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E5 Uj M C) CD 04 _W 0 7L - 9 Cli C/) - 2 0 5�_ a CL E FT E 0 �5 9 0 0 3 v C'4 Ln 0 c14 C. C14 LO 4 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER CONV. FRAMED RIDGE w/ MIN. (4) 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES 8, 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. CB_- 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. DB--<� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS EACH DIRECTION TYP. U.N.O. 2X4 STUDS & PLATES AT 2'-0" O.C. - EACH SIDE w/ (3) 12d NAILS 2x8 BLOCKING NAILED @ WHEN REQUIRED W/ (2) SIMPSON HTS20 W1 (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'41 O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 4" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH ---- I EXCEEDS 30" GRADE i — I . — S 1'4' PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS 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 W/ (10) 8d NAILS AT 48" O�C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2? v LU 4" z < = I - -, -'T PORCH SLAB SEE C14 a- . FOUNDATION PLAN % aj UJI _1z L.0 W (2) #5's CONT. T&B _FA�_ W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH EXCEEDS 30" -LOWER OR !1k GARAGE SLAB SEE PLAN �To W N (-1-7 LARGE STEP DO SCALE: N.T.S. SCALE: N.T.S 3 2X4 STUDS W/ SIMPSON AT BASE SEE J/S6 FOR SP1 W/ (10) 1 Od NAILS MORE INFO. SEE ROOF SHEATHING PLAN 2X4 BLOCKING CKING BETWEEN TRUSSES SECT. A -A AN SHI PROVIDE 2X4 MIN. BLOCKING AT OF HIPIRIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION P LAN -EXTEND SLAB 1 1/2" (2) #5's CONT. T&B wl 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 EXCEEDS 30" FOUNDATION PLAN ! ; - -, L V-411 A ENTRY PORCH SILL SCALE: N.T.S. WOOD OR MASONRY ABOVE FOR COLUMN INFO WOOD OR MASONRY MASONRY PIER SEE FLOOR PLAN —1 1� I z 0 LU U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID ASONRY AB VE MAS NRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN 17 L! INFO EE WALL MAX 3 OP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED "A' MAX 3 SOLID. SEE ELEV. I I /- COURSE FOR BASE SIZE (3) #5's EA. WAY % X, .- 18" AkSLAB PORCH SLAB SEE FOUNDATION PLAN �-IFLEVEL (2) #5's CONT T&B W/ 7 . SEE CUT CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" 11-41' TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEP SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE r2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. i >< M 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22"'� SCALE: N.T.S. �IMPSON HUC410 wl (14) 6d INTO HEADER & (6) — Od INTO BEAM - SEE �OOF PLAN FOR MORE '4FO TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE To BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND LOCKFACE EXTEND SLAB 1 1/2" iSEE PLAN I, I FOR CANT.1 SEE FLOOR PLAN FOR COLUMN SIZE& BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. I-L I 1 SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C O� S E COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR - 9 TOP OF EAM 1q__1 '�: SEE PLAN FOR CANT. IF ___v_ INDICATED 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 'N� BM SPLICE OVER q CENTER OF POST ffol lei WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ �Z:ZT "-F ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od IF 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. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF2 PLYTRUSS _j SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d AND JIS6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) ECTION AT LOW ROOF 9 S SCALE: 1/2" 1 0" r9 Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 16M COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. — ---------- ]JR _USS/ To P WAL '--,WSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2"� ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS V % , SEE PLAN FOR OPT. X I _. 4 A I . .4 A* STAIR INFO. IF 4� . C ONCRETE STAIRS FORMED & POURED A 4 4. MAIN HOUS E W/ (1) #5 EACH STEP 4.. SLAB 4� (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4 A 4'41 WHEN DEPTH A - 4� 1 4 EXCEEDS 30" A. -ADAfl-r GARAGE OR A LOWER SLAB 1104 SEE PLAN 1'4" SECTION GARAGE MONO(21 SCALE: N.T.S. CV131 C%j C= C%-j tE =r- C_�s M Pv E 5 !;bgo C", -0 , , ";� V-b 'Awl To the best of the Engineers knowledge, information and belief the structural plans and specifications contained within these drawings comply with the 2020 Horde 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 E 4 '03 q 5 IS I 0 :3 LO ca U) '�'- rc 4f� LU LL CL g., z M r- 0) co i = C? CR 0 Y) 3: W c�' . M Lu V1% z L') Z, LL 5 N W 0 og", 00 < L) z 0 U) 11101'r W El I-] < < c,, U _LU 0 Ch V) U) E M 0 0 ca i-4 M 9 cll� z z L cd- E 14 co 0 <' 00 0 W zE I � CIO ��. 0 � '0 0� z .S I 'z W 8 141 0 �5 z 0 :50 WME 8- 3: Im M 'M �S Z� < I Ft 0 1� 0 '0 3': C:) E2 . _j 0 6 0) 2 cu 0 191- 1-- r 07 co 0 _.. U) 0 �: M LO 4_j n CD r* co N C) -0 LO C:) LO <co LO E T_ co E �i LO 6 M z D E T_ cc E 0 '6 -0 M 0 0) _j JOB NO: 23-06112 SCALE: AS NOTED SHEET NO. D1 (MONO)