Laserfiche WebLink
I 1111 1 11p, � 'q - � I 111ft 11 1 111 1 1 111 111, 1 1 1 1 1 <br />1 1 1 11 1 1 11 , 7 <br />11111 1 mrPrIMN11 IM111111111M IR I <br />W <br />ROOF SHEATHING - SEE W <br />x <br />ROOF FRAMING PLAN CIO <br />FOR SHEATHING SPEC'S. U) <br />0 <br />LU <br />SEE ARCH. Uj 0 <br />SEE ARCH. <br />DWG'S. (n U <br />DWG'S. FOR O.H. <br />PRE-ENGINEERED <br />ROOFTRU <br />SS <br />(TYP.) - SEE PLAN <br />PROVIDE MOISTURE <br />BARRIER BETWEEN <br />J/ <br />WOOD& CMU WALL <br />T/CMU WALL EL. <br />(SEE PLAN) <br />�_�SEE ARCH. DWG'S. FOR <br />FASCIA BOARD <br />SEE PLAN FOR TRUSS <br />CONNECTION <br />8" KNOCKOUT <br />COURSEBOND <br />BM. W1 (1) #5 <br />CONT. <br />8" CMU WALL - SEE <br />PLAN FOR REINF. <br />ROOF FRAMING SECTION a TRUSS BEARING <br />SCALE: 3/4" V-0" <br />*DIAGONAL SPACED AT 20'-0" O.C. <br />MAX. SAME SPACING AS BOTTOM <br />CHORD LATERAL BRACING <br />BLOCKING <br />D <br />CONTINUOUS LATERAL BRACING - X-BRACING - 2x4 SYP OR SPF w/ <br />NAIL OVER X-BRACE AS SHOWN. 3-12d NAILS @ EACH TRUSS WEB <br />INSTALL BLOCKING ATTACH WED <br />FOR NAILING <br />T1302 CROSS BRACING TYPICAL <br />SCALE <br />N.T.S. <br />PRE-ENGINEERED <br />ROOFTRUSS <br />(TYP.) - SEE PLAN <br />SEE � <br />PLAN <br />MIN 2x4 SYP OR SPF <br />BLOCKING <br />SECT, A -A <br />BETWEEN TRUSSES <br />G.T. r=�L— <br />ADD MIN 2x4 ALONGSIDE TOP <br />CHORD WHEN REQ.D TO <br />PREVENT PLYWOOD SPAN <br />FROM EXCEEDING 24" MAX <br />SPAN EITHER SIDE, IF REQ'D <br />PRECAST CONIC. <br />LINTEL (SEE PLAN)-/ <br />SEE DETAIL 1/S500 FOR <br />MORE INFORMATION. <br />8" KNOCKOUT COURSE <br />BOND BM. W/ (1) #5 CONT. <br />B/LINTEL EL. gL <br />(SEE PLAN) <br />8" CMU WALL <br />(BEYOND) <br />r- r- r% A R A I L I t-% r- 0'% -r I e% L I e% R A I I e% M r- K I I L I r% <br />SCALE: 3/4" V-0-1 <br />ROOF SHEATHING, SEE RSH <br />SCHEDULE FOR SPECIFICATIONS <br />PROVIDE 2x4 MIN, BLOCKING AT C <br />OF HIP/RIDGE, TYP. BETWEEN <br />TRUSSES w/2-12d NAILS EACH <br />END TO TRUSS TOP CHORD <br />RIPPED 2x4 SYP#2 <br />TRUSS <br />TYP. <br />NAILED TO TOP <br />A <br />A <br />- ' \A <br />CHORD OF HIPPED <br />TRUSS w/ 12d <br />�A <br />NAILS @ 6" O.C. <br />2-12d NAILS AT 12" O.C. MAX <br />CONV FRAMING ABOVE 2x4 STUDS & PLATES - <br />@ 24' O.C. EA DIRECTION TYP. UNO <br />CONV FRAMED RIDGE 2x8 BLOCKING NAILED @ 2x6 SPF#2 VERTICAL SCAB WOOD SHEATHING, SEE <br />FASTENED wl 4-12d EA SIDE wl 3-12d WHEN @ 48" O.C. w/ 4-12d TOP RSH SCHEDULE ON <br />MIN WHEN NEXT TO REQ'D w/ 2-MTS 1 2'S AND BOT OR H5 OR FRAMING PLAN <br />HCLR/LL IN PLACE OF 4-12d <br />PRE-ENG TRUSS, SEE PRE-ENG <br />PLAN 2x8 SYP#2 RIDGE BEAM WOOD TRUSS <br />2x6 SPF#2 RAFTERS @ 24" <br />O.C. w/3-10d COMMON <br />CID <br />TOENAILS TO RIDGE BEAM <br />2x4 SPF#2 COLLAR TIE <br />DB TB EVERY 3RD RAFTER <br />BB 2L-- 2x4 SPF#2 w/2470Y2" <br />WOOD <br />SCREWS EA TRUSS <br />PRE-ENG. TRUSS OR H5 @ 48" O.C. w/ BEVEL <br />CUT (OPTIONAL) <br />CONT. ROOF SHEATHING ATTACHED PER SEE SECTI'ON B-B -7 2x DBL TOP PLATE <br />TB13/SN ABOVE CONV. FRAMED AREAS <br />TRUSS BRACING/BLOCKING NOTES: <br />1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TOANSIfTP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS <br />GREATERBEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. <br />INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL <br />NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES& SHALL BE <br />LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE <br />2. ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL <br />LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION. <br />PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 0 <br />6. SEE TYP, TRUSS BLOCKING DETAILS. <br />ALT. BLOCKING <br />SPACES <br />WOOD 3 TO 4 TRUSS_ PRE-ENG WOOD SHEATHING, <br />TRUSS WOOD TRUSS <br />DIAGONAL F SEE RSH SCHEDUL <br />@ 8'-0" MAX <br />2x4 CONT. <br />@T&B <br />CHORD <br />CONC. MASONRY, <br />STEEL, OR WOOD <br />SUPPORT, SEE PLAN <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />2x4 BLOCKING 8 <br />BETWEEN TRUSSES <br />2x DBIL TOP w/ 2-12d NAILS @ EA BRIG WALL, <br />2x4 BLOCKING ALTERNATE PLATE END, CONT EA BAY SEE PLAN <br />DIRECTION, AS SHOWN FASTEN FOR TYPE <br />TO EA. TRUSS w/2-12d NAILS TYP. WOOD TRUSS BLOCKING <br />SECTION B-B @ RAISED HEEL DETAIL <br />(T�B06 <br />HIP TRUSS <br />HIP G.T. <br />ALTERNATE TO BLOCKING <br />- - - 1 -1 I -A THING <br />HIP/RIDGE BLOCKING <br />T1303 SCALE: 3/4" 1'-0" <br />ROOF FRAMING PLAN <br />ROOF SHEATHING - SEE <br />FOR SHEATHING SPEC'S <br />FASTEN ROOF <br />SHEATHING TO <br />BLOCKING W/ 8d <br />NAILS @ 4" O.C. <br />2x4 SYP#2 X-BRACE @ 48" O.C. N <br />(MAX.) - FASTEN TO BLOCKING <br />W/ MIN. (4) 10d NAILS EA. END <br />PRE-ENGINEERED <br />WOOD ROOF <br />TRUSS (SEE PLAN) <br />CONT. 2x4 SYP #2 L�ID /LAT/ <br />ACROSS BOTTOM CHORDS - <br />FASTEN TO EA. BOTTOM CHORD W/ <br />(3) 12d NAILS (4 TRUSS BAYS MIN.) <br />FASTEN ROOF <br />SHEATHING TO <br />BLOCKING W/ 8d <br />NAILS @ 4" O.C.— <br />SIMPSON LUS26 <br />EA. OUTRI GER- <br />G SEE AR <br />SEE ARC <br />EDGE NAILING TO <br />INSTALL SHEATHIN CH. FOR O.H. H. <br />(MAX. 3'-0") DWG'S. FOR <br />BLOCKING LINE EAVE DETAILS <br />I I V. 4 <br />PSON H2.5A <br />OUTRIGGER <br />I <br />1 <br />4 <br />GABLE VERT. STIFFENLR I <br />0'-0" TO T-O" - NO STIFFENERS REQ'D. <br />3'-0" TO 6-0" - 2x4 SYP #2 "L" BRACE <br />6-0" TO 10'-0" - 2x6 SYP #2 "L" BRACE <br />10'-0" TO 14'-0" - 2x8 SYP #2 "L" BRACE <br />N <br />'!? <br />4 <br />2x SYP #2 BLOCKING BETWEEN TRUSSES @ 48" O.C. <br />(MATCH TRUSS CHORD SIZE) FOR BRACE CONNECTION <br />(TYP. ALL BRACE ENDS) - FASTEN TO TRUSS CHORD W/ <br />(3) 12d END NAILS EA. SIDE (DO NOT SPLIT BLOCKING) <br />2x6 SYP #2 <br />OUTRIGGERS <br />@ 24" O.C. <br />\\-SOLID 2x6 BLOCKING <br />BETWEEN OUTRIGGERS <br />_Y16" OSB WALL <br />SHEATHING FASTENED <br />TO GABLE TRUSS W1 8d <br />NAILS @ 4" O.C. (EDGE) & <br />8d NAILS @ 8" O.C. (FIELD) C? <br />Fb <br />-PRE-ENGINEERED GABLE <br />DROP CHORD TRUSS W/ <br />VERTICALS @ 24" O.C. (MAX.) <br />-FASTEN EA. BLOCKING TO <br />WALL W/ SIMPSON HGAM10 <br />W/ (4) Y4"xlY2" SIDS SCREWS TO <br />WOOD & (4) Y4"x2Y4" TITEN 2 <br />8" KNOCKOUT <br />COURSE BOND BM. <br />W/ (1) #5 CONT. <br />T/CMU WALL EL. dk <br />(SEE PLAN) <br />- GABLE TRUSS <br />CONNECTOR <br />(SEE PLAN) <br />ROOF FRAMING SECTION a GABLE END <br />SCALE: 3/4" V-0" <br />OVERLAP TRUSS BRACING <br />AT LEAST ONE TRUSS SPACE <br />6" OVERLAP <br />TRUSS BRACING w/ 3-12d NAIL <br />PER JOINT <br />"SPACED AT 15'-0" MAX <br />TRUSS BRACING OVERLAP <br />T13041 SCALE: 3/4" V-0" <br />T1303 <br />BLOCKING TO COMPLY w/ APA <br />RECOMMENDATIONS FOR SPAN <br />RATING OF'/16" OSB OR USE <br />3 <br />ALTERNATE TO BLOCKING, PER <br />TB03 THIS PAGE <br />ALTERNATE SPAN RATED <br />32/16" IS THE SPAN RATING <br />THE PLYWOOD THICKNESS <br />IS 15/32.. IF 1/32" IS USED THEN <br />THE ALTERNATE BLOCK IS <br />NOT REQUIRED AT HIP <br />Z <br />SECTION UJI <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S <br />TRUSS ENGINEERING CUT <br />SHEETS FOR ADDITIONAL <br />PERMANENT BRACING THAT MAY <br />BE REQUIRED <br />2) "T" BRACING MAY BE USED IN <br />PLACE OF PERMANENT BRACING <br />PROVIDED IT EXTENDS OVER A <br />T <br />LEAST 90% OF THE WEB. <br />20'-0" MAX <br />MINIMUM 2x4 CROSS <br />BRACING (SEE PLAN <br />FOR LOCATION) <br />3 - 12d PER JOINT <br />CHORD BRACING MIN. <br />CROSS BRACING, TYP. <br />SCA <br />TBO SCALE: 3/4" V-0" <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE I BELOW <br />PER PLAN <br />1x2 P.T. MIN, <br />FASTENED PER <br />NOTE 2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS <br />ALUM DRIP EDGE <br />2x SUB FASCIA <br />CONT VENTED ALUM SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />w/ 3-12d NAILS, TYP. <br />1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES <br />BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND <br />CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET S001 <br />2. 1x2 MIN. P.T. wl J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />- CMU w/ V12" LONG T-NAILS @ 24" O.C. <br />- WOOD w/ 2Y2" LONG T-NAILS @ 24" O.C. <br />20'-0" MAX <br />STRUCTURAL SOFFIT <br />SCALE: 3/4" V-0" SOFFITS V-4" & GREATER <br />T <br />T1301 <br />d <br />0 0 <br />Z Z <br />W () <br />U) < <br />U) = <br />T1304 <br />b <br />%1% <br />C) <br />> <br />. <br />% <br />9 <br />RIDGE <br />9 <br />Z <br />W <br />W <br />71 <br />TOP <br />MAX <br />CHORD <br />BLOCKING <br />FOR <br />FIRST <br />2x4 #2 <br />@ 16" <br />(4) <br />SYP <br />O.C. <br />BAYS <br />_j <br />ca <br />6 <br />b <br />9 <br />> <br />0 <br />Z (D <br />Z <br />J) <br />U) <br />d <br />UJI <br />BOTTOM CHORD GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />REQUIRED MIN. PERMANENT TRUSS BRACING PLAN <br />SCALE: N.T.S. <br />0 <br />Z co <br />Z C14 <br />ID Z <br />a- <br />11FRa <br />116 1 <br />Z <br />2 <br />wig <br />V) u) <br />a) <br />-JL_� UJ <br />LU <br />0 W <br />IL V, Z) <br />014 <br />U) <br />LU <br />as <br />a; <br />M Cl) <br />-JCNCI) <br />— 8 <br />M <br />=(0 M " <br />_j <br />= u_ C) <br />r- 00 <br />S -d OR <br />W <br />< 0 <br />0 r- r- <br />U) a CV:) <br />10.r <br />tn 0 �& <br />C1,12- <br />8 <br />D. <br />THIS DOCUMENT AND/OR THE DESIGN CONCEPTS <br />EXPRESSED HEREIN ARE THE PROPERTY OF <br />KEESEE ASSOCIATES AND ALL RIGHTS OF <br />OWNERSHIP, INCLUDING COPYRIGHT OF <br />INTELLECTUAL PROPERTY, ARE RESERVED. THE <br />REPRODUCTIONS, COPYING, OR USE OF THIS <br />DOCUMENT AND/OR THE DESIGN CONCEPT <br />WITHOUT THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW. <br />" FOS <br />M <br />0 mr-jamEmRING A880CIATES <br />258 Southhall Lane, Suite 200 <br />Maitland, FIL 32751 <br />0: 321-972-0491 F: 407-880-2304 <br />Certificate Of Authorization No. 9161 <br />El CARL A. BROWN, PE - FL # 56126 <br />El LUIS PABLO TORRES, PE - FIL #87864 <br />[I SCO17 A LEWKOWSKI, PE - FL #78750 <br />TO THE BEST OF THE ENGINEERS KNOWLEDGE, INFORMATION, <br />AND BELIEF, THE STRUCTURAL PLANS AND SPEC FICATIONS <br />CONTAINED WITHIN THESE DRAWINGS COMPLY WITH THE 2020 <br />FLORIDA BUILDING CODE- RESIDENTA;L 7TH EDITION. <br />ENGINEERS SIGNATURE AND SEAL IS ONLY FOR THE <br />STRUCTURAL ENGINEERING PORTIONS OF THE DRAWING PAGES <br />BEARING ENGINEERS SIGNATURE\A <br />tN <br />........ <br />�A S E <br />10, <br />NT <br />lob <br />0. (ft <br />.C\ <1_ <br />4Q <br />FLO <br />DATE: JAR <br />IF SEAL AND SIGNATURE AR r <br />SMUDGED CONTACT THE EO, IHO <br />UT G <br />W <br />< <br />LLJ Z < <br />C' <br />x <br />0 <br />LL <br />_j <br />N <br />REV. <br />REV. <br />REV. <br />NO. <br />DESC. <br />DATE <br />REVISIONS <br />Project Number: 21-7431 <br />Date: <br />Issue Date: 01/26/22 <br />Reviewed By: SL <br />Drawn By: CM <br />Scale: As indicated <br />Sheet Name: <br />ROOF FRAMING <br />DETAILS <br />Sheet No. <br />S500 <br />Z-1 <br />