6727-6751 Ripple Pond Lp - Laserfiche WebLink

Browse Search

*DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING XVV BETWEEN TRUSSES SECT. A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING PACK WEBS FOR NAILING SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER ITRUS WEB SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —t AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CON1. MAY B FRAMED RIDGE 2X4 STUDS &PLATES AT O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (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 BILKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD HEN SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP REQUIRED SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION - X 1 1EACH 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. �C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. • CHORD AT ALL HAND FRAMED AREAS TYP. -----LWOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING — PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a@ EXTERIOR WALLr, SCALE: 3/4" = V-0" SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (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 a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" TYP. TYP. O O 1 O O O 0- SPLICE O 1 O O O 2'-0" SPLICE BEYOND T-01' PART. ELEV. VIEW Z�Z7 e1 • 1.1 • 1 In: LEI LEI 101 [ED —IIIIIIIIIII■—'—� HIP G.T C (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS —@ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 6" ` EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" MAST SEE M\ 17d T/1CAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS uvr ./'.cv wu r v1 r vv x 1 Y2' NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN 12 STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. SEE FOR INSTALLATION. ELEV. H-STUD 3/4" MIN. AIR SPACE SEE ROOF PLAN FOR STRAP INFO. WOOD TRUSS 1" DENSGLASS ULTRA TOP COURSE W/ ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER 1 #5 CONT. OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" SEE PLAN BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 5 LB FELT (SHINGLES) TOP OF PLATE SEE MANUFACT. SPECS. (2)16d TOE NAILS @ EACH END & FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" - 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL LINTEL SEE 2x4 LEDGER @ 48" O.C. PLAN MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY TO TRUSS WEBS W/ (2) SEE PLAN TYPE "X" GYP. PANELS INSERTED 8d (TYP.) TOP OF WINDOW - BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN ° ° EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. o o FIRE WALL MFG. 2 x P.T. BLOCKING WINDOW PER PLAN 2" FLOOR RUNNER ° ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO BY FRAMER FOR PLYWOOD EDGE W/ 3/16" DIA. x 1 3/4" I o a I % 2X4 LEDGER ONLY AT EACH NAILING TAPCONS AT 16"x SIDE OF STEEL "H" STUD. O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK TOENAILS FROM 8" C.M.U. WALL TRUSS TO LEDGER WALL EACH SIDE02 (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK OR 5/8" GYP. WB. W/ 1 3/8" NOTES: DRYWALL NAILS OR DRYWALL 3/4" FLOOR 1. SEPARATION WALL IN THE SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743. 10'-8" 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) •:. AFTER INSTALLING RBC'S UL-U905 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT ROWS OF 1/2" TITEN HD STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. w/ 4" EMBEDMENT & 6" EACH U SIDE OF SPLICE &EACH END, SEE 54/D1. Z � 1x P.T. BASE NAILER PRE -ENGINEERS AT FLOOR TRUSS AT TRUSS' 3/4" PLYWOOD DECKING GLUED AND a NAILED W/ 8d COMMON AT 6" O.C. N g 909 HOOK (SEE DETAIL) TRUSS LEDGER 24" O.C. EDGES AND 12" O.C. FIELD . t (4) OdNAIL o TOENAILR S GYP. BOARD CLG. GYP. 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CH I TRUSS FOR AN AREA < 1000 S.F. AND SEALED 00 TEI PENATRATION AREAS W/ FOAM. DRAFTSTOPPI SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS 8"x8"x16" CONC. KNOCKOUT CK W/(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. FILED W/GROUT D CONT. WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ 1" P.T. NAILER A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS R-3 MIN. INSUL. PER. FBC. 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS TYP, "S" MORTAR (TYP.) (SEE FOUNDATION PLAN FOR LOCATIONS U 8" CONC. BLOCK (TYP.) ? J ga 1x P.T. BASE NAILER N g 6x6 W1.4xW1.4 WWF. 4"x4"INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 r (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR g" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPWO't\ SCALE: 3/4"=V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T .... NAILER BASE BOAT PER SPEC: CONC. SI SEE FOUND 6 MIL VISQU TREATED; DOUBLE KNOCK -OUT W/ (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 0 6 20221 Virtual Review Assist. I - f Plans Review completed and app I� e Ir compliance with the 2020 FBC 7th Edition by Debra Anne 1(lahr PX2300 ;1 1 `r F.F. 00 VARIES WITH N SITE GRADES SEE PLAN 3 #5 CONT. 20" 4 L TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" VN CCD Ja z _�ix v To the best of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 4 o co N Ol ,'s 0 2 � � � W in��12 R;; fA cn v "` " N u. CM. _ — rL 5 L7 j W fan w c � _ _ Y 4 o WW 8 N tD 0�O_jO' m _ N N Z J ZN OU W 00 z z z � � ti � z CD o rL N ur e te U 0 W l� c •, asU_ 8 a� = ; U o • a C S O CCM �w z M J L.L EE O w� � N V w� E c' XUZ) a U °x w¢ o O a aoW<Zd 0zE J0 zN C: J EZ 3 a� 8 W wo ,Z -e � ,w �5 co 101 3 c N O >Li) 0 (o = B �.� O O LOLO T Al L- T"' Co O Q T O OO i11 O T 2 0 04 Lr) N rl- O M Q 1 o� Liu O co r ai (a O o Z T iri E N B M c 11 E w U _j < 0 JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. D1