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Home My WebLink AboutTrussr *BUILDER'S WARNING' CAUTION: SPANS GREATER THAN 3O'-b" MUST BE SET WITH THIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING SEE FINAL ENGINEERING SHEETS FOR THE BACKCHARGES WILL NOT BE ACCEPTED A SPREADER BAR. THE SPREADER BAR SHOULD BE AT COMPONENTS AS DEFINED BY WTCA 1',1995. I) FOR ERECTION BRACING' FOLLOW INSTRUCTIONS STRUCTURAL DATA. NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES DIAPHRAGMS HAVE NOT BEEN ANALYZED BY ON THE BCSI-BI SUMMARY SHEETS. TRUSS PLIES AND THE CONNECTION INFORMATION. THEM IN ADVANCE. LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS EAST COAST LUMBER: i .) FOR PERMANENT BRACING FOLLOW INSTRUCTIONS OUR DESIGN DEPARTMENT MUST APPROVE ALL HANGERS ARE SIMPSON STRONG -TIE BEING SET. REFER TO BCSI-BI FOR COMPLETE ERECTION FOR ERECTION AND INSTALLATION OF TRUSSES ON PROJECT DOCUMENTS AND BCSI-BI ALTERATIONS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS AND SAFETY PROCEDURES. FOLLOW INSTRUCTIONS ON THE BCSI-BI SUMMARY .) INSTALL WEB BRACING AS STATED ON SEALED IN ADVANCE. ACCORDING TO THE CURRENT SIMPSON SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERED TRUSS DRAWINGS. STRONG -TIE CATALOG. 16'-6' 30'-10 4._3. 44'-8' A c� a O�cN ®P 2 i° r i o�KV c✓ ° $_ S. r� DBL 2x LEDGER b BUILDER y v� F�,, TOP AT r-T \ \\ y r TYPICAL REAR PORCH BEARING DETAIL R 4, 30' 2 . " 13'-4' 6._0' 1 fib• 2». �� \�` \ \\\\` `` \`` '��. �� G�`o�b. / ^zo �\�/�// � � , W4�/ Fp. b. 's. i M59 6/12 ROOF 0 \ILL TO BUILDER 1F 6/12 ROOF T-4' DBL 2x LEDGER TOP AT F-0 V2- 5'-4' 9'-0' 29'-4' 74'-0' GIRDER 'FG3' or 'CIG' u RT FLOOR: FAD" Il IJ UIS Il AGEMEN Il PLAN V IO'-O- I i /II�I�I I�I�ISaI�■I■�lel�l�ll I�I�nlj�CJA r, �r I! r OPEN TO ROOF �. ABOVE Fa @' ;+ 'P�"�SsR^.s.±.'R9 "✓a: 2i YdE" "A fi d.. q ;t ul III STAIRS UP I LANDING STAIRS UP �vl`�y� E �bI rI oNaL 2T DEEP FLOOR 24' O,C. ='�D'r'K" Wo 14) i�(e1�2"' TZK$5V9Tt' I`A 'TC11TT TOP AT II' 10' 6IrcRl?1F;P_ 7PIVS$ ,DA•t7 I TQAMr. r6i i%,A'�' � L— FG3 OPEN TO ROOF — — — ABOVE DBL 2x LEDGER DBL 2x LEDGER - TOP AT 1'-0 1/2' TOP AT r-0 V2'_ 22" TEP FLOOR 24" O.C. TOP A i F-10' � n- FTI FT! SPACE LP•E OF WALL 8/12 ROOF 5EGI IUN I HKUU&H FRONT BALCONY n REVISIONS DATE CHANGES INITIAL q AA£SU �o,gHSq�Y 1) rob/pi£crr A`( #4YB£H CBYF/£� Yco,9,9 S£Dwo a�Yw/ 4YpvC�¢9 , . 4°cpo£S 12 6 WN EAST COAST LUMBER: 5285 ST. LUCI E BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 IL CUSTOMER: M. DIFRANCESCO JOB NAME: COLLURA RES.' JOB#: 16002-FLOOR, 16003-ROOF MODEL: CUSTOM 2-STORY - Sq. Ft. DATE: 01-23-06 r In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), East Coast Lumber is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2004. All other building code design requirements are by others. DESIGN CRITERIA COUNTY: ST. LUCIE CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 140 M.P.H. SCALE: 3/16" - 1'-0" EXPOSURE CATEGORY - B MEAN HEIGHT: 26'-6" IMPORTANCE FACTOR - I BUILDING TYPE: -ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED • GRAVITY LOADS FLOOR ROOF T TC LIVE: 40psf TC LIVEN 20psf TC DEAD: IOpsf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf 2'-0' BC DEAD: 05psf BC DEAD: 05psf TYPICAL DUR FACTOR: 1.00 DUR FACTOR: 1.25 OVERHANG / PITCH " DETAIL ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL IOpsf M FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20 sf P 3 I FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B,G.H) NON -CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF - MAIN WIND FORCE 20 TC - TOP CHORD o BC - BOTTOM CHORD LL - LIVE LOAD TYPICAL REAR PORCH DL - DEAD LOAD psf - POUNDS PER SQUARE FOOT OV:=RHANG / PITCH # - POUNDS DETAIL HANGER SCHEDULE ALL 2x HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED ALL 4x HANGERS ARE SIMPSON THA422 EXCEPT AS NOTED A= C= D= _ M6GE '.. DROPPED 3 1/2' CONTINUOUS 2x-RIBBON CONTINUOUS 2x4 RIBBON by BUILDER by BUILDER C Q p O p 3/4"INSET G10( b v C2 ° C2 TYPICAL EXTERIOR TYPICAL INTERIOR C2 FLOOR TRU55 FLOOR TRU55 C2 N BEARING DETAIL 13EAKING DETAIL C2 C2 C2 C2 LAYOUT REV EWED AVID— 4ONCEALED FASTENERS ORATTACHWM APPROVED/ PRO S NOTED FOR COM 4 ARE THE RESPONSIBILROFTNE ARCHITE RALDRAWINGS B3 N o� 12 RooF MNCMROFRECORQ B2 2nd FLOOR WALL Q GE DROPPED 3 2' CONTINUOUS .2x4 RIBBON by BUILDER 6 0 2z,-5 4, T'RU55 C2. PROFILE If GIRDER C10 SIMILAR II 00 000 °o 00 00 T.O.B. = 10'-0" °°°°°°°°°° ° °O T.O.B. = II'-4 T.O.B. = 23'-9.. DESIGNED BY: RBH .-,-.��..-.a,�.:.,,..,.�-k.�...�.r.�. w.....Tom.�,�,.�...........m—....m-.�-..,.-„6-,..�...,"A..�,�.-.�.a.,...�.... ,, 1A M 13A F1 '' iiCop I IF _ uiJ LLy N Q z LL lul-, luul . AlI O z 0 Q O n - II wxrAa.�swA� CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-BI FOR COMPLETE ERECTION AND SAFETY PROCEDURES. 0 THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1-1995. DIAPHRAGMS HAVE NOT BEEN ANALYZED BY EAST COAST LUMBER. FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-B[ SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS *BUILDER'S WARNING' ACING * SEE FINAL ENGINEERING SHEETS FOR THE BACKCHARGES WILL NOT BE ACCEPTED FOR ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA. NUMBER OF GIRDER AND UNLESS OUR DESIGN DEPARTMENT APPROVES ON THE BCSI-BI SUMMARY SHEETS. TRUSS PLIES AND THE CONNECTION INFORMATION. THEM IN ADVANCE. FOR PERMANENT BRACING FOLLOW INSTRUCTIONS OUR DESIGN DEPARTMENT MUST APPROVE ALL HANGERS ARE SIMPSON STRONG -TIE ON PROJECT DOCUMENTS AND BCSI-BI ALTERATIONS AND/OR REPAIRS TO TRUSSES UNLESS OTHERWISE NOTED. INSTALL HANGERS INSTALL WEB BRACING AS STATED ON SEALED IN ADVANCE. ACCORDING TO THE CURRENT SIMPSON ENGINEERED TRUSS DRAWINGS. STRONG -TIE CATALOG. 1 GIRDER PW MEMR A9G - BEYOND GRDFR ESG CiRDFR E4G' _-____ __ _ _____.,__ . 23 9..� i GIRDER 7116 BEARING DETAILS 28 1 �f �EC OD FLOOR "001 TG�M�S PLACEMENT PLAN REVISIONS DATE CHANGES INITIAL 2-21-06 ADDED HIMNEY AT REAR OF GREAT ROOM ADJUSTED SPAN OF 'H' TRUSSES FROM 13'-0" TO 17' 4" PER CUSTOMER NOTES. RBH 5?K i A �� &14 rOrra 0 q °AO pB�NF�FyFfF��/HSp�A�F O'k '0lY{ , 0yp4� 770 r �f �,a AAf rNF EAST COAST LUMBER 5285 ST. ILUCI E BLVD. FT. PIERCE FL. 34946 0 OFFICE: (772)466-2450 FAX: (772)466-5336 CUSTOMER: M. DIFRANCESCO IL Cv JOB NAME: COLLURA RES. JOB#: 16002-FLOOR. 16003-ROOF MODEL: CUSTOM 2-STORY Sq. Ft. DATE: 01-23-06 REV. 2-21-06 In accordance with the Florida Administrative Code 61G15S-31.003 (3) (c), East Coast Lumber is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code 2004. All other building code design requirements are by others. DESIGN CRITERIA COUNTY: ST. LUCIE CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 140 M.P.H. SCALE: 3/16" - 1'-0" EXPOSURE CATEGORY - B MEAN HEIGHT: 26'-6" IMPORTANCE FACTOR - I BUILDING TYPE: -ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: IOpsf TC DEAD:'15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD:',05psf DUR FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL IOpsf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B.G.H) NON -CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF - MAIN WIND FORCE TC - TOP CHORD SC - BOTTOM CHORD LL - LIVE LOAD DL - DEAD LOAD psf POUNDS PER SQUARE FOOT # POUNDS HANGER SCHEDULE ALL 2x HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED ALI. 4x HANGERS ARE SIMPSON THA422 EXCEPT AS NOTED A= B= C= D= E= TYPICAL OVERHANG % PITCH DETAIL OUT REVIEWED AND PRO !APPROVED AS NOTED OMPLIANCE WITH T.O.B. = 10._0*' T.O.B. = 20'-10" T.O.B. = 23._9.. DESIGNED BY: RBH 0 z 0