Loading...
HomeMy WebLinkAboutTRUSS DRAWING - VOID38'6' v (7 N `SOS o 0 0 0 0 0 0 0 0® o 0 0 0 0 0- 0 0 1 J0 J0: J09' f J02 DO J03 u' J04 �O J _:.i■!■i�■i■i■i■i■�■i6■i■i■i■i■i■i■i■i■i I■ ■I I■ .' '__■ —01111111111111111101 .I �■ __ I IN 011 LF"m S■i■i■i■iml!■l■I■�■l ' i■i■"■I� SCANNED J04 J03 J02 A08 A07 A06 A05 404 403 402 401 M 48i v a01 a01 a01 402 a03 ?04 05 406 W7 We J02 J03 J04 In L 'O CDC) O O O o O O CID O CD CD CD o O CD O CD SL 38'6' TOPCHORD LIVE LOAD CU 4U p. TOP CHORD DEAD LOAD 10 10 P. BOTTOM CHORD LIVE LOAD 0 0 P. BOTTOM CHORD DEAD LOAD 10 5 P. TOTALLOAD 40 55 DURATION FACTOR 1.25 1.00 BUILDING CODE FBC 7th Ed. 2020 R WIND LOAD TYPE MWFRS WIND STANDARD ASCE 7-16 WINDSPEED 180 m,p.h. I WIND USAGE Residential - CAT II BUILDING TYPE BUILDING EXPOSURE C q !AxO 1 HEai C9rxEC; IONq IN TRUSS SVACE A'O �E q.�fR,ioHD 9Y9U3DER Gx APP�O•,EDTRVSS VYDIIi PRIOR TO FwERIOAn6x IlCONRANVIS ATR119S WYJFAOTURER YMJSE ME LupfED TC iIIDSE CESGUSED IM Y.TD+ EEES'DESIG'1 RESI✓jMS&UIES• +CCDX Fl tHE rtGSCtADF. Am'RESPoHSIGlI11Fb X:WJRNI.C. FOR n1EGh1TRUClpH DESIGN. CRAYIwGS.000U4xi6 WCLVN O ME UHSTXIANM.WO 9RAGH3 CF TRUSSES MAvlACnRED BY D4:CpIDANY. APPP.DVED TRUSS ANCHOR BY BUILDER MINIMUM TDP AND BOTTOM CHORDS PLUMB CUT DVERHAND 12 EEL Q B. 12 0 Y( BRG. UULESS NETTED OTHERWISE TYPICAL TRUSS END WARNING uHG.ERECDOf: X:C9R cP� a'Lxi UWKm^.4+ NOT THETRESVDNSIr.RRYO. THE TRUSS OFSIfNER NAIE r;F+GNRE0. •A?Ru53 NNrJIK.iVRfR RE0.TO,a5 E'KGIU:G TI TO E +RE C+u'v-Y!EC EF+RVCIESS•Aa4 a01[.E RE.1�SARLv'IG ERECI!�'N FRAr,.NG V'RS.H Ii4Y{aY5 REOURED 1^ M."T TC -ANJ DG/tiDeYG 0J ERCCfHFH XaO PY•LICAT �ONEf�w MY�E REOVWEO R, SPET3R: N� PAE""EUOenE--GERECTION TO F'RE\ENTDIXXE BOFR PER-11NL+Ny. i ATTENTION 'APPROVAL OF THIS TRUSS LAYOUT IS NECESSrR Y REFORE FAERICAT-I CAN REGI1J. VERIFY EP.VJS PITCHES. OVERHANGS. ELEVATIONS, e.. BEARING 01 COrJOULONS. ACCEPT"Cc DF THIS LAYOUT 4SUUES ON TOTAL RESPSIB2ITY THE IKUSSES FALL BE BJILT IN ACCORDANCE V.1TH THIS LAYOUT' APPR011ED BY _ DATE: HITEK TRUSS 6179 Mature Coast Blvd. ,r Brooksville, F134602 F ❑ T I C E 352-797-0877 Fax 357.-797-0277 AP?R_VPL C� 'THIS TRUSS LAICUT 'S I, 'ESS4RY BEFERE 'ca3:Cc;I=� f c� BEGIN. VERIFY ALL SPANS, PITCHES, OVERHANGS, =I -NATIONS, DETAILS AND hitektruss pornail.corn BEARING CONDITIONS. THESE ARE IMPORTANT AS THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THE !NFGRMATIDN SIOW>: cusrol.+Eri Stonewater NAIJ APPROVED BY: Smith 3Br ' L T,8lN5UDDIV 4804 El Nueva Ave.Fort Pierce,FL,34946 DATE: SCALE A 'MJ a JOa NI/NaER 1/4• = I' 272021 WE 05126 a ' E vREtS ' I DINING a ( 7 i 3 0 © O c BEDROOM 14 - + I c.Y �' KITCHEN Iti,a O� I 0 O * 550 _ > CLOSETI 73 ago 3 $ LINING ROOM I 6 O7 I BATH - �rt---+-�- PANTRY __ tz `•�` 1 R-'— �,/�•'•�"��- -- - _____i LOS�GET II —05— — b e= �_ LGGI�IG,�i. CGCRnv+iEm, EeKtas.FE r 1 P' rGCG P1. N2E --CLOSES-_ t - SIDIa^,wlgll is i6 ,rvrvnrH 77 O SEauroEO�:�Fe r,N A k QD Q O I� 1; BEO M asO. O GROOM N Bl1 LAUNDRY Ec�ee IF I o EGlrEg3 -rsn- O enc- s-31r s-sac -srn- O .rsr u•-e!r , VFIRrc=ST FLOOR t1•" ------------------------------ IY.our DOOR SCHEDULE Mark WMN Hei M De Comments OI V-0' 6-S' HALF LITE ENTRY DOOR ENERGY STAR QUAUFIED, PROVIDE GLAZING MEETING REQUIREMENTS FOR HAZARDOUS GLASS LOCATIONS PER FBC-R30&3AND R3D&4 02 2-4- 6-6 6-PANEL INTERIOR DOOR 03 Z-8' 6-6 PANEL INTERIOR DOOR 04 7-4' 6-S' 6-PANEL INTERIOR DOOR OS Z-4' 6-B' 6-PANEL INTERIOR DOOR O6 6-0' 6.8' PAIR 314 LITE DOUBLE EXTERIOR DOORS ENERGY STAR QUALIFIED, PROVIDE GLAZING MEETING REQUIREMENTS FOR HAZARDOUS GLASS LOCATIONS PER FBC-R308.3 AND R308A OB Z-4' 6-6' 8-PANEL INTERIOR DOOR ROOF VENTILATION: ROOF AREA 22963E ® REO UI RED NET FREE AREA PER FBC RBOS.2 = 729&150 = 15,30 SF HH ® 'O'F'TAREA= 370SF SOFFT NET FRR EE AREA= 14.34 SO INCHESISF (BY MANUFACTURER) PROPOSED ROOF NET FREE AREA = 370.14.3474E •36.84 SF `I _ 1111 I I I 1 1 I 1 I I � I I I - I , I I I r I I 1 I uw I j ccc i,U s „- �I I� FOR rHE<PPu^ r .LI 1 t H. LF J :AIL I L. -� _..J h�t 1 t I 2 R Ira• • r� DOOR SCHEDULE Meek Width Heigh De=i lion Comments 09 7-6 6.8' 6-PANEL INFERIOR DOOR 11 V-0• 6-S' PAIR 6-PANEL DOUBLE INTERIOR DOORS 72 3•-0• 6-ir 6-PANEL INTERIOR DOOR 13 Z-8' 6-6 ;PANEL INTERIOR DOOR t4 3'_0' 6-!f ;PANEL INTERIOR DOOR 15 Z-0' 6-0' 6?THEE INTERIORDOOR CONFlRM WITH FNAC CONTRACTOR J8E id i u o y NO S .t a w� m j �� m F!rr.`C W p _ o a7•.C•l'r, a„.•Si. Ei,9W.nE� C 2� BTU: w.�SrJR an__ lEE rIIFRlA11ENi •H rz9E,!s,.,, �..GvE�va Ca£RTMEE•1TRc m t' ❑ O a3 y J N. LL@@ _j D �JY W 3c � � r In Z 3 D_ m,e Is eeWl4Nl raAeoxsmunlox OF PL WINDOW SCHEDULE TYlre Mark Width Hegle De " ' n Caw t Need Meignt A 3'-4' 1 6-0- DOUBLE HUNG VINYLWINDOW-EGRESS 1 4 6-!f B 7-6' 6-0' DOUBLE HUNG VINYL MBNDOW 1 2 6-6 WINDOW NOTES: ,. W48101/ASSELfl)LY SIWLL BE MPAC'i RESISTAMP1D e14TPUEaroLEET TIE Si£C1rEa WPD LGD 2 N'PDpNe 51MLL lEET IIEAEaINENLlR3Gi TABIERWx,]aF THE RORM EIEHGY CIriEERVATYINNOE ]e1G x EVEslRallw uracro6saueEsam a auz6aFErEslruloNlarcvu,E swueEEoa a wemovrs s,au eEErERer araaawlrFrm 16........`04'i `REDA�� Rebuild Florida I-A1.2