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HomeMy WebLinkAboutProduct Approval M IAM I•C3ADE MIAW-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIN-ISTRAnON DIVISION Mimi,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goyleconomv Shutter Tech,Inc. 7485 West 2nd 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 (AIM- L, 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 AFU (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 of the Florida Building Code. DESCRIPTION: Maximum Impact 0.050"Aluminum Storm Panel Shutter APPROVAL DOCUMENT: 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 July 14, 2017, signed&sealed by Robert Monsoux,P.E.,bearing the Miami-Dade County Product Control Revision stamp'"rith the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. ?4ISSILE 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&renews NOA 415-0714-22 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 Helmy A.Makar,P.E.,M.S. NOA No.17-0925.04 cr•D COUNTYu,U.104 Expiration Date: 10/2212022 Approval Date: I0/1912017 Page I 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 See NOA 01-0718.09. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#04-0621.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Alone. A QUALITY ASSURANCE 1. By.Alfiami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. A70,4 4 02-0312.08 cover page states the number of sheets incorrectly "sheets I through 18". This NOA #04-0621.01 is 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. TedBei-md:n, P.E. with no fee. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0925-04 Expiration Date: 10/22/2022 Approval Date: 10/19/2017 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 Pa7ieZ", sheets I through 7 of 7,prepared by Ramms-Engineering Inc., dated January 10, 1998, last revision dated 0111212006 signed&sealed by Robert Afonsour, 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 I. By Miami-Dade County Building Code Compliance O/j7ce, 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 Counoi 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. C'Afelmy A.Makar,P.E.,M.S. Product Control Section-Supervisor NOA No. 17-0925.04 Expiration Date: 10/22/2022 Approval Date: 10/19/2017 E-2 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 912-0628.12 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 0.05 0 Aluminum Storm Panel Shutter,prepared by Black-water Testing, Inc., Report No. BT-12-002; dated May 30, 2012, signed and sealed by YamiZ G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department ofRegulatory 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. DramlingNo. 98002, titled "Maximum Impact.050 Aluminum Storm Panel", sheets I through 7 of 7,prepared by Ran2ms 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 Couno)Department of Regulatory and Economic Resources, E. MATERIAL CERTIFICATIONS 1, None. F. OTHERS 1. Asset Purchase Agreement, 4�)q6lmy A.Makar,P-E.,M.S, Product Control Section Supervisor NOA No. 17-0925.04 Expiration Date: 10/22/2022 Approval Date: 10/19/2017 E-3 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 915-0714.22 A. DRAWINGS 1. 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 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, FBC, 2014 Edition compliance letter prepared by Ramms Engineering, Inc., dated June 26, 2015, signed&sealed by Robert Monsour, P.E. 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 July 14, 2017, 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 I. FBC, 12014 Edition and 2017 Edition compliance letter prepared by Ramms Engineering; Inc., dated July 18, 2017, signed&sealed by Robert Monsour, P.E. Okling A.Makar,P.E-M.S. Product Control Section Supervisor NOA No.17-0925.04 Expiration Date: I0/22/2022 E-4 Approval Date: 10/19/2017 2 1/4' COMPLtES WITH: _050 ALUM. RM91DN9 , 2 3J9• 5 33!36' FLORIDA BUILDING CODE SIXTH EDITION(2017) (HV.HZ.) 09/11/98 sop TESTED TO TA201, TA202 AND TA203 IH.V.H.Z.I I 01!06/06 sr OSD 7a 07e � 01/16/14 sr : W 09/29/15 sr n o w Ht VARIES 3'MAX. n WIND LOADS i0 BE CALCULATED AS PER ASCE 7-JO' .�y 07/14/I7 SP P2 " Q m NO 114CRESE/N ALLOWABLE 57RESS WAS USEO IN THE DESIGN OF THIS PRODUCT ox H26 1 a 1 aso N C6 2, GENERAL NOTES: j A ALUMINUM EXTRUSIONS TO BE ALLOY 606J-T6 OR EOUAL IG iu N iv STORM PANELS SHALL BE; 7116'{--r .St�Br f' 3Jgt j �, .050 5052 H-32 ALUMINUM OR EOUAL �r o• m 1Q 11 SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF /2 1/1' I� u ILI iu L2H iv LIN THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORiZONTAtt Y. .O N H� J y I ACCORDANCE TO THE DETAILED SPECIFiCADONS HEREIN V ! 8"MtN {i� t 8• MIN. OPANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION @) LLAT BAR FLAT&iR 1 129!32'3 2" 3 IJ2 ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 'R VARIOUS TYPES OF F»TRACK N0T SHOWN V THE FOLLOWING OR EOUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4"DIA. RAM LOK/80LT ANCHOR(SLEEVED DRIVE ANCHOR) CS) MIN, TENSILE 1190 - MIN. SHEAR f520 - I 1/8'MIN. EMBED. IN CONCRETE (,�} y6y qg •;-i i/2' UK TENSILE 1200 - MIN. $HEAR 1270 - 1 1/8"MIN. EMBED. IN MASONRY G d I I 1/4-20 RAWL CALK-IN ANCHOR (MACHIN£SCREW ANCHOR) WITH 1/4-20 BOLTS II-�� yy,.115 0-J 4" MIN. TENSILE 1870 - MIN. SHEAR 17JO - 7/8"UK EMBED. IN CONCRETE V f VARIOUS DECREE TENSILE 880 - MIN. SHEAR 1340 - 7/8"MIN. EMBED. IN MASONRY g CORNER PAN VARIES 1/d"PAWN.ERMA-SEAL TAPPER BY RAWL (MASONRY SCREWS VARIOUS HEAD TYPES) RETURN .os6 MW, -.too n v LJH MIN TENSILE 1520 - ABN. SHEAR 1960 - 1 1/2 MEN. EMBED. IN CONCRETE �S tB MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4"MIN. EMBED. IN MASONRY ]' 1/4"ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES) I J/Irt` 14 ' MIN. TENSILE 980 - MIN. SHEAR 1400 - 1 J/8"MIN. CUBED. IN CONCRETE 35 MIN. TENSILE 730 - MIN. SHEAR IJZO - 1 1/4"MIN. EMBED. IN MASONRY j3 • 1� ! 8"MIN. .060 MIN. ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL NGS OR URGER TJ I� WITH I'MIN. THREAD PENETRATION, 1/4-20 BRASS WOOD BUSHINGS OR 1 3J2 BLOCKING 114- 1/4"ELCO PANEL MATES WITH 1 7/8"MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 4 7 OF 7 FOR ANCHOR SPACING AMC MINIMUM EMHE0M611.T rT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE ip STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. a .Ji o 7/g'3 3/32' 3 7!32' 1 3/3 VARIES EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP$"OWING M .r S'MAXIMUM ^ CORNER PAN � •'SHV RER TECH, INC. HIA;EAB, R "DAO£COUNTY PRODUCT CONTROL APPROVED Sg � eti 1] WARNING TO OWNER OR TENANT LOCATED IN F-Acm HEADER OR ONE PANEL OF EACH OPENING. T{ .050 LIN. 18 It LJH 5TAT/NG "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING Z Wj STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED < MIN PERMANENT FASTENER COMPONENTS, EM&C PR ANCHOR BOLTS,AGAINST OR OSIO CONES q ' ' OR METAL SHIELDS, NOT/N USE, MUST 8E PROTECTED AGAINST CORRCISIOI•L SPECIAL NET PANEL SECTION CONTAMINATION AND DAMAGE AT ALL TIME. o 0 L z aE. m a 7/g' 1 3!32' 3 7!32' 3 1/32' 3 7/32" 13!32' 7J8' ALL SMIS J/dSTUD MAY BE ' ED IN IN REVERSE 01 FloND ruLOGGUOEs STRDDOfD rt SHORTER NS ANGLES SLEG DONLY q TYPICAL LiH� -1/4-20 X J/4 18-8 SUNLESS STEEL Q KNURLED STUDS—v U 12 1/2'D.C. d£TER TO APPLr WNS ON SNELIS 2&J a3LUDUCTPj kIISGI7 LZ, Lvgi-1 id111m33,idA ANCHOR OC3J ' MOUNRNC HOLES LOCATED ON u : MOUNTING HOLES IZ 7/2' ...- L`4dn SEP JRB RSM OTHER HORIZONTAL OR 4ERRCAL LEG. Lc HrtGCc ho �1 U ....m n 0 Z7-04 P�pGG lion bete o W 090 ZZ Of IO 98 CROSS SECTIONS aE „ ,o ,s AND,s D?' yIII NDT Rliurni n _ 1 u3uc1 CcRr i,� h�� Y� C� 9Eooz 21 STUDDED ANGLE DETAIL ROBERT S. MONSOUR, PE U 1/8"r 1 I/2"FLAT STUODEO STRAP MAY BE USED IN PLACE OF ANGLE EB-0006024 L m faliS ENGINOEQIIlG,kiC. 7 OIIS By .. NOTE:.II-•':'�.E7. or F.tOER er Sttt -- STORM PANEL . . :...., ..�..;.. 09!11/ _ •'e, SEE ANCHOR SCHEDULE �:A?rz. r 71 to 0.�6 HEADER SILL to ( 01/12/06 sP Iz H MAT{�lIlUbl Ptt�ACT T RM Pp IE NOTE--*:'- CONNECTION TYPE '8• ,.;� ©ar 19 E�A�26AIIER NOTEI�: :� Lp HCAOfR ar SILL 01/16/14 SP SEE ANCHOR SCHEDULEE.D 'or SILL ,} CONNECTION TYPE "C" ° SEE ANCHOR SCHEDULE CONNECTION TYPE A" y HEADER or SILL DE AlL 3 SEE'ANCHOR SCHEDULE DETAIL I DETAIL 2 CONNECTION TYPE "C" DETAIL 4 HORIZONTAL INSTALLATION VERTICAL INSTALLATION HEADER ar SILL ELEVATION ELEVATION 19 U R t 6 OR FLANGE MAY BE REVERSED (O GRE) C MAY BE INSTALLED IN REVERSE DIRECTION I CONDNUOUS BLOCKING NOTE: . T �' I6 OR 19 3116 ANGLE *01co""u", CHOR SCHEDULE IJf-2o TNRU BOLT CTION TYPE"A"WJ LOCK NUT t7`O.C. BOLifO TOCEMER WITH E13L/f-20 N1RU BOLT WJ t�K NUt 6-Q.C. Dd; USED AS HEADER OR SILL ., WED. : ftl wOR I1 RE EOTHER RO IILIA�APPLICAor TION FOR Lii 'l £OEDr'MINNoHEADER or SILL PROPER CONNECAON TYPE NOTE'.SE£ANCHOR SCHEDULE SE€ANCHOR SCNEDUL£ SEE ANCHOR SCNfDUtENOTE:'"'CONNECTION TYPE "D" CONNECTION TYPE "E CONNECTION TYPE "B" US WOOD BLOCKING 8 VARIOUS SIZES DETAIL 8 DETAIL 5 DETAIL 5 DETAIL 7 W"1 I o t T 'Eft or SILL E.D. E.D.},, j OROIIEAY BE INSTALLED IN REVERSE OIRECTION _ _,._. SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE _ n AS IN oETArI 6 FO E d' CO CONNECTION TYPE "D" g .500 CONNECTION TYPE "8" § x+wmw aR mpR = CONTINUOUS BLOCKING OPENING ° I 16 ,@ 6 OR I9 J1I6 ANGLE i + - 2 OR OTHER HEADER or SILL -� BOLTED TOGETHER WITH 2 J/f MAX' 16 T9 REFER TO THAT APPLICATION FOR OR CONUNUOUS BLOCKING y :•- PROPER CONNECTION TYPE T/f-20 TNRU BOLT W/LOCK NUT 6"O.C. - E D _ USED AS HEADER OR SILL BOLTED roGETNEA IW IN 9'MAXIMUM 1/4-20 THRU BOLT W/LOCK NUT 12`O.C. CONTINUOUS BLOCKING -�. t •'IVOYE:T ;� CONTINUOUS BLOCKING NOTE:* Z V ,,. 2 PIECES FASTEN TOGETHER WITH 16 OR 19 J/16 ANGLE • 164 RIVETS OR 0 TECK SCREWS 12'O.C. �.' ..`•. ' -- --- I6 OR�9 CONPNUO S BtOCXN✓G � n �J OBSTRUCTION 7 SJ6`MAX R1 20 MASHINE SCREW ANCHOR U o - t 'I CALK-IN/MTN SIDEWALK BOLT Ln L •' J"O.C. W/T/B"MTK EMBEDMENT -----»-•- T t/r-20 s JJ+KNURLED SLUGS rryp (,J' �r - - -----•�-----• MTN WASHERED MNGNUTS 12 112"O.C. (TYP.) DETAIL - J"'MIN EDGE DISTANCE 65.7 PSF MAXIMUM O -EQ•'. STORM PANEL z tw f✓ PftURED'CONCRETE ONLY MAY 8E MOUNlfO VERTICALLY MAXIMUM PANEL. HEIGHT'•7S"•. %, DR HDR17ournttr i DETAIL 10 DETAIL I I o - NOTE: w RE IF PAI{ANGLE TUBE OR wow {'..L MGST BE USED ON ALL BU/LO OUT CONdppNS IT SHALL BE THE RESPONSIGILITY OF THE CONTRACTOR TO'CL05f OFF ENDS IUj I •'•''`• TO VERIFY THE SOUNDNESS OF TH£STRUCTURE TO WITH 14 RfRIRN PAN OPROHAt USE or IJe-ANCLf STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCNORAGE. W YA.OUS 51X£5 FOR PURPo5E OF[XIFNOING W LL � 3 FLOOR PLUG AND T/ACHtNE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE. •('ti+T- SCREW AucEMR 12•oc MASONRY. LA TLOOR PLUG ANO L'OX.E5 t/a xrFur LURsac tUOQEO WMTIE WiNGMUlS / .; SCREW ANCHOR 17'p.C. ��';L. � Ln WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 1Z SOUTHERN PtNEB DWITH 0.55 SPECIFIC GRAVITY __________ _________- _-_. _.vt[Sronu Pnuft(Tr.) AND STRUCTURALLY PART OF THE FRAMING STRUCTURESLOTTEO MOUNTING MIX WY Be USED OR SUCURELY ATTACHED TO FRAMING STRUCTUREW CENTER WEB OF PANEL TYP.FOR ALL HEADER ONTDPPECIAL PANEL COMTGURAUON MAY SPECLAL PAN MPtKANONS SILL ON BOrrOlt MAXIMUM CAP BETWEEN STROM PANELE NE£OCD FOR TRAPPED WIDTHS. AND D.L,O. SHALL NOT EXCEED r/f' SEP ✓RB RSMNELS MAY BE ADDED O WTTN A AS VIEWED FROM FRONT NEWPT r1Jt-20 x J/t KNURLED STUDS A nl)GTTZ6VTSGn U XIMVB ADD-ON OF J FASTENED TO1 WITH�5H[RfO WINGNUTS(rm.J B:r.Onq>1 1BNE!.BY 7Nf USf OF/61 POP RIVETS ti' [;l')Lfi Lhc 1'(O.idu tff TU6UUR ANE'IS DR 10-2t $� _ __ .. v.._. . 01 RU BOLTS JS"O.C. .................. .:. .. Accet7p�—ee Pte, a SHaWx\ `.• .•- - SIDE CLOSER PAN ASSEMBLY ._-- -••-_-- --.1. EXp( Lion Untef o�o•' i4RNSCORNER PAN ______ ____ ___-_. �__.- .. _. .... _. '+}!��OR t7 ANGLE MAY YARY _I1CLOSER PAN NAUDIfJ • 12..............1 � ,,� 3 PLAN VIEWS °oNrFsara o O ROBERTS, MONSOUR, PE if rniD duce COnlre! r Q ..__-_._._._. DOVER SND0 AT�ANO u -... -..... DET L T T H-0006024 i m ni x WINGNUr IN SILL(EACH SIDE) PtVIS ETIGINEEVU0,VC. 7 1 1/4-20 FLOOR PLUG WfTHROASIONS BY MACHINE SCREW ANCHOR NOTE:"*' 114"PAN£C MATE SCREW WITH 14-20 STUD HEAD Q9/itl98 SP HEADER OR SILL WITH WASHERED W/NGNUT NOTE:* CONCRETE OR MASONRY, , I+�"''. -•t-r OL/1Z/06 SP .- NfADER OR SILL CONNECTION TYPE.` -_""� NOTE: j "tY00D, CONCRETE OR MASONRY BOR B e�•Cdf_i-NILE—CT10N TYPE"A" OS/16/14 SP • iN THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT , I '* Dq• 4 rE.D' :{ CONNECTION TYPE "A" " n, tPA INE USE OF AN EXTRUDED HEADER OR SILL. Lu RTE SHUTTER MAY B£ANCHORED DIRECTLY TOTHEPANEt SECURED Wt7tfEdSTRUCTURE WITH THE USE OF ONE OR A COMB/NARON REFER TO DEFECTION WASHERED WINGNUTSwIREFERTO CHART 19CHARTOF DETAIL tJI CU55 STUCCO FIN/SM"N NOTE:'* E.iSTORM STORM PANEL 0 I 1 111E REFER TO DEFECTION y 1 CHART CUSS F v _,;.... � CONNECTION YP W. 11 TION TYPE "A'" STORM PnNEL (� a 1/4-20 FLOO PLUG NTH 114 "PANEL MATE WITH MACHINE SCREW HEAD ®Oft B CONNECTtOK'TyPE "A" .4 WITH.14-20 SIDEWALK BOLT I 1/4-20 BRASS WOOD BUSHING HEADER OR SILL ME;STUCCO IN5rALLA-110N HEADER OR SILL INTO WOOD WOOD, CONCRETE OR MASONRY DEWL 14 L' n 1 NOTF'.,/y:•,.':.E"'.. :: 1 .a HEADER Srtt 7 HEAOER or SILL Ij+-lp wtwxE SLrL*txc. NOTE:�' '.':• HEADER or 9LL .'. '..;...� NOTE:ft ':�.. I.]5 BSA[tt1NOL0 HWMN TWE ' EO " ED '•' E SEE ANCHOR SCHEDULE niE; CONNECTION TYPE -A" use 1 .un°n r,o J/4"MIN. 1 I/4"uAN. SEE ANCHOR SCHEDULE ' CONNECTION TYPE "C" SEE ANCHOR SCHEOUL£ Ear•,''•• , Y CONNECTION TYPE "B" t SEE ANCHOR SCHEDULE ,'•' '• _ 5' "r L3 (/ CONNECTION TYPE A" 'NORM•CH S)e'swro+n9 i°Oc �d HEADER ar SILL SEE'ANGHOR SCHEDULE a .7�• ° CONNEC 110N TYPE "C° t�ANDOHCADER°r SILL n DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 DETAIL 20 L i r pG 1�I 4 10°r i i HEADER or SILL '�I O TE: S L i F o IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR a w TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH " STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE ; a l` SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE, n SCREWED OR BOL TEO TOGETHER WIFH MASONRY. 1/4-2D THRU BOLT W/LOCK NUF 12'O.C. WHEN ANCHORING TO WOOD, THE WOOD MUST 8£ :2 CONDNUOUS$LOCKING A MINIMUM 2 N 4 EOUAL TO#2 SOUTHERN PINE 16 OR t B I/4-ANGLE WITH 0.55 SPECIFIC GRAWTY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE 114-20 MASHINE SCREW ANCHOR OR SUCURELY ATTACHED TO FRAMING STRUCTURE pgOp11CT'RF_VI•SGll A / I"' �, •.�Q �, EO •'"' RAWL CALK-IN/WITH SIDEWALK BOLI w^c°mpi}•+Rq�•riM IUe PIdriJn tt/ V on °E Coa° I� SEP JIB R5u '•:t%. J"O.C. W/718"MIN. EM0£OMENT �•�'."• J"MIN. EDGE DISTANCE slcceptcata N°J 0(Z- ' POURED CONCRETE ONLYExllih lion Llele Lc IBJ $„0 2"z, F3q {�' /�(✓ o SHOWN " 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM Tliaroii:o tlLctCunml !�� T i � 99-007 DETAIL 21 1 t1 G 1 J ADJUSTABLE HEADER OR SILL ROBERT S. MONSOUR. PE EB-0006024 ' MUM1G EKUNEEPI%G,f1G 7 PMStON9 Br I P THE SHUTTER TECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE _058 ALUMINUM MAXI"U" I"PACr .STOMlM PANEL 09/11/98 sP HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 01/16/14 sR 123"MAX. PANEL HEIGHT 123"MAX. PANEL HEIGHT NO PANEL STRAP ONE PANEL STRAP 15 REOUIRED LOCATED MIOSPAN �i x � 2 g m PANED DEFLECTION CHART PANEL DEFLECTION CHART m MTHOUT HORIZONTAL STRAP �N g- WITH HORIZONTAL STRAP PANEL HEIGHT 0"-68" �.68'-96' 96'- o"eT 123' N§ PANEL HEIGHT D"-ID7" over 10T-123" U z WALL MOUNT 2 518 03 5/8" 1 4" ° WALL MOUNT 1 13/16" 3 3116" INSIDE MOUNT 2 518" 3 518" 1 4" o INSIDE MOUNT 2 0116"1 3 3/16" � FRONT VIEW SIDE WEW BUILD pUT 1 518" 3 5/8" 4" FRONT wEw SIDE wEW BUILD OUT 1 13/16 3 3/16" MINIMUM DISTANCE BETWEEN GLASS AND PANEL MINIMUM DISTANCE BETWEEN GLASS AND PANEL y� .050 ALUM HORIZONTAL BRACE STRAP HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DESIGN PRf55t/Rf PANEL SPAN DETAILS 5,T,9,10 AND t! DETAIL?ON SHEET 2 DETAtt t3 ON SHEET J DETAIL &8 DETAIL 1 ON SHEET? 1/4-20 STUD ON SHEET ET 2 DETAIlL 15 ON SHEET J ON SHEET 2 DETAIL 16 ON SHEET J 44.40 12A3 WITH WAIGNUT J/8"(Tw) ' 'HEADEREAD£R NEADFR£ADER 7 a 12 47.81 120 ' / 1/2"O.C. x « 51.231 1 77 FLAT ALUMINUM BAR I 58.0 i 1 L " SIDE IREW FRONT VIEW yy:{L YG{� o x Oo a B 61.47 110" DETAIL 'E" 66.85 106" 71.46 102 z�h J rs 75.30 97" z ° OU5S GLASS•-.� � n 81.45 90" 7/ �j GA95 N X 4 o p MAXIMUM GAP BETWEEN PANEL Z 86.83 84" ANO HEADER 15 1/4-(TYP.) / SILL` SILL SrLL z DETAIL 'F" s C�1.11..01 80 DETAIL 13 ON SHEET 3 DETAIt J,4, Jr 8 DETAILS J,4 AND 8 DETAILS 5,7,9,TO AND It DETAIL 4 ON SHEET 2 ? t ON SHEET 2 ON SHEET 2 ON SHEET 2 a �• WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT c E a ANCHORING PANEL ANCHORING PANEL WITH HDR.AND SILL WITH NOR.AND SILL WIN NOR.ANO SRL tJ u i'l20 CwD (� TOP&BOTTOM top 8 BOTTOM a NO NOR. OR SILL WIN/STOODED NORfsat 3 p.�i 3 ���......11l TYPICAL SECTION VIEWS 4 FASTENER MUST 8E IN NORROW PORTION OF KEY HOLE PRODUCT RE VtS[D U MOUNTING HOLE MAY ALSO Of A 9/16"OK CIRCLE """Pmlr'IDyc,•tmch°mOT;dn � Bui1!li, Crack DETAIL `G" , D S.o� k o sFRa E:gtirn inn b6lc�y y"?, _"2-n 1 U ■ fS� cu Dl is 96 1 1 mni D. ro.cic9,.L 1 0 v WN HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERT S. MONSOUR, PE q EXPLODED ASSEMBLY EB-0006024 m QR"A ENGINEEPIN'G,INC. 7 A IN C H O R S C H E D U L E 09/11/98 sr 01/06/06 sP ANCHOR SPACING Vs DESIGN PRESSURE UP TO 59,6 PSF UPTO 71.5 PSF NOTES: 01/16/14 sP AND CON14ECTION TYPE POUREOCONC E CONCRETEBLCCY. POUREDCONCTETE CONCRETEBLOCI( CONEC11ONTYPE GONECRONTYPE CONECRONWPF -NECNONlpe SPANS AND LOADS SHOWN IN THIS SCHEDULE ANCHOR TYPE PANEL E.O. A B C D E A B C D E A B C D E A B C D EARE ANCHOR SPACING ONLY. 3' 16. ;,,13 .0. 13..,. ]3 16 13 10 ; 13...,.13.. .16..1.13 7 13 ;-13 .16 13 :..0,_.:-13 13 NS VS. DESIGN LOADS „ 88'SPAN 2' 16 19 7 13•-- „8...;.-13. 13 16 13 5" 13 13 18 18 6 13 13 FOR ALLOWABLEOTMSP 1 11T 16 : 13�; 6 13 13 16 : 13 6 : 19 : 13 '14 13 4- -13 : 13 14 : 13 •• 41313 REFER TO SHEET DETERMINING 3' 18 13 6 13 13 16.; 13 7 13 13„ 14 :.6. 5 9 ; .. .14 6. -6-,. 9 10•-. 114'RAWL LOIC/BOLT(SLEEVE ANCHOR) 88"SPAN 2' 15 11 5 13 • 13 15 11 6 : 13 ,• 13 12 6 4 8 9 12 6 5 8 9 MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES ................. ..... .13. ..13.. .;� ..5... .3...,..7..;..6... .11...;.5..:..4..:..7......8... 1 118'MIN.EMBEDMENT 1114- 13 10 4 : 13 13 13 : 10 5 STUCCO ANO/OR WALL FINISHES. 3' 14 6 5 10 11 4 4 5 4 12 4 5 5 4 9 10 14 7 I.6...:............ tosspan 2' 12 6 4 8 8 12 G 5 6 9 -10..;.4 4 5 4 10 4 4 5 .. SHADED AREAS NT ANCHOR CONDITIONS THAT .........:......:..8.. 9 3 ....., 11/4' '11 5--: 3 -7 6- •11 ; 6 4 : 7 3 : 4 9 3 3 4 ARE NOT ACCEPTABLE 3- ..11..:..9...;.4...•..5...'--4.. .1?..;..4...;.5...'--5..;-.?... .... ..................... .. .. .............. 123'apan 2' 0 4 4 : 5 4 10-.;,,4- 4- -5..%.4 _ .. .. .. .. .. IT SHALL BE THE RESPONSIBILITY OF THE u .]....'....................�.......... ' ; -3 ..: 4 : 3.. ... CONTRACTOR TO VERIFY THE SOUNDNESS OF Z 1 114' 9 3 3 4 3 9 3 CON T _ 3" 16.-;.13,-;..T 13 13 13 13 6 13 13 •15 13 6 ; 13 •.13. -11 .11,- ..5-„i.it ,11.. H STRUCTURE TO WITH STAND THE ADDITIONAL E 60"SPAN 2" 15 13-;-6 � 13- -13.. .12,.{.12..;.5...;.12., 12,. .13..;.13.,.,,5..;.19 13,. .'10.. 10 ; 10.. 10-._ LOADS AND lNSUR£PROPER ANCHORAGE. e 1114' i4- -19 : 5 ; 13 13 10 ; 10 4 : 10 ; 10 12 : 12 4 : 121 : 12 9 9 3 9 9 SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, w t ItTT1-1I �. 3" 13 10 6 i-13 :.13. .1U..e.B 5 10 : 10.. .11_ i 5 5 7 :..8... .6 5 6 CONCRETE OR MASONRY. (.1) 88"SPAN 2' _1.2_.:..9...:._5. 12 12 ..?...: 7 4 8 9 10 ..5_..;.4...,..s.., 7.. ..7...;.3..,..3.. ......;..5... - 2 4....1....11.. 6 ..8... ................... .......... ..... .. 1I4'RAWLZAMAC NAILIN DRIVE 1114" 11 B 3 8 866 -7 -; 33. 4 .5... "MER DRIVE) 5 7 : 0 B 4 4 5 6 8 i 3 4 4 ; 3 7 .........3 ; 3 3 1 318'MIN.EMBEDMENT IN CONCRETE tOS span 2' .10...;..5.. 4...:...... .. ..�..;..�... 3... .5... .6.. ..8......3... .3... .4..:..3... ..5... 3... ..3... r r B 1 114•MN.EMBEDMENT IN BLOCK 1114- 9 : 4 : 3 6 7 7 3 3 4 5 8 3 4 3 6 ; 3 3" 9 3 4 4 3.....7...i.....•.i 3 .. .. .. .. .. ......:...... ..3..1..4...;..3 ..3.. .. .. .. .. .. 123'span 2' B 3 3. ... ... .. .. ... 1 114' 8 3 4 •'��--- ' ; VARIOUS HEAD TYPES 3" 16 13 11 13 13 16 13 7 13 13 16 13 '.9..• 13..;-13.- 13 13. ;..6 ' 13 .;`13- ...:.............: 13 . 13....14..i.13..i..5.........:...... ......}......•.....:...... .. .. ... tl�[1[[�i11�1tL[1[l�l�l[1T[�lle' 66'SPAN 2' 16 13.•:-9. : : : 13 :__13_ 16 13 0 13 :_13 '12 : 12 6 . . .. 1714" 16 13 6 13 13� --19--..•13.....5.•..-13�; 19� 16 13 6 13� 13 10�-:�'10�.��4��.•10.*..1D.� 3" ,16-... . ...................:..70..,.41.. ..9..,..4..;..4..;..6...;..6.. 89"SPAN 2' 16_:.13- --7 :_13 ]3, 11 8 4-„�-11-.,.11., 15 7 6 1114" 16 ; 19 6 : 13 19 10 7 : 4 : 10 10 14 7 6 : 9 10- 8 4 3 5 6 3' 16..;..6...:..?...;.11 13...1 ..;..5..,:.4...:.�..:. 0... .16..:.6...;.6..: .......... (MASONRY SCREWS) tos'span 2' 16..__,7.. -8 10 ; 12 9 ; 4 ; 4 6 7 -6 6 -B":'3. -: 3. 4'-: 3' 114"NAWLPERMASEAL TAPPER Lj -.•- . .....•- 3 5 8 12 4 4 5 4 7 .1..3...;--3... u c 1114' 14 7 5 9 10 B 4 114'ELCO PANEL MATES 3' 15.. ,5. 6 7 5 0 3 .. ,. - .. ... .. .. ... .............................:..3.....4.....4......... .. :.;.. -. 112'MIN.EMBEDMENT IN CONCRETE 123"span 2' 13 5 ; 5„-;. 4 3 6 3 3 .... _ ... :.5.....6.............. ................. ......:.....'... ..:......1............::...:........'............. 11/4'MIN.EMBEDMENT IN BLOCK 1114 12 4 4 6 4 7 •: 3 3 I 3° 16 13 : 12 13 : 13 16 : 13 : 7 13 : 13 16 13 : 10 13 13 I13 13 613 13, L t 68-SPAN 2.5' 16 13 10 13 ; 13 -14„1.13 ; 6 13 13 16 13.--: 9. : 13 : 13 -12-_':'12 5 12-: 12- I 2' 16 13 0 13 13 19 19 5 13 13 16 13 '; 7 : 13 13 10 10 •"4 10 10- I 3' 5,..;,12. : 12 16 10 8 13 1/4.20 x 715,112'DIA. as"SPAN 2.5' 16, 13.-1..6.--1.13 13 11 ,8_..1..r' 11 11 _16.,;.-9 '-: 7 : 12•-:-13•, 9 -4 -4 6..... 6. RAWLCALK-IN 2' 16 19 8 13 13 10 7 4 10 10 16 6 5 11 12 0 4•- 9 -'5" 6 . HIKE SCREW ANCHOR) 3' 16 10 : 8 13 .. 10 : 5 4 ; 7 : B 16 8 : 7 0 3 B _; 3 4 4 3 (n1Ac 3 4 ' a 718'MIN.EMBEDMENT 105"apan 2.5' 16 9.-:.7...j-13 13...,-9 4_ 4 6 7 i6 6 6 B 3 0 3. 3 ......................... ...... :......:...... W o 2' 16 e 5 11 19 0 4 3 6 6 14 6 4 3 7 3 3 3 a 8 ; 7 B 3 4 4 3 _ _ - .. .. .. a ; 3' ..16.....6......................_ ...........................}._ 123"span 25" 16 0 .;..6...1.B .. .. .. .. - .....;.8.....8..;.3... .3..:.4.. _ 3... ......... ..:....:... ..: �'. T 14 5 4 7 5 7 I 3 3 3rn 4RODIXT RGVL4GU as complying gilh the Plnridn L1 1)uilding Qxlu Z3 AcetT6 nee 1•bJ-2OU5.0 . En1i fon Ume,� IAS� / � SC�JAe DY �•I� - c� hi' f 1a odv ICunbnl p,(',7 t� w i I^IVl'V`vVVf Lu Of 10 9B � 5'rO1VN I • L ROBERTS. MONSOUR, PE )GB-0006024 / D j 219711 ENGVEEWIG.PIC. A ' N tl V 7 1 0 J \ V ! ! L V U L L AEvlS10N5 9Y « 09/11/96 sP ANCHOR SPACING VS DESIGN PRESSURE UP TO 81.5 PSF UPTO 91.4 PSF 01/06/06 sP AND CONNECTION TYPE POUREDCONCIMS CONCRETESOCK OUREDCONCTEIE CONCRMEBLOCK NOTES: 01/16/34 SP CONECIIONTYPE CONECTION TYPE CONECTW YPE CONECfK)N TYPE ANCHOR TYPE PANEL 8.D• A B C D E A B C D E A B C D E A 61 C D E SPANS AND LOADS SHOWN IN THIS SCHEDULE 3^ 13 13 16- TO 7 13 ;,t3.. 13 7 5 9- tj 13- 7 6 9 11 ARE FOR DETERMINING ANCHOR SPACING ONLY, •15.. .10..;..6................. . ........ .. .... .. S8"SPAN 2• i4 9 5 13 13 14 e , s 13 13 ->.z •; -s• j-a - 8 -;•9 -t2-; s-•,•-5 -�•8 �-16 FOR ALLOWABLE SPANS VS- DESIGN LOADS �T gym---ill ltt4' •12'-:-8..;-.4 12.. 12...-12..,..5...:..4 12..:..12-. .11..:..5... .3..,..7..:..9... .11..;.5..:..4..:..7...:.9... 'REFER TO SHEET 4. 6 5 12 $ 5 6 5 f1- 3 4 5 3 11 4 5 5 3 3" .12..;..4...;..5.................... .....�-.....;.....,..-... . I/4'RAWLLOK/30L7(SLEEVE ANCHOR) 8B"SPAN 2" 9-•:,•3,-�j-3-•'•�-4-��-•3��� �10,•�•.3-��;�-4�-�•_-4-••;,3..- 3 $• 4 -f 0 •4• - - .-• 4• 9 M/NlMUM ENDEDMENT AND EDGE D/STAt✓CE EXCL UOES 1 118"MIN.EMBEDMENT 1 174' 10 d 3 5 3 : 3 4 3 9 : 3 : 3 d ; 3 3" STUCCO ANDIOR WALL FINISHES, iD8"span 2' .....{.....-j......:......:..... .. ... .. .. .. .. .. .. .. .. .. .. 1114' .. ..:.. .:.....:.. .. .. NT ANCHOR !TI 3" ARE N COND ONS THAT SHADED AREAS REPRESENT oT AccEPrnstF 123"span 2" 1114' - -• - - •- IT SHALL BE THE RESPONSIBILITY OF THE ' 3' .13.,;,-8•. 6 12 13-_--9 9 11 5 t 5 8 .„ •8 .4- ; •4•-;-6 -7 ONTRACTOR TO VERIFYHTHE SOUNDNESS OF 7— c l -;.............:.. ..-.:..6...:.4..:..9-.... Sa"SPAN 2' •11 ? 1 5 11 11_ --H-- j 5 : -0 _;-H -,8... ,t0_-••`••5- -•d ..j .... ............ :••3 5• •` 8• - THE STRUCTURE TO W! STAND THE ADDITIONAL — 1114" 10 •7 ,•4- -I.10 •10 8 -.5•, :-3 7 B 9 •t••4-••' 3 6 7 7 •:-3 -1 •3 1 4 6 . LOA DS'AND INSURE PROPER ANCHORAGE. ' 3 4 3 8 3 4 4 3 7 3 3 !NT INTO WOOD, 3' ..10..:..4...:-_4..,1-$-..•..-0.-...L..:..3...:................... ......:............:.......:....... ...................{......}...-.. CONCRETE OR MASONRY. SS"SPAN 2" 9 ..'1 _ 7...(-.. .: .3 3 '.3... ..0... ......E.3.-..3... ...... .6...' 3u 1/4"RAWL2AMAC NAILIN DRIVE trld' -83---; 3 •4 3 --8 ' •t-3••t- 7 3 3 ; 5 t - - •• i g SHUTTER SYSTEM MAY 8E SAtt 0 (HAMMER DRIVE) 3' - 1 318"MIN.EMBEDMENT IN CONCRETE 185'apen 2` .•--.:-•-,--,..---• ......1.-.......---e....................:...... ............:.:....i.... .. .. .. _ .. 11/4'MIN.EMBEDMENT tNBLOCK 1it4' ..-..:......:......:......:............:......:......:...- .. .. -. .. -- -. .. .. .. 8 3 VARIOUS HEAD TYP58 3' 16 13 8 13 13 11 7 5 : 11 J 11 18 ; 6 7 12.•;-13 - •10-•.•.5 4,-;•-7. i.8 ....................... _-...--._-...._..........-..-.. .._... . .tltltttltjt�tlt�iljt�tttltlllt��` 56'SPAN 2" 16.. -�1._'.�..: 13.._.13... 10. 0..: 4 : 10 10 '18..,..8-.-�.8...'..1o..;-t2.. .9.....�.._..4...,..6...,-.7... .................... .. ...:............... .. 11/4" 16 10 6 13 13 9 6 3 9 9 14 7 5 9 11 - •8•,- 4..:-3•- -5- 6-• ffi �itttttititttttitXtt� BB"SPAN 2" 14..'..5.._!.5. .:.X...:.6... .0...: .3...;.-3...;.. ..1..3... .12..'.4...c.5..:.. .. ..9... .8.. 3...:.3...:.3. t T�yFt t • 6 5 7 3 3 d 3 1) 4 4x._5 3 6 9 � 3" (MASONRY SCREWS) 105"span 2' ............:......:...................:......:.....J.-....;..-. .. .. .. .. _.. _- -. .. 114'RAWt PERMA-SEAL TAPPER f 114" � ; �....... .......- �-..--�.. ..�... �i � 1/4"ELCO PANEL MATES 3' Li a " ............................................ .............. .... .. .. .. ........... .. .. _ n 11R'MIN.EMBEDMENT IN CONCRETE I23"sPan 2" 11/4'MIN EMBEDMENT Rd BLOCK 1174' ...-. ..:.-•.-,i......j............i......:.... .. _ - .. .. .. .. :- 3' 13 11 7 i 5 j 11 .11 _16.... -10...-;.H 13'. _13. ..10 B 4.•i.-7•.1.8 •�. Sa°SPAN 2.5' 16 13 7 13 18 10 7 1 10 10 16 ': 9 7 :-13 13 9 d 4 6 t 7 2" 15 12 6 13 13 9 6 3 9 9 t6--'-8 •5 ...12_,-13• .&.. -4..,--3•.:,.5,.-,-s--• { 3" 16- 1.7-. �...1-g-.-L.O.-...9...1.3.. -4.:1.-4:.J. 4 16 : 5 : 6 1 7 : 5 8 : 3 : 3- 3 3 r['� I I 114-20x778',112'DIA BB'SPAN 2.6' 16 63. 15--:-6-• •5 - 6--:--57• -•313-- BAWLCALK-!N 2' 16 6 4 8 --. - --,.. ... • 6 7 3 3 4 3 -13 4 4 6 4 8... .;..3.-.; (MACHINE SCREW ANCHOR) 3' : : : _ _ _ C, U 7!e'MIN.EMBEDMENT 105"span 2.S - - -- - •• 0 i23"span 2.5' — ; 2. � M Y fay b 4 d e1 I � n I PRODUCT Rrvlsrn I "^emPPly?n8 rvidr Lho PlDdda flVtiding Atcepr.✓Ten Pto� Ea�iwllon 2 D - Dal4� ZZ r�o2 r}(�' U SEP✓R�8 SN Y s) 4�yt+ I'A 1 �o of Itl s8 j •rodua+UcNr;•,I ! +��U'4. 4 b) p SHOWN M ROBERT S. MONSOUR, PE (� EB-0006024 V P/PYIS ENGINEEPING,INC, i 7 A N C H O R S C H E D U L E REVISION/ 6+' 09/]!/98 sv WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91,4 PSF 01/06/06 sP CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 01/16/14sP ANCHOR TYPE DIA, SPAN A 8 C D E A B C D E A B C D I E A B 1 C I D I E sa"SPAN 14 18 i 5 c 13 13 12 12 5 i 12 i 12- 10 :..7 4 10 109 4 4 i 6 7 BRASS WOOD BUSHING 1T4-20 11 $ 4 3 ,: 6 7 83 3 4 : 3 7 3 : 3 �88"SPAN 05"SPAN .6 .�......3 3... .3......4.....3.....,. 3 : ....:.... ..... ..1"MIP.PENETRATION 23"SPAN 8 3 3 4 88`SPAN 16 13 : 13. ..?5..:.13._:..6..'-13. .:.13.. .14..1..9...1.. ...'.13..L X3.....12._..6 r-5 t 6 .'.8... �kkklkkkkklklklkllkkkll 1'.. 88'SPAN 14 .:..1?.. .x...',13..;..13 ...1?..i.g...i..5. ; $ s ,G,.;..4... .4...;.. ...; 4. 9. 3;.. ..x...:..4...:..3. WOOD LAGS f45"SPAN 12 6 5, �.,$ 9 10 4 4 5 4 .. . ..,. 1•'MINIMUM TREAD PENETRATION '123-SPAN 10 . 4 : 3 6a'SPAN 16 13...:..?Q..:.13..1.43.. ..16..',.13..;..8...q..13..;..13.. .46. j4..i..7...;.13..i..13 _14.'..;.7...;..6..'.-g...:..14'-. ff ullkklkkkkkkklkkkk> . ; slier 6e"SPAN 1G 13 : 7 : 13 : 13 .. 7 : . 9 10 12 : 5 5 : . 5 .. : 4 5 : 5 ; 3 WOOD LAGS 105"SPAN 14..;. 7 : 6 9 :'10 12 = ,4. 5 6. Q. ... .. ... :.. .... .. ... ... ... 7 _ ......I......1.............•. .V MINIMUM TREAD PENETRAVCIN 123"SPAN 12 4 5 6 4 9, 6a'SPAN 16 13.. ..??...: 13 .1.13.....?6...1.13..:..9...:..13. :.13.. .16....42...:..a...i.13..: 13 16'.:..@...i..?...,i..1?...1.13.. w kkkkkkkkklkkkkkkkkkkkk 318" Se SPAN 16 :..13 : 9 ° b ......;.. 13 16 $ 7 10 12 i4 5 c 6 ; 7 ..6.....19' WOOD LAGS 105"SPAN 16 : 8 7 11 12 14 5 6 t G, 5. .. .. .. ... ... .. .. i.... .. l"MINIMUM TREAD PENETRATION 123"SPAN 13 : 5 : 6 6 : 5 _ V 6a"sPAN 16 13 12 13 P 13.. ..16.. .13..:.4D_.?..13...E.13.. .16..:..13..1,.9._.;.13..;.13.....?6..?...9...1..8...x..12...;.13.. kkkkkkkkkklkkkkllkkkkll 7/16 BB"SPAN 16 : 13 : 9 : 13 13.....16 : 8 : $ 1 12 t 13 16 : 6 : 7 : 8 : 7 14 5 6 : 6 4 ............................... ..,.............,......... WOOD LAGS 10T SPAN 16.,;..9..:, $ t 12 13. ..15..:.5, 7 7 6. .. ... .. .. ... ... .. .. ... .. ...... ......I... . ..�......._. ... .. . i.. r.. 1"MINIMUM TREAD PENETRATION 123'SPAN 15 5 7 7 G 6W SPANi6. i.13...:..8 ..t 1.3. ' t3. ..15 ?.13..: .6...:..13...:..13.. .14..�..9...t.s...i.13 : 13 ...? ..:..6...:..6..:. .8 � 9 �zktk�ktktkikxkl-k 114". 88"SPAN .. . .14..5.11..;..8,-_;,13 13.. ..12 i 6 i 5..;..6-..:.9 10 i A' i 4.. 5 114"ELCO PANEL MATES 105"SPAN 12 6 5 8 9 10 4 4 5 4 -, 1 7/a"MIN.THREAD PENETRATION 123'SPAN 10 4 3 5 4 6 8"SPAN 16 1 13.. B...i 13 1 13 15 13 : B ;_13..-:..13...14..;..9...C.6...l.13.. 43.....?2..;..6...i..4...;..B...i.9... 114^ 88-SPAN .14..'.1?.. ...F'...'..I.3..1.43.....?3.....8...'..5...'..8..._.5... .18..1..4...: 4, 5. 4 9, 3 4. .:..4..._.3... 114"ELCO PANEL MATES SPAN 12 [ 6 5 B 1718"MIN.THREAD PENETRATION SPAN .10 4 ; 3 : 5 4 n VERIOUS HEADTYPES 68"SPAN 18 : 13 8 : 13 : 13 15 : 13 .j 6 : 13. -?.13-- _14•. -9_ 6- : 13 _:_13 12 : 85 :,B.., .9 ......................................._......... .. .....-. o 88"sPAN 14..;.11.. x...:.13. 13. 12... ..G.. y..5... ..8... .9... 10 4, : 4 5, ,d.. . 9. 3. 4.. 4. �...... y Lx.1 114"MASONRY SCREWS 1w105'SPAN 12,.j,.6..1. 6 : 8 : 9 ..10 , 4 4 S 4 y' 1 718"MIN.THREAD PENETRATION 123"SPAN .10 4 3 6 4 z a NOTES: o o SPANS AND LOADS SHOWN IN THIS,SCHEDULE �' F `ARE FOR DETERMINING ANCHOR SPACING ONLY, a FOR ALLOWABLE SPANS VS. DESIGN LOADS 3 REFER TO SHEET 4, g P� m E a WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 £OVAL TO 12 SOUTHERN PINE 0.55 SPECIFIC GRAWTY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE FRcibIIOT REVISED OR SUCURELY ATTACHED TO FRAMING STRUCTURE B,c nlmpleing 1 il6 t&e RmiJa Brtltdi:iq C.'N - SNAOEO AREAS REPRESENT ANCHOR CONDITIONS THAT Ac�Ptttnec lJo�]-O Z3'.04. ��, SEP JAB SAf B.vpirs/ilnn Onte Z.3--ZP 2-7- O ARE NOT ACLEPTABCG /'{ 1L A IT SHALL BE THE RESPONSIBILITY OF THE Miami Oa rcdutt CAOi 01 .,... 'It OI IO 9B CONTRACTOR TO VERIFY THE SOUNDNESS OF 1 ` cq,t SHOW I THE STRUCTURE TO WITH STAND THE ADDITIONAL I' C3 sBBOz LOADS AND INSURE PROPER ANCHORAGE. - IVVI Z SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, ROBERT S. triONSOUR. PE CONCRETE OR MASONRY. EB-0006024 r M'iit EttGtti£ERtttG.tic. 7