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HomeMy WebLinkAboutNOA; Aluminium Panels ShutterI DARE N14MI DARE COUNTY, FLORIDA MM 1 METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAW FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2909 NOTICE OF ACCEPTANCE(NOA) Madden Manufacturing Co. --Ric Y - 1889 N. W. 22°d Street Pompano Beach, FL 33069 OPY SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. -The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals- (BORA) 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 Division (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 AML may. immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements ofthe 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 00-380, titled "0.050" Aluminum Storm Panels", sheets 1 'through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 6, 2001, last revision #2 dated February 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval.date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be consider,'ed 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 and renews NOA # 98-1110.03 and consists of this page l as well. as approval document mentioned above. . The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No. 01-0313.20 o Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Page 1 ' LAO15 BEL LOCA TIO ,537•. ' 0 1,0312' •• nln P� o .BDO' .250' .1 5 1, 12.00" COVERAGE ! e ALUMINUM STORM PANEL SCALE : 1/4" . 0'-1" ALT. STUD DIRECToI0 E STUD CHE .@nTYhLORCE. N O " �. 5.00" MAX O ANGLE 4a STUDDED ANGLE SCALE, 1/4" . 0'-7" ' SCALE : 1/4" . 0'-1" g L• �-2-�a--15�" D�.00312' '537 t'-f l •093" . �"C,050" `o ( 800" o n TYP•. .2S0" �r A l!o T I 6,00" COVERAGE l ALUMINUM a HALF STORM PANEL 2 'O h" HEADER 3 'U" HEADER'. SCALE. 1/4" . 0'-1' O,$CALE : 1/4" . 0'-1" 'SCALE i 1/4" 'rr}� W e 93" 71'P. '01RE•CTIO D c 93" TYZP. E •C E MA I -A p 6 COP 125 ORC.W t�m's-'rid O'ANGLE O STUDDED ANGLE SCALE . 1/4" a 0'-1" SCALE, 1/4" . 0'-1" GENERAL GENERAL NOTES: , 1. THIS STORM PANEL SHUTTER SYST€M IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING COD . 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMF,{7 FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL_QE LABELED AS FOLLOWS MADDEN MANUF TURING COMPANY p MIAMI-DADE COUNTY PROCDUCfppCONTROLAPPMMROVVED A 4.S40 T0CCOLS PA 201, PA 20i TESTED IZ03.CDESIO ISEeASEDTON [ONSTRsCTIONOTESTINQ CORPD0.ATION (C.T..C.) TESL' GEPLORT6 No. 96-014, 00-050 AND 01-027. S. TMICKNESSSTALL EgXTRUSIONS BXAgLL DE 606 �T6�ALNUMINUALUMINUM A LOY UALLOY O N Y; 0.050' 6 tGALLpyVANIZED TSTEEL WITMLA 33 K.5.1. MINIMUM YIELDESTREN�RNiH YS STAINLESS STEEL, OR 7 THE OE SS)IS P TOELBAR MORELBUPf1l5 UNS9TM AN 3 3ED TO 44 DIRE �TSS.-AN 7STALLATIONS 30 FEET OR LESS ABOVE GRADE AR TRAY BE SEO FAS O EDTORMPAN ROM WASMEREOVERLAPS WIENGNUT$.ASEEI MINIMUM PIANEL SEPARATION FROMM GLASS SCHEDULEI FOR REDUCED SEPARATIONS. B. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTTHE ALLY. qqALL VERIFY THE A/� M 9 J09 S TE BEFOR COMHOLDER MENCING W TM TNE�WORK .TC0 VERIFY ALL DIMENSIONS AT THE 10.AT LEgST ONE WARNING NOTE PER VENING'SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE 6 BOLTS ARE PROPERLY INSTALLED WHEN NEEDED", ' 1 STEEL BAR 12 "C" TRACK (FINISH) O "C" TRACK O SQUARE HEAD MACHINE SCREW SCALE . HALF SIZE SCALE : HALF SIZE 3 "SCALE: HALF SIZE 4 N.T.S. 8 Z-STUD TRACK SCALE : 3" . 1' - 0" mF.0 DIRECTI00" "E" TRACK SCALE. 1/4" . 0•-1" 3.376" MAX. 092" 165" 1� r 375" TYP.I ���� 63"P+ m 090313".660" : N L 650" . m�iefr- ` . 188" �a j�l�-ll-- S. ZAMAC GRADE,40 ON•0 050V•ALUM AILLOY313004.H34) KEYHOLE. 7a "F" TRACK 7b BUILD -OUT "F" TRACK O ' WINGNUT 0 WASHER . . SCALE. 1/4" • 0'-1' SCALE :HALF 512E SCALE. HALF SIZE SCALE. HALF SIZE nuivawdlmLcwo ' Apprnr r eMM'riwM! Qr MgGGp GGEE p g e1 M lf•L1 GAL(V 5,°EE°L 1420" . GRADE 40 690" 890" !A' 375".R .090" 00" .690" I p Z".I • I- 125".21p 215 215 1 10" 1 .090"ll .06" 00 YM.^ SQ. 375" R SYM, ,1/4-20 K 3/4" .8 0, MACHINE SCREW u M. i� ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS LU , 1i ?F j? S3 ANCHOR TYPE LOAD PSF MAX. MIN. MIN. 3/4" EDGE DISTANCE SPANS UP TO S.-6" (SEE NOTE 1) SPANS UP TO 7.-6" (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) (SEE NOTE CONNECTION TYPE 7 2 3 4 S CONNECTION TYPE 1 2 1 31, 5 CONNECTION TYPE 1 2 3 4 S 48 12 12112112 12 12 12 10 12 1 11 12191 7 12 8 62 12 12 11 12 12 12 t1 8 1219 12 616 12 6 Q-� U----�Kic4il,i-tii-� S„�jjtdlpl�a6ReEL E R P_ 11�AltIN iD0 67 12 12 10112 11 12 9 7 12 8 12 6 6 12 6 92 12 9 7112 8' 12 6 6 12 6 12 6 6 12 6 112 12 61 6112 6 12 6 6 1216 12 6 6 12 6 200 12 ST 6 12 6 12 6 6 12 6 12 6 6 12 6 Q O O * SM N% S6; MIONN5O,D�BEED�NM�g1INNi STEELACMOIE S `sEM 48 12 1121 111 12 12 12 12 8 12 11 121 9 6 12 B 62 12 121 9112 12 12 11 6 12 9 12 6 4 12 16 67 12 12 8 12 11 12 9 6 12 8 12 6 4 11216 72 12 12 7 12 10 12 8 S 12 7 12 6 4 12 6 92 12 9 fi 12 8 12 6 L 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 * * l •4Ep y FT-71 `MPMN^ NNZ'NT� SCA4W WITH NU7� 48 12 12 12 12 12 12 12112 12 12 12110 10 12 9 62 12 12 12 12 12 12 12111 12 10 12 6 8 12 7 67 12 12 12 12 12 12 11 10 12 9 12 6 Be 12 7 92 12 10 10 12 9 12 6 8 12 7 12 fi 8 12 7 112 12 7 8 12 7 12 6 8 12 7 t2 6 8 12 7 200 12 6 6 12 71 12 1 6 1 8 112T7 12 6 8 12 7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EOOE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3.ANCHO S SHHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS, RECOMM NDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO, S. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. TFASTENER '6 SHALL BE LOCATED INACENTER OpFANOMINALA2" x 4" (MIN) WOOD tU3" "SOU THERN PINES ACCEPTABLE -0 55 OR GREATER DENSITY LA�i SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. B.0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. +f9. NUTI OR W(�ASHEREDOWINGNUT. REMOVABLE ANC„ORS ARE REQUIIRED„FOR DIRECT' VALUE SPECIFIEC IN ANCMpR SCHEOUIpCIIOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLEyWASH R. *10 .3/04KEYHOLE WASHERS ARE USED E USED IN LIEU OF 1/4-20 SIDEWALK BOLT IF Al>A��6e�NN4�Or 11fi1166B 2. . Deb N M16ni D1 d Wm m QO m O t O� co Ns Vm gppp$ Lu A a W j 7A11 O zo g� IPERP. TO PANEL SPAN)I TYP, SECTIONS TOP MOUNT Qm a EPLAN VIEW H� W ® OPTIONAL STEEL N BAR ON OUTSIDE OF PANELS - NOTE 7NERAL �• .30 .62 BOTTOM MOUNT TYPICAL VERTICAL MOUNT ELEVATION OPTIONAL SEE GENERAL NOTE 7 _ EXISTING STRUCTURE (Z) WALL MOUNT Q OPTIONAL SEE GENERAL 1/4" MAX _ _ _ _ NOTE 7 STRUCTURE O® © TRAP MOUNT 1 OPTIONAL rA57ENER m 12" O.0EE , S ANCHORS HEANCH ANY EE GENERAL ACCEPTABLE ANCHOR NOTE 7-7 EXISTING ALUM. ANGLE CLOSURE PIECE. STRUCTURE 1" x 2" x ,125" MIN. TO 2" x 5" x ,125" MAX.. O TRAP MOUNT MB' /' 10 OP TIONAL 'MAX C— �— — NOTE 7NERAL STRUCTURE tO® OD FACE MOUNT TYPICAL CLOSURE DETAILS (PLANylEws) SCALE. 1-1/2" : V-0" HORIZONTAL MOUNT ELEVATION 11 OPTIONAL SEE GENERAL NOTE T77 — — — ]rt/4" MAX. O® ALUM. 2" ANGLE .125' MIN•TOE PIECE. 2" x 5" x .125" MAX. MI . EMB. EXISTING A STRUCTURE ANCHORESCHEOULE OOR ANY ACCEPTABLE ANCHOR Appfwnd® BUILD -OUT rr.pylx{wW tw iQOPTIONAL =219p 01 SEE GENERAL grW. NOTE T OUTSIDE 417 1 INSIDE 12" O.[ TYP. TYPICAL BAR ATTACHMENT IUSE ONLY WHEN IMPROVED DEFLECTION REQUIRED) r, i a EXISTING CONCRETE EMBED. HOLLOW BLOCK, OR WOOD (TYP.) FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE FASTENER, SEE ANCHOR TYP TTOP LUBOTTOM CONNECT GNR' REFERENCE ` FASTENER, SEE ANCHOR • ' SCHEDULE. REFERENCE B ' ' C0NNECTI0N'iYPE2• 2 CONT, TYP. 2 1/4" MAX. i 90C0NT. �h a$ S SEE TABLE 2 ao p o 1 1a q SEE TABLE 2 OR DOOR p F ca w 0R 0 00 N 1/4-20 MACHINE [ (N2B0 BOLT WINGNUEm FOR PANEL NGTHS �n �I LESS THAN OR EQUAL TO n =m s . 104" AND (� 6" O.C. FOR � 6 CON a 8g PANEL LENGTHS GREATER Oo p n B THAN 104" 'O6 CONT. N� 6l z= �� 6 CONT. 1/4-20 MACHINE BOLT EXISTINNG CONCRETE Yu RIOLLOW BLOCK OR WOOD b WINGNUT 12" D.C. RAMING SEE NCH0R ' FOR PANEL LENGTHSCHEDULE BAS D ON TYPE LESS T+IAN OR EQUAL TO OF STRUCTURE ' 104" AND 6" O.C. FOR FASTENER, SEE ANCHOR • .TYP, TOP b BOTOM . •^ ER, SEE ANCHOR PANEL LENGTHS GREATER SCHEDULE. REFERENCE Qa+� E. RERENCE THAN 104". CONNECTION TYPE 3'- ErFI 'I0N"TYPEl" ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL' CEILINGANSIDE Z W O WALL MOUNT SECTION O MOUNT SECTION D Q SCALE .3" . 1'-0" SCALE .3" . V-0" Q� F C 3 N0 a�ii% EMBED. p K� (TYP.) IG CONCRETE FASTENER, SEE ANCHOR J BLOCK, OR WOODV-_ SCHEDULE. REFERENCE G (SEE ANCHOR ILE BASED ON TYPECONNECTIONgWE 4'UCTURE11 14 TEK SCRg7WS OR 1/4-20 )P b BOTTOM BOLT AqND NU4 12" O.C. I ATAGGEREg_ IT . TOP r v,etwarnurontc O-j FASTENER;SEEANCHOR Approved "tampw"WIlNa' q O3 CONT. 11 SCHEDULE. REFERENCE rB Qe E OR DOO W - CONNECTt0N'ME 2' SEE TABLE 2 1 1a _ 1/2„ NOAN - a 1/4" MAX �ehodslQ £ W lW'J � �-11,-,�.• /- A` .V"1. m 6 ONGLASS m T. OR 000 O 1a r PL n SEE TABLEW P Oi 4 Y r % r < 1/4I20 MACHINE BOLT = b WINGNUT (E 12" O.C. 21 FOR PANEL LENGTHS LESS THAN OR 0 C. FOR TO re PANEL LELZ NGTHS• GREATER 3i01 THAN 104'. '•'• ` u C0NNECTI0N"TYPE 41 eu wn° r•, SIDE CLOSURE REQ'D. (SEE PLAN VIEW) ••`�B"v�i OBUILD -OUT MOUNT SECTION O BUILD -OUT MOUNT SECTION 00-38( SCALE + 3" . V-0" SCALE, 3" . V - 0" . A 1=1—.@ LqFOR OSO 6 i ONT. SEE TABLE Lj WOOD BLOCKING USE_1/4"P S.S. 1" x 4" x 0A55" OR t 0HE1%4"0 THRU BOLT W/ %ACCESS HOC .2" x 4" x.0.055" ALUM, Cm MIDWAY BETWEEN STUDS. TUBE OR 2" x.6" P,T. TWO-1/4"O S.S. LAG SCREW (� WOOD BLOCKING 24" O.C. MAX. W/ 1-3/4"C PENETRATION IN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS, NOTE, USE OF THIS DETAIL IS LIMITED TO a 72 P.S.F. O WALL MOUNT SECTION (BOTTOM)' SCALE. 3" . V-0" THREE 1/4"0 WOOD SCREWS W/ 2-1/4" EMBED. Lb 24" O.C. F CONT. W 000 SEE TABLE WOOD ROOF TRUSS OR FRAMING MEMBER (5A 24" D.C.CpMAHHX, _PLYWOOOI SIOFFIT S BETWEEN :S (m 24" O.C. CONT, O SOFFIT CONNECTION DETAIL SCALE . 3" . V-0" 5E N OR DpOORR FROM GLASS SRCHEpO . TABLE 2 W 1 m 1a � l7 N N m • n E J EtTsED. EXISTING CONCRETE, FASTENER, SEE ANC HOLLOW. BLOCK; OR WOOD REFERENCE CONNECTII FRAMING ITYP. TOP (USE REMOVABLE At 6 BOTTOM) . MOUNT ONLY 6" OR NOT EXCEED �CHEDL (TYP. TOP & BOTTOI 1. W J m Q • F W ' 1/2" OR 3/4" MAX. 1/2" TO 3/4" ALUM. SPACE. 11" O,D. 7/16" I.D.1 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ' NOTE ITOP OR TTOMEOF ATPANELS.. (TYP. TOP 6 Bu. um6 O WALL MOUNT SECTION ® WALL MOUNT SECTION ©WALL MOUNT DETAIL (DIRECT MOUNT) (DIRECT MOUNT W/ SPACER) SCALE . 3" . T-0" SCALE . 3" . 1'-0" ' • 2" x S" x 1/8" ALUM. PLATE ' 16063-T61 INSIDE EACH SIDE. FASTEN W/ S M 12 SMS OR , 3/16-0' POP RIVETS EACH SIDE AS SHOWN @ 1" O.C. ALUM.TUBE SEE ABLE m THREE 1/4"0 W000 LAG ' SCREWS W/2-1/4"MIN. SPLICE DETAIL FOR BAY n _ EMBED. () 24" O.C. MAX. WINDOW APPLICATIONS. PLACE ONE FASTENER THRU HEADER SCALE'. 1-1/2" . V-0'• LASS OR ObOR W W. R FR ROOF TRUSS AMINO MEMBER 1' 1•. Cm24" O.C. MAX-. 1 i Q E g NgM p.p PLYWOODI SIOFFIT E - b 1" x 4" OR 1" x 6.. AS 'TER, SEE ANCHOR 062" CCONT. ALUM. SCHEDULE REFERENCE UBE (6063-T61 ACCESS CONNECTION"TYPE S" M14 SMS P 12" O.C. HOLE io BETWEEN TRUSSES (TYP.) ' LM 24" OG.CL..S [ = MAX. DESIGN LOAD- 261.0 P.S.F. gS 6R DOOR 3CONT. . O BUILD OUT SECTION fTYP. TOP b BOTTOMI . J SCALE. 3" . 1' - 0" 1 is E • SEE TABL44A w APP..vrednampyBrwWYYa (MAX. DESIGN LOAD • 56 P,S,F.) O ALT. SOFFIT CONNECTION DETAIL N>ta . olk. �sur SCALE. 3" . V-0" Dbt E SEE TABLE 2 1/4-20 S.S MACHINE xZ SEE TABLE 2 ©A" xxM2 STUDS i y. O BOLT AND NUT jJ ANGLE (� 12" O.C• O q MAX. 1/8" TILE <a E FINISH MATERIAL Od we Y ym (MAX. DESIGN LOAD x 61 P.S.F,I ® WALL MOUNT SCALE o 3" = V-0" S I KPINING PIA ELL�MNEL r STU6 ANGLE' Co 1/4"-20 STUD UJ INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1-1/2" a V-0" 1 to 1/4-20 S.S. BOLTS W/ WINGNUTS (D1a 9 24" O.C. MAX. ITYP.) ANGLE MAY VARY N PUNCH Mg 1laJ/4" 0 POWERS CALK -IN (61 4" O.C, W/ 7/8" MIN. EMS. m INTTOO CONC. OR HOLLOW BLOCK. 4. 2" x 5" x 1/8" CONT, TANGLE 6061-T6 ALUM. Jy0_T_Ei THIS DETAIL MAY BE USED AT OP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD : 72 P.S.F.) O EDGE MOUNT DETAIL SCALE . 3" 0 T-0" B" x 3" x 1/4" ALUM. ANGLE 1/4"-20 STUD WNUT 60 6" O.C. :"0 POWERS[,2� x 3" x 1/8" ANCHORS W/ ALUMINUM ANGLE EMBED. (iD 4'• O,C.wwr EXISTING CONCRETE HOLLOW BLOCK, OR WOOD INTERIOR FASTENING FRAMING ANGLE ASSEMBLY SCALE. N.T.S, 9 PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH -O7 1e ADJACENT PANEL AND FASTEN 2" x 2" x 0.125" CONT. WINGNUTS FROM THE INSIDE TO4"x4"x0.125' 6063-T6 ALUMINUM ALLOY OR 18 GAGE GALV�SBGRADE 40, STEEL ANGLE STORM PANEL INTERIOR O ALT. CORNER DETAIL ® FASTENING (ISOMETRIC) SCALE, 3" " V-0" SCALEi 3" m 1'-O" 3/4" PLYWOOD ¢xWi it M 2" x 4" z 1/8" CONT, = '60 y W ALUM, TUBE (6063-T6) =•W UO t y (N2j „ 1/4"O POWERS CALK -IN @ 6" O.C. WITH')/a" MIN. EMS, IN CONC. OR >= HOLLOW BLOCK OR 1/4"0 LAG SCREW 00 12" O,C. W/ 1-1/2" MIN. EMS. IN WOOD, N� Z= x 1/2"0 THRU BOLT fASTM A 325) 9b 12" O.C. x°o 1/4"0 POWERS CALK -IN (S12" O.C. WITH 7/8" MIN. EMS. IN CONC. OR� HOLLOW BLOCK OR 1/4"0 LAG SCREW 0 24" O.C. W/ 1-1/2" MIN. EMS. IN WOOD 44d�8 2" x 2" x 1/8" CONT, ALUM. ANGLE 6063-T6 �N p 2Lu (MAX. DESIGN LOAD : 72 P.S.F.) "PASS THRU" DETAIL O -1� Q¢ o SCALE. 3" a V-0" o ga S 0 100 A II A I x1 w 1" x 2" Z_ x y�z 0.055" 6063-T6 ALUM. TUBE 2" x S" : { OR2"x4"OR2"x6" yy P.T. WOOD BLOCKING 'ASTENE&p �S�C SEE ANCHOR SCHEDULE 2EFERENCE CONNECTION `TYPE 2" "i E 1/4" MAX. } 4x. • APp�+mqdomg1Kth(M �� -Q2 CONT. W D_ I e ^ �Ila MIwIDtltlrodWCatml r V.J. xNEZE W BY La A �7P SEE TABLE 2- -1 I WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE - 3" . V-0" 00-380 1 0 a j 1/4"0 RAWL CALK -IN f� 4" O.C. GLASS W/ 7/8" MIN. EMBED. IN CONC, OR DOC OR HOLLOW BLOCK 1/4"-20 STUD b WINGNUT. PANEL TO ANGLE CONNECTION P 12" D.C. FOR PANEL • B'-8" AND 6 D.C. FOR PANEL LENGTHS GREATER THAN W-8" 1 to m = a r W N W N ® CONT, O``q R DOOR SEE TABLE 2 E '•' O ALT. TRAP MOUNT DETAIL SCALE , 3" . 1'-0" GLASS 0 DOOR 1 to J m 12 II 1 x f I2" 2. 4,, O.OSS" 6063-TG TUBE t x x ALUM. 2" x 5" OR2x 4OR 2 x 6 P.T. WOOD BLOCKING SEE TABLE 2 W m a h r iu M OW ta R A E a O BOLT 6C I PAWL CA K-INL� 6" O.C. 1/4• W/;O OR BLOCKIN. EMBED. IN IONCRETE OR r ENS NOTE: 1, THIS DETAIL MAY BE USED AT �TYI TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED , TO MAX. DESIGN LOAD . 72.0 P.S.F. ALUM. TUBE BUILD -OUT SCALE , 3" . V-0" I®x 31 I ©CONT I2" ,xi 5"Ix 1/81 6063-T6 ANGLE 104". NOTE • TO�SOR BOTTOM OF PANED AT AC STORM PANEL BUILD -OUT SCALE, 3" . V-0" U72S R 13 WITH(14 1/4-20 x 3/4" MACHINE SCREW WITH .67S" x .675" x .125" SQUARE HEAD / SEE TABLE 2 1/2" O.D. x 1/4" I.D. 3/16" W TO LOCK STRAP IN NYLON BUSHING PLACE USE A THUMB a OR 1/4-20 S.S. NUT ITYP.)\ ETAIL AE SCREW OR A TRUSS W m HEAD BOLT uN 1 1a z0 12 13 B B t1/4-20 x 3/4" �• FASTENER, SEE ANCHOR I MACHINE SCREWWITH.675" x .675" MB SCHEDULE. REFERENCE x 125�QUARE CONNECTION•TYPE 1• EXISTING CONCRETE, I HEAD 14 HOLLOW BLOCK OR S/16" I.D.AND A WOOD FRAMING. ppewedaaco�flyl�w4h1N 1/2" O.D. x 3/16" / MINIMUM NYLON INAI NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN BUSHING OR 1/4-20 , LOCATION •• 1/76 NUT (GALVANIZED] � OF STUD • h • HEADER OR " U •HEADER TOP MOUNT N. CI ®C-TRACK ASSEMBLY - INSIDE MOUNT ® C-TRACK ASSEMBLY --(BLOW UP) sy ® C-TRACK ASSEMBLY (ISOMETRIC VIEW) SCALE, 3" - 1' - 0" SCALE, HALF SIZE N.T.S. CSi I I zm d W a LU wm r� Q0 0 Ux to $ qq t b QW g 2:u 2 ulW. 104". Na 2p 0083 0 a ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS LU CDCC ZF �j? g3 [417) to ANCHOR TYPE LOAD IW) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 7'- 6" (SEE NOTE 1) SPANS UP TO 1N. 6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 1 5 Q--� U--- 4f>rb-� 40 12112112112 12 1x 12 10 12 11 12 9 7 12 B 62 12 12 11112 12 121111 8 11219 12 6 6 12 6 67 U 12 f0 12 11 1219 7 12 a 12 6 6 12 6 �LONG Lp.Ap}uff�[N[CM aVEA OOO GRA N T07 72 12 12 9 12 10 12 0 7 11217 12 6 6 12 6 112 12 6 6 12 6 12 6 6 1216 12 6 6 12 6 200 12 6 6 12 6 12 6 6 1216 12 6 6 11216 Q1F Q 3 �11111� Yl 11SL 7i11a'V WOOD Bus" Wi at a IO ��N6:N1 s�E�L MACMIN a REM 40 121121 11112 12 12 12 0 12 11 12 9 6 12 B 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 67 B 12 11 12 9 6 12 0 12 6 4 12 6 72 7 12 10 12 0 5 12 7 12 6 4 12 6 92 6 12 0 12 6 l 12 6 12 6 4 12 6 112 5 12 6 12 6 i 12 6 12 6 4 12 6 200 4 12 6 12 6 1. 12 6 12 6 4 12 6 * +t kc PIT `01S N N 110[OM�NY a 1,1- WI NNU 40 121112112 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12112 12 12 12 12 11 12 10112 6 0 12 7 67 12 12 12 12 12 12 11 10 12 9 /2 6 0 12 7 92 12 10 10 12 9 12 6 0 12 7 12 6 0 12 7 112 12 7 8 12 7 12 6 0 12 7 12 6 0 12 7 200 12 6 B 12 7 12 6 0 12 7 12 6 B 12 IT ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE, SELECT DESIGN LOAD GREATER THAN OF THAN OR EQUAL NEGATIVE EDESIGNHUTTER LOAD ON SHUTTER AND SELECT SPAN GREATER 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. S.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. TT 6 SHALL BETLOCCCATED [CPN(�ACENgTqER OF NOMINAL 2E x 45(MINI FRAMING SOUTMIERN PINES G.00.SS ORBGREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN HEAD (SIIDEWALK BOLT) HAVE EITHER A PAN MEAD, TRUSS MEAD, OR WAFER 0. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. w9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECY MOUNT 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE PECIFIED IN ANC OR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KE�HOLE WASHER. *10.3L4K20 TRUE H EMERS ARE USED E USED IN LIEU OF 1/4-20 SIDEWALK BOLT IF Afleti00 n 02113 M de N B D7 By ;�s ir O Ci • 00-3a80 ir T A ALUMINUM STORM PANEL SPAN SCHEDULE B L E 1 NEGATIVE DESIGN LOAD w (PSF) FOR ALL MOUNTING CONDITIONS L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9 - B 50.0 9-5 55.0 9 - 2 60.0 8 - 9 62.0 8 - 7 65.0 B - S 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7-3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 112.0 4 - 10 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - B 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 T ALUMINUM STORM PANEL A MIN. SEPARATION FROM GLASS SCHEDULE B L E POSITIVE 2 DESIGN LO (PSFJ FI ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHESI MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 30.0 3- 0 2 3 4- 0 2 3 5- 0 2 3 1-1/4 7- 0 2 3 1-1/2 8- 8 2-1/8. 3 2-1/8 10 - 6 3-3/4 3-3/4 3-3/8 40.0 3- 0 2 3 1-1/6 4- 0 2 3 1-1/1. 5- 0 2 3 1-3/8 7- 0 2 3 1-5/8 8- B 2-1/2 3 2-1/2 3-3/4 3-3/4 3-1/2 50.0 3- 0 2 . 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 7- 0 2 3 1-3/4 8- e 2-3/4 3 2-3/4 9- 5 3-3/4 3-3/4 3-5/8 60.0 3- 0 2 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 7- 0 2 3 1-7/8 a 3 3 3 9- 0 3-3/4 3-3/4 3-1/4 70.0 3- 0 2 3 1-1/8 4- 0 2 3 1-1/4 5- 0 2 3 1-3/8 6- 0 2 3 1-7/8 7-0 3 3 3 8- 8 3-3/4 3-3/4 3 NOTES, 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN, ILmax.l. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPI ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. FAN- &s-pW%wfth r Is DohsNOAM D" hodrtp E