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Home My WebLink AboutTRUSS PLACEMENT BUILDER"S WARNING* ENGINEERED ti �� TRUS Y� r`/: -BRACING: TESTTRACENGINEERING SHEETS FOR THE BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR THIS IS A PLACEMENT PLAN FOR ENGINEERED ; WARNING* COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE • '' F LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG-TIE UNLESS liNm11 NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG-TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. F ASI,T C0AS"r E'RT Trr Q N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS IIENGINEERING TRUSS DRAWINGS. 5285 S, LUCIE BLVD. Fr. PIERCE Ft. 34)6,4e C OFFICE: 1772)46'-24180 FA)v(772l46,6-5336 CUSTOMER:Phoenix Realty '.'lomes, Inc. JOB NAME: Lot 5 Queens Islo ADDRESS:Lot 5 W CITY/COUNTY:Fort Pierce I- 50' 8" 8' 0" Q JOB # 29239 — JOB # i i MODEL:A Top of Plate @ 11 '-4" 15' 2" as 15' 10" SQ FT 559 i DATE 08/18/15 FT06 FT01 � — 61CI5S-31.003(3)1 1 EAS COAST TRUSS h the FT06 r Trussve urnd k d . ,with the /✓ Florida Building ro..�. �..{ tzn. o ' ' Beams b� Builder s o ;�- o NOTE: FT06 8y approving this placement plan(s), signatured Builder to Frame anywhere on this sheet, the customer or his f , „ representitive acknowledges that this placement plan FT01 - FT06 Down to 9 0 Ceilin _ _ ,_ complies with the structural intent ,i the project. � � � The customer also acknowledge: that this approval FT06 FT 1 N authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this o ' o i drawing. FT06 FT01 The customer also acknowledges that he/she accepts O„ o o j?r, financial responsibility for any repair, engineering, and W� �, All 2x Ledgers by Builder labor required due to errors other -1n those of EAST FT06 FT01 15' 4" COAST TRUSS, 1 Builder Must Verify ALL Deflection Criteria: g FT 1 �h y Signed: Date: L 15' 10" , Prior to Production of Trusses FT01 __ —' FT01 -•' L o sr Deflection Criteria: DODGN CRITER AE FBC rPMWFRS 12007 r✓E 7-10 I o FT01 LL Def Less than L/240 OCCUPANCY CATEGORY=FT01 Pv: . Is 0 24' 10" EXPOSURE = D 0 o cO FTO TL Def Less than L/180 MWF SPEED =160 h FT01 / o T 4„ MEAN DIHEIGHTNG E 35.000SED c FT01 FT03 FT03 GRAVITY '. °aDS ' (2) 2x10 Ledger by b FLOOR: DUF; FACTOR1 ,0 FT03 Builder Top of Ledger �a PSF=TCLL-TCDL-BCLL-BCDL Stairwell o m (per Structural plans) 40.0,15.0,0.0,10.0 FT03 ROOF: DUR FACTOR= '1 .25 f iv o PSF=TCLL-TCDL-BCLL-BCDL. L FT03 LGB01 11 1-0-1 ✓2�� 30.®, 1 5.®,0.0, 1 Ci.O 16' 2" �"" C `0 LOADS PER F C & FRC - 2 8 FT03 N "NON-CONCURRENT BC LL 10psf o CONCURRENT BC STOF'AGE LL 20 psf zo FT03 m f FT03 o L DEFINITIONS C FT03 MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING00 I' % ' FT04 TOB = TOP OF BEARING N FT02 TC = TOP CHORD L BC = BOTTOM CHORD o 1 FTt i - i ` FT04 \ LL = LIVE LOAD 1(f 21' 61 Ott 20' 6" 0" DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT F y:. # = POUNDS UPLIFT MUST BY-PASS FEM117 TPUSM f „ Indicates Left End Of Truss UNLESS SHOWN ON ENGINEERED TRUSS A DRAWING. On Layout & Engineering S, heets �0/ 61( t)° 0,y �11 �(t. '_ ' 10,, Q" '' 0,! ,/6t, Olt ' . �1 4( ALL GIRDER/COLUMN LOADS MUST � � BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 0000 000 i d RECOMMENDED ON FLOOR TRUSSES SPAN " > C �. SPANNING 20-0 OR MORE r , UST BE WITH A SPREADER BAR. THE iqSPREADER BAR SHOULD BE AT LEAST 1/2 0 0 0 0 0 0 0 , ' o 0 oPROVED O / ; / ~ i F` ~ ` ~ / /3 IN LENGTH AS THE SPAN OF THE TRUSS l _ FOR CONSIS T A C � 001 t1 .3"1"RUC l"€..JRAI DESIGN SING SET. w REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ` 7 4 8" 13' 4„ __m_.._............_.._ _„ _. DAVID S. KNIGHT. ".E. DATE ALL BEAMS BY BUILDER C FL, F2EGC 441 (:50 C 61' 4' NOTE: TRUSSES 730 NOT SUPPORT ANY PLANT SHELVES < REVISIONE 0 4- 5- T 6- Z 2A / 24" Deep Floor Trusses U . N .O. a TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) . Designed Bv: CO wBUILDER"S WARNING* ENGINEERED TIMSP TRUSS SYSTEMS f'RGOU6T -THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACIN(3: -SEE FINAL ENGINEERING SHEETS FOR THE --BACK CHARGES WILL NU I BE ACCEPTED UNLESS OUR WARNING* COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG-TIE UNLESS e NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG-TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. EAST COAST Tf' ' II:SS � N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS IENGINEERING TRUSS DRAWINGS. 5285 sr. DUCAL BLVD F'T n;ERCL 1-1. 349616 � OFFICE: (772) 466-2480 FAX (772)466-5336 N 55' 4" 0.. CUSTOMER:Phoenix Realty Horses, Inc. 44' 8" JOB NAME: Lot 5 Queens Isle 10' 8^ ADDRESS:Lot 5 of W CITY/COUNTY:Fort Pierce, St. Lucie M M Q co JOB # 29240 O) N N N N N N N N N N co d' CD e- -r �� 1 11 ,X/ C) C) o 0 0 0 0 0 0 CD CD CD 0 0 0 0 C) C> � 0 0 0 0 0 CD 0 0 0 �� Top of Plate a@ 11 -4 �g 7 1 W W W W W W W 2 2 2 2 2 2 2 2 2 2 2 2 'Gc i 2 t i JOB # MODEL:A -CJ1A / -CJ1A SO FT 1794 rp^� ' OH p r0�. " , 0,,, r0„ 0„ 0; 0„ ',A„ r0" 0 0 0" 0 Beams by BUllder ., DATE08/19/15 l , 0 0, ~CJ3A r / ' CE CJ3A / / swiss s, USS u me �,� INACCORDA�..- ooarr��)DE y�eob eer�a .. -EJ4 ~CJ5A „..,d.LLufldinµ C,�a. i ; -EJ4 ; r° ' , Frame Down by Bldr 4' 6 �12" i f ~EJ7B / � ( r , 7, On ~EJ4 NOTE: / ' '-4" iling By approving this placement plan(s), signatured /j r ~EJ7B anywhere on this sheet, the customer or his m i 4,. ' representitive acknowledges that this placement plan a -EJ4 / ; ; / 4 % , ' ~EJ7B o complies with the structural intent of the project. I All 2x Ledgers by Builder EJ7B r, The customer also acknowledges that this approval r ~EJ4 7' ' ' N authorizes EAST COAST TRUSS to manufacture these / trusses and deliver them to theproject indicated on this r -EJ4 _,' ' _ _' _ .0 ..__ .. _. _. .�:::. 1.._... r ..._. _ . __ '.. _ _ . ___r -EJ7B Builder Must Verify ALL Deflection drawing. Criteria Prior to Production of Trusses The customer also acknowledges that he/she accepts 7. - Conn by Bldg 16, 6" financial responsibility for any repair, engineering, and -CJ3A — 16' s 1/2" FT 09 `EJ7B labor required due to errors other than those of EAST Q ' Def Criteria: COAST TRUSS. z -CJ1A I FT 0 ~CJ5A LL Def Less than L/240 Signed: Date: LL FT08 -- TL Def Less than L/180 o FTO -CJ3A FT08 C Q Q N (2) 2x Ledger ODE =FBC 2014/TP12007 ASCF 7-10 Cl) ~CJ1AOL U U FT08 F By Builder Location DESIGN CRITERIA =MWFRS 4' 8" o r / / / ( / CCUPANCY CATEGORY= 11 �. o O ' 11 .0 ,Ceding 'F � EXPOSURE = D FT08 ~ Top of Ledger BUILDING TYPE MWF 6 ENCLOSED 18' 4" o M Q `ti✓� LG601 12'-8-1/2" MEAN HEIGHT: 35.00 CV p 2' 8" FT08 Conn Bldr ' - 1 - C V V U @ 7 6„ 7, 4, To of Led er GRAVITY LOADS U Q 'v 2 LG602 p g LL y ' F �y�2 16, 2„ i 1 r $„ In rn _ @ 11 ' /2" U) FLOOR: DUR FACTOR= 1 .0 r FT11-' PSF=TCLL-TCDL.-BCLL-BCDL LGB03 Top of Ledger 40.0, 15.0,0.0, 10.0 ~CJ1A ; FT /r L @ 12 -911 ROOF: DUR FACTOR= 1 .25 U, ' j 11' 4" o - - - PSF=TCLL TCDL BCLL-BCDL LL ~EJ2 '''F 1 a Ceiling CAPPROVED 30.0, 15.0,0.0, 10.0 U, LL _ 00 LOADS PER FBC & FRC U -EJ2 r' 'FT 11 ; % t ORI CC NSI s"tAt` CY W, 'I! S s•? JC, I /RAl. DESIGN `NON-CONCURRENT BC LL 10psf 00 $ / / ih -EJ2 , TV � ,- CONCURRENT BC STORAGE LL 20 psf ... H "' i C4 o DAVID S. KNIGHT, P,E _DAIE -EJ2 m CO l ,FT11 ' % Indicates Let n O Truss FL- F:.Lt LL r #4106t:1 I ; On Layout & Engineering Sheets DEFINITIONS EJ2 FT12 ,j MWF = MAIN WIND FORCE C - F_T13' r _ / o C&C = COMPONENTS AND CLADDING �- _CJ1A --� �� r FT12 0 TOB = TOP OF BEARING r 6 011 — Q TC = TOP CHORD LL w w A� BC = BOTTOM CHORD I -FT12 / , U �Z� LL = LIVE LOAD U 00 , / '; � 13 4• DL = DEAD LOAD F 1- (r LG602 psf = POUNDS PER SQUARE FOOT �- -CJ1A connec nbyeid, e) T.. ... CJ1A _ UPLIF � _ POUNDS i r 4 / �~ UNLESS SHOWN ON ENGINEERED TRUSS ,o DRAWING. ;- F r- H MV4 -CJ3A / � LL U_ LL U_ u_ LL � j`� + ~CJ3A i r t / ( / V2 ALL GIRDER/COLUMN LOADS MUST C -CJ5A '� / � � '� � r�«� ' � _ -' -- _�Ce� -.E BY-PASS FLOOR TRUSS UNLESS SHOWN V i -CJ5A — ---- — .- N ENGINEERED TRUSS DRAWING. a / ` 0o EJ7B ~EJ7B � �• -EJ7B r / I ,- T -EJ7B n RECOMMENDED ON FLOOR TRUSSES / , ti ; r ,0D � N N N N �; o' 2x4 / 24 Deep Floor Trusses U . N .O. SPANNING 20'-0" OR MORE (L^L -CJ5A o ' r C, . ' , LL LL LL LL ! o -CJ5A �r 7 � i i ; i � AUTION: SPANS GREATER ' ' / ! ' r E ' ' / UST BE SET WITH A SPREADER BAR. THE CJ3A / / „ A. v /, „ „ „ „ ' r ' / / ~CJ3A PREADER BAR SHOULD BE AT LEAST 1/2 07; 0 0r 0 0- 1. 8 A 0 0 0 0 0 b , r O /� / r -CJ1A ~CJ1A 51� /3 IN LENGTH AS THE SPAN OF THE TRUSS Q EING SET. 0000 .� LL T Bear g Tr ses co Second Floor REFER TO BCI-B1 FOR COMPLETE C ERECTION AND SAFETY PROCEDURES. CINI LT491 ti�� j ALL BEAMS BY BUILDER U U U U U U ■ „ „ Roof Frami ng CL � SUPPORT ANY PLANT SFIEL.VES NOTE: TRU7SES DO MOT OL 1o' s" 14 0 20 2 4 1/� �- REVISIONS VV 2 4— EL 3- 4- 5- 6- TRUSS PLACEMENT PLAN Typical End Detail a (1/4" if nlntta x3 rl 94fi) nP-InnPri Rv� CO *BUILDER"S WARNING* ENGINEERED I IMHE TRUSS SYSTEMS PRO[AIL.•- THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THr -BACK CHARGES WILL NO I BE ACCEPTED UNLESS OUR WARNING* COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG-TIE UNLESS EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING EIT NSTALLED PRIOR TO INSTALLING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG-TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. EAST COAST TRUSS N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS, 5285SI. LUCG BLVD. rF. PILRCL. FL 339646 OFFICE: (772)•166-2480 TAX: (772)466 5336 CUSTOMER:Phoenix Realty Homes, Inc. JOB NAME: Lot 5 Queens Isle ADDRESS:Lot 5 LLJ CITY/COUNTY:Fort Pierce, St. Lucie U) Q JOB # 29313 JOB # MODEL:A SQ FT 1668 DATE 08/18/15 = c0 0C� co �n Co � � ✓ (� (� U O O O O O O O O O O I � � r 9 + + + 0c co Q Q Q Q Q Q 4 Q Q Q Q Q Q + t + i� emissal.00 nn),easr consr reoss i.m �Tr ,,n2 ,.Firgi.err'• Tr 1 YYo,a,f d d .rC.rd.aeo n'l,h,h, ..' �.... .3 Florida Building(ode cJ, ✓ -cJ1 Top of Plate @ 23'-0" r, r rr r ,r r rl I O r I, r II r Ir ri Ir I rl r Ir I , Ir I oil, NOTE: 0 0 0 0 0 0 0 0 0 0" 0 0 -� '• � § B approving this placement Ian s si natured n -CJ3 �\ -CJ3 Y PP 9 P P ), 9 li i anywhere on this sheet, the customer or his dOI representitive acknowledges that this placement plan 00 \ /� complies with the structural intent of the project.-CJ5 II , I � �CJ5 P� P j i x ' „ The customer also acknowledges that this approval s 6 Coffer The EAST COAST TRUSS to manufacture these i --EJ7 -EJ7 trusses and deliver them to the project indicated on this NJ I drawing. s -EJ7 —_IL — -EJ7 The customer also acknowledges that he/she accepts T Orr �� I financial responsibility for any repair, engineering, and —� labor required due to errors other than those of EAST 'EJ7 ! r -EJ7 12" Coffer for Elevator COAST TRUSS. 1110.1 -EJ7 -EJ7 -' r l Signed: Date: _ ELI T °-EJ7 Frame Down to 9 - % N y._.... __.. _._ _ ..__. . _ _ t' EJ7 Ceiling b Bldr �.. g y ODE = FBC 2014/TP12007 ASIDE 7-10 LU -EJ7A / r h j; n n DESIGN CRITERIA =MWFRS i 13 r / -EJ7 o i`y / / •,i f� ./�/ / is,.i CCUPANCY CATEGORY= 11 -EJ7 co EXPOSURE = D -EJ7A � MWF SPEED =160 BUILDING TYPE =ENCLOSED -EJ7A — / i -EJ700 MEAN HEIGHT: 35.00 OD Builder Must Verify ALL Deflection cri t i i- { —EJ7 N v -EJ7A Offe GRAVITY LOADS U) Criteria Prior to Production of Trusses p / W -CJ5D i ij -EJ7 FLOOR: DUR FACTOR= 1 ,Q J 6"' l / Def Criteria: PSF=TCLL-TCDL-BCLL-BCDL Z -CJ3D --EJ7 LL Def Less than L/240 40.0,15.0,0.0, 10.0 __. .. TL Def Less than L/180 ROOF: DUR FACTOR= 1 .25 U) ...EJf, PSF=TCLL-TCDL-BCLL-BCDL W -cJ1 01G = ~ - v ) 30.0, 15.0,0.0,10.0 (!) ✓s j1 LOADS PER FBC & FRC Cn v 56 r rr V4 -CJ5 6 4 r 'NON-CONCURRENT BC LL 10psf co )1G EI'E 6t0 ✓s ' -CJ3 -CJ3 cfl ,F V6 ' ' CONCURRENT BC STORAGE LL 20 psf I-- N N 4Le / nfo N N N N T.I � �t = = the ru ses . _ _ _ _ ^CJ 1 I— CJ 1 �'� W j x C01G Indicates Left End Of Truss DEFINITIONS 0co T7 77�, co �y MWF = MAIN WIND FORCE i U U j ,i , ! U U U V� o� + + + + + On nyout & Engineering Sheets C&C = COMPONENTS AND CLADDING F— TOB = TOP OF BEARING -CJ3 f -CJ3 TIC = TOP CHORD W BC = BOTTOM CHORD -CJ1 -CJ1 LL = LIVE LOAD DL = DEAD LOAD 0P � R VEDpsf = POUNDS PER SQUARE FOOL O T M LO m m ca cc � M r•/ # = POUNDS ,�� v c) v Lu w w w L) v c� yes z FOR CONS61 ANCY WIT H `�TRUC I'IJRAi_ DI`.,`al(::N DRAWING. + + + + + + + + + + '9 _ UNLESS SHOWN ON ENGINEERED TRUSS 4' 8" 6, 8" 18' 4" 6' 211 71 6rr ALL GIRDER/COLUMN LOADS MUST 43' 4" BY-PASS FLOOR TRUSS UNLESS SHOWN '_ � ..._�_�2}7----_;. ON ENGINEERED TRUSS DRAWING. DAVID S.(KNIGHT. P.E. DATF:�:. FL., I',IE _ 41060 10707, IS T RECOMMENDED ON FLOOR TRUSSES I1 SPANNING 2+7' 0" OR MORE Lam°° Third Floor Roof Framing UST BE SET WITH A SPREADER BAR. THE U 5� PREADER BAR SHOULD BE AT LEAST 1/2 O �I /3 IN LENGTH AS THE SPAN OF THE TRUSS Q EING SET. i REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES.TNII j'y ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES 4 1 /1 hyll REVISIONS 1- r- 2- y_ � 11 6n 4- o 5- 6- 0) Typical End Detail a TRUSS PLACEMENT PLAN 1 (1/4" if nlnttPd 24x381 IDPsinnPd Rv- CO