Fallstone Way - Abbot Square 40 - Laserfiche WebLink

Browse Search

, CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER PUSSES 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 PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND - -_— -af--= -= SLAB 1 1/2" <a (2) #5's CONT. T&B w/ _TE17t #3 STIRRUPS AT 4'-0"WHEN DE T P H PORCH SLAB SEE „ FOUNDATION PLAN EXCEEDS 30 - GRADE 04 1 I A 1, ENTRY PORCH SILL 2L 14 SCALE: N.T.S. TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS WOOD OR MASONRY ABOVE CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. I I MASONRY PIER SEE FLOOR PLAN 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4)12d WHEN #2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM ( ( KNEEWALL INTO CMU BASE OR PIER SEE FLOOR PLAN FOR COLUMN COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF INFO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD HTS20 w/ (24) 10d x (10) 8d NAILS _ REQUIRED SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" N I 1 1/2" NAILS EACH ' MASONRY KNEE WALL MAX 3 - SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED w/ (1) #5 CONT. FILLED CELL VERTICAL EACH ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd z p 3 SOLID. SEE ELEV. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER Q gkMAX COURSE FOR BASE SIZE LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING _ _ _ _ _ _ _ _ _ SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 2x4 SPF 2 (2) #7X 3-1/2" W 1 j T 1 r — ' — (3) #5's EA. WAY 1 1 O.C. MAXIMUM. WOOD SCREW EACH w 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w! 3 ) 12d ( TRUSS OR SIMPSON w NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS ----- '�- �= 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB - - a14 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 1 =1 8 :: a 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS PORCH SLAB SEE DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) SLAB LEVEL FOUNDATION PLAN ° 2X4 BLOCKING 2X4 DIAGONAL AT 8 -0 O.C. " BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP a SEE CUT 2 #5's CONT. T&B� w/ () _ - _ I ° <� a ` - I � z MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL SECTIN R #3 STIRRUPS AT 4 -0 DIRECTION TYP. A MIN 3" x 3" WEEP HOLE MOREONFO WHEN DEPTH :�iALONG w/ PITCHING SLAB EXCEEDS 30" 1 14„ DIAGONAL 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER AT MAX 0 T/RUS3 •jC 2x6 RAFTERS FOR SPANS 4FTT0 8FT KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d /Or COMMON TOENAILS TO BEAM ENTRY PORCH SILLrj_6_� 2X4 CONT. ATWBEARINGSUPPORT CONC. MASONRY SCALE: N.T.S. T & B CHORDSTEEL OR WOOD 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 BLOCK FACE EXTEND SLAB 1 1/2" A -A ALTERNATE BLOCKING SIMPSONLSTA18 w/ (12) 10d NAILS CENTERED AT _ _ _ _ _ _ _ _ _ _ --------- SIMPSON HUC410 w/ (14) — I I SEE PLAN FOR CANT. SPLIT 16d INTO HEADER & (6) I DETAIL INTERIOR BEARING @ BEAMS TOGETHER TOGETHER I SEE ROOF O PLAN I ROOF PLAN FOR MORE I I I 3 I INFO WOOD TRUSS SCALE: N.T.S. I I I �—SEE FLOOR PLAN FOR I I I A I I COLUMN SIZE & BASE I I I I 7/16" OSB FLITCH PLATE PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN CONNECTION INFO I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE L--- — _ —J L-- I I J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION B CONNECTION INFO OPTION A INDICATED ON OPTION C SC EDULE/PLANM TIT/ ---EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" —a *----- *° (2) #5's CONT. T&B w/ 7 411 ° a #3 STIRRUPS AT 4'-0" -- WHEN DEPTH EXCEEDS 30" - GRADE - - z - N it � n I 1 -4 PORCH SILL 15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED 27 �W/ (1) #5 EACH STEP <H - - 4 Z U) N LAB SEE PORCH S — a FOUNDATION PLAN — w w z (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR Ilk GARAGE SLAB 1-4„ SEE PLAN AL LARGE STEP DOWN ,7 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__1 A SEE PLAN FOR TOE OF BIEAM IV I I I I SEE PLAN FOR CANT. IF INDICATED I CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. iv SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ogb VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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) 10d t NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 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 INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 = 1 -0 Y2' CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP v - •. n d z GARAGE OR LOWER SLAB SEE PLAN - SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. "PBEE PLAN — MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS — 2x4 #2 SPF STUDS @ 12" O.C. W/ LISP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I G " d MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 N L p 7 7 N Y v Q „ ji ze V; C. Uj IIIIs�� ,,��\i111Ui1iJJt •� ^= Q ' •N 5� �? FLOW �1NN �I�ESSION ///itJili0}}1} 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 Engineer's signature and seal. W Q Q O N NC J LL LLJ U) C" � a Y y he LL J LL ° S z 0 two O0 � N <O d' O J W ��cp ¢ a a Z Z N O N �,Nj 0 U z x¢ _j Go p W 000 0 R� Z M gN Z v Q— ;7 U) r ^ v - N M w �V O r.,., S Ln �N C y U CD �0 see o co M w z 7d o � ao �o goC, o�z® >o a vo ~ ��• _ oa Wo H o Z C:, C\t ITT a� Qoz w o &¢ M Wz ¢ a,$ Cl)C OY mo ZzC Z J ab �z 2 d $ z z a Wa wLL wW w � �0 0 a= 2O = > L6 qt ai m ` L CU lit T r �. ^ m O � Cfl � N O o Lid T Q N T ui E lit 04 y N c z z E o a v � ¢ o JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. D1