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HomeMy WebLinkAboutTRUSS ROOF PLAN1 J3 J5 J 1Qr J2 � M M M M .M M•a J2 L2G L1 L1: J1 J3 J5 ASGL A7 A6 A5 A3 A2 At A3 A4 A5 A6 A7 A8 C1 31 Ci C2 C2 C3G J2 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUMand BOTTOM CHORDS CUTTOP O 4 1/16" HEEL HEIGHT 8'-8„ 5� 8 —g •e 1 —O° s•y'' BRG.. I ALL CEILINGS ARE FLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) ' '(3) HUS26 HUS26 ' © HGUS26-2 © THDH26-2 E0 HGUS26-3 D THDH26-3 NOTE: Op @ RT16A ® CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION, 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, ` AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED _ T{TLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder piles to be determined by engineering. DO OT CUT OR ALTER TRUSSES w/o AUTHORIZA11ON FROM THIS OFFlCE L beling trusses is a service, not a requirement. Engineered dr wings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING t _ REVIEWED O REVIEWED ti$ NOTED ❑ REVIETED(S WIE IT O �+ yLalpyJf EREC ON BRACING IS NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TO SEEK FABRICATOR. PERSONS ERECTING TRUSSES ARE IS ALWNEDAYS ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO • REVISE & RESUBMIT ❑ NOT REVIEWED O FOR YOUR INFORMATION ] C 0 SSIO PR SSIONAL PRE NT TOPPUNG AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH "ecst—e1 Shoat COMMENTARY intent with design tot g +� . ink. SfhmNfals l c reliance fir conformance theContract aN ppafnl Compliance with the Contract Documents only. yal L� MA BE REWIRED IN SPECIFIC APPUCATIONS. SEE summary and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED TRUSSES' HASTENED IN A STRAIGHT AND NO TRUSSES ARE TO BE ERECTED AND SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY Netidi"l Do Not Authorize Changes to Contract Sum. Ye FGJ MERE PW R POSITION D AS E SHA BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. iMeierra, Comments and/or COlrections does not relieve the Walraetior from compliance with the Contract Documents. The TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECRON TO PREVENT Ceatraetor is responsible foi confirming and correlating all * peatities, dimension, tolerances. clearances. fabrication O processes, tecnn:uces and sequences of construction, TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. Compatibility of materials Intl matenals coordl afion of their 'CJQ warp with othai Urideas and subcontractors erformance of TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE - - t ,.,Ih in a Sate and satisfactory manner an r full compliance r7 with th. afeci Documents. CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. 1 DATE 1MIEDdY 3 CC ITRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. p A" s" ) MWFRS(low-rise)/C-C hl4rid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH z ski 0 Imp Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 5 it. WORK SCANNED ado M matey Strad En 176051 2590 N. KINGS HIGHWAY FT. PIERCE, FL 34951 (772) 464-4160 R NS AND ALL PROPOSED HESE PLAANY RE iuc JEGT TO CORRECTIONS THAT BY E Y EEL BY FIELD INSPECTORS AY pE NECESSARY IN ORDER TO C+ I l(f:lP PA11�4tV CODES' - S ;OMPLY WITH ALL APPLICABLE Trusses shown on this layout are a component part 5 of the building and show truss location. CONCEALED Proper erection, temporary and permanent bracing design r TRUSS (772) 464-4160 the responsibility of the building designer or his engineer. �STENERS00ATTACHMENTS are Lateral bracing shown on the individual truss drawings ARE THE RESPONSIBILITY OF THE CONT must be placed during the erection procedure. RACTOR OF 2590 N. Kings Higi Fort Pi ce, FL 34951 G RF,Cr1Dr ROOF PLAN ' JOB NO.:2969 CUSTOME I/ SCALE: 3/16 = 4'-0" ELEVATION "B" _ T: 18 BLK: DESCRIP N ADDRESS: 5320 Oakland Lake Cir. . 41:-5 2 ,1 1 e v. B SUBDIVISION: Oakland Lake SCAlE: DALE: DRAWN'Y: DRAMG NUMBER: 3/i6"=r-O 7h 2 22 18 1452—B—Ln File Copy 0 A 1 J2 C+ I J1 J3 J5 81 81 B1 82 B2 B3G J2 1 G�' J2 L2G L1 Li J1 J3 J5 A8GL A7 A5 A4 A3 A2 Al A2 A3 A4 A5 A6 A7 A8 C1 C1 Cl C2 C2 C3G J2 CV� APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 81—g1$ 5 F' / N am ALL CEILINGS ARE FLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 QA HUS26 QC HGUS26-2 © THDH26-2 Q HGUS26-3 EQ THDH26-3 NOTE: O O RT16A Q CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet . COMMENTARY and RECOMMENDATIONS for HANDUNG, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI), 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noto All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. A?PWKD 0 AI'P60VEbAS1,407E4) DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. REVISE 8 RESLW 17 RElECTED1 RESUBT+b1T Labeling trusses is a service, not o requirement. Engineered CT NOT RfMEWE0 0 FOR YOUR INfOf IANOH drawings supercede labeling of trusses. It is the responsibility Submk*rl4 we rv4awed Aaf cenform4Ax mlY 41aigs intend of the builder to utilize engineered drawings when erecting trusses. end.,sA;A, iilQt .ATa,Sl.t w» 11Ta Car'J7TKT voa,". only.. .. WARNING.... ApW -r.•, ?GR•"...ti .YK'x:e •!ifedtiOn6 Slva is the Corrtrz;aY frtfo :Twual o +vita the ooite Dopy1e=, The ERECTION BRACING IS NOT THE RESPONSIBRITY OF TRUSS DESIGNER, PLATE MANUFACTURER, Comfe ta' :• !worrklE iof •cordnA9ng and cwrei+yng aif NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK 'r quantlti¢=, 9i.m0rSic,v La6jBnCeS, :feerance:, fabrication PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED To pfMgSeeY. TOCTMhgUOS and SegL'CMCS Of c01160UCtian, CampelJtsirrr al TS5 ek 6gd Tejfx)d5, rtKTdir°ton of tlTeff of methods, PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE'BCSI-BI Summary Sheet COMMENTARY wo k wkh Ir USd And 5 Es pe:tofmance Of 4EIOd 3Ci" nkBN of to work HI 3 e�tfWe and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES- (17I). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE �&t I with T�{7.7y%'.RiS. TOP CHORDS; THEY SHALL BE BRACED AS ON THE TRUSS DESIGN. ))��,, HANDLED WT TRUSSES SHALL BE HANDLED W1TI1 REASONABLE CARE DURING ERECTION TO PREVENT 1y/[YL/y1/ DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. • P TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE Q CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO r7� HANGER IS SUPPLIED. -CANN CONTRACTOR SHOULD CHECK All REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 BY St ,Lf ( fnit* Exposure Category : C Bldg Category : 2 Wind Design Velocity ;160 MPH L�1CIF Imp. Factor: 1.00 Wind Load Duration Factor: 1.60 Mean Root Height : 15ft. Brkn M Reoldy Struct Eng 176051 2590 N. KINGS HIGHWAY FT, PIERCE, FL 34951 (772) 464-4160 R rE Trusses shown on this layout are a component part S N of the building and show truss location. S SOUTHERN TRUSS (772) 464-4160 Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. Lateral bracing shown on the Individual truss drawings COMPANIES INC must be placed during the erection procedure. 2590 N. Kings Highway Fort PlerCo, FL 34951 CUSTOMER: ROOF PLAN _ JOBNO.: 2969 SCALE: 3/16 = 1'-0" ECEVATInrI "B" LOT: 18 BLK: w DESCRIPTION: ADDRESS: 5320 Oakland Lake Cir, Plan -._ "File E ylev. B SUBDIVISION: Oakland Lake SCALE: 3/16"=1'—O" DATE, 2 22 1s oRAwB BY: 1 dhc MAIMS NVMBER: 1452-0-JA