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HomeMy WebLinkAboutTRUSS PAPERWORK1 Iv ROOF TRUSS PLACEMENT PLAN please note that corner jacks are 1-3-5-7 to minimize corner deflection hips are 8-10-12 to simplify firewall placement 0-8-0 45-10-0 ti N q a a ¢ Vl a V]�GEL m ¢ m ¢ m a m ¢ m ¢ m ¢ m a u m ¢ d m ¢ W a m a 0111 ¢ m ¢ m ¢ E I m a lV15GEll 11 m a m a m) ¢ I a a « m ¢ m ¢ m ¢ 10 m ¢ m ¢ m ¢ m a m ¢ m ¢ m a m a m ¢ V15GE a ¢ M a N q = a rl U Y � �0 a V1 m ¢ m a V12 m ¢ m ¢ V12 N ¢ n a /8 m a CO ¢ V8 m ¢ m ¢ V8 r ¢ a m ¢ V'} m a m ¢ V4 m ¢ m a 4 m ¢ CO ¢ m ¢ i >> L > �. > > 4 V8 V8 I 4 -EJ8 -EJ8 V1 V8 V1 V12 -EJ8 ZGE V15GE V15GE -C J 7 -CJ5 3 In M U COUNTY: ST. LUCIE CODF: FBC-ASCE 7-98 LOADING: TILE WIND SPEED: 140 M.P.H SCALE: 3/16" = 1'-O" EXPCSjRE _ .B MEAN HEIGHT: 15'-0" IMPOI-JAilCE = 1 BUILDING TYPE: ENCLO: ED TRUSS SPACING 24" O.C. EXCEP- AS NOTED EAST COAST LUMBER 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (561)466-2480 FAX: (561)466-5336 �USTOMER: TRICON DEV. JOB NAME: GARAGE D JOB#: 10405 MODEL: CUSTOM DATE: 8-26-04 *BUILDER'S W,AR.NI,NG* �c THIS IS A PLACEMENT PLAN FOR,'ENGINEERED COMPONENTS AS DEFINED BY WTCA 1-1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST LUMBER. * FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS AND SEALED ENGINEEREDTRUSS' DRAWINGS BRACING 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS. 2.) FOR PERMANENT BRACING FOLLOW INSTRUCTIONS ON PROJECT DOCUMENTS AND BCSI-B1 3.) INSTALL WEB BRACING AS STATED ON SEALED ENGINEERED TRUSS DRAWINGS. �k SEE FINAL ENGINEEREING SHEETS FOR THE NUMBER OF GIRDER PLIES AND CONNECTION * OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. * ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE CATALOG. TC LIVEN 3J -71 psf TIC DEAD: 15 psf SC LIVE: 10 psf BC DEAD: 03 psf TOTAL: 58 psf DUR FAC: 1.25 SCABNNED St. Lucie County C===-=^ T.O.B. = 9'-4„ DRAWN BY: WAB ACAD BY: DRG Li 0 L�..1 6 () Cn Z Cn V) LEI (J") 0 Z HMO I TORCH DOWN ROOF ON IS# FELT ON Sa T.,. .,,,...�,......,- D 2"x4" STUD (SEE ROOF SEE TI TRUSS Scale:1/8" =1'-0" Section A Scale: 1/8" = P-0" CONIC. ROOF TILES ON METAL CHANNELS ON DRY -IN FELTS PER MFG. SPECS ON 9' T6G PLYWOOD SHTG. ON WOOD ROOF TRUSS FRAMING AT 24" O.G. SMOOTH STUCCO ON POLYSTYRENE MOLDING SMOOTH STUCCO ON POLYSTYRENE MOLDING 5" CMU BLOCK WALL 3"X3"X18 GA BENT PLATE (CONTINUOUS) PERF. ALUM. SOFFIT SEE TIE DOWN SCHEDULE BY TRU55 MFG. FOR STRAP SIZE AND LOCATION 8"xl6" LINTEL w/I-#5 TOP t BOTTOM SMOOTH STUCCO ON POLYSTYRENE MOLDING GARAGE DOOR SEE DEAIL 5 SHEET A-1 SMOOTH STUCCO ON POLYSTYRENE MOLDING GABLE END TRUSS PRE-ENG WOOD TRUSSES AT 24" O.C. DESIGNED BY TRUSS MFG'R Side Wall Detail / 3/8'1 = 1'-011 GARAGE DOOR TRACK (SEE MFG. SPECS. FOR INSTALLATION) }' TYPE "X" GYP. BIRD. CEILING Detail F 3/ai' = 11-011 all Z ia^ = r.O^ INTERIOR NON -LOAD BEARIN[, WALL FIRE WALL ONE LAYER I' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-r METAL STUDS 16' O.C. WITH I' TYPE S DRYWALL SCREWS 9' O.L. TO EDGE AND VERTICAL ..'HINTS AND 12' O.C. TO INTERMEDIATE STUD, SEE DETAIL A ON SHEET A-2. INTERIOR NON -LOAD BEARD ONE LAYER }' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 3-V METAL STUDS 16' O.C. WITH I" TYPE S DRYWALL SCREWS 8' O.C. TO EDGE AND VERTICAL JOINTS AND 12' O.C. TO INTERMEDIATE STUD. SEE DETAIL S ON SHEET A-2. ® APPLY WALL APPLY 8' LAYER STUCCO TO WIRE MESH ATTACHED TO 8' CMU BLOCK W rim A�I �..nt:ar�^mr.. �. Section. I Scale:1/8" =: l.'-0" Building D 0 DESIGN No. U305 Assembly Rating- I hour. 2. Jpinta Exposed or covered with fiber tape and Joint compound, except where reepired for specific edge configuration. For tapered, rounded -edge wallboard, joints covered with joint compound or fifer tape and joint compound. As an alternate, norn 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer basebacrd. Joints reinforced. 3. Qanua Board.+ 5/8 in. thick wallboard paper or vinyl surfaced, with beveled, scpare, or tapered edges, applied either horizontally or vertically. Wallboard nailed 7 in. OG with 6d cement coated nails 1-7/8 In. long, 0.00115 in. shank dion and 1/4 in. diem heads. When used in widths of other than 48 in., wallboard is to be installed horizontally. *Bearing the UL Classification Mark G_);FIRENALL DETAIL I I o BOTTOM PLATE NAILED TO ROOF TRUSS 3-5/B' (24 GAUGE) METAL STUD5 0 24' O.G. STAGGERED 5/8' GYP. BIRD. INSTALLED VERTIGALL W/ ALL JOINTS ON ST BOTTOM PLATE (SHOT TO SLAB) Y LIDS 3-5/15' (24 GAUGE) METAL 5TUD5 24' O.G. 5TA6 5/8, GYP. BOTH SIDES AND SECTION VIEW PLAN VIEW INTERIOR PARTITION v2 I o ST. LUCIE COLNI TY FIRE DISTRICT REN10VED FOR CO`IPLIANCE SuRJEC'T TO FIELD INSPECTIONS SEE ATTACHED REVISION SHEET REVIEWED BY. % DATE: /2 - /- a 5!!� UV SCALE; 1:120 SG %%ED St.Lu�lP�Q1lnty �y s� P i \ N . ARCHITECTURAL SITE LAYOUT SITE ENGINEERING BY FLEIS it BENNETT ENGINEERING, INC.) Floor Plan Flan NameaM�� architect �gaid�il Mere �* Wndm 1� irt�elr�tla�lgn Pm7ecl Name e'tl REtltes Oceanique BuildingJDHighway A1A11,4 St. Lucie County, Florid f Revision B7/6/04 �� N IU. 1 GI-011 1. / LOLL -----:w----- . . g1_0u I -FT (�I-oil It li 23'-211 1. 231_011 I - -I -+ I4. . +IO, F.I N U.U_ Y. N F1--F1 _ — 46-2 L 'll_On II_qu pll_011 CONG. CELL POUR Lu/ ]-US ROD ►1 in F1 CONTROL JOINT 231- O II iL l F1 I U. F3 _ _ F3— 22' •81' 11'-0j1 F.F.E. �I U. U_ — — F1 — — — -- — — — F1 — — —J — — F1 — — — — — — F1 — — —� 451-8" l 45' -10" 137'-8" OUT -TO -OUT Foundation Plan Scale: 1/8" = P-0" _,Kooi It iann Scale: 1/8" = F-0" ^ 13 LJL Yee al JL JL6J.Ln ..-13 Elec Scale: 1/8" = P-0" GENERAL VALLEY NOTES: (1) ALL RAFTERS TO BE (2X6) SYP SPACED 24" O.C. (2) ANY RAFT LENGTHS OVER 16'-0" CLEAR PAN TO HAVE (2X4 SYP COLLAR TIE AT 1/' SPAN �UP TO 16'-0'7. (3) RIDGE BOA D SHALL BE 2X8 SYP 42. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD & CLEAT USING STAGG STAGGERING OFDRAFTERSCONNECTOR, RIDGEEIS PERMITTEDL�O/ OTHERS )TOE -NAIL W/10d. COLLAR TIE (AS REQUIRED. SEE GENERAL VALLEY NOTES) HUGHES UH26 FASTENED TRUSSES BELOW TO PEAK OF PREVIOUS TRUSS (1) HCDPL O END OF EACHI\ FRAMING MEMBER. (SEE VALLEY NOTE j4.) (5) 10d COMMON NAILS EACH END. (2-2x4) CLEAT UNDER VALLEY FRAMING VALLEY FRAMING DETAIL ATTACHED TO EA TRUSS BELOW WITH HUGHES HCDP CUPS DVF NTn DECKING NOTES Q INSTALL 4xe}' NOM CDX PLYWOOD DECKING AT RIGHT ANGLES TO ROOF TRU55E5/RAFTER5 BELOW MIN PLYWOOD WIDTH 15 12" ® STAGGER END GOINTS CENTERED OVER FRAMING MEMBER INSTALL STEEL FI-CLIP BETWEEN EACH UNBLOCKED PLYWOOD SEAM NAILING SCHEDULEj Q NAIL dECKING @4" O.C. AT EDGES 6 4. O.C. INTERIOR WITH BD COM NAILS ® NAIL DECKING @W QC AT SUB FASCIA AND CORNERS AND AT HIPS WITH 8D COMI NAILS NAIL DEKNG @4"O.C. AT VALLEYS AND GABLE ENDS WITH 5D COM NAILS 2X4 BLOCKING NOTES' Q INSTALL 2X4 BLOCKING AT GABLE END JOINTS @ 48. O.C. MAX RD T Roof Diaphram for Partially Enclosed Structures e' CONC. 5LOCK — a" CONC. 5LOC K '— _•,� 9 DW.- 3W1 9 PILL, MW 16" PT 2x8 e BAR V8 MAL 4" FIBEIii RM ¢ GAR YMIC.. 4" FEERCREM SLAB A FOR TORSION SPRING 4' (LAP . -O", TYPJ n a' • r-o", TYPJ (AS REO'D) SEE ELE o A. _ > > - 1/2" DIA WEDGE ANCHOR m s Me- VAPOR " fff r ML VAPOR I 3 1 /2" EMBED. PT 2x6x8 : 1 3" L eBaRe V L ease ATTACHED WITH SHOT IN a b OAP° CLEAN core'Al7w (wNruao(amJ CLERI,CCWACfM I CASE HARDENED NAILS N aa+TN,a,s (�J 2" W 2 45 TEN IRE TREATED 2" W/2 #S TERF"iE TREATED b d FLL ML PT 2x6x8' TYP. EACH END 4"-6- N FIR OUT WALL N FOR DRYWALL F1 EXTERIOR SEARING F2 BEARING ®STEP DOWN ATTACHMENT. i/2" DIA. J-BOLT I'•0• VA' . I'-C' L U W/2" WASHER TYP. N H DUL.3W,, om �,� sTUDe 1 I�� Cm. (Top) I A 11//2' DIA x4 1/2" I.G. (1)#5 CONT. 4 fMERMIEM SLAB MIN. WEDGE ANCHOR MAY 5 5 7v i7PJ 4' FEERCRIE E ELM 24' Do, (IV � g, C I DIA USED BOLTSUEU OF 1 /2' (1),{L5 CONT. .N q C u• of roa1 m IP N II _ 4`71 "S BARB I g m i ML VAPOR A ML VAPOR FoonNG AS PER FOUNDATION- 3 BARRIER alle" SARIM S DAM COWNLWB(eOTJ 12" W/2 95 4• CLEAK 4,W #5 DWL W/ 25' 0/U+P � FILL F3 FRONT EDGE @ GARAGE 1� INTERIOR STEPDOWN GARAGE GOAL POST WOOD NOTES OOF1 CONCRETE NOTES: 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED 1. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET AS PER AITC TPI AND NATIONAL DESIGN SPECIFICATIONS STEEL CONFORMING TO A5TM A615-GRADE 60, FOR WOOD CdNSTRUCTION. 2. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED 2. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD LEAST 1,200 P51. PRACTICE FOR DETAILING REINFORCED CONCRETE 3. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT STRUCTURES ACI 315, LATEST EDITION". WITH CONCRETE AND MASONRY SHALL BE TREATED. 3• ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN 4. PRE-ENGINEERED TRUSSES SHALL BE DESIGNED FOR ROOF TOP FOOTINGS, FOUNDATION WALLS, SLABS AND OTHER EQUIPMENT LOADS IF ANY, WIND LOAD AS PER STANDARD / BUILDING CODE 41) GRAVITY LOADS AS LISTED BELOW, UNLESS CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY NOTED OTHERWISE. OR DESIRABLE, BY WIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 36-BAR DIAMETERS OR TOP CHORD: LIVE AND DEAD LOAD = 25 P5F 2'-O" MINIMUM, WHICHEVER IS GREATER. BOTTOM CHORD: DEAD LOAD, = 10 PSF 4• ALL SLABS ON GRADE SHALL BE 4" THICK rA�� = 35 P5F FIBERCRETE SLAB UNLESS OTHERWISE NOTED. LAP She �1V 5. ROOF FRAMING AND COMPONENTS, AS SHOWN OR THAT MAY BE MESH 8" AT EDGES AND ENDS AND PROVIDE ADDITIONAL REQUIRED SHALL 13E DESIGNED TO ACT AS SHEAR DIAPHRAGM. REINFORCING WHERE SHOWN ON DRAWINGS. PLACE MESH 14a�9�1t `yI ALSO ADEQUATE BRACING BE PROVIDED BETWEEN THE TRUSSES IN CENTER OF SLAB, MOISTURE BARRIER BENEATH FOR THE DIAPHRAGM ACTION. FLOOR 5LAB5 SHALL BE 6 MIL VISQUEEN. 6. PRE-ENGINEERED TRU55ES SHALL BE FABRICATED AS PER FIELD (ADRAWINGS. 3 #3 AWG THW CU IN P COND. 100 AMP G.B. DISC. PANEL V ICO AMP., 19P !METER 120/208 CAN ) FPI CU GRD. 5/8" C.W. GRD. ROD Note, All work must be done in accordance with the latest N.E.C. and applicable local codes. Drawings are diagrammatic and the omission of an (tern necessary for the proper function of the system does not relieve the electrical contractor from supplying some. Location and site of loads are to be checked with the owner or mechanical contractor and adjustments made accordingly. Design bases on the capper Conductor. All electrical ecplpment, outlets, and controls not located in Flood Zone X must be located above elev. 15.0' VOLTAGE Wa 1201209 n 1W A SWACE Ata 10,01DO „ D CAT. Ala ., 150 ammmum �0® ©WMMM�0®®0� ®® F ' ©131300 E30830 'r n a , 083030�M�0®®®fin M DMM173MmERRE3 093®®UMM714FEm ' 0930 , M�0®®®PMTL7:7y;N® Wm=Mwm MNMN0M m00�0=mmwMwwnmm�m m�=MmmwmwMMMM0m ©�=Mwm MMMM�M wm i mmwm MUMONIMM® W�Mmmm wm=001�12 ® OWNE EMMIN0m 0 OMME NWMMmM wwmw0© mmM 0�Mm�0 MN0E =m=Mm 0 MME=® CONNECTED LOAD >. 11.6 KVA 11.6 KVA + 25X 14.75 KVA + 206 111101.75 - 7R5 AMP$ .%ui dati®nn ' oof & Electrical -lann Flrm Neme eml AOtlreg •� architect, p a. PIOJOY NOIIIC BM AMlesi Oceanique Building D Highway A1A St. Lucie County, Florida Revision B oam ern 7/6 0 Imow,{, 6Y A k I�rM r nI II-nI II C CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1 /2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-131 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. 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-B1 SUMMARY roI IOC n0A1AJI1%I("Q *BUILDER'S WARNING* * BRACING 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS ON THE 8CSI—B1 SUMMARY SHEETS. 2.) PERMANENT BRACING FOR THE STRUCTURE IS THE RESPONSIBILITY OF OTHERS. 3.) INSTALL WEB BRACING AS STATED ON SEALED ENGINEERED TRUSS DRAWINGS. Stt YINAL tNUNURINb .3nG1_10 I V,I I` STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION OUR DESIGN MUST* ROVE ALTERATIONS DEPARTMEAND/OR RN PAIRS TOPTRUS ES IN ADVANCE. I ;3 ROOF TRUSS PLACEMENT PLAN * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. * ALL HANGERS ARE 5IMPSON STRONG -TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE CATALOG. iION FIt\1YVL1\ Jl�l 1L-uuI ` ALL 2x HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED ALL 4x HANGERS ARE SIMPSON THA422 EXCEPT AS NOTED A= THJA26 B= r. PLAN REVIEW BLDG: DATE:/0-1 ELEC: DATE: PLUMB: DATE: TYPICAL OVERHANG / PITCH DETA I L. 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: TRICON DEVELOPMENT JOB NAME: GARAGE D JOB#: 10405 MODEL: CUSTOM ONE—STORY 5838 Sq. Ft. DATE: 08-26-04 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 ode 2004. DOTE: By approving this placement plan(s), signatured anywhere on :his sheet, the customer or his representative acknowledges that :his placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes East Coast Lumber & Supply to manufacture these trusses and deliver them to the project indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor required due to errors other than those of East Coast Lumber signed date DESIGN CRITERIA COUNTY: SAINT LUCIE CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: 140 M.P.H. SCALE: 1 /4" = V-0" EXPOSURE CATEGORY = C MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS ROOF TIC LIVE: 20psf TIC DEAD: 15psf BC LIVE: 05psf BC DEAD: 05psf DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL 10psf Tor rn ql C 5 cn� a �7 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 C MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS REVISIONS DATE CHANGES INITIAL SCANNED, 8y St. Lud n Cou T.O.B. = 9'-4" T.O.B. = 13'-11" a U) W D F_ W 0 W 0) D V z F W r� DESIGNED BY: WAB CAD BY: DG/NJ a-