|
<br />,
<br />
<br />
<br />
<br />~
<br />
<br />I
<br />
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM, @
<br />3" O.C. EDGES & 6"
<br />O.C. FIELD GABLE TRUSS
<br />NAIL TOP OF "T"
<br />~ TO GABLE TRUSS
<br />10d @ 4" O,C.~ \ ; /2-12d & (1)
<br />CLIP EACH TRUSS """ :0 SIMPSON MTS~~ w/
<br />(SEE ROOF :~"": 14-10d x 11/2
<br />PLAN FOR TYPE) ).
<br />, : ~ FRAME OUT TO
<br />" 10 BLOCK EDGE
<br />, I
<br />SEE 3/S-4 FO " "" :0 NAIL TRUSS BOTTOM
<br />ADDITIONAL, I
<br />INFO " ", \:;:;;: V CHORD TO 2X4 DEAD-
<br />" " WOOD w/16d @ 4"0.C.
<br />I I 'I' 1'~ SIMPSON LSTA30 w/
<br />
<br />I I "~~:
<br />.'[ 14-10d @48" O.C,
<br />NAIL DEADWOOD. T-V (2) 2x12 wi 1/2" O.S.B,
<br />I FLITCH PLATE
<br />T~P PLATE w/l~d iw. STUD ANCHORING:
<br />4 O,C.: ____ STUD TO TOP PLATE:
<br />7/16" OSB W/8d / ~ SIMPSON LSTA 30 WI
<br />COMMONS @ 6":ON ;:1 14-10d @ 48" O.C. MAX
<br />EDGES & 12" IN: :d
<br />FIELD)Y PROVIDE SiMPSON
<br />I SEE PLAN HUC410 W/ 10 - 16d
<br />SIMPSON SP : , T /COL AND 18 - 1/4" X 2 1/4"
<br />WI 12 - 10d EA : ~ TAP CONS TO MASONRY
<br />STUD :. COL.@EACHEND
<br />SIMPSON SPl ' ::l '
<br />W/ 10 - 10d EA: :8 f\. 2 X 4 SPF
<br />STUD G.C.' :: I! \ AT 16" O,C,
<br />
<br />CORD, S i--~BUILDER FRAME RADIUS
<br />W/ E~EV. :: AS REQUIRED
<br />~ ~ ~ 16x16 COL BEYOND
<br />
<br />2X6 BRACE NAILED
<br />TO SIDE OF GABL
<br />TRUSS CHORDS
<br />4'-0" IN LENGTH
<br />OR GREATER
<br />
<br />~
<br />III -....
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />I
<br />I
<br />
<br />~
<br />~
<br />:::,.
<br />
<br />(2) 2x12 wi 1/2" O.S,B.
<br />FLITCH PLATE
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN """"-
<br />FIELD ...........
<br />
<br />......
<br />~~ 2X4SPF
<br />: - m. . 1 AT 16" O.C.
<br />I
<br />I
<br />~~: BUILDER FRAME RADIUS
<br />II II AS REQUIRED
<br />II I
<br />II II I
<br />1-1- - _1o?i ,
<br />I I
<br />
<br />
<br />---1?---J
<br />I I
<br />I I
<br />
<br />2x12 BUILD-OUT BEYOND,
<br />SEE (6/S-7) SIM AT JAMB
<br />
<br />--
<br />
<br />I 17 ~KNEEWALL @ ENTRY FRONT WALL
<br />, J N.T.S.
<br />
<br />__ KNEEWALL @ GABLE
<br />, 25\ ENTRY FRONT WALL
<br />~N.T.S.
<br />
<br />-
<br />
<br />USP LSTA30 w/(11)-10d
<br />~TO TOP PLATE AND (11)-10d
<br />TO STUD, MAY BE ANGLED
<br />UP TO 10 DEG.
<br />
<br />K ~ ~USP LSTA24 WI (18) -10d AT
<br />~~ ~ 2'-0" O.C. MAXIMUM
<br />,-.......
<br />\ , 2-2x4 SPF
<br />TOP PLATE
<br />
<br />2-#2 SYP 2x12 OR WIF85
<br />~ HDR. UNLESS NOTED
<br />OTHERWISE (SEE PLAN)
<br />
<br />Ar!:d@3"0.C,TYP.
<br />EXTERIOR
<br />STRUCTURAL
<br />r~HEATHING (MIN. 7/16")
<br />
<br />'-~
<br />
<br />j~ \ !() ( ) ) (
<br />
<br />USP HTT16~~-
<br />w/18-16d NAILS
<br />
<br />
<br />~,
<br />
<br />L.-- ;:::-
<br />
<br />(3) S.P,F. 2x4 w/l0d
<br />@8" O.C, EA. SIDE
<br />
<br />t-......./ ,
<br />'......." G.C. VERIFY INTERIOR
<br />C-~ 1/2" GYP. BOARD OR
<br />2x STuDS ~ EXTERIOR STRUCTURAL
<br />r ------ SHEATHING (MIN, 7/16")
<br />~ VERIFY WI PLAN
<br />
<br />~ W/ 1/2" ANCHOR BOLTS
<br />~ 6" FROM END OF EACH
<br />~ SILL PLATE.
<br />~.........----.. SEE 6/S-6 I
<br />
<br />I 30\EXT. FRAME CORNER
<br />
<br />, ./ SCALE: 11/2" = 1'-0"
<br />
<br />-
<br />
<br />v
<br />
<br />EPOXY ANCHOR W/ 8 1/2" EMBED.
<br />INSTALL PER MFG, SPECS.
<br />..........-- NO.2 P.T. 2x4
<br />~ BASE PLATE
<br />
<br />f6\HEADER OPENING
<br />
<br />\ } NO SCALE REV. 1-27-04 AS
<br />"--/ UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255#
<br />
<br />w
<br /><.:)
<br />o
<br />0:::
<br />
<br />I~ /'
<br />I,
<br />I Iii
<br />I I
<br />I'
<br />I',
<br />I I,
<br />I ~
<br />...'...~
<br />,/ '1!/
<br />
<br />I \_\<::/~
<br />.:fJ/
<br />
<br />WOOD BEAM SEE
<br />PLAN FOR SIZ~
<br />
<br />SP H D412 TO
<br />BUILT-UP COLUMN
<br />
<br />SIMPSON
<br />LSSU28 (TYP.) )
<br />EACH JOiST
<br />TO BM. CONN.
<br />
<br />~
<br />
<br />SEE ROOF FRAMING
<br />PLAN FOR SIZE -
<br />M.L. HIP BEAM
<br />TYP.
<br />
<br />2 X 10 JOIST
<br />SEE PLAN
<br />
<br />'r--....
<br />~ !-------SUPPORT COLUMN
<br />:! ~~BUILT-UP 2x4's OR 4x4
<br />
<br />" II
<br />" II
<br />,,'-<<< :: :: 2) USP HTA20
<br />", ',, 1'~W/14)-10d EA. TO COL,
<br />....... I II
<br />....... ...1 I I
<br />TYPICAL BLOCK____ ",: I ,I,
<br />WALL . --- "~ J~
<br />" :.8""'" ;.;<VTIE BEAM
<br />
<br />'':0 ~
<br />~~V
<br />
<br />SECTION A-A
<br />
<br />511 "
<br />4"
<br />4"
<br />51/2"
<br />
<br />./
<br />./
<br />~
<br />
<br />A-A
<br />v ~
<br />~
<br />
<br />....... 7' 1 + i1'
<br />./ I + I
<br />./ I + I
<br />I I
<br />
<br />M,L. BEAMS
<br />SEE PLAN
<br />ONLY ONE SHOWN
<br />FOR CLARITY
<br />USP MTW16
<br />WI (14) 10d NAILS
<br />
<br />DOUBLE GRIDER
<br />TRUSS SEE PLAN
<br />
<br />I 2K\ ~~~~~ ~1l~ED ENTRY
<br />
<br />, J NO SCALE REV. 12-18-02 AS
<br />UPLIFT CAP. AT HEADER - 2510#
<br />-
<br />
<br />(2) - 2x12
<br />AS SHOWN
<br />WI (3) 3/4" DIA
<br />A307 THRU BOLTS
<br />
<br />i.Jv"
<br />
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ. AT OPENINGS
<br />
<br />2 X 4 WALL
<br />
<br />2 X 6 WALL
<br />
<br />OPENING JACKS STUDS JACKS STUDS
<br />SIZE EA END EA END EA END EA EI\D
<br />
<br />l' - 4'
<br />
<br />(1)
<br />(2)
<br />
<br />(1)
<br />(2)
<br />
<br />(2)
<br />(3)
<br />
<br />4' - 9'
<br />
<br />HEADER ANCHOR
<br />NAILED TO TOP PLATES,
<br />HEADER & JACK
<br />
<br />STRUCTURAL NOTES
<br />
<br />SEE SHEET S~7A FOR
<br />ADDITIONAL S~7 DETAILS
<br />NOT SHOWN
<br />
<br />HEADER SIZE
<br />& GRADE
<br />
<br />NO. & SIZE OF
<br />RAFTER TIES
<br />EACH END
<br />
<br />6) WOOD:
<br />6.1 WOOD STRUCTURAL FRAMING MEMBERS:
<br />WALL STUDS
<br />TOP & BOTTOM PLATE
<br />BOTTOM PLATE IN CONTACT WITH MASONRY
<br />I JOiST SQUASH BLOCK I
<br />TRUSS BRACING & BLOCKING
<br />FURRING & B.U.C. STRIP
<br />
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-SPF STD & BTC
<br />-#3 SYP PT
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-#3 SYP PT
<br />
<br />(2)
<br />(2)
<br />
<br />(2) 2X12" 2SYP
<br />
<br />(2) LSTA 30
<br />
<br />(3) (3) (2) (3)
<br />~ SEE SCHEDULE
<br />~~.
<br />2-ROWS 12d NAILS STAGGERED @
<br />":. ~ 12" OIC EACH FACE OR 3-ROWS
<br />~ ~ ~~~~ 12d NAILS STAGGERED @ 12" OIC
<br />. . ~~ ~ FOR 2"xl0" OR GREATER HEADER
<br />'- :"\~
<br />
<br />9' -16'
<br />
<br />REFER Tu
<br />26/5-4 OR 27/5-4
<br />
<br />* WHEN STUD LENGTH IS LESS-
<br />THAN 12" USE LSTA30 STRAPS
<br />AT EACH STUD WRAPPED OVER
<br />TOP PLATE & NAiLED TO HEADER
<br />EACH SIDE Will - 10d NAILS
<br />
<br />16d NAI LS @ -.....
<br />16" O/C TYP. .......
<br />
<br />"-.
<br />
<br />DOUBLE 2"x4"-.
<br />CRIPPLE STUD
<br />TYPICAL (U NO.)
<br />
<br />~;;t
<br />
<br />O,o~
<br />tV/I\;,
<br />HOLD DOWN CONNECTIONS G
<br />NOT REQUIRED @ BEARING
<br />WALLS WITHOUT UPFIFT
<br />
<br />-
<br />
<br />=?
<br />
<br />n GI'<DER
<br />~ TRUSS
<br />
<br />
<br />~2) USP
<br />LUGT2
<br />CAP = 410~LBS
<br />
<br />
<br />~~ ~ I
<br />12 I ~
<br />
<br />r:=~?
<br />
<br />:[ t,
<br />
<br />'- 4x4
<br />~ r--.O 2 SYP
<br />WOOD POST
<br />(2) USP
<br />LSTA30
<br />WI 16-10d TO
<br />POST & 16-10d
<br />TO BEA~ EA.
<br />snAP
<br />
<br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb)
<br />PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI
<br />6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
<br />LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST
<br />EDITION AND QST-LATEST EDITION.
<br />6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
<br />6.4 ROOF SHEATHII\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
<br />
<br />1'\ DOUBLE 2 X 12 NO.2 S.Y.P.
<br />i\- HEADER W/ 1/2" FLITCH PLATE OR
<br />WI85 JOIST HEADER, (U.N.O.)
<br />
<br />6,5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED
<br />AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES,
<br />6.68d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS
<br />SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS)
<br />6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A,B. BOLT MAY BE USED INTERCHANGABLY
<br />
<br />1\ FILLING AND BLOCKING AS
<br />I \ REQUIRED FASTENED TO
<br />I-- HEADER W/(2) ROWS
<br />OF 12d @16" O/C UNLESS
<br />NOTED OTHERWISE
<br />
<br />NOTES:
<br />
<br />TRUSSES MUST BE CAPABLE OF TRAf\<SFERRING LATERAL LOADS TO BEARING WALLS
<br />TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC-
<br />TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR
<br />VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL
<br />ENGINEER OR ARCHITECT,
<br />BEARING WALL NAIL PATTERN:
<br />
<br />REV. 10-28-03 AS,
<br />
<br />1. PLYWOOD AND SIDING:
<br />( FIELD) USE 8d NAILS @ 12" O,C,
<br />( EDGE) USE 8d NAILS @ 6" O.C.
<br />
<br />2. GYPSUM:
<br />( FIELD) USE 5d NAILS @ 10" O.C.
<br />( EDGE) USE 5d NAILS @ 7" O.C,
<br />
<br />I 4t-1. (g)
<br />L________________________________________,
<br />I ,
<br />I "
<br />I , .
<br />@ I CD "
<br />: ,,\2)r;)',4 vr,:
<br />I ' 0,' I
<br />t " ;' I
<br />
<br />~ ~r---:~:-----------~------------J <:' CD !Q>
<br />@) iuuu-u-~--uuO~~~:~--~"",~ '@",~jFT
<br />!-'fFC(2)---U/ @) @) --~-~~ @)
<br />
<br />ROOF NAILING SCHEDULE:
<br />NAILING ZONES
<br />
<br />ZONE 1: 8d NAILS @ 6" O.C. IN FIELD
<br />8d NAILS @ 6" O.C, ON EDGE
<br />ZONE 2: 8d NAILS @ 6" O,C. IN FIELD
<br />8d NAILS @ 6" O.C.ON EDGE
<br />ZONE 3: 8d NAILS @ 4" O.C. IN FIELD
<br />8d NAILS @ 4" O,C. ON EDGE
<br />
<br />GYPSUM CEILING: USE 5d NAILS @ 7" O.C.
<br />
<br />ALLOWABLE FASTENERS
<br />
<br />CONTRACTOR NOTE:
<br />ALL DRILLED AND EPOXIED HOLES
<br />MUST BE PROPERLY VACUUM,
<br />BRUSHED, AND BLOWN CLEAN PER
<br />MFGR'S RECOMMENDATIONS TO
<br />ACHIEVE UPLIFT CAPACITY
<br />
<br />~ WOOD
<br />/ BEAM
<br />
<br />A: CEMENT COATED SINKERS
<br />B: BRIGHT COMMONS
<br />C: SPIRAL OR RING SHANK NAILS
<br />D: CLIP HEAD GUN NAILS
<br />
<br />v
<br />
<br />(2) 1 3/4 X 111/4 LVL
<br />WOOD BEAM
<br />
<br />~15 HIGH UPLIFT FRAME WALL
<br />r l:J \ GIRDER/BEAM CONN.
<br />
<br />V NO SCALE REV. 10/7/03
<br />
<br />~
<br />
<br />I
<br />I
<br />
<br />~,
<br />~~
<br />
<br />7/16" OSB W/8d
<br />COMMONS @ 6" ON
<br />EDGES & 12" IN ~
<br />FIELD -............
<br />
<br />2 X 4 P,T,
<br />
<br />LINTEL
<br />
<br />--
<br />
<br />, 29 ,SECTION AT CONVENTIONAL FRAMINI)
<br />
<br />\ '1\0 SCALE REV,11/27/02
<br />
<br />-
<br />
<br />--
<br />
<br />/~%. (3) 2 X4 BUILT-UP
<br />COLU~"" ATTACH PL YS
<br />WI (2) 16D NAILS @
<br />6' O.C, EACH PLY, TYP,
<br />
<br />USP HTT16
<br />YWI 5./8' SIMPSON "SET"
<br />EPOXY ANCHOR WI
<br />8 112" E~BED
<br />I .J-
<br />I
<br />SEe, A . A
<br />UPLIFT CAPACITY = 4175
<br />
<br />CLIP EACH TRUSS
<br />(SEE ROOF PLAN FOR TYPE)
<br />FRAME OUT TO
<br />BLOCK EDGE
<br />
<br />~- 8" CMU WALL
<br />
<br />I
<br />
<br />I 16, KNEEWALL @ ENTRY
<br />, I N.T.S.
<br />
<br />-
<br />
<br />w
<br />u..~cr;
<br />'00:::0
<br />w u..u..
<br />~i!S~~
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<br />o:::ozO
<br />..- CL"",W<(
<br />O CL""'~I-
<br /><(0<(0
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<br />W""'WOCL
<br />::::> O:::DI-~<(
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<br />
<br />8-7
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 10, 2005
<br />
<br />DETAILS
<br />
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