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HomeMy WebLinkAboutTruss Drawing231811 *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER e "' m a 9 (UNLESS NOTED OTHERWISE) R � o o e * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER UNLESS NOTED OTHERWISE *NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE o E 2 a e�= STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING o o cm y a.O DRAWINGS FOR GRAVITY AND UPLIFT LOADS. E e ca E. C L O y O- FOR BRACING & ERECTION DETAILS REFER Ab N o ` ' _ r N e =-. E .. TO BCSI-03 AND/OR ENGINEER OF RECORD .—'ca cE — e O 1 e C L d _i ~ ca9 N F- O CI pa 6 - 7 r Ilmm co cb a .� .o o I� .H o r e s v e m _ o_ N 3 e o o o s a a .r c rL m e 'a c c o , -Eb co ob '+ REPRESENTSEACH TRUSS DRAWING DE OF Q s as � ob Ep r =gyp a sd - e N w o t ce A; JUS24 THD46 o - s= a eb Q e3 B", JUS26 3 MSH422 a o a a d e � b 4b = I ©! THD26 0 MUS26 e ca s % -1 c WE e THD28 --- m ob m e� s ceob ob p e O L O THD26-2 �M\ - - - E N O p � THD28-2 = ,W o E a ob ei t o =�. m = o a' o w l x N O':69 r e Vim.. r 1 JUS46 — - .a co E: a � _ =j ob9 bez ca CHB B HANGER BY BUILDERr� 3 e o o m LOADING ROOF FLOOR WIND LOAD _ - m a Goo 9 s o LIVE LOAD 20 ASCE 7-10 = be a a !, o E E ,,• = S 0 I! DEAD LOAD i 7 160 MPH I EXP B ',: o � � � o - =s r ® ! LIVE LOAD 10* CATEGORY II to o c o o' III m -c m 0 DEAD LOAD 10 ENCLOSED S a ., _ E _ TOTAL LOAD 37 FBC-2014 e a L z DURATION FACTOR 1.25 1.00 TPI 200 o e e ` 9 d� .ET REV DATE BY - -- REMARKS ca --�i a co e ob3� a. E— s w r— • N C ce ob _ -� y� O •3 'O vim} _m 3 �' m _ IS A __ E..- It is understood that above s c; e conditions have been reviewed ❑ APPROVED & are acceptable for the 9 e = m e o e fabrication at trusses, APPROVED AS NOTED elevations, pitches, overhangs, ❑ > a fascias,ceiling J REVISE AND RESUBMIT = o Br ob N elevations/pitches, bearing Eld 9 E conditions & all detail pertaining REJECTED ob= a e a .E to this truss placement plan. No e _e s a m back charges will be accepted -.-- =r a ' � m � � ff7 DATE r without previous written � •� e d approval from an A-1 Roof N e Trusses representative. REVIEWED BY a N V o o E :C N o P w E •--- - PLAN DATE' ARCH: 05/12/15 STRUCT--/--/---- e _ d N -- m CUSTOMER RENAR HOMES I � a a9 E = a ` tTL ca r - ca JOB NAME CAYMAN 1763 B ELEVATION N 2. 9 y `I = ob _ =e N E E. ob4 /17 _... .___ - ______ -ca a 4 AS E LOCATION = -e = 3 °' = s co c. w �001736X-- COMMNTY o H o p a d LOT # MORNINGSIDE __ _ a = e o = e -1 LEGENDS / j ob e=, m E N co = co V co ee BLDG o -o a=a3 �N 8" Coffer TYPE SINGLE FAMILY BL#ca G c Y s e = g' A.F.F. JOB # MASTER XRMSCM6 E CONCEALEDTASTENEAS OR ATTACH,/,EIdT t = s e DRAWkRE THE RESPO WV OF THE a a DATE 05/20J16 RH CONTAACTOfi � I _ oe 4AQ =° m 0 IL- 9 Y p H ,hy� Digitally si9nNd by Anthony T. .....:. .:__.. ......._ _. ......._ ._:._ e Y s a e oi ly Tomba, 111 - A -o o Ab r N DN:c=US,UwfIorlda,I=Fort ( a m o o .c = o ombo Pierce, O=Whole House y y o v E— r En9lneerinj cn=Anthony T. ,.W m s +Ta o p a m TombO, III•I co = _ ..ma11=AnthWny.Tombo®when9ljl neerin9.ne[ iz w 72,116.pA3ll . .06- 9TO, AREA CALC e d 2 � FLOOR `� o _ _ r be e .. C T v .E �. be z _ G = o e ` E. el, ROOF 2783.65 az _ „ ,_ TRUSSES v � E FASCIA g0.68 h d o d o_ s HIP LINE 43.51 fto g A FLORIDA CORPORATION a = a VALLEY LINEi �1 99 n n= cb d d o i" SHEETING AREA UNDER VALLfYTRUSSES AND Ph ( 2-409- 101 0/ Fax 772-409- 1 0 1 5 f - 2 N _ y WASTE MATERIAL NOT INCLU�jED `7 y o a O 38.. BC A2 ZF 60:i70 flfl 00 zSG 12 S? QF •SLDR To VERIFY CALCUUTIONs l7.1`t%3:11WWVV.2 li!-USS.CO717