|
I
<br />I
<br />I
<br />I
<br />I
<br />— — — — — — — — — — — — — —
<br />C_ ROSS BRACING DETAIL (TYP.) 1
<br />SCALE: N.T.S.
<br />TRUSS NOTES:
<br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE
<br />YBE NAILED
<br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY
<br />MIN. (4) 12d WHEN
<br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
<br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
<br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
<br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
<br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON A14Y PAIR OF TRUSSES &
<br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
<br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
<br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
<br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
<br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
<br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
<br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL_ DIAGONAL BRACES AT 20'-0"
<br />O.C. MAXIMUM.
<br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d
<br />NAILS AT EACH TRUSS INTERSECTION. CB
<br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
<br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
<br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB
<br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
<br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS
<br />.., �- ..,.. ` ter,.... � � � .....,., .. � •.,
<br />TYP. HAND FRAMING ABOVE TRUSS
<br />2X4 STUDS & PLATES AT 2'-0" O.C.
<br />EACH DIRECTION TYP. U.N.O.
<br />2x8 BLOCKING NAILED @
<br />- EACH SIDE w/ (3) 12d NAILS
<br />WHEN REQUIRED w/ (2)
<br />SIMPSON HTS20 w/ (24) 10d x
<br />1 1/2" NAILS EACH
<br />TB
<br />PRE-ENG. TRUSS
<br />2X4 DIAGONAL AT F-0" O.C. 2X4 BLOCKING
<br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP -
<br />MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP.
<br />DIRECTION TYP.
<br />TYP. WOOD TRUSS BLOCKING DETAIL
<br />SCALE: N.T.S.
<br />PORCH SLAB SEE
<br />FOUNDATION PLAN
<br />4e
<br />L�
<br />1-4"
<br />EXTEND
<br />SLAB 1 1/2"
<br />(2) #5's CONT. T&B w/
<br />#3 STIRRUPS AT 4'-0"
<br />WHEN DEPTH
<br />EXCEEDS 30"
<br />GRADE
<br />PORCH SILL K15
<br />SCALE: N.T.S.
<br />DIAGONAL -
<br />AT 8'-0"
<br />MAX
<br />TRUSS
<br />VERTICAL SCAB 2 x 6
<br />#2 SPF 48" O.C. W/ (4)
<br />10d TOP & BOTTOM
<br />OR SIMPSON H2.5A w/
<br />(10) 8d NAILS
<br />COLLAR TIE
<br />EVERY 3rd
<br />RAFTER
<br />2X4 SPF 2 (2) #7X 3-1/2"
<br />WOOD SCREW EACH
<br />TRUSS OR SIMPSON
<br />H2.5A w/ (10) 8d NAILS
<br />AT 48" O.C.
<br />BEVEL CUTS
<br />(OPTIONAL)
<br />2x8 #2 SPF RIDGE BEAM
<br />„ 2x6 RAFTERS FOR SPANS 4FT TO 8FT
<br />2X4 RAFTERS FOR SPANS LESS THAN
<br />4FT @ 2'-0"O.C. MAX. w/ (3) 10d
<br />COMMON TOENAILS TO BEAM
<br />2X4 CONT. AT-j CONC. MASONRY
<br />T & B CHORD STEEL OR WOOD
<br />BEARING SUPPORT
<br />A -A ALTERNATE BLOCKING
<br />DETAIL @ INTERIOR BEARING
<br />PROVIDE BLOCKING AT ALL TRUSS BEARING
<br />SUPPORT WHERE TRUSS DEPTH EXCEEDS
<br />STANDARD HEEL HEIGHT
<br />SEE FLOOR PLAN
<br />FOR BRG. OR
<br />NON-BRG. WALL
<br />2°
<br />4"
<br />PORCH SLAB SEE
<br />FOUNDATION PLAN
<br />SEE PLAN FOR
<br />REQ'D STAIR INFO.
<br />IF CONCRETE STAIRS
<br />FORMED & POURED
<br />W/ (1) #5 EACH STEP
<br />(2) #5's CONT. T&B � w
<br />W/ #3 STIRRUPS AT C-4 z
<br />4'-0" WHEN DEPTH
<br />EXCEEDS 30" LOWER OR
<br />GARAGE SLAB
<br />V-4" SEE PLAN
<br />LARGE STEP DOWN 17
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />2X4 STUDS w/ SIMPSON
<br />SP1 w/ (10) 10d NAILS
<br />AT BASE SEE J/S6 FOR
<br />MORE INFO.
<br />I
<br />i
<br />SEE ROOF
<br />PLAN SHEATHING
<br />2X4 BLOCKING
<br />BETWEEN TRUSSES
<br />SECT. A -A
<br />G.T. -1--=
<br />ADD 2X4 ALONGSIDE
<br />TOP CHORD WHEN REQ'D
<br />TO PREVENT PLYWOOD
<br />SPAN FROM EXCEEDING
<br />MAX 24" SPAN (EITHER
<br />SIDE OR BOTH IF REQ'D)
<br />PROVIDE 2X4 MIN. BLOCKING AT
<br />Qk OF HIP/RIDGE, TYP.BETWEEN
<br />TRUSSES W/ (2) 12D NAILS EACH
<br />END TO TRUSS TOP CHORD
<br />TYP.
<br />�A TRUSS
<br />(2) 12D NAILS
<br />AT 12" O.C. MAX
<br />HIP/RIDGE BLOCKING DETAIL
<br />SCALE: N.T.S.
<br />z
<br />0
<br />Q
<br />w
<br />J
<br />w
<br />w
<br />w
<br />U)
<br />HIP
<br />G.T
<br />WOOD POST. SEE FLR
<br />PLAN FOR SIZE & BASE
<br />CONNECTION SEE
<br />PLAN
<br />EXTEND
<br />SLAB 1 1/2"
<br />(2) #5's CONT. T&B w/
<br />4"
<br />7 #3 STIRRUPS AT 4'-0"
<br />PORCH SLAB SEE WHEN DEPTH
<br />FOUNDATION PLAN - EXCEEDS 30"
<br />cC RA E
<br />Ir
<br />V-4"
<br />2 ENTRY PORCH SILL �14
<br />SCALE: N.T.S.
<br />WOOD OR MASONRY ABOVE
<br />MASONRY PIER SEE FLOOR PLAN
<br />FOR COLUMN INFO WOOD OR MASONRY
<br />INTEGRATE M
<br />KNEEWALL IN
<br />MAIN HOUSE
<br />REQUIRED
<br />I I MASONRY KN
<br />COURSES w/
<br />W/ (1) #5 CON
<br />T
<br />ASONRY ABOVE MASONRY
<br />TO CMU BASE OR PIER SEE FLOOR
<br />PER ELEVATION IF PLAN FOR COLUMN
<br />INFO
<br />EE WALL MAX 3
<br />TOP K.O. COURSE CMU BASE W/ (1) #5-
<br />. FILLED CELL VERTICAL EACH
<br />SPAN MAX 6'-8" CORNER FILLED
<br />MAX 3 SOLID. SEE ELEV.
<br />COURSE FOR BASE SIZE
<br />(3) #5's EA. WAY
<br />T
<br />8"
<br />SLABPORCH SLABSAk
<br />LEVEL FOUNDATION PLA
<br />TOP COURSE TO
<br />BE CHAIR BLOCKS.
<br />ENTIRE BASE TO
<br />BE FILLED SOLID
<br />SEE ELEV. FOR
<br />BLK HGT.
<br />#5 REBAR CONT
<br />@ SLAB LEVEL
<br />EXTEND SLAB
<br />1 1/2" BEYOND
<br />BLOCK FACE
<br />EXTEND
<br />SLAB 1 1/2"
<br />(2) #5's CONT T&B w/ z
<br />CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'4' T
<br />MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH
<br />ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"
<br />V-4"
<br />TO DRAIN WATER
<br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN
<br />ENTRY PORCH SILL r,6
<br />SCALE: N.T.S.
<br />SIMPSON LSTA18 _
<br />W/ (12) 10d NAILS SIMPSON HUC410 w/ (14)
<br />CENTERED AT 16d INTO HEADER & (6)
<br />SPLIT TO TIE 10d INTO BEAM - SEE
<br />BEAMS TOGETHER I ROOF PLAN FOR MORE
<br />INFO
<br />SEE PLAN
<br />FOR CANT.
<br />SEE FLOOR PLAN FOR
<br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE
<br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN
<br />FOR COLUMN SIZE INDICATED ON BM.
<br />& ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN
<br />REQ'D ONLY WHEN COLUMN SIZE & BASE
<br />DULON OPTION B INDICATED
<br />M CONNECTION INFO
<br />OPTION A SC EE/PLANOPTION C
<br />EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT
<br />ATTACHED PER SEE ROOF PLAN
<br />NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S.
<br />CONNECTION INFO.
<br />2X4 BASE PLATE W/
<br />SIMPSON LSTA30 w/
<br />(22) 10d NAILS OR
<br />SIMPSON MTS12 w/
<br />(14) 10d x 1 1/2" NAILS
<br />TO FLOOR GIRDER
<br />BELOW @ 16" O.C.
<br />>< -
<br />16" FLOOR SYSTEM FLOOR GIRDER
<br />SEE PLAN FOR SEE PLAN FOR
<br />DIRECTION CONNECTION
<br />SECTION @ FLOOR
<br />CONNECTION 22
<br />SCALE: N.T.S.
<br />SIMPSON (2) HTS20 w/ (14)
<br />10d NAILS TYP. U.N.O.
<br />SEE FLOOR PLAN FOR —
<br />COLUMN SIZE &
<br />ADDITIONAL INFO.
<br />(WOOD COLUMN SHOWN)
<br />A A
<br />SEE PLAN FOR
<br />TOP O7
<br />J
<br />SEE PLAN FOR
<br />CANT. IF
<br />INDICATED
<br />CORNER L�SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />5"
<br />-X
<br />COMMON BM. ATTACHMENT
<br />SCALE: N.T.S.
<br />SIMPSON (2)
<br />HTS20 w/ (14)
<br />10d NAILS
<br />TYP. U.N.O.
<br />CE
<br />MIDDLE
<br />BM. SPLICE OVER
<br />CENTER OF POST
<br />WOOD WALL
<br />OR TRUSS.
<br />SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />xk VARIES W/
<br />ROOF SLOPE
<br />11
<br />2X4 CONT. W/ (2)
<br />16d COMMONS
<br />NAILS EACH
<br />STUD TYP. T&B
<br />TRUSS OR
<br />ROOF SYSTEM
<br />SHEAR TRANSFER
<br />EXTERIOR. WALL K7
<br />SCALE: N.T.S.
<br />2X4 #2 SYP NAILER. NA
<br />TO STUDS w/ (3) 16d @
<br />EACH STUD - TOENAIL
<br />EACH TRUSS TO
<br />NAILER w/ (3) 10d
<br />IF 2x DOUBLE LEDGER,
<br />ATTACH FIRST PLY
<br />W/ (4) 16d NAILS TO EA.
<br />END OF TRUSS THEN
<br />ATTACH SECOND PLY w/
<br />(3) ROWS OF 16d NAILS
<br />AT 24" O.C.
<br />ROOF AND EXTERIOR SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE 2ND FLOOR WALL SECTION
<br />FOR ADDITIONAL INFORMATION
<br />VERIFY FLOOR JOIST W/ RIM
<br />BOARD OR FLOOR GABLE W/
<br />FRAMING PLAN
<br />SIMPSON LUS26 w/ (8) 10d •
<br />NAILS OR IF 2 PLY TRUSS__j Z SEE FLOOR FRAMING PLAN
<br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO.
<br />NAILS TO LEDGER VERIFY WITH PLAN FOR
<br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
<br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
<br />INTO END OF EACH FLOOR BLOCKING INFO)
<br />TRUSS, 24" O.C. MAX. (AT EACH
<br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
<br />EACH SIDE) (TYPICAL)
<br />SECTION AT LOW ROOF 9
<br />SCALE: 1/2" = V-0"
<br />COMMON TRUSS
<br />W/ INTERIOR BRG.
<br />SEE PLAN FOR
<br />CONNECTIONS
<br />INFO.
<br />•� `- -- I KU55/
<br />_V Jq_0P WALL
<br />EE PLAN
<br />XF CDX PLYWOOD OR 3/6' O.S.B. MIN. (2) 2x8 #2 SYP
<br />SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR
<br />OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS
<br />ABOVE W/ 8d NAILS @ 4" O.C. IN
<br />FIELD, EDGES & BOUNDARIES
<br />2X4 #2 SPF STUDS @
<br />l 12" O.C. W/ USP SPT22
<br />@ BASE & S PT24 @
<br />TOP
<br />2X4 #2 SYP P.T. PLATE W/
<br />EPDXY ANCHOR OR
<br />2, J-BOLT OR X" TITEN HD
<br />ANCHOR @ 24" O.C. W/
<br />SEE PLAN MAX. MIN. 6" EMBEDMENT
<br />24" STEPS - -
<br />s•
<br />SEE PLAN FOR OPT. ° ° A °
<br />STAIR INFO. IF
<br />CONCRETE STAIRS °
<br />FORMED & POURED °
<br />° SLAB
<br />MAIN HOUSE
<br />a e .
<br />°
<br />W/ (1) #5 EACH STEP ;.
<br />(2) #5's CONT. T&B
<br />4 wl #3 STIRRUPS AT
<br />e
<br />a 4'-0" WHEN DEPTH
<br />° ° a, a 4 e A. . EXCEEDS 30"
<br />GARAGE OR04
<br />LOWER SLAB T a .a.. g
<br />SEE PLAN -- °
<br />1-4"
<br />SECTION @ GARAGE MONO 21
<br />SCALE: N.T.S.
<br />N
<br />N
<br />I\ Q
<br />a
<br />�:e
<br />coW
<br />j a� CM
<br />H qu N
<br />n, o
<br />Ca d�cc
<br />N
<br />3 a, Y
<br />dam
<br />.� E �
<br />nU o .a a
<br />Ix-t.r _ <t
<br />3 cc
<br />. Cu, Cu, .e;
<br />o
<br />H ca
<br />�o
<br />ri u
<br />0
<br />s F U Off' .'
<br />S S 1,0
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to
<br />W �tF
<br />co 8
<br />ci N r N
<br />0 wo °°
<br />0 ���
<br />0
<br />C J LL w
<br />J u_ a-
<br />Z cc
<br />�� o
<br />0
<br />W co�pjO7 m w
<br />d �
<br />ZN OU x
<br />W ❑ ❑
<br />IL
<br />Z N cc
<br />0
<br />z $
<br />z o
<br />a v
<br />J
<br />N
<br />N(D
<br />z
<br />v 0o
<br />a--+ N
<br />(a w W j�
<br />OLU s
<br />(n Ly N
<br />'LURU z®
<br />S
<br />t 8
<br />U tea' � •
<br />Go
<br />o
<br />w
<br />Z
<br />J
<br />U E zo >�
<br />Ei tz ao
<br />oLL Z®
<br />0
<br />E U �� oa
<br />9 �o �o
<br />z-23E <�
<br />Z W Z
<br />a3 8 X
<br />5 ao mf
<br />C a om
<br />za�i 0o >z
<br />m J ab fZ
<br />03 of ao
<br />W C> LL �w
<br />�0 rk
<br />J <w
<br />o <� ;o
<br />a
<br />a, 0. 3
<br />`O i
<br />0
<br />N
<br />co
<br />O
<br />�o
<br />i T
<br />U) L0
<br />T
<br />� a
<br />A �Cr^ Y ^
<br />CN
<br />ii � / m L /
<br />ch d)
<br />N LO
<br />O
<br />N Q LO N T
<br />cfl LO
<br />m 2_+ M \ a
<br />N N Z
<br />z E
<br />8
<br />d U J Q 0
<br />JOB NO: 23-06123
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />D 1
<br />(MONO)
<br />(3) #5's EA. WAY
<br />T
<br />8"
<br />SLABPORCH SLABSAk
<br />LEVEL FOUNDATION PLA
<br />TOP COURSE TO
<br />BE CHAIR BLOCKS.
<br />ENTIRE BASE TO
<br />BE FILLED SOLID
<br />SEE ELEV. FOR
<br />BLK HGT.
<br />#5 REBAR CONT
<br />@ SLAB LEVEL
<br />EXTEND SLAB
<br />1 1/2" BEYOND
<br />BLOCK FACE
<br />EXTEND
<br />SLAB 1 1/2"
<br />(2) #5's CONT T&B w/ z
<br />CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'4' T
<br />MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH
<br />ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"
<br />V-4"
<br />TO DRAIN WATER
<br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN
<br />ENTRY PORCH SILL r,6
<br />SCALE: N.T.S.
<br />SIMPSON LSTA18 _
<br />W/ (12) 10d NAILS SIMPSON HUC410 w/ (14)
<br />CENTERED AT 16d INTO HEADER & (6)
<br />SPLIT TO TIE 10d INTO BEAM - SEE
<br />BEAMS TOGETHER I ROOF PLAN FOR MORE
<br />INFO
<br />SEE PLAN
<br />FOR CANT.
<br />SEE FLOOR PLAN FOR
<br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE
<br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN
<br />FOR COLUMN SIZE INDICATED ON BM.
<br />& ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN
<br />REQ'D ONLY WHEN COLUMN SIZE & BASE
<br />DULON OPTION B INDICATED
<br />M CONNECTION INFO
<br />OPTION A SC EE/PLANOPTION C
<br />EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT
<br />ATTACHED PER SEE ROOF PLAN
<br />NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S.
<br />CONNECTION INFO.
<br />2X4 BASE PLATE W/
<br />SIMPSON LSTA30 w/
<br />(22) 10d NAILS OR
<br />SIMPSON MTS12 w/
<br />(14) 10d x 1 1/2" NAILS
<br />TO FLOOR GIRDER
<br />BELOW @ 16" O.C.
<br />>< -
<br />16" FLOOR SYSTEM FLOOR GIRDER
<br />SEE PLAN FOR SEE PLAN FOR
<br />DIRECTION CONNECTION
<br />SECTION @ FLOOR
<br />CONNECTION 22
<br />SCALE: N.T.S.
<br />SIMPSON (2) HTS20 w/ (14)
<br />10d NAILS TYP. U.N.O.
<br />SEE FLOOR PLAN FOR —
<br />COLUMN SIZE &
<br />ADDITIONAL INFO.
<br />(WOOD COLUMN SHOWN)
<br />A A
<br />SEE PLAN FOR
<br />TOP O7
<br />J
<br />SEE PLAN FOR
<br />CANT. IF
<br />INDICATED
<br />CORNER L�SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />5"
<br />-X
<br />COMMON BM. ATTACHMENT
<br />SCALE: N.T.S.
<br />SIMPSON (2)
<br />HTS20 w/ (14)
<br />10d NAILS
<br />TYP. U.N.O.
<br />CE
<br />MIDDLE
<br />BM. SPLICE OVER
<br />CENTER OF POST
<br />WOOD WALL
<br />OR TRUSS.
<br />SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />xk VARIES W/
<br />ROOF SLOPE
<br />11
<br />2X4 CONT. W/ (2)
<br />16d COMMONS
<br />NAILS EACH
<br />STUD TYP. T&B
<br />TRUSS OR
<br />ROOF SYSTEM
<br />SHEAR TRANSFER
<br />EXTERIOR. WALL K7
<br />SCALE: N.T.S.
<br />2X4 #2 SYP NAILER. NA
<br />TO STUDS w/ (3) 16d @
<br />EACH STUD - TOENAIL
<br />EACH TRUSS TO
<br />NAILER w/ (3) 10d
<br />IF 2x DOUBLE LEDGER,
<br />ATTACH FIRST PLY
<br />W/ (4) 16d NAILS TO EA.
<br />END OF TRUSS THEN
<br />ATTACH SECOND PLY w/
<br />(3) ROWS OF 16d NAILS
<br />AT 24" O.C.
<br />ROOF AND EXTERIOR SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE 2ND FLOOR WALL SECTION
<br />FOR ADDITIONAL INFORMATION
<br />VERIFY FLOOR JOIST W/ RIM
<br />BOARD OR FLOOR GABLE W/
<br />FRAMING PLAN
<br />SIMPSON LUS26 w/ (8) 10d •
<br />NAILS OR IF 2 PLY TRUSS__j Z SEE FLOOR FRAMING PLAN
<br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO.
<br />NAILS TO LEDGER VERIFY WITH PLAN FOR
<br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
<br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
<br />INTO END OF EACH FLOOR BLOCKING INFO)
<br />TRUSS, 24" O.C. MAX. (AT EACH
<br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
<br />EACH SIDE) (TYPICAL)
<br />SECTION AT LOW ROOF 9
<br />SCALE: 1/2" = V-0"
<br />COMMON TRUSS
<br />W/ INTERIOR BRG.
<br />SEE PLAN FOR
<br />CONNECTIONS
<br />INFO.
<br />•� `- -- I KU55/
<br />_V Jq_0P WALL
<br />EE PLAN
<br />XF CDX PLYWOOD OR 3/6' O.S.B. MIN. (2) 2x8 #2 SYP
<br />SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR
<br />OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS
<br />ABOVE W/ 8d NAILS @ 4" O.C. IN
<br />FIELD, EDGES & BOUNDARIES
<br />2X4 #2 SPF STUDS @
<br />l 12" O.C. W/ USP SPT22
<br />@ BASE & S PT24 @
<br />TOP
<br />2X4 #2 SYP P.T. PLATE W/
<br />EPDXY ANCHOR OR
<br />2, J-BOLT OR X" TITEN HD
<br />ANCHOR @ 24" O.C. W/
<br />SEE PLAN MAX. MIN. 6" EMBEDMENT
<br />24" STEPS - -
<br />s•
<br />SEE PLAN FOR OPT. ° ° A °
<br />STAIR INFO. IF
<br />CONCRETE STAIRS °
<br />FORMED & POURED °
<br />° SLAB
<br />MAIN HOUSE
<br />a e .
<br />°
<br />W/ (1) #5 EACH STEP ;.
<br />(2) #5's CONT. T&B
<br />4 wl #3 STIRRUPS AT
<br />e
<br />a 4'-0" WHEN DEPTH
<br />° ° a, a 4 e A. . EXCEEDS 30"
<br />GARAGE OR04
<br />LOWER SLAB T a .a.. g
<br />SEE PLAN -- °
<br />1-4"
<br />SECTION @ GARAGE MONO 21
<br />SCALE: N.T.S.
<br />N
<br />N
<br />I\ Q
<br />a
<br />�:e
<br />coW
<br />j a� CM
<br />H qu N
<br />n, o
<br />Ca d�cc
<br />N
<br />3 a, Y
<br />dam
<br />.� E �
<br />nU o .a a
<br />Ix-t.r _ <t
<br />3 cc
<br />. Cu, Cu, .e;
<br />o
<br />H ca
<br />�o
<br />ri u
<br />0
<br />s F U Off' .'
<br />S S 1,0
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to
<br />W �tF
<br />co 8
<br />ci N r N
<br />0 wo °°
<br />0 ���
<br />0
<br />C J LL w
<br />J u_ a-
<br />Z cc
<br />�� o
<br />0
<br />W co�pjO7 m w
<br />d �
<br />ZN OU x
<br />W ❑ ❑
<br />IL
<br />Z N cc
<br />0
<br />z $
<br />z o
<br />a v
<br />J
<br />N
<br />N(D
<br />z
<br />v 0o
<br />a--+ N
<br />(a w W j�
<br />OLU s
<br />(n Ly N
<br />'LURU z®
<br />S
<br />t 8
<br />U tea' � •
<br />Go
<br />o
<br />w
<br />Z
<br />J
<br />U E zo >�
<br />Ei tz ao
<br />oLL Z®
<br />0
<br />E U �� oa
<br />9 �o �o
<br />z-23E <�
<br />Z W Z
<br />a3 8 X
<br />5 ao mf
<br />C a om
<br />za�i 0o >z
<br />m J ab fZ
<br />03 of ao
<br />W C> LL �w
<br />�0 rk
<br />J <w
<br />o <� ;o
<br />a
<br />a, 0. 3
<br />`O i
<br />0
<br />N
<br />co
<br />O
<br />�o
<br />i T
<br />U) L0
<br />T
<br />� a
<br />A �Cr^ Y ^
<br />CN
<br />ii � / m L /
<br />ch d)
<br />N LO
<br />O
<br />N Q LO N T
<br />cfl LO
<br />m 2_+ M \ a
<br />N N Z
<br />z E
<br />8
<br />d U J Q 0
<br />JOB NO: 23-06123
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />D 1
<br />(MONO)
<br />SEE PLAN
<br />FOR CANT.
<br />SEE FLOOR PLAN FOR
<br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE
<br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN
<br />FOR COLUMN SIZE INDICATED ON BM.
<br />& ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN
<br />REQ'D ONLY WHEN COLUMN SIZE & BASE
<br />DULON OPTION B INDICATED
<br />M CONNECTION INFO
<br />OPTION A SC EE/PLANOPTION C
<br />EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT
<br />ATTACHED PER SEE ROOF PLAN
<br />NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S.
<br />CONNECTION INFO.
<br />2X4 BASE PLATE W/
<br />SIMPSON LSTA30 w/
<br />(22) 10d NAILS OR
<br />SIMPSON MTS12 w/
<br />(14) 10d x 1 1/2" NAILS
<br />TO FLOOR GIRDER
<br />BELOW @ 16" O.C.
<br />>< -
<br />16" FLOOR SYSTEM FLOOR GIRDER
<br />SEE PLAN FOR SEE PLAN FOR
<br />DIRECTION CONNECTION
<br />SECTION @ FLOOR
<br />CONNECTION 22
<br />SCALE: N.T.S.
<br />SIMPSON (2) HTS20 w/ (14)
<br />10d NAILS TYP. U.N.O.
<br />SEE FLOOR PLAN FOR —
<br />COLUMN SIZE &
<br />ADDITIONAL INFO.
<br />(WOOD COLUMN SHOWN)
<br />A A
<br />SEE PLAN FOR
<br />TOP O7
<br />J
<br />SEE PLAN FOR
<br />CANT. IF
<br />INDICATED
<br />CORNER L�SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />5"
<br />-X
<br />COMMON BM. ATTACHMENT
<br />SCALE: N.T.S.
<br />SIMPSON (2)
<br />HTS20 w/ (14)
<br />10d NAILS
<br />TYP. U.N.O.
<br />CE
<br />MIDDLE
<br />BM. SPLICE OVER
<br />CENTER OF POST
<br />WOOD WALL
<br />OR TRUSS.
<br />SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />xk VARIES W/
<br />ROOF SLOPE
<br />11
<br />2X4 CONT. W/ (2)
<br />16d COMMONS
<br />NAILS EACH
<br />STUD TYP. T&B
<br />TRUSS OR
<br />ROOF SYSTEM
<br />SHEAR TRANSFER
<br />EXTERIOR. WALL K7
<br />SCALE: N.T.S.
<br />2X4 #2 SYP NAILER. NA
<br />TO STUDS w/ (3) 16d @
<br />EACH STUD - TOENAIL
<br />EACH TRUSS TO
<br />NAILER w/ (3) 10d
<br />IF 2x DOUBLE LEDGER,
<br />ATTACH FIRST PLY
<br />W/ (4) 16d NAILS TO EA.
<br />END OF TRUSS THEN
<br />ATTACH SECOND PLY w/
<br />(3) ROWS OF 16d NAILS
<br />AT 24" O.C.
<br />ROOF AND EXTERIOR SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE 2ND FLOOR WALL SECTION
<br />FOR ADDITIONAL INFORMATION
<br />VERIFY FLOOR JOIST W/ RIM
<br />BOARD OR FLOOR GABLE W/
<br />FRAMING PLAN
<br />SIMPSON LUS26 w/ (8) 10d •
<br />NAILS OR IF 2 PLY TRUSS__j Z SEE FLOOR FRAMING PLAN
<br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO.
<br />NAILS TO LEDGER VERIFY WITH PLAN FOR
<br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
<br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
<br />INTO END OF EACH FLOOR BLOCKING INFO)
<br />TRUSS, 24" O.C. MAX. (AT EACH
<br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
<br />EACH SIDE) (TYPICAL)
<br />SECTION AT LOW ROOF 9
<br />SCALE: 1/2" = V-0"
<br />COMMON TRUSS
<br />W/ INTERIOR BRG.
<br />SEE PLAN FOR
<br />CONNECTIONS
<br />INFO.
<br />•� `- -- I KU55/
<br />_V Jq_0P WALL
<br />EE PLAN
<br />XF CDX PLYWOOD OR 3/6' O.S.B. MIN. (2) 2x8 #2 SYP
<br />SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR
<br />OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS
<br />ABOVE W/ 8d NAILS @ 4" O.C. IN
<br />FIELD, EDGES & BOUNDARIES
<br />2X4 #2 SPF STUDS @
<br />l 12" O.C. W/ USP SPT22
<br />@ BASE & S PT24 @
<br />TOP
<br />2X4 #2 SYP P.T. PLATE W/
<br />EPDXY ANCHOR OR
<br />2, J-BOLT OR X" TITEN HD
<br />ANCHOR @ 24" O.C. W/
<br />SEE PLAN MAX. MIN. 6" EMBEDMENT
<br />24" STEPS - -
<br />s•
<br />SEE PLAN FOR OPT. ° ° A °
<br />STAIR INFO. IF
<br />CONCRETE STAIRS °
<br />FORMED & POURED °
<br />° SLAB
<br />MAIN HOUSE
<br />a e .
<br />°
<br />W/ (1) #5 EACH STEP ;.
<br />(2) #5's CONT. T&B
<br />4 wl #3 STIRRUPS AT
<br />e
<br />a 4'-0" WHEN DEPTH
<br />° ° a, a 4 e A. . EXCEEDS 30"
<br />GARAGE OR04
<br />LOWER SLAB T a .a.. g
<br />SEE PLAN -- °
<br />1-4"
<br />SECTION @ GARAGE MONO 21
<br />SCALE: N.T.S.
<br />N
<br />N
<br />I\ Q
<br />a
<br />�:e
<br />coW
<br />j a� CM
<br />H qu N
<br />n, o
<br />Ca d�cc
<br />N
<br />3 a, Y
<br />dam
<br />.� E �
<br />nU o .a a
<br />Ix-t.r _ <t
<br />3 cc
<br />. Cu, Cu, .e;
<br />o
<br />H ca
<br />�o
<br />ri u
<br />0
<br />s F U Off' .'
<br />S S 1,0
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to
<br />W �tF
<br />co 8
<br />ci N r N
<br />0 wo °°
<br />0 ���
<br />0
<br />C J LL w
<br />J u_ a-
<br />Z cc
<br />�� o
<br />0
<br />W co�pjO7 m w
<br />d �
<br />ZN OU x
<br />W ❑ ❑
<br />IL
<br />Z N cc
<br />0
<br />z $
<br />z o
<br />a v
<br />J
<br />N
<br />N(D
<br />z
<br />v 0o
<br />a--+ N
<br />(a w W j�
<br />OLU s
<br />(n Ly N
<br />'LURU z®
<br />S
<br />t 8
<br />U tea' � •
<br />Go
<br />o
<br />w
<br />Z
<br />J
<br />U E zo >�
<br />Ei tz ao
<br />oLL Z®
<br />0
<br />E U �� oa
<br />9 �o �o
<br />z-23E <�
<br />Z W Z
<br />a3 8 X
<br />5 ao mf
<br />C a om
<br />za�i 0o >z
<br />m J ab fZ
<br />03 of ao
<br />W C> LL �w
<br />�0 rk
<br />J <w
<br />o <� ;o
<br />a
<br />a, 0. 3
<br />`O i
<br />0
<br />N
<br />co
<br />O
<br />�o
<br />i T
<br />U) L0
<br />T
<br />� a
<br />A �Cr^ Y ^
<br />CN
<br />ii � / m L /
<br />ch d)
<br />N LO
<br />O
<br />N Q LO N T
<br />cfl LO
<br />m 2_+ M \ a
<br />N N Z
<br />z E
<br />8
<br />d U J Q 0
<br />JOB NO: 23-06123
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />D 1
<br />(MONO)
<br />
|