3124 Kresterbrooke Ln - Laserfiche WebLink

Browse Search

I CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = 1'-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (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 —I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 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 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/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v ITf * I-T-1 14 1.1 TB ? PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A 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 TYP. ➢A TRUSS USSES (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION v DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS o MAX 0 WO OD * USS 1. � 2x6 #2 SYP RAFTERS FOR SPANS 4FT SI1' MPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON N TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR INDICATED COMMON TOENAILS TO RIDE BEAM 10d NAILS VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ 3 COLUMN SIZE & TYP. U.N.O. () LOCATION AND DIRECTION N ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH C" 2X4 CONT. AT CONC. MASONRY STEEL OR WOODWOOD COLUMN SHOWN (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH i T & B CHORD BEARING SUPPORT ( ) - MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL "affl! m SCREWS EACH SIDE) (TYPICAL) LO A -A ALTERNATE BLOCKING CORNER G SEE FOUNDATION SECTION AT LOW ROOF s N ell YDETAIL INTERIOR BEARING 5 PLAN FOR MORE INFO _ „ SCALE: 1/2 - 1 -0 �W 3 /' vj SCALE: 1/2" = 1'-0" COMMON B M . ATTACHMENT 1 g WOOD TRUSS o A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" J SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT O> SCALE: 1 /2"=V-0" LOIL VARIES - - 2x STUDS @ 16" O.C. j t_.Z l-Z_T_l�:.L� rl�->' STT-T11I ! t_t j ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILING SCHEDULE OUTLOOKER 8dON AILS AT INFO.EY TRUSS NAILS AT B1 Od NAILS AT ASE & SIMPSON 16'40 C W/ #2 SPF BRACING @ 4 EXTERIOR SHEATHING2x BLOCKING BETWEEN STUDS O _� — COMMON TRUSSES. INFO. 3 ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE ; = " TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL o ATTACHED PER NAILING LOW ROOF/WALL i PLATE MORE INFO. STUD) SCHEDULE TRUSS PER NAILING SCHEDULE BOTTOM H � -SHEATHING ATTACHE -i 2x BASE PLATE W/ (2) 12d o VARIES W/ - - _ - VARIES SEE PLAN 2x4 BASE PLATE W/ „ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE - FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD (2) 16d NAILS TO (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING ( SIMPSON MTS12 w/ WOOD WALL � (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING j� - BELOW @ 16" O.C. y OR TRUSS. 2X4 CONT. W/ 2)`_ 61'NO O.C. STUDS #2 SPF @ W/ EXTERIORTO FLOOR GIRDER TYP TOP & BOTTOM SEE PLAN 16d COMMONS SHEATHING ATTACHED BELOW @ 16" O.C. • MASONRY WALL BELOW: SIMPSON ly' an NAILS EACH " PER NAILING SCHEDULE & o STUD TYP. T&B MASONRY WALL a�. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD i (3) 12d TOENAILS TO TRUSS OR SEE PLAN FOR r PLATE BELOW ° 4 0 O.C. TO GABLE TRUSS FLOORING Z. ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - / - i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR , TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION RAISED BOTTOM CHORD COMMON TRUSS 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION a@ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErj_2`�SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'4' SCALE: 3/4"=V-0" 31 DETAILS &SECTIONS // nn V e- V Z � 0 z� a c� GA4-- w o O w ZD0 E o m^ U &M M I.0 C f0 M _Cn LL00 U CL o Y Q m LO 0i Q o B D. N�c =Ji pQ O 4j p ao vil m40 ZWo' 4� PP A To the best of the Enginee�9'.�Cnowledde,-infdation �tld belief, the structural plans and sp),cifications Sontdided within these drawings comply with thei2Q17 Horida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z 0 I>ijr) MO z M Q U'(0p Ln Lr; vi N � LL oC U a 00 Q � � z WJ � V_ �z ofa LU Za f< UQao LU H W � E J a0� u © L W z oZ ZO a� O a Uz g Z Uvi 3 r.� / Uj Q -p 06 z UU = W W N z� ( D <Z Q g��o z W cyu_ lij Q Z z a $Q~ v z N 7F N Z a Z m Q = N a LU 06 _! LU SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. D1