36417-36437 Campfire Ter - Laserfiche WebLink

Browse Search

DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING ,,,-ROOF SEE SHEATHING PLAN ---BLOCKING BETWEEN TRUSSES 2X4 BLOCKING SECT. A -A SHI NF_ X-BRACING 2X4 SPF OR SYP W/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r SCALE: 1/2" V-0" G. T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD Inj TRUSS �'A SES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-10" O.C. 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE W/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED W/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/(14) 10dX 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CIB _*� I 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B-N 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 1 Od NAILS @ 4" O.C. FLOOR TRUSSES 24" O.C. DOUBLE KNOCK -OUT 'UT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T DIA. TITEN HD MIN. 5" (2)5/8 EMBEDMENT PER 54/Dl SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT -5 �O SCALE: 3/4" V-10" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL----- 2x8 #2 SPF RIDGE BEAM AT 8'-0" -.--�-WOOD x TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT MAX TO 8FT 2X4 RAFTERS FOR SPANS LESS x THAN 4FT @ Z-O"O.C. MAX. W1 (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING r-3 SCALE: 1/2" V-10" WOOD TRUSS A SUPPORT WHERE TRUSS DEPTH EXCEEDS PROVIDE BLOCKING AT ALL TRUSS BEARING STANDARD HEEL HEIGHT TYP WOOD TRUSS BLOCKING DETAIL . SCALE: 112"=V-10" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 y PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE@ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE iL- 2-M-W OSI3 (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6 O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ :5 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING 2x8 SYP #2 P.T. SHALL DIVIDE THE LEDGER ATTACHED TO CONCEALED SPACE INTO MASONRY W/ (2) ROWS APPROX. EQUAL AREAS. �L_/Z__ 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. BLOCK W/ (1) #5 CONT. DOUBLE KNOCK -OUT IN EACH COURSE. FLOOR CONNECTION EXTERIOR WALL SCALE: 3/4" V-10" 2'-0" MIN. LAP SPLICE 15" _0" 6" 6" 11-01, 6" TYP. TYP. 0 0 1 0 0 0 0- 1 SPLICE 0 0 0 0 1-01, '*,\—SPLICE BEYOND 2 2'-0" e �0 PART. ELEV. VIEW 1 All r) (I DBL. KO. BL MIN.1 MIN. TYP. 11 24" MIN. (2) 2x8 P.T. L ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HID STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER TOGETHER W/ LAP SPLICE (2) ROWS OF 1 Od @ 6" 0. C. PART. PLAN VIEW LEDGER SPLICE DETAIL (__5�4 SCALE: 3/4" = V-10" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX (2) LAYERS 1 "X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 13/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASONRY SEE PLAN I -)A -rr%EKI A I S 2X6 P.T. CONT. 1/4" X 3" TITEN2 @ 24" LEDGER T&B W/ (2) D.C. T&B TRUSS (6).162" x 3 1/2" NAILS TRUSS TO LEDGER & (4).148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" V-10" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGILASS ULTRA SHAFT LINER STRUCTURAL SHEATHING A-11 ATTACHED PER NAILING SC, SCHEDULE VAR I ES W/ ROOF SLOPE MASONRY WALL� SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE 31', CONT. W/ (2) 1"XT' INFO. - TITEN2 SCREWS @ 16" O.C. /--TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL 52 SCALE: 3/4 PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. GA FILE ASW 0810 SCALE: 3/4"=V-0" Waym 2X4 BLOCKING @ 48" O.C. MAX. W/ '10 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END- //;::FIRE RESISTANT OSB 7/16" SHEATHING 4'ON EA. SIDE 2" CLG. RUNNER FIRE CAULK OF WALL NOT STAGGERED CEILING BOARD RUNNER TO SHEATHING OVER PARTY WALL ACH SIDE ABOVE AT E 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN Ila 11 MAX VERTICALLY NAILED FOR STRAP INFO. T \Ix TO TRUSS WEBS W/ (2) 8d 7 BASE BOARD PER SPECS. (TYP.) —EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) UL-U905 (see sht 9) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING wl (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/Dl 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOPCH I 10;� TEI FLOOR TRUSS FOR AN AREA < 1000 S.F. OXO TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-/ HABITABLE ROOM ABOVE) W/ 13/8" (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER ------ 6x6 W1.4xW1.4 WWF. LLJ 0 z _j CL W . FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W1 13/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. \\\--SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WEI OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"X4" INSPECTION PORT AT EACH FILLED CELL (TYP.) 0 BE NAILED W/8d COMMON @ 6" O/C TO 1 x P.T. BASE NAILER ONE SIDE OF THE —STD.909HOOK FLOOR TRUSS FOR AN AREA :5 1 (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ T CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. Til P T-1, -HORD BRG. \—DOUBLE KNOCKOUT BLOCK W1 (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) 0 -_ _j CL Cf) coo- 4"x4" INSPECTION PORT. AT < ------EACH FILLED CELL (TYP.) C? 10 dITr, (4) #5 CONT. -STD. 909 HOOK 1 8" ON 3" CHAIR (SEE DETAIL) 8" Z-10" 7r r 2-STORY PARTY WALL SECTION rPW� SCALE: 3/4"=V-10" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG.- SEE 5301 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 4 . . NAILER BASE BOAR[ PER SPECS. CONIC. SLAB SEE FOUND. 6 MIL VISQUI TREATED,( 0 A-, SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW —WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W1 (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 31P OF SLAB 0'-0" 00 VARIES WITH F. F. b SITE GRADES C14 SEE PLAN 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 co C%j 2 = > Uj � -Z-: = = LA_ C3- Ln C�4 Cj E �ko V� fN ............ $ \bt i7_ -C" F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 "'S w o, A 8 E - - 0,0 W0), 0 lg 20 1.) -_0 0 u, Lu N 0 ot on, v U Z � -& Y, 0 19 C, e :5 � 0" Lu Z; W �, M cr) ;, co 3 unW z LO M 5, 0. N 0 U) 0 z .. < 00 7 71 W (D M , < CL_ Ln CD �2 C) 0 V) V) L�Lj L.Li E U) U_ cd -E C�_ 0 E C1 8 E t < Z z co 03 < .0 2: < -2 0 < C, 10 1 1< - 50 _= Mill 0 6. 't .0 1< 0 > 00 4j 0) CIO CN C co C) LL C:) LO 60 ED co 0 U-) r- 117�4 0 ICT LO .0 C.0 co LO 04 C:> 6 < 04 LO a) CY) Cf) 6 E Ca E LO z C: E 0 Z _j C: a) JOB NO: 23-04725-04730 SCALE AS NOTED SHEE7 NO. D1