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HomeMy WebLinkAboutROOF PLAN5115116 cn' n•• (7 m DO qq Q Q Q gg Do a a a a a d a a a a "d a a CQ J2 J4 J6 J8 JB J8 J8 is JB J8 J8 JB JS J8 J8 J8 J8 is J8 is J6 J4 J2 l 2 7 St. J2 J4 J6 J8 J8 J8 J8 J8 J8 J8 J8 JB J8 B J J s is J 8 is JB JB J8 BTG I ( 7• 1• A A I - r ( V3 V5 e � i I y/7 D2 o A V9 A C D lE o I" 11 r-10"12 0 4 9 -0 20 -6 ROOF PLAN I ! SCALES 3/16 = V-0" ELEVATION "B" I I �,1� • ZorB APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG �r-811 4 1/16" HEEL HEIGHT L. ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 QA HUS26 (D HGUS26-2 Q THDH26-2 U HGUS26-3 (D THDH26-3 © @ RT16A CONNECTION BY BUILDER SCANNED RY St,! ,:T:: County REVIEWED f 3 REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT ❑ NOT REVIEWED O FOR YOUR INFORMATION Submittals are reviewed for conformance with ign intent and general compliance with the Contract D uments only. Notations Do Not Aulhonfe Changes t ontract Sum, Reviews. Comments and/of corrections s not relieve the Contractor from compliance with the C act Documents, The Contractor Is responsible for confir g and correlating all quenftbes, dimensmns, tolefanc clearances. fabrication processes, lacnn:ques and ences of construction, compatibility of materials an tetials coordination of their work with other trades an contractors, performance of wolk In a safe and satisfa manner and for full compliance with the ContractDocum 5�/ IN M TYPICAL TRUSS END DETAIL NOTE: 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 HANDUK, 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 noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a 'service, not a requirement. Engineered drawings supercede labeling of trusses. It Is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "SCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING its BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY To THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON ME TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-1 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE 0 CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL �J REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO r H HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, MWFRS(low-rise)/C-C hybrid wind ASCE 7-10 Exposure Category : C Bldg Category : 2 wind Design Velocity :16U MPH Imp. Factor: 1.00 Wind Load Duration Factor: 1.60 Mean Roof Height : 15 H. Brien M mealdy Strucl Eno P6051 2590 N. KINGS HIGHWAY Ft PIERCE Fl- Must (7771 ra4-41ea 0 Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design �U.S.S (774) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings ����y INC, m—u6t be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 I I inn kin. 4nrn CUSTOMER: � I U I.(I �(L.11-I\ , DESCRIPTION:ie rn )RESS: 5356 Oakland Lake Circle Plan — 1833 Elev. B SCALE DALE: DRAWN Dr. DRAWING NUMBER: IDIVISION: Oakland Lake 3/16"=1•-0" 5/15/2018 dhc 1833-B-or w • e. ,a • " d • 4. i • ®r ,e r • 4 i g. J2 J4 C3G C2 !2C J2 J4 rz a a a a `�° J@ G o N N 1 _ —I J2 J4 JB J8 J8 J8 JB J8 J8 r z V16 r r I i J2 J4 JB J8 J8 J8 J8 is JS V12 V8 - V4 r r r r --- -- - - - - aI APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8" 51 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (Z)HUS26 QA HUS26 © HGUS26-2 QC THDH26-2 Q HGUS26-3 Q THDH26 3 _ j„ • � gel 8„ BRG. 101 TYPICAL TRUSS END DETAIL -:3CANNEG BY +f a..ucie County (D RT16A NOTE: © 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. I o — SIGNED ----— TITLE 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 plies to be determined by engineering. DONOTCUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPUCATIONS SEE 'SCSI-BI Summary Sheet COMMENTARY and NCTED WOOD ECMMENDATIONTRUSSES' (TPI).S TRUSSES ARE TO BE ERECTED RAND FASTENEDPIN A LATE STTRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E" ITRUSS COMPANY WLL SUPPLY ALL TRUSS TO TRUSS HARDWARE Q CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F—I-I HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Facia : 1.00 Wind load Duration Factor : 1.60 Mean Roof Height : 15 ft. Trusses shown on this layout are a component part N of the building and show truss location. S B{ / Proper erection, temporary and permanent bracing design SOUTHERN TRUSS (772 ) 4 64-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings C01o4PANIES, INC. / I-E 7E T i must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34961 I _ r JOB NO.: L115 CUSTOMER: RYAN HOMES � o' LOT: Ib BLK: �i F _lf� IF.= ,�� DESCRIPTION: rn ADDRESS: Plan — 1833 Elev. B w Lanai SCAM DATE. oeAwN er. DRAWNG N MeeR: E 11i1 SUBDIVISION: Oakland Lake 3/16"=1'-O" 5 25 2017 dhc 1833-B-In-gr W O a a Q Yl v „Tt • Y= • • • i • • y • s • 0 - A