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<br />P
<br />0
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<br />LO
<br />Cr
<br />(41
<br />41
<br />:t"
<br />0
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<br />�2
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<br />C'4
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<br />z
<br />9
<br />(D
<br />Eff
<br />C`4
<br />(2) 2x6 OR (2) 2x8
<br />TOP PLATE SEE
<br />PLAN
<br />1/2" MINIMUM CEMENT FINISH
<br />(2) 2x HEADER TO SIT
<br />"
<br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3
<br />DIA. TEE
<br />SEE PLAN FOR HEADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION.
<br />X
<br />CONNECTION SCREW OFF CAP (3" DIA.)
<br />FOR CLEAN -OUT
<br />R
<br />__--2X DEAD WOOD @ MID
<br />PO I NT W/ (3) 12d
<br />MIN. EXTENSION FROM
<br />DOUBLE 2x TOP
<br />PLATE
<br />VENT OR 2ND FLOOR
<br />TYPICAL C.M.U. WALL
<br />3/4" FURRING STRIPS
<br />.1/2" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />@ 8" O.C. OR 4d
<br />DRYWALL NAILS
<br />7 5/8" 8" 7 5181, 8"
<br />v
<br />—SOLID AREAS ARE
<br />7 5/81, 8"
<br />TONEAILS SPACED STEEL AND GROUT
<br />EXTERIOR FACE OF BLOCK
<br />JR]
<br />EVENLY 11
<br />WALL IS 11/2" MAXIMUM INTERIOR I0 I
<br />10
<br />EXTENSION FROM EXTERIOR
<br />HEADER FLUSH TO OUTSIDE OPTION WALL
<br />—\ 11 1 E I
<br />FACE OF BLOCK WALL IS 2 j1/4" _j I I —
<br />1
<br />2x BLOCKING @ EACH END W/ 10d @
<br />4" O.C. FROM EACH HEADER FACE
<br />---TO BLOCKING
<br />---(2) 2x HEADER
<br />PER PLAN
<br />2x BOTTOM PLATE W/ (1) 1 Od @ 8"
<br />VARIE6
<br />O.C. TO EACH HEADER FACE
<br />2 x 6 (MIN.) FRAME
<br />WALL HEADER DETAIL
<br />SCALE: N.T.S.
<br />� �4
<br />12 SEE TYPICAL WALL SECTION
<br />(TYP) SEE ELEV. ,---.--_—PRE-ENGINEERED WOOD
<br />TRUSSES @ 24" O/C
<br />UPLIFT CONNECTOR
<br />(SEE SCHEDULE)
<br />DOUBLE 2X4 SPF. #2
<br />TOP PLATE
<br />2x S.P.F. STUDS @ 16" O.C.
<br />SINGLE 2x CONT. TOP
<br />PLATE W/ (2) 12d INTO
<br />TRUSS ABOVE
<br />2x CLOSURE WALL W1
<br />STUDS @ 16" O.C. W1
<br />SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B
<br />NAILS AT EACH STUD AS REQ'D
<br />2x BLOCKING @ MID
<br />POINT EVERY OTHER
<br />STUD W/ (3) 1 Od NAI
<br />CRICKET AS REQUIRED
<br />SINGLE 2x CONT. BASE
<br />PLATE W/ (2) 16d TO
<br />TRUSS BELOW
<br />1/2" EXTERIOR GRADE SHEATHING
<br />FASTENED TO TRUSSES WITH 8d COMMON
<br />WIRE NAILS @ 4" OIC BOUNDARIES 6" OIC
<br />SIMPSON SP1 W/ (10) 1 Od
<br />EDGES & 8" O/C FIELD 71 1
<br />44
<br />NAILS AT EACH STUD
<br />2x P.T, PLATE
<br />5/8" x 10" "J" BOLT @ 24" O/C MAX
<br />W/ 8" EMBEDMENT
<br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
<br />AND FILLED SOLID WIGROUT
<br />1 #5 VERT. IN CONC. FILLED CELL W/
<br />90A
<br />STD. HOOK IN K.O. BLOCK
<br />KNE
<br />E WALL ABOVE MASONRY WALL DETAIL
<br />MOUNTING BASE NOT SHOWN
<br />FOR CLARITY SEE DETAIL
<br />K/S4
<br />SEAT FOR BLOCK IS POURED,
<br />IN PLACE CONCRETE
<br />GARAGE FLOOR SLAB
<br />TROWEL FINISH SEE
<br />GENERAL NOTES
<br />SLOPE FORWARD
<br />FOR DRAINAGE
<br />— L___ 1—/—
<br />BLOCKING (TYP.)
<br />�—ROOFTRUSS
<br />PLIFT CONNECTOR (SEE SCHEDULE)
<br />OISTURE BARRIER
<br />SCALE: N.T.S.
<br />SEE PLAN FOR FOOTING
<br />DIMENSIONS
<br />GARAGE ENTRY FINISHED MASONRY DETAIL
<br />CL DOOR OPENING
<br />F=_1 FF—T -DOOROPENING
<br />TO DRAIN
<br />EXTERIOR F111
<br />WALL CLEAN -OUT rA WALL
<br />SCALE: N.T.S.
<br />� �4
<br />1 ST COURSE 2ND COURSE 3RD COURSE
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
<br />REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
<br />SHEETS FOR INSTALLATION INFORMATION BY
<br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />TYPICAL SECTION THRU WINDOW MASONRY LAYOUT rD
<br />SCALE: N.T.S.
<br />KNOCK -OUT_
<br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED
<br />FOR CONCRETE PLACEMENT
<br />4 1 1 1
<br />-1
<br />21 1 � I . I /.
<br />8" STD.9d'HOOKJ811-.,
<br />LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS
<br />GREATER THAN 6'-0" WIDE (U.N.O. ON
<br />PLAN)
<br />OPENING
<br />FILLED CELL W/ (1) #5 VERTICAL
<br />SEE FDN. PLAN FOR LOCATION
<br />NOTES:
<br />FILL LINTEL AND ALL CELLS ABOVE LINTEL.
<br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
<br />PORT
<br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
<br />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
<br />PROPERLY.
<br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
<br />OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
<br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
<br />FLOOR PLAN.
<br />SCALE: N.T.S.
<br />G
<br />S4
<br />WIDTH OF OPENING VARIES 4"
<br />FORM CONCRETE INSET TO
<br />CREATE A SOLID BASE FOR
<br />1/2"X9 1/2" PLYWOOD
<br />BLOCK WALL ABOVE.
<br />SCRAP MATERIAL—�
<br /><
<br />Uj
<br />>
<br />0
<br />FORM CREATES CONCRETE RECESS TO
<br />2X4 (NOM.)
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />KEEP STIFFENER BACK FROM SIDES ENOUGH
<br />TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />(THIS IS A RECOMENDATION FOR
<br />CONSTRUCTION OF THIS FORM. ANY
<br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
<br />PRODUCT MEETS THE SHAPE AND
<br />DIMENSIONS OF THIS DRAWING.)
<br />MOUNTING BASE SHOW N
<br />PC
<br />IN POSITION
<br />GARAGE ENTRY FORM DETAIL
<br />2X6
<br />2x6 MOUNTING BASE
<br />SCALE: N.T.S.
<br />_8x8x16 C.M.U.
<br />GARAGE DOOR
<br />TRACK MOUNTING BRACKET
<br />I
<br />7,
<br />GARAGE DOOR ROLLER
<br />GARAGE DOOR TRACK
<br />CONNECTION ASSEMBLY
<br />GARAGEFLOOR TRAVEL DIRECTION OF
<br />. ow�
<br />GARAGE DOOR
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />z
<br />BOTTOM OF MOI INTING B�
<br />POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED
<br />BLOCK WALL. RECESSED SPACE
<br />FOR GARAGE DOOR AND WATER GARAGE FLOOR.
<br />SHED FORWARD THIS DRAWING.
<br />PARTIAL INTERIOR ELEVATION
<br />SCALE: N.T.S.
<br />2x CRIPPLES @
<br />16" O.C. W/ (2) 12d
<br />TOENAILS T/B
<br />SIMPSON SP4 W/ (6)
<br />1 Od x 1 1/2" AT EA
<br />STUD (USE SP6 FOR
<br />2x6 WALL, USE SP8
<br />FOR 2x8 WALL)
<br />1 Od NAILS@ 8"
<br />O/C TYP.
<br />DOUBLE 2x
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />SOLID AREAS ARE
<br />STEEL AND GROUT
<br />FULL 8x8xl 6 BLOCK
<br />DOOR OPENING
<br />VERTICAL JAM
<br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8 ABOVE GARAGE
<br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
<br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
<br />TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO
<br />NOT TRANSFER LOAD.
<br />2 x 6 P.
<br />J-BOLT
<br />TRACK
<br />BRACKET
<br />Wlf��IJN'�Z ANGLE
<br />FOP
<br />iARAGE
<br />lOOR
<br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS I
<br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER]
<br />TYPICAL GARAGE DOOR BUCK � �K
<br />SCALE: N.T.S.
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ, AT OPENINGS
<br />OPENING
<br />2" x 4" WALL
<br />2" x 6" WALL
<br />STRAPS
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />SIZE
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />SIMPSON
<br />V-41
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) LSTA30
<br />4'- 9-
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) LSTA30
<br />9'-16'
<br />(3)
<br />(4)
<br />-T—(4)
<br />(2T
<br />(2) LSTA30
<br />FLAT STRAPS PER CHART ABOVE TO BE BENT
<br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS
<br />NOT REQUIRED @ BEARING WALLS NOTED
<br />WITHOUT UPLIFT
<br />SEE FLOOR PLAN NOTES FOR
<br />REQUIRED CONNECTION
<br />2-ROWS 12d NAILS STAGGERED
<br />@ 12" O/C EACH FACE OR
<br />3-ROWS 12d NAILS STAGGERED
<br />@ 12" OIC FOR 2"x1 0" OR
<br />GREATER HEADER
<br />\--(2) 2x HEADER SEE PLAN
<br />INTERIOR HEADER:
<br />\_(1) 2x SILL PLATE W/ (2)
<br />12d TOENAILS
<br />BOX HEADER
<br />EXTERIOR HEADERS:
<br />ONLY
<br />(1) 2x SILL PLATE W1 (2)
<br />12d TOENAILS
<br />OPENING LARGER THAN 4 FT:
<br />(2) 2x SILL PLATE w/ SIMPSON
<br />LS30 w/ (6) 1 Od x 11/2" EACH
<br />SIDE
<br />'--2x STUDS TYP.
<br />SIMPSON HTT4 TYP.
<br />U.N.O. SEE N/S4
<br />HOLD DOWN
<br />CONNECTIONS
<br />NOT REQUIRED @
<br />BEARING WALLS NOTED
<br />P.T, BOT. PLATE
<br />WITHOUT UPLIFT
<br />WALL HEADER DETAIL — rQ
<br />SCALE: N.T.S. � �4
<br />4
<br />SIMPSON SIMPSON
<br />SP2
<br />SP4
<br />C.
<br />2X STUDS @ 24" 0.
<br />TRANSOM FRAMING
<br />SEE SECTION AA/Sl AND
<br />BB/Sl FOR ADDITIONAL
<br />DETAILS
<br />LINTEL
<br />12
<br />(TYP.)
<br />SEE ELEV.
<br />1
<br />SEE TYPICAL WALL SECTION
<br />PRE-ENGINEERED WOOD
<br />TRUSSES @ 24" O/C
<br />UPLIFT CONNECTOR (SEE
<br />SCHEDULE)
<br />DOUBLE 2"x4" S.P,F. TOP PLATE
<br />7/8" STUCCO FINISH PER ASTM
<br />C. 926 APPLY 3 LAYERS W/
<br />TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS
<br />3/8" THICK EACH. 3RD LAYER
<br />1/8" THICK OVER WATER
<br />RESISTIVE BARRIER��
<br />SIMPSON SP2 W/ (12) 1 Od
<br />NAILS AT EACH STUD
<br />TRUSS BOTTOM CHORD OR 2X4
<br />1/2" EXTERIOR GRADE SHEATHING
<br />CRICKET�DA�S�f�
<br />BLOCKING W/ 2-16d TOE NAILS
<br />EACH END
<br />FASTENED TO TRUSSES WITH 8d
<br />REQUIRED
<br />COMMON WIRE NAILS @ 4" O/C
<br />BOUNDARIES 6" O/C EDGES & 8"
<br />BLOCKING
<br />ICU)
<br />O/C FIELD
<br /><
<br />-Z
<br />2x TOP PLATE
<br />C0
<br />\!2-16d
<br />2X4 PT STUDS @ 16" O.C.
<br />NAILS @ 24" O.C. OR
<br />(2) 2X4 PT STUDS UNDER HIP
<br />EQUAL TO TRUSS BOTTOM
<br />CARRIER/GIRDER TRUSS
<br />CHORD OR BLOCKING
<br />SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
<br />NAILS AT EA. TRUSS VERTICAL WEB
<br />2x STUD @ 24
<br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT
<br />O.C. MAX.
<br />—PROVIDE P.A.F. NAILS OR
<br />IN KO BLOCK AT EA. STUD
<br />MAIN SPAN
<br />2x P.T. PLATE
<br />EQUAL @ 12" O.C.
<br />MOISTURE BARRIER
<br />ROOF TRUSS
<br />SEE A/S3 FOR7
<br />STAGGERED FROM BOT.
<br />UPLIFTCONNECTOR
<br />REINF. INFO.
<br />PLATE TO CONCRETE
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
<br />(SEE SCHEDULE)
<br />AND FILLED W/ GROUT
<br />1 #5 VERT. IN CONC. FILLED CELL----- H I
<br />W/ STD. 900 HOOK IN K.O. BLOCK
<br />ALT. KNEEWALL ABOVE _MAS0,N_RY_WA_LL__DETAI L ___ �
<br />SCALE: N.T.S.
<br />PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
<br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
<br />PSPN516Z W/ (12) 16d NAILS
<br />TOP
<br />,�, 2 ROWS 1 Od @ 3" O.C. (14
<br />-7 NAILS TOTAL) EA, SIDE OF
<br />4,9,,43PLICE STAGGERED
<br />'A
<br />1 Od @ 8" OIC
<br />ATTACH ALL
<br />EXTERIOR STUDS
<br />W/ (4) 16d TOENAILS
<br />TO YbP PLATE
<br />NOTE:
<br />BOTTOM SPLIC
<br />PLATE LENGTHS MUST BE
<br />OVER STUD
<br />AT LEAST 4'-0" LONG, TYPICAL
<br />TOP PLATE SPLICE DETAIL rM
<br />SCALE: N.T.S.
<br />� �4
<br />F= 2240 LBS
<br />SIMPSON C
<br />P.T.
<br />ATE
<br />"WivirOU114 or,+
<br />SP2 I
<br />SIMPSON S
<br />SIMPSON
<br />Spi
<br />SIMPSON-
<br />SP4
<br />10(
<br />ST
<br />J-1
<br />M,
<br />TRANSOM FRAMING
<br />SEE SECTION J/SS
<br />AND K/SS FOR
<br />ADDITIONAL DETAILS
<br />RECESS
<br />LINTEL
<br />\,NAILED
<br />INTO
<br />TRANSOM
<br />FRAMING
<br />SIMPSON
<br />SP4
<br /><
<br />2X8 P.T. BOTTOM P�ATE
<br />I
<br />777
<br />SIMPSON SIMPSON
<br />SP4 SP2
<br />NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />SIMPSON
<br />Spi SIMPSON
<br />SP4
<br />/_ SIMPSON
<br />SP4
<br />\-5/8"x10" "J" BOLT @ 24"O.C. MAX,
<br />(MIN. (2) PER BOTTOM PLATE)
<br />SIMPSON
<br />SP4
<br />"
<br />TYPICAL INTERIOR NON —
<br />BEARING WOOD FRAME WALL/"*j
<br />P4
<br />2X TOP PLATE
<br />OVERLAPPING
<br />NAILS @ 6"
<br />\GGERED
<br />24" O.C.
<br />3OLTS @
<br />�X
<br />2X P.T. PLATE
<br />SCALE: N.T.S.
<br />�4
<br />2"x BUILT-UP COLUMN, SOLID MEMBER OR
<br />SPF)
<br />(3075# SPF)
<br />(4565# SPF)
<br />(5645# SPF)
<br />IS (9335# SPF)
<br />N. 8"
<br />:'OXIED A.T.R.
<br />t & NUT
<br />'OXIED A.T.R.
<br />t & NUT
<br />DXIED A.T.R.
<br />t & NUT
<br />C
<br />ROOFTRUSSABOVE
<br />2X BLOCKING
<br />-(2) 16d TOE NAILS
<br />EA. BLOCKING
<br />'2X8 WALL ABOVE
<br />ENTRY
<br />K.O. BLOCK W1(1)
<br />#5 CONT. &
<br />FILLED
<br />5/8"X10" J-BOLTS
<br />@ Z-O" O.C.
<br />-MASONRY WALL
<br />10d NAILS@ 4
<br />NAILS @ 6" O.C.
<br />10d
<br />A
<br />STAGGERED
<br />/I STAGGERED
<br />0 0 TRANSOM FRAMING
<br />BEYOND.
<br />,.--PLYWOOD FASTENED TO TRUSSES
<br />L PLYWOOD
<br />WITH 8d COMMON WIRE NAILS @ 4"
<br />SHEATHING
<br />O/C BOUNDARIES 6" O/C EDGES
<br />10
<br />& 8" O/C FIELD
<br />SIMPSON SP4 w/ (6) 10d x 1 12"
<br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
<br />SP8 FOR 2x8 WALL) SHEATHING
<br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY--
<br />5/8"X10" J-BOLTS @ 24" O.C,
<br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-
<br />MAX. (MIN. (2) PER BOTTOM
<br />2X8 P.T. bOTTOM
<br />PLAT E
<br />UU
<br />"L5/8"x10" "J" BOLT� @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />PLATE)
<br />ALTERNATE:
<br />5/8" DIA. ATR EPDXIED
<br />MIN. 6" INTO BOND BEAM
<br />@ 24" O.C.
<br />FRAMING DETAILS ABOVE ENTRY
<br />REV. 06.24.22
<br />SCALE: N.T.S.
<br />S4
<br />C=
<br />C=
<br />C3
<br />tL15
<br />CJ ,r-
<br />X, .2 M
<br />9 -2
<br />E
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<br />IN,
<br />%
<br />e S 0 11
<br />ltqf(td,1�111
<br />the structural plans and specifications contained within these
<br />rawings comply with the 2020 Flodda Building Code -
<br />as en a
<br />on riginee s signa ure an sea
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />ng nee s
<br />s gnature and seal.
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<br />SCALE AS NOTED
<br />SHEE7 NO.
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