL E.q z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH r� --- -- - STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE �+ ¢ x \\ - SHUTTER_-SYSTEM MAY-BE INTSALL INTO WOOD, CONCRETE_,_ SCRLWEO OR 80tTED TOCCTNER WITH MASONRY. - - _ - 1/4-20 EHRU BOLT Wj LOCK NOT 12"O.C. �� ± - — WHEN ANCHORING TO WOOD. THE WOOD MUST BE t�+1 A MINIMUM 2 X 4 EOUAL TO 12 SOUTHERN PINE 4 ANGLE 11RLOCK1Nc WITH 0.55 SPECIFIC GRAVITY r6 DR 19 1/• xGtE AND STRUCTURALLY PART OF THE FRAMING STRUCTURE I/4-20 MASHINE SCREW ANCHOR OR SUCURELY ATTACHED TO FRAMING STRUCTURE W ` ,t-':''•�'Q-' �td,''" RAWL CALK-IN/WIN SIDEWALK K BOLT PRODUCTREVISED U� SCP SRR Asu J"O.C. W/7/8"MIN. EMBEDMENT of complying with the F'Iocid,, "•b^> Buildin Coda b • 3"MIN.EDGE DISTANCE B POURED CONCRETE ONLY ^yA1.J{ Adepten..No a7/ Ot ro sT " V ell Ebpi tionmie�2o 17 SHOWN 'v V CUS 88002 59.5 PSF MAXIMUM / PANEL HEIGHT 100° MAXIMUM I�� /1(7. ��/l Y"� By 98002 ad q uc Cono- 5� DETAIL 21 4 !P/ `/i b ADJUSTABLE HEADER OR SILL ROBERT S.,MONS,UR, PE e 3 EB-0046024 7 mr CNGINEECING,GIC. THE SHUTTER TECH STORM PANELS.MAY BE INSTALLED WITH OR WITHOUT THE .050 ALUMINUM MAXIMUM 114PACI` STORM PANEIL REVISIONS er HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 09/11/98 Se 01/16/14 sP 123"MAX. PANEL HEIGHT 12J"MAX. PANEL HEIGHT , NO PANEL STRAP ONE PANEL STRAP IS REOUIRED LOCATED PAN PANEL DEFLECTION CHART PANEL DEFLECTION CHART WITHOUT HORIZONTAL. STRAP W[,1 6" WITH HORIZONTAL STRAP oPANEL HEIGHT 0=68' eves a8=9S' over 9a=1SJ N U x PANEL HEIGHT 0'-107" over 107-123'WALL MOUNT 2 518" 3 518" 4" WALL MOUNT 2 13116" 3 3/16" FRONT VIEW SIDE VIEW INSIDE,BUI D OOUTNT 2 516" 3 5/8" 4" INSIDE MOUNT 2 13116" 3 J116" T— fRovT vlfw S10E NEW BUILD OUT 2 1J/16" J 3176" 7— MINIMUM DISTANCE BETWEEN GLASS AND PANEL MINIMUM DISTANCE BETWEEN CLASS AND PANEL . .050 ALUM a HORIZONTAL BRACE STRAP HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION D£S/CN PRESSURE PANEL SPAN W 44.40 12 3" 1/4-2tl STUp DETAIL IJ ON SHEET 3 ON SHEET 3. 2&8 DDLITAIL ETAIL I OON HEET J DE ILS 6,7,9,10 AND i l DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET J T WITH WINGNUT''^^��__ J/8"(TYP•) SJ(y 47.81 1201 12 1/2'O.C, r> —�U HEADER NCAOCR HEADER ,y 8 t f8"X 3/4" L7 • '�„ 51.23 117" FLAT ALUMINUM BAR „ 2 58.06 112 „ SIDE VIEW FRONT VIEW Q x � t5 Q Q� wG Op 61.47 110" DETAIL 'E" �� � � �� � U � 66.85 71.46 'ao 102 75.30 971' LJ 1.45 (']/''� GLtSS a ,°� 7ju GU55 o Y y p D Z , MAXIMUM CAP BETWEEN PANEL an U6.UJ 84 ' AND HEADER IS 1/4"(TYP.) sttt SAL Srtt. W p DETAIL F" 9 1.44 80" DETAIL IJ ON SHEET J ONTSHEET 2&8 OErARS 3,4 2AND 8 DNT ILS 6, ,910 AND II DETAIL 4 ON SHEET 2 a r WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT -_ INSIDE MOUNT o w a ANCHORING PANEL ANCHORING PANEL W/H HOR•AND SRL WITH HDR.ANO SILL WITH HDR.AND SILL [Mb C}O u TOP&13oTTOY TOP&ROrra" N NO HDR•OR SRL 11TH SlU0DE0 HDR/SJU TYPICAL==SECTION.--UlEWS-__-_ ---_ - x � M -- FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16.014. CIRCLE - V DETAIL "C" s a PRQDUCT RLVISBD SEPwJRR as comptying+rith tho Florida Ht+Ilding Codc AeceplancoNol�'A�14' �' •2 " of io do pi pi tion Oatc•� PA',J'7 O SHOWN HORIZONTAL BRACE STRAP l PANELS MAY RUN CONTINUOUS BY WIDTH ` 1"I 13r cs sapol Mkm Dao ra u Cnntrol Z HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERT S.' M NSOUR, PE /1 EXPLODED ASSEMBLY EB-0006G24 `f vmv:EHcln€curic,tic. 7 I A- N C H O R S C H E D U L E REVISIONS BY 09/II/98 sP ANCHOR SPACING vs DESIGN PRESSURE UP TO 58,6 PSF UPTO 79.5 PSF 01/06/06 sP E> AND CONNECTION TYPE POURED CONCISTE CONCREBLOCK PONREOCONMrTe CONCRETEBLOCK NOTES: 01/16/14 sp CONECTIONTYPE CONECTIONTYPE CONECTIONTYPE CONECTIONTYPE SPANS AND LOADS SHOWN IN THIS SCHEDULE ANCHOR TYPE JPANEED. A B C D E A B C D E A B C D E A B C D E " 16 13 8 13'; 13 18 13 50 13 13 56 13 7 13 13 16 13 : 8 13 13-, R F DETERMINING ANCHOR SPACING ONLY. ' 16 13• 8 13 i3 16 13 S 13_,; 13 56 i3_;_6_ ; 13 ; 53 FORACLpWAQLESPANS VS. DESIGN LOADS .....; . .. . REFER TO SHEET 4. �� /4• i6 : 13 : 5 : 13 ; 13• '•56 . 13 : 6 : 13 13 1A : 13•':'4'' 13 % 13 ' -14' '13 4 •: 13••;'131. :.13 6 13 13 16 : 1313 14 6 5 9 10 14 8il4"BAWL LOKIBOLT(SLEEVE ANCHOR 16.... ...........r..........................1............{.,. .16ti51313iS116135 _7VII'MIN,EMBEDMENT4" 13 ; 10 d 13 :.13 13 : 10 5 : 13 : 13 11 ; 5 : 3 % 7 : 8 11 5 4 : 7 :•B !STANCE EXCLUb£S MINIMUM NDEDMENT ANQ EDGf DSTUCCO ANO/OR WALL FINISHES. 6 .. 10 11 4 4 5 A 12_ 4 5 5 4` 6 ;59 ?� 14 ; 7 ; ..... .ti.8...', .. .78..;.4..;.q ,S A4. . ,10 -4..;..4..,..5 -0..4' j 1 : 5 3 7 8 11 5 09 : 3 3 : 4 9 7 3 3 d SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT 11 4 4 5 ARE NOTACCEPTADLf.5 5 4 ,: r.. ..4 7 4" 9 3 3 4 3 9 3 ., ...' ;" ... .:' .,', ... 3' 16_, 13,,;_7-•-(_13-,•.53-_-.13 S3 6._ 13_ 53 i5•,4 13.,;-,6• .;.,13_• ,11 1f -5••.;••it-•;•11_.. OUIVOMESS or THE STRUCTURE ETOCONTRACTOR TO RWITH STAIFY THE NO THE ADDITIONAL = 88"SPAN 2° 15 13 6 13 13 12 12 5_• 12 % 12 •13 13 : 5,•' 13 : 73 1Q.' "10 •--!! •;'i0'•:•1p A AND! URE PROPER ANCHORAGE. }-} 1 114• 14 13 6 13 13 10 : 10 •4 •:•10':10 '12.-�12"t'4 12 t'12-"9 •']'9 i••3-•:-9' !•9 SHUTTER SYSTEM MAY BE YNTSALL lNTOEWOOD, V 7 a 3" 13 10 6 13 '• 13 10 i.5... ..S. CONCRETE OR MASONRY. .....:......:......s_..... ............ '.5... .14.. .....:.4..:..8..:..7.. .7 .3......3..,..5...:.5... 60•SPAN 2^ 12 : 9 ; 5 : 12 ; 12„._-9„-; 7- 4 9 _ .....:......:..4....17-,•'ii 8 .... ..:.. ..... ....,. s 114°RAWL ZAMAC NAILIN DRIVE 1114` 11 8 6 3 ; 8 8 9i•4 -.f.3'•:"6--:"6'"7 •:•3- 7•'3-.:,.A.••c'S--' (RAMMER DRIVE) 3" 6 T ; 8 8..;.A_•,;•4., .... ........... ..... ...... . 1310•MIN.EMBEDMENT IN CONCRETE 105"apan 2' .j0.,p,. .-0.. t.7-, .7•' '•7_-:,4_,,; 8..»,5 : 6 8 : 3 ':-3'•'•4' -3-' '6 - :•-3-': '3"- 3 6 3 1 114'MIN.EMBEDMENT IN BLOCK 1114- 8 4 3 : 6 7 7 3 3 ; 4 5 8 3 9 4 ' 3• 9..:..3..-,..4...,..'�...%..Y'.....�...:.:..�.;.3....3..:..3... . .. : 3 VARIOUS HEAD TYPES 3" ,.i6•_;,13•-;•tf-.,,13 .;•,13-._•16-•; 13••(.7,__;_3__;,13_. •16••;_13 8 13 )•13_. .13.•,'.13., .......... +13'- S� o .XXiXXIIXXX1XiXIX1X1XX�1XTXI�IXE'3� 6W SPAN 2' _16 :_f3 : 9__: 13_: 13___14 ;_13_.: '8 : 13 13 "e '�3'•: i3 t2. 1114" 18 L 13•':'•8 t'13 [•13 13••; 13 5 13 13 16 13 6 13' 13 10 50 t 4 10 10 �XX1t�XxitX�XXTTXIXG� 16..r_13__ 8...:.13 13•• 12._% 9 • 5 % 12 • i2•. 16-; 8 j 7 : 1t : t2_. -10 5 ;.4_-,;.6...:.7 .. . ....................... . 86'SPAN 2' 16 : 13 : 7„•7 13 : 13•• ,11 : 8_ :-4 it : i1 ,15,-:,7-_j,-6_,:.10,-:-1i-, _9-,:-,-0,-:,•4 6 : �6-�' 11XXXXIXXY�X�I�X�� 11/4' 16 ; 13 8 : 13 ; 13 10 7 -0 10 50 i4 7 "'' ]” i6 8 % 7..i.11...:13.,.,t0.,;,5,-•;-4, L ? _• S__; 6 �_ 7, _• 5 B � 3 _; A_ 4_ 3 _ ................... (MASONRYSCREWS) 105 span 2” 16 7 8 10 : 12 9 4 4 : 6 7 •73 5 5 6 :_'5_ 8 3 ; 3• ; 4 ; 3 ci .... . . ...........................,. . 1/4"BAWL PERMASEAL TAPPER 1514' 1A 7 5 9 10 8 4 3 5 8 12 4 A S 4 7 '-'3�'-:'3'� a Ej + i!4'ELCO PANEL MATES 3• 15 : 5 % 6 7_, .5_. 8 3, 4 3, a .7S. a 1 VPMIN,EMBEOMENT IN CONCRETE 123'-P.. 2' ,.13..,.,6..•...... ..8 •... 4.........,.. .. ......._...:..`..:_.'......... 5 8 3 3 4 3 _ _ _ z t11'MIN.EMBEDMENTIN BLOCK 1114 12 q 4 5 4 7 } - ?' .: 3 •3'- '•- '- -• o 3" i6 13 12 % 13 13 76 13 7__;.13 : 13SG--.♦13 : 10 ; 13 :•13 •13 �-♦53..;•6 •1313_•- cn _ 68"SPAN 25'• 16 13 70 13 53 14_ ;_13_:_6 13_: 13 16.._.13....8..;•13 13 i2- : 12 S- t_12_: 12 ........._..........,._...,-... .. _ ...... 2• 13 13 13 13 5 13 1316 13 7 i313 •10';'10'1•'4 t {0 10 z - ; 13 13 12•„_8 „•5__ j2_•; i2 16 ; t0 13 13-• ,10 : 4 3” 18.....13-...9................ .... 7!4.20X7/s%lTr DIA.- -- 80"SPAN- 8 13 6 -,,,5-, ti,.:.15 i6 9 : 7 12 i3 9 '-( 4'-t•'4 "8•':'6• .....:.............:.13..,.13...,��... 8 a RAWLCALK-IN 2° 16 • 13 6 13 13 -10— (MACHIN 0 • 7 d -10 10 16 8 •5-";•'11 �'i2" 'B 4 3 5 6 o (MACHINE SCREWANCHOR) 3° 16 ; 10 : B•,,;_i3 : t3 f0 : 5 4 7 8 16 6 7 : 8 3 8 3 4 A -:-3— ­ - 3 7/8"MIN.EMBEDMENT 105"s an Z.S' ..6,.;.,........ .... .................. ..... _ -- --.. - -' _.-- -- P ..16...:..5• c.7._: 13..;.13.....9 ; 4 4"i'6 _, 7 . .18....8...,.C..-..8..:..3.. .8.....3..;3..• .4....3... - - - 0, 2' S6 8 5 11 13 84 3 "5 �'•6 id 5 4 7 '-3'•" T•'• 3' 16 6 7 8 7 8 3 4 4 3- t23`spaq-.. _25'.v.:i6 3 4 3- ; ............r.... .;.. _ 2" 54 5 - A 7 5 7 "t= 3-`•_3 ..-3 - s ..'3:. .... - z s PRODUCT REVISED StP,rah m<omp{ying st•ith USC Plorida G '"'6j Building Cada AcxPlanca Na 071 •Z"L- Cl at io 98 Dow0 .17 V SNoiYN ��Yt } 1� U saoox ROBERT S! 1{v OUR, PE Ht r) d a Control q EB-0006024 Will EncINEcQINc,INC, 7 A N C H Q R S C H E D U L ERLNgsWHS to ` 09/II/9B sP 01/06/06 sP ANCHOR SPACING vs DESIGN PRESSURE UP TO 81,5 PSF UPTO 91.4 PSF AND CONNECTION TYPE PCUnEOCoNcTm CONCRETEBLOCK POUREOCONCTETE CONCRETEaLOCK NOTES: 01/16/14 sp. CONECTION TYPE CONECRONYPE CONECTIONTYPE CONEOVON T/PE ANCHOR TYPE PANEL I E.D. A B C D E A B C D E A 8 G D E A B C D E •SPANS AND LOADS SHOWN IN THIS SCHEDULE 3" 15 : 10 6 13 13 16 10. : 7 ; 13 13 13 -7 ; 5 9• 11. 13 ;,,�--:.-6 ; s _: tt_ ARE FOR DETERMINING ANCHOR SPACING ONLY. ......,._................... .. .......... .. . 66'SPAN z• 14 9 5 13 19 14 9 s i3 13 12 ; 6 ,. -8 I 72 s ; 5 e- 10 FOR ALLOWABLE SPANS VS. DESIGN LOADS .-..-...,3........ ............. .. ...: 11/4' 12 : B : 4 : 12 : 12 i2 8 : 4 12 -:•ti2' i1 5• -3 •'••-7--:•.9•- i7 - 5- 4 •:--7• :•9 REFER TO SHEET 4. 5 12 5 5 6 S 11 '3 :A1.!-5,..: a ,11__:..4...;..5.. : 5 3 3' .12..:..-0...6 5...,_6...:..........................:.....:...... ....y. 1/4"BAWL LOKIBOLT(SLEEVE ANCHOR) BS"SPAN 2' .?7,,.L•4„J,-41-,.44.,,.•.i0• '-4,..:•4.-,;..5 , 5 9 , 3 3 4 _3 10 3 ) 4 .•-0...... .•3... S CE E C DES . ,• ... ...... ......:.3.-r.4..;.3..• .9„ ..3-.;.-3..;-.4•..'.3.., M7NJ.ilUM EN�OMEN!ANO£OCE D7 7AN X LU• 1 1!B°MIN.EMBEDMENT 1114" 10 : 4 3 : 3 5 : 4 9 : 3 3, STUCCO AND OR WALL FINISHES. - tars an 2' ..::...:.....i�....'.: :..:.{..:.:....�.... .: .. .. .. U p .....................;..::.::.:. i••- 7• SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT g ARE NOT ACCEPTABLE. 723"epan 2' ...:..;:......: •;......}•.......:....:......i.:.::�'.;..�;..•._. . .. .. ,: 1114” � � �� -- '�, -� � - -: �� �� � t- IT SHALL 8f THE RESPONSIBILITY OF THE 3° 13 8 5 {_12, ,13. ..g. : 6 i 4 -g .,.:9 .11...•1..5.....5-,;,.©.. 9... .8....,.4.,'..4...:.8. ...7 fFN C CONTRACTOR TO IFY THE SS ..... ...:.B,. .i6.., 5 4 ...7..,..8.. .8...;.4..,..3.....5..;.-e... A BS'SPAN 2' 1L• 7 I.5 : 11 11 8 5 4 6 THESTAUCTURS ITO NSURE PROPER N Sr ANCHORAGEEADOl�F 7 114” 10 : 7 : 4 10 10 8 : 5 3 7 ; 8 9 : R 3 6 7 7 : 3 t 3 •4 •: 5 SHUTT£AND I TEAdNSU E 'BE IN NTO W000, R 3° 70 4 ; 4 5 4 7 3 3 4 3 9 1 3 ; 4. 4 ; 3 7 t : 3 ; 3 } 5 .....;...._1......1.4...:,4.....7..;,,.....;..3.._;.3... .3.. ..8•.. .3... .3.....3.. 'fi.' .1..,.,..3 CONCRETE OR MASONRY. B0'SPAN 2' , 1/4"RAWLZAMACNAIUN DRNE 1114" ..5.....,3-•,,, ,,,,,,,,,,,,3,,. 3.. 3„ •. ..7. ..3•.1.•3. •5 .. '� S 8 : 3 3 4 kY (HAMMER DRIVE) 3' .: 13/B'MIN.EMBEDMENT IN CONCRETE taS span 2` Z 8 11/4'MIN.EMBEDMENT IN BLOCK 7714' ..•_.•••.•..•.•..:•••i.••:�. ::......-..•..•: ...:.. 12W Pan 2' - .j.• .. 1114- VARIOUS HEAD TYPES 114'VARIOUSHEADTYPES 3° 1�1�).jS�l«tCZl���j���l�l�t�?jf`3• BB•SPAN 2' 16 ti..:.7...' 13 13 _10 8 : 4- :10 : 10.. .16..'.8. '..6 10._:.?�.. .9.. ..4...'..4...:.s...:_7_ 1114- 16 10 6 13 : 13 9 3 9 9 14 t 7 5• "9 11 8 4 'C 3 5 1 6 5 1 6 3' 15 6 6 B 6 9 3 d 4 4 _ 1 q_ 4 B ......:.........8..... ...:_..._...._..:..-.........:......:... . BB'SPAN 2' 14 5 6 8 3 3' •72 „5..1•.5..:..4.., •7._ •-9•.;..3,.. �IIIGXTIXIXIIXIIIXKXI�a 77M' 12.;..5..,..Q..,..e.....6...._7..,..3...:.3._.:..4......... .........4.........:. : ' ....;.'= 3 4 3 11 4 4 5 3 6 3 3' :......:.... :. .................... i.._:. (INASONRY SCREWS) 05-span 2' ' :. . 114'RAWL PERMASFAL TAPPER � 1114' .' ;. '�•" '' � 1/4'ELCO PANEL MATES 3' . _ I .. - °" o 11/2"M IN,EMBEDMENT IN CONCRETE 123"span .2" _ _ %i_ _ ¢ . .. 1 1!4'MIN.EMBEDMENT IN BLOCK 7 714' . 13 - 13 11 7 5 14 j it._. :16 ; 10_.. ,9. .13ig., :10_. 5.• :,4.. ;.7::. .8 . 66*SPAN A3-:.7 13 13 10 7 4 10 10. 18 97 •:_13 :_13- 9 -: 4 -t-4 :•6 --7- s . 2' 16 12 6 13 13 9 6 3 9 9.. •76....8...,.5....12 13.. .8•..,.4.....3.-.,.5,....6..• i i 3" _ .114-20 x NO';112'DIA. - 8e'BPAN 2.5' 18 6 6 ; B.__,7•,,,-8,.,;-3-,-j•3 ; 4 3• 15 : 5 5 6 ':-6- 7-- :--3 •: •3•• a RAWL CALK4N - 2' 15 8 •.4 B -6 7 3 3 • d 3 13 4 4 6 4 6 3 o v (MACHINES CREW ANCHOR) 3' ..; ': '. :• —-- _ _,I....r......:... _ 7!e"MIN.EMBEDMENT 105°span 2.5' • _ - - - - — - - o u t - - a - 3 i" _.123 span-,..-,..2.5 _ .. � � N % d L4 _. J _ PRODUCT REVISED SEP.tRR Btu ns,oTnpl)dng,Yiththe.osida V .,q.. Building Coda Bpi once.I. 0 07j .Z� p of om Bpi ion Data o '4 (7 V txortx By s�om Km Da act Co. o1 y ROBERT $. MON§OUR, PE EB-0006024 m MY•K ENOINEEQINO.INC. 7 A N C H 0 R S O H F D U L 9/11/5 a. 09/11/98 sP 01/06/06 sP WOOD APPLICATIONS UP TO 59,5 PSF UP TO 71.5 PSF UP TO 61.5 PSF UP TO 91.4 PSF 01/16/14. sP CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPEr' ANCHOR TYPE DIA. SPAN A B C D E A B C D E A B C D E A 6 C b E 68"sPAN 14 BRASS WOOD BUSHING 1/4-20 66"SPAN 11 6 4 11 11 _9 4 3, 6 7 6• 3 3. 4 3 7 3. 3 .. 105"SPAN 9 4 ..i..4...L 6...' 7 6 1'MIN.PENETRATION 123"SPAN 6 3 3 4 3 :' + + :.'• :'.. ` .. . y}}.tttttYtt•Y}t}t�{�,,, 68"sPAN 16_.1.13..:..6 : 13 13.....15..c.13..:..6..:..'�3.. .13.. .1'_:.:9.. ..6...:..1.3.•5.13.....?z..c.6...7..$.. ..a...:.9... l :1 .....:.......... 114" SW •14 :..Il :.6 � 13..:.,13 12,•;--6-••,.,5 ;.,8 ;•,9 10 4 4 � 5 4 ,9- � 3 4 i 4 •3--- WOOD LAGS .JOS"SPAN 12 8 5 8 9 10 4 I"MINIMUM TREAD PENETRATION 123°SPAN 10 : 4 : 3 : 5 : 4 — tttt rtt'tttlttttttty 69"sPAN 16 i 13 9p 13 i 13 78 c 13 i 6 i 13 :..13_. .16 '_.1Q- .7,_i-13',:..1 ...-14, r:76 FFFy�)IF��FFFFFFFYFVFNi 5/16`1 B87 PAN ...... ... :........ .... 14 ..; 6......9 1p 12 5 .... 6..,..5.. .11 .,4. ,. 5.... 5....-3... C7 WOOD LAGS 105"SPAt•I ..4.,, Z t"MINIMUM TREAD PENETRATION 123'SPAN 12 i 4 I 5 6 1 A '" �•' 1 '' ''' 68"SPAN 15..1.13..:..?1...1.13..:.13---..?6...1.13..1..9..,.:13..:.13..'.16..:.42.--1..8...1.13..1.13.....16..:.8_..1.'.?.. ?1...:.13.. r ��}•y}�}}ty}}}���}}btF}} 316" ,6a"SPAN ..53..;,53.. ..9__.'r_13._;.,13._...i6..'s_ _..;._?...i..?�...:..1�.. _14..{_5..:..B...e.. -•':--8.....13..:...4..,;..s....:...s....;...q... — WOOD LAGS 1o6"sPAN 18 1, g „7._• 11 12- 14 5 6 6 5 _ .. :. I"MINIMUM TREAD PENETRATION 12W SPAN 13 : 5 sa"SPAN 18 1 13 : 12 13 : 13 _16 :_13 t 1 p i 13 13.. .18..:.13..i..9...:-13.....13.....16 •.9....i'•.8• .12... .13.. }F}�FF}FFFFFI�FIF�F}}F+"' 7/16 66"sPAN ....._,..t3._....9_..,-13..,.i3. .1fi.., .5..'_.$..;..�z.-x.13.. .:1.6.....6..:.7....1...5.,.1..7._....19...'.3..,'..6.._...5...: 4:,_. ") WOOD LAGS 105"SPAN i6 6...: e :.12. 13 •....15...; 5- 7- 7- 6_ _ .. 1"MINIMUM TREAD PENETRATION 123"SPAN 15 5 7 7 : 6 W SPAN 9--,j„•6, :*13•r.13 ,12 '`•.6'11- 5,•-:- 8 .,...9... 4 4 ,; 5_ 3 4 4 i 3. �t1xX���X�kxIrtXcX va" 68"sPAN 14 ;ll,j . 13 ' 13 12 6. ..,._..6.. ..9.. is . :•.-::•.:....................:.....{....;.....,.:.,. ..:.. ...:.. .:... 1/4'ELCO PANEL NATES 105"SPAN 12 6 5 fl 9-_.,.10 4 4 : 5 : 4 - - .�. - 1718'MIN.THREADPENETRATION 123"SPAN ' 66"SPAN it3.. 13.. 6... .L.. .13.....15.. .13.•'--6.. ..13..;.13.. .19..;..8..1..6...;.13..;.13.....12-. 6...:..5..x...8...;.9... 114" ea"SPAN 14..1.11...'..6...:.13._1.13.....12...1.s-..1..5,.'..8...:.9... .16..: 4 =4 .1..5...1_.4.. ..g .:.3....i.:4.......4...c.3... 1f4"ELCOPANELMATES 1o5"SPAN 12 [ 6 j 5 6 9 10 4 4 5 i 4 U ., t23"SPAN 5 4 < .. ., ^ 1718"MIN.THREAD PENETRATION 10 4 3 "- : •' - ' • .. :. ... VERIOUSHEADTYPES 68"SPAN 16..L13.. ..:8...t.13..t.13.....15..L13..1..6._j_13.. .13.. .1�..1--9--:•6.'..:.13....13.....12..,.6...J......t..8... g... N .I�Y , ��1�1J® ee"SPAN 14..;.11..x..6...;_13..,.13.. ..1? :.6...:..5...x.,6 9- 1p : 4-.:..4...1..6...;...4... 9 3-:•i--4--- :-4._.y3 ,..... W z. 114"MASONRY SCREWS 1/4" 105"SPAN j2 B : 5 : : --. -••• ••- _ .....................:.8..._..6._...14.;...4;..i_.4...t..6....f1_.. .. 123"SPAN ... z 1718"MIN-THREAD PENETRATION 10 4 3 5 4 , Z NOTES: a � u 0 0 • x SPANS'AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. N _- -- FOR-,ALLOWABLE-_SPANS VS..DESIGN,LOADS REFER TO SHEET 4. x WHEN ANCHORING TO WOOD, THE WOOD MUST DE - A M1NIMUM 2 X 4 £OUAL TO 12 SOUTHERN PINE , 0,55-SPECIFIC GRAVITY V AND STRUCTURALLY PART OF THE FRAMING STRUCTURE _ OR SUCURELY ATTACHED TO FRAMING STRUCTUREPRODUCTREViSrD 81SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT 5CP J"R`0 RSFI ARE NOT ACCEPTABLE. as compiyinS with the ittvida U Dullding Cad. IT SHALL BE THE RESPONSIBILITY OF THE Aotttxonse No 5^•074-• O� ey °o Duto L 17 U 5m'N CONTRACTOR TO VERIFY THE SOUNDNESS OFt 98001 THE STRUCTURE TO WITH STAND THE ADDITIONAL D, 2 ^" LOADS AND INSURE PROPER ANCHORAGE. Mi°min r uctContml o SHUTTER SYSTEM MAY BE WTSALL INTO WOOD, ROBERT-S,; ONSOUR, PE CONCRETE OR MASONRY. co );B s OGIN06024 7