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Home My WebLink AboutPLANS 1ECT w 0 %B- EAST COAST TRUSS N m� m ITS USTOMER: D. Roberts Coast d IT 0" OB NAME: Geriatric Solutions Addition D Pines Y1COU TY; FoIndian Luca ITY/COUNTY: Fort Pierce/SL Lucie OB 0 J36471 r- N 7 ' 1 �\ r ODEC Custom Addition Q Q Q N N N ,� 1 J i Q il� \ `' ATE 724/18 IgTEST / / \ RECEIVED ZCJ1 61GIS IX03(jcj°DEASTCOASTTRUSSIrmr 'Truro Dorian Endneer" Trae. are d ol,ed in nrmrdanre with rho AUG 01 2018 Florida Building Code ZCJ3 STr Lucie COUn Nr Permitting By appmvmg Ws placement plan(s), signatured nywhere on this sheet, me customer or his A epresentitive acknowledges mat this placement plan r mpiiee with me structural intent of the project SCANNED The customer also acknowledges that this approval I ZCJS uthodzes PAST COAST TRUSS to manufacture , BY hose trusses and deliver them to the prejed 1 n r n , n t 1, r n 0 0 0 5 0 O t. Lucie County ndiceted on this closeting. The customer also acknowledges that he/she r I ccepts financial for any repair, , ZEJ7 � WALL LEGEND labor require due = ertorsother labor Mass an of an Nose of EAST COAST TRUSS. AS TRUSS.d Signed: Date: � FLAT LG. ZEJ7 NEW WALL u. o ESIGN CRRERIA=MWFRS M 8�$`� +_ CCUPANCY CATEGORY=11 POSsF us es ZEJ7 EXISTING W PEE - WILDING TYPE= ENCLOSED w EAN HEIGHT=15ft i to OUR FACTOR = 1.25 w j OOF: SF=7CLLTCDL-BCLL-BCDL of 0.0-15.0-10.0-10.0 ta 0 LOADS PER FBC & FRC w s 'NON-CONCURREM BC LL 10pst z CONCURRENT BC STORAGE U. 20 psf m DEFINITIONS MWF= MAIN WIND FORCE CEC = COMPONENTS AND CLADDING - TOB=TOP OF BEARING ' 2' 0° TC -TOP CHORD BC = BOTTOM CHORD I U. = LIVE LOAD �.. 281 r DL = DEAD LOAD a I psf = POUNDS PER SQUARE FOOT D =POUNDS Q U UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. Q 2' 0" 11' 4° ALL GIRDERICOLUMN LOADS MUST > ' BY-PASS FLOOR TRUSS UNLESS SHOWN O ENGINEERED TRUSS ORAL' IVI RECOMMENDED ON FLOOR TRUSSESSPANNING —-—ON t 20'-0.OR MORE QTVP. UST BE SET WITH A SPREADER BAR. THE /28F END DETAIL PREADER BAR SHOULD BE AT LEAST 12 TO THE TRUSS IN LENGTH AS THE SPAN OF EING SET. EFER TO FOR COMPLETE � ANDBCI-B1S RECTION AND SAFETY PROCEDURES.AILL � 13 4° O BEMS BY Is SUPPORT ANY PLANT SHELVES 'A01' TRUSS PROFILE IREVISIONS 1D rn Ill a TRUSS PLACEMENT PLAN pee z signet y. WARNING" COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER -AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE INSTALLED PRIOR TO DVIPHRAMS HAVE NOT BEEN ANALYZED BY N THE SCSI-Bt SUMMARY SHEETS RUSS LL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLING ANY TRUSSESI FAILURE TO DO SO MAY EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING RESULT IN DAMAGED TRUSSES AND WILL VOID ALL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. OUR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE CATALOG ARAMIES. FOLLOW INSTRUCTIONS ON THE SCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS. ADVANCE. 7 WARNING* OOMPONENTS AS DEFINED BY VJ CA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE INSTALLED PRIOR TO DIAPHRAMS HAVE NOT BEEN ANALYZED BY COAST TRUSS. N THE BCSI-B1 SUMMARY SHEETS _. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE RUSS PLIES AND THE CONNECTION INFORMATION. LL HANGERS ARE SIMPSON STRONG -TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING NSTALLING ANY TRUSSES! FAILURE TO DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL VOID ALL EAST FOR ERECTION AND INSTALLATION OF TRUSSES ESPONSIBILITY OF OTHERS. UR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE CATALOG ARAMIES. FOLLOW INSTRUCTIONS ON THE BCSI-BI SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN SHEETS AND SEALED ENGINEERED TRUSS ORAWINGS[NGINEERING TRUSS DRAWINGS. ADVANCE. TYP. END DETAIL 'A01' TRUSS PROFILE EIT EAST COAST TRUSS IMER: D. Roberta Const LLME: Genatnc Solutions Addition -SS: 5804 Indian Pines Blvd. OUNTY: Fart Pierce/St. Wide J3"71 C Custom Add lion OMMSTRATM CODE 61GIS&31A03 (3) (c), EAST COAST TRUSS u the Truss Des3yn E.&.," T4ussa arc desi,ed In a,00rchm. with the Florida Building Code By approving this placement plan(s), signatured lywhers on this sheet the customer or his :presentative acknowledges that MIs placement plan rmpfles with the structural intent of the project The customer also acknowledges that this approval I umodzes EAST COAST TRUSS to manufacture t Iese trusses and deliver them to the project idicated on this drawing, r The customer also acknowledges Mal helshe ccepts financial responsibility for any repair, nginsedng, and labor required due to errors other I Lan those of EAST COAST TRUSS. I igned: Date: ' a u w IESIGN CRITERIA=MWFRS o. LCCUPANCY CATEGORY=11 ¢ XPOSURE=B h 1WF SPEED=160 o0 IUILDING TYPE=ENCLOSED m 1EAN HEIGHT=I5R z N FACTOR = 1 on on es tOOF: CUR .25 'SF=TCLL-TCDL-BCLL-BCDL re r 20.0-15.0-10.0-10.0 ve ru LOADS PER FBC & FRC (A o 'NON -CONCURRENT BC LL 10p9 z O CONCURRENT BC STORAGE LL 20 par O MWF = MAIN NAND FORCE AC = COMPONENTS AND CLADDING 'OB = TOP OF BEARING "C -TOP CHORD 3C = BOTTOM CHORD .L =LIVE LOAD } 3L = DEAD LOAD d Lsf = POUNDS PER SQUARE FOOT 0 WOUNDS O U JNLESS SHOWN ON ENGINEERED TRUSS J 3RAWING. Q \LL GIRDER/COLUMN LOADS MUST > 3Y-PASS FLOOR TRUSS UNLESS SHOWN O JN ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES d SPANNING 20'-0'OR MORE Q 1UST BE SET WITH'A SPREADER MR. THE IPREADER BAR SHOULD BE AT LEAST 12 TO /3 IN LENGTH AS THE SPAN OF THE TRUSS ONG SET. tEFER TO BCI-B1 FOR COMPLETE :RECTION AND SAFETY PROCEDURES. �— SUPPORTANY PLANT SHELVES I TRUSS PLACEMENT PLAN PPl\Il:rz7 SST�PUClUp mW$IGIrtLO 017 HOLT ENWINEERMC ACONS'ULnNV. PA ��e1JJ RESEWED. D"MHOR¢ED NDu11DN OF IIc uws �DE"NPL1 Of PLP�p S P EGO/ �T\ '`,•► /EXIST SURFHA E SWALE Keel TO BE REMOVED-r 5,4F) SOD DISTURBED AR 3y O y STOP / N R7-1 T A / � i L m 7 � m y o- L-p m = m � µPS DS PN L tfD P1 PL N I T RAMP \ o TO B REMO \ •. o "5 UNC UILDING ADDITION NDs LP EO T f� PLPi � NN \ R )P CURB STOP \ mP) \\ ISTING PAVEMENT \ TO BE REMOVED (±155 SF) \ SILT FENCE (typ) X 8st+5 Z =71.Scf) // 2 CAp �R�pNN ROFc?v' NFILTRATION "o- �<B GpR o AN R --_- I - SWALE- f J OQ (82ft x 1.73 cf/ft = 142cf) lO ROPOSED ASPHALT PAVEMENT (±1,325 SF) GRAPHIC SCALE o ..29,fDUNpDPP � SD�3g3) t1 N P L P t I°(a ��- 621 622 --- LOCATION MAP SITE DATA 2S3OWNER: MMEiWCNb00 n1 STUUCIE. wRO PORTSt LUCIE, FL MEP: 19.M SF (OA51 ACRES) PMCEL I O 4912-11"101 L1" SECIIOWBLCCWAANGE 07YS E WIG +a05 E%15NNG ZONING DISTRICT: CG(CCMMER OFFICE) EASnNG LAND USE COMMERCIPL MOPOSEDIANOUSE: GEWATRICNURSINGFACILf1Y NOTES 1. SURVEY WFOI MDON PROVIDED HEREON FROM A MPI MR MEDBYWATSONf/.WANE-DATEDIASTRENSED SEPTEMBER9,2017. 2 TARE ISM MSV NG DEPRESSION LOGTEDP ONG THE SOUMERLY PRO PERW UNE W HI CH PCCUMUILNM STORMWATERRUNOEF. ITISAPPAR MNTMLSAREP HAS BEEN SUFFICIEMTO PROMOTE INFILTMTION. A M DESIGNED, ME GENERAL GRADE OF THE SIZE WILL P. THE DEPRESSION IBTO BE E%PANOED INVMUMETO ACCOMMODATE WE NET INCIiEME IN IMPERVIOUS . SHOWN BELOW. STORMWATMMMSUk ON BUILDING Ij SF PAVEMENT: 4S50SF T°TAL !} w MQMSED IMPERV IOl.SMEJkS BUILDING. 1,638 SF PAVEMENT: 5,595SF WC WWP: ie SF TOTPL i,]095F NETINCREASE IN IMPERMOUS P '1,1ii SF REaUIRED Mmwn°N S OF RMffPLL O V ER INCREASE M OAPERNOUS M T.�9SFSF •IMCF 1SIFT It UU m z z U w K Ri 0 z_a RLLJ LLJ �F� Z 2 O a Z (q W Z O zo ca Z ^Q I..L LW r I WARNING lJoA WILL COMPONEN SAS DEFINED BY WTCA 1 -1995. )FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE L BEARING POINTS MUST BE INSTALLED PRIOR TO DIAPHRAMS HAVE NOT BEEN ANALYZED BY DN THE SCSI-B1 SUMMARY SHEETS RUSS LL MANGERSARE SIMPSON STRONG -TIE UNLESS NSTALLING ANY TRUSSESI FAILURE TO DO SO MAY EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING RESULT IN DAMAGED TRUSSES AND WILL VOID ALL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. UR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE CATALOG ARANTIES. FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMAITV 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS ANDICR REPAIRS TO TRUSSES IN SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGIJEERING TRUSS DRAWINGS. ADVANCE. 'A01' TRUSS PROFILE TRUSS PLACEMENT PLAN SCANNED BY Lucie County -� ECT EAST COAST TRUSS USTOMER: D. Roberts Const. JOB NAME: Geriatric Solutions Addition DDRESS: SON Indian Pines Blvd. ITY/COUNTY: Fort PJerceJSL Lude OB # J36471 ODEL Custom Addition RECEIVEDTmzeo (` A U G o 12018 61G] 5>31.UU3 (3) (s), RAST COAST TRUSS is the Best, Eogioar" sm desiped in aeeordaare with the Florida Budding Code By approving this placement plan(s), signatured an this sheet the his nywhere customer or A p esentitive acknowledges that We placement plan 1 mplies with the structural intent of the project t ST. Lucie Coun;y, FPFmitting The customer also acknowledges that this approval I _ uthomses FAST COAST TRUSS to manufacture t hem trusses and deliver them to the project t ndiceted on Nis drawing. The customer also acknowledges that he/she t ifiuibi cceps nanal responsldfo y r any repau, ngmeedng, and labor required due to mars otter i fan those of FAST COAST TRUSS. i i gned: Date: - z LL 0 W ESIGN WFRS u CUPANCY CAT= ORY=1 CCUPANCV CATEGORY=11 < POSUREB WD ose, UIUDINGTPE=ENCLOSED on EAN HEIGHT=15 If z ROOF: DUR FACTOR = 1.25 W so on SF=TCLL-TCDL-BCLL-BCDL t- 0.0-15.0-10.0-10.0 w N E �` P'QY'7 FI L v C (A) I on LOADS PER FBC 8t FRC 'NONCONCURRENT BC LL 10psf z O CONCURRENT BC STORAGE LL 20 pid I a TYP. END DETAIL MWF = MAIN WIND FORCE :AC = COMPONENTS AND CLADDING FOB = TOP OF BEARING rC =TOP CHORD iC = BOTTOM CHORD .L =LIVE LOAD }, )L = DEAD LOAD D_ tsf = POUNDS PER SQUARE FOOT # =POUNDS O U JNLESS SHOWN ON ENGINEERED TRUSS DRAWING. Q \LL GIRDER/COLUMN LOADS MUST > 3Y-PASS FLOOR TRUSS UNLESS SHOWN - O )N ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES a_SPANNING W'' - OR MORE Q JUST BE SET WITH A SPREADER BAR. -- THE = �- - PREADER BAR SHOULD BE AT LEAST 112 TO 7J IN LENGTH AS THE SPAN OF THE TRUSS 'EING SET. IEFER TO BCI-B1 FOR COMPLETE .RECTION AND SAFETY PROCEDURES. �—