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HomeMy WebLinkAboutWind Load Calculation (2) MAXIMUM A.S.D. DESIGN PRESSURE RATING a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (*n.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHFTS 16 A: 17)_ :E�; LJ B F-=- SOUTHERN PINE G. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 w/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DO FlR W/ W/ MIN. G=0.43 W MIN. G-0.36 MAXIMUM SO SPAN(6) WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CFIt ING MOUNT T M. N, 0& R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNINO B.O. WALL MOUNTIN(S W & X W & X W & X P & 0 S&V S &V S S V t®Itst ItoMs Fq 1®t�l[1®aE ws yell tm tw+at®lE Urs Nq ®a eco Itta Its M ®al IereE noeE ws Fq s Isi ts[we(r) oa 1e>«N®1[Ileo�q tea aa[Isl[w6�Iq t®I IMwt nNe[tits MI s tssE ttea�[trs M 30 40 60175 190 1105 30 140 60 75 90 1105130 40 60 75 90 OS 70 40 80 75 90 105 1.30 40 60 5 90 J(1 40 80 90 05 30 40 80 75 90 OS 30 40 60 7S 90 OS JO 40 60 75 90 05 30 40 60 90 OS -V qt It 12 10 10!9 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 8 6 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1 12 12 4'-0' 12 10 10 9 6 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 S 4 4 4 12 12 12 12 12 12 /2 12 12 12 12 12 12 12 12 12 72 12 31-0 12 10 10 9 e 8 6 6 6 6 8 .5 12 10 10 9 8 8 6 6 6 B 6 5 12 10 10 9 8 7 6 6 6 6 8 S 6 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 'L 12 12 12 0. r-0' 12 10 10 9 8 6 6 6 6 .S S 12 10 10 9 6 S 6 6 6 .S 5 .S 12 10 10 9 6 .S 6 6 e 6 S. .5 6 5 4 4 .S - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 A5 7'-0' 12 10 10 9 .S 4 6 0 6 .5 A ♦ 12 10 /0 9 S J B 0 6 5 ♦ 12 10 10 7 A - 6 8 6 S 4 3 e S ♦ 4 - - 12 /2 12 12 12 12 12 12 12 t2 12 0. 12 12 12 0_6.5 75 12 10 +0 7.5 43 3 6 e e S 4 12 IO f0 6 .5 - 6 6 s .S b 3 12 10 10 4 - - 6 6 S .S ] e S 4 - - 12 12 12 12 12 12 12 12 12 12 11 9S 12 12 1 9 7.5 .5 9'-0' 12 10 10 S 3.3 - 6 6 a .5 .5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4 4 3 3 5 S a5- - 12 12 12 12 12 0. 12 12 12 1 9a 8S 12 12 10 0 5 .S 10•-0' 12 10 7.5 ♦ - - 8 8 S 4 3 - 12 10 6 3 - 6 6 ♦ .5 3 - 12 10 3 - - 6 6 4 3 - 6 S - 12 12 12 12 1 9.5 12 12 12 0. 5.5 7.5 12 12 9 7 6 S 11•-4' 12 10 5.5 - - 6 6 45- - 12 10 4.5- - 6 .3 a5- - 12 10 - 6 .5 4 - - 6 S - 12 12 12 12 10 8.5 +2 12 12 SIS e 7_ 12.12 85-5 12'-O' 12 10 - 6 e 4 - - 12 10 a a- 6 3.5- - - 12 10 - - - - 6 5 a - - e S - - - - 12 12 12 1. 9.5 81213'-0" 72. 10 - - - 6 6 - 12 10 - - IY A - - - - 6 .e - - 6 .S - - - - 12 12 120. 8.S b 1214'-0 12 10 - - B .S - - - - 12 7 - - 12 7 .5 .5 - - 6 3 - 12 12 13'-0' 12 = - - - 0 - - - - +2 - - - - - 12 - - - - - s - - - - e - - - - 12 112 - - - - - 6 - - - - - - - - 1 - - - - - - - 1 (1D HV BLADE OR j HV BLADE WV �A HV WINDOW BLADE WORKING IN UNISON* .EEE U ATIONS of ug.OIL ®AnE ON SHEER ISI + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOD WOOD SOFFIT SHALL BE AS 1UL10WS: 3.SUBSTRATE SHALL CONSIST OF THE F'OL DMNG: -SOUTHERN PINE No.2 W/C-0.06(N.DS) - 1/4'0 TAPCON ANCHORS.AS MANUFACTURM BY I.T.W.BUILDER N/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16& 17. -SPRUCE FIFE FIR NORTH W/G-0.13(NAS) EXCEPTION:SEE NOTE 2 BELDW. -SPRUCE PINE FIR SOUTH W/G-0.36(NAS.) 2.ANCHORS 10 HOLLOW COLING SHALL 8E AS PER MOUNTING TYPE U,SHEET 17 AND SILL CONSIST OF -TNN. 1/2'COX PLYWODD(1986 APA) DAG SCREMS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE NSTAI.LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Ni It Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System ...... A,SS.A. KV. Li"#1 w/oR w/b KV. NINDOW eulnE �`P.''• IrJ••, '' American Shutter Systems MEVO Nd OLSCMP110N DATE DRAWN BY M.L. TILLR TESTING & ENGINEERING COMPANY Aln d4 16� - 6733 HW,]dh St.,31e.305.MGINN fWIDLNS,RORM 3J1 �330ClatlOn. Inc. t OLD 11-192 4/17/15 a4TE: 4 13/15 �� •^ c Phone:(305)071-1530. Fm :(305)871-1531 4268 Westroods Drive 2 DRAWING No r wn: ae.�ooaoLwm West Palm Beach, FL 33407 S * * F .a= ED-0006719 , 15-085 STP.TEO ::�` WALTER A.TRW Jr. P.E. SHEET n A• EA E FLORIDA Lic.t{6167 5 r 4^ 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & a HV* BLADES AS APPLICABLE MAX. SHUTTER + OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 57 ONLY SHALL WALL`INH 8E LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE ET 19 FOR MAX_SP N -1/4.0 TAPCON OR DESIG ESSURE RATING FOR INSTALLATION WITH BLADE 1 & DO WORKIN(iUNISON TAPCON WITH ADVANCF_D _ THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY T---- ---� I" MR.SEPARATION-- OF THREADED AREA TO W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTINGUL1 OR�-y► l'7 EXISTING WOOD HEADER. 4 WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ' TO MASS(SEE 1 1 (SEE SGIETXILE ON SHEET 15) ., 1/4'0-20.3/4'S.S. MACHINE SLIEDUE ON S11T �-(R-18 SCREWS W/ 1/4•-20 NUTS 11 FCR RAGE mMU i'Min. / ON S-EEt 19 FOR O 12'O.C. „ I RAMS NE 3 / EXISTING U v JU E 2 GLASS Y'>:,•,,Y~. _-' Ir'{1PTIONAL -WALL I EXISTING MIN. - ',4 " '' FINISH OR 04 2'x4• O WOOD 1 OR q+ '� EXfSTM MIN. \ I HEADER REQUIRED - 'V" ---2'x4'WOOD EXISTING ISEPARATION 9 HEADER REQUIRED /�� 1J•0 IFORM TE TAPCON WITH ADVANCED F4N SEPAR TIOi I I 0 ) i Mk PENETRATION OF THREE AREA TO GLASS To GLASS so�1'E ORSSEEHEETEXISTING MN.SEPARATION 10 GLASS ` I (SEE S(•7TEpW LWjLEO ON SHEET 15) 11 FOR RAGE(DATO-_- (SEE SCHEDULE ON SHEET 11 SHEET 19 FOR GLASS- ON 'I +.;, 2•x4'DaNT.SILL 9-4m®R 0 1 ____ _ PLATE REO'0. ON HV WALL HEADER INSTALLATION I OO HV WALL SILL INSTALLATION I IHV WALL HEADER INSTALLATION _T ---- - -- - T - - - --- MN.SEPARATION TO(LASS -r c CHEt EXISTING -.__ __-- .- — ) TIN.SEPARATION TO GLASS (SEF SHEET 11)— _- ^ (SEE SCHEDULE ON SHEET 11) SCIFDUIE aN.. _-t'J �� Ej AEN. SEPARATION TO GLASS 2•x4 �NFj(SEE SCHEDULE ON SHEET 11) II WOOD PLATE 1/4Y-20.3/4'S.S. TE'EA•D. t. MACHINE SCREWS 1/4'4-200/4'S.S. \ ( USING 1/4"-20 NUTS 1 MACHINE SCREWS W/ WALL 1/4•-20 NUTS O 12' 1 O 12'O.C. FINISHI I �.-�D•c- OR - 2•x4•CONT. MOOD PLATE 1 LE - -1•Min. REO'D. I 1' Min. i/!'A TAPCON OR TAPCON WITH ADVANCED OR THREADFORM TECHNOLOGY W/ 1 1/2- Min. TAPCON OR TAPCON WTRI ADVANCED _ 2'x4'CONT. Min.EXISTING. WOOD H AD THREADED AREA TO 1 4-0 TAPCON OR --SILL PLATE - (SE WOOD NEMER. THREADFORM TECHNOLOGY W/ 1/2' IAPCON WITH ADVANCED tI--SSEEE SHEET 4 FOR TYPICAL 4 D. �I (SEE SCHEDULE ON SHEET 15) �/2- Min. PENETRATION OF THRFMm AREAINTO PLYWOOD WALL FINISH (SFE SaE0l1lF.ON SHFF.7 15) EXISnNG MN.2'x4• 1/ MN. (XO� TNREADFORM TECHNOLOGY SHUTTER ASSEMBLY. -- --L..1- --- STUDS O 16.O.C.MAK PLYWOOD REOT) W/ 1/2'Min. PENETRATION OF 2-MOUNTINGECTIONS CAN BE MN.COX PLYWOOD REQ-0. REVD.PLYWOOD TO DE WALL FINIS THRtMED AREA INTO PLYWOOD COMBI�IIN AANY WtYi.TD HV WALL SILL INSTALLATION MIN. 2.4'SKIDS O 16'O.C.TMX.REO'D. ATTACHED TO STUDS N ( SCHEDULE ON SWEET 15) PLYWOOD TO BE ATTACHED TOSTUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 23M OF THE (ql HV WALL SILL INSTALLATION •��1I�LATIONs ©HV WALL SILL INSTALL TA ION BLADE Qy°"s"FET FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ®2015 FASTTRN METAL SUPPLY, INC. IL E C O �M�. A.S.S.A■ Accordion Shutter System /� HV. HAI)E/1 W/OR W10 H.V. WINDOW MADE `r'!�•A�"'- TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems REV. Ift DCSCR,mON DATE DRAM BY: N.L. axis N.R.3M.x.sw.305.WtO1W uADo+s,FLor+a», Association. Inc. , ULD 11-192 4/13/16 DATE: 4/13/15 �•• Troo,N (305)871-1530.F-: (305)871-1531 4268 Wesiroads Drive 2 DRAWING No 9•• .-moil:rR�coOad.Nm West Palm Beach, FL 33407 3 •,,,pc. TATE OF ••��� ES-OOM719 4 15-085 F '• ��C\`� FLTERA.A L IL I 44187E S SHEET P.E''�hA �Ir�A7{LIU� DATE 6 16 OF 20