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L11 I, I-L—L I I IT" 11 1 1 1 1 L_L___ H =E ck:: LO 00 r") LO to e 0 -0 -2 �3 CC> C.0 ro C14 to LO Cn E E C: 0 .9 CIL- Q_ E .2 lZ �1 ROOF SEE PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E __ "'u ��SHI A ?Nl� PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP,BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. -r ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER HIP SIDE OR BOTH IF REQ'D) G. T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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) 1 Old x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 wl (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM VVI 4_- I %JU �W L_�%.al I I F A�_4%J%J V V L_� BEAM RAISED ENTRY CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL r2 MASONRY WALL KNEEWALL @ ENTRY FRONT WALL SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING a__TI ATTACHED PER NAILING SCHEDULE 2x SPF #2 I I AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONV. 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 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 AK 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. CB —Awl 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 TB . PRE-ENG. TRUSS 2X4 BLOCKING I 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Rvwm vI 2X4 CONT. W1 (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEARTRANSFER T'� EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH H2.5A W/ (10) 8d NAILS TRUSS OR SIMPSON AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT A\ VARIES ROOF SHEATHING 2x4 #2 SPF BRACING @ ATTACHED PER NAILING SCHEDULE 16" O.C. W/ (4) 12d 4= COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE �,VARIES SEE PLAN 'i>< FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR 'v SHEATHING ATTACHED 1 PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE,� @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION 0 ENTRY SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SIMPSON HUC41 0 w/ (14) ISEE PLAN 1, FOR CANTI 16d INTO HEADER & (6) — 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO d7/ SEE FLOOR PLAN FOR COLUMN SIZE& BASE 1 OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN ___--7/16" OSB FLITCH PLATE SEE FLOOR PLAN F Rj 0 REQ'D ONLY WHEN COLUMN SIZE BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN CONNECTION INFO. FOR BEAM SIZE & SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION L-t— PLAN FOR MORE INFO 51! COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE V_ SP1 w/ (10) 1 Od NAILS N AT BASE SEE J/S6 FOR i MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR z z SIMPSON MTS1 2 W/ (14) 1 Old X 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTE7M-/ FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION FLOOR SECTION CONNECTION r2 2'� SCALE: NITS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM CENTER OF POST ///- BM. SPLICE OVER MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: SIMPSON H ETA1 6 w/ (9) 1 Old x 1 1/2" NAILS @ MASONRY WALL :: A 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2_-� SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION rIF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. All SIMPSON LUS26 W/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LE DG E R W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE:NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WA N STUD) SHEATHING AT CHE PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING >< W/—/ LOW ROOF TRUSS (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS S I M PSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION P 0 @ BUM UT r3q SCALE: NTS DETAILS & SECTIONS C'.j C= C%j C= CM L; M cc _; C L� Ct (n cc = C14 -7; 3: ow- lr4 cl-i WL EA,--j Zz 4t *% 'IQ 4, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. W 'q E cc, q 0 0 84 N 0 C _j Lu Z 76 q 13 : i -:29- 0 W 15 'ro N �2 8 W T . Co 0 & Z < 0 C7. < z 0 W El < < V) 2! 0 (1) ij- 0 9 Ln Ln i (D (10 - 0 r) 0 co z E 0 z CD E (D 0 I 00 � 0 0< Z z cli t .0 ru U) C �z z '. 'z z z !s 0 ?: . z. W21- >' �: C) �m < C=) c=� A 0 < rz as >(O LO LO M F- M co Lf) =3 _ L0 U) M L0 U) (n (N 0 M CN 0 C) LO 00 LL .0 Q 0) L0 CD C14 < LO 04 r- E (0 71- CY) 0 W r_ T— z E 10 C 2 C1. E 0 0 0 _j < JOB NO 22-12366 SCALE AS NOTED SHEET NO. D1