|
y:r
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/
<br />1(O HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR / GYP. TYPE X @ (2) 16d TOE NAILS @EACH END
<br />(U.N.O
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />TOP PLATE
<br />(10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />— J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > V-6".
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS
<br />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6".
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />NSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 2
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />SIMPSON SP1 w! (10) 10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II (#30)
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 rL
<br />CHAIRS (TYP.) `''
<br />`o 0'-0"
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />ELEV.
<br />OIL
<br />O.C. OR 5/8"x10' WEDGE ANCHOR „ x6W1.4xW1.4
<br />6x6W1.4xW1.4
<br />°
<br />°
<br />(2) LAYERS TYPE I OR TYPE 11
<br />LLL�d ° a A.F.F.
<br />@ 24" O.C.) 2 WWF OR FIBERMESH
<br />2
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />-) I I=I I III=I 0° ° ° ° I =I ICI I M I I=
<br />�I I W I WI I I b I I L-I I I=I I I='
<br />i —_ ° • I ED
<br />�I I I
<br />° ° z
<br />° ° d ° ° ° d d a ELEV-0'-31/2"
<br />°
<br />° ° ° ° d °
<br />31/2"MIN.
<br />°_
<br />3 1/2" MIN.
<br />°
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />_ —I
<br />° _ _ = i
<br />I-1 I ,I I =I
<br />"I I I-1 I —III=1 I — 1=1 1=1 I
<br />d O
<br />° ° a 2x4 CONT. ° a A.F.F. LL
<br />° ° ° ° °
<br />°
<br />b -� )
<br />° II=II =III— 31/2'(min. -4
<br />_ _
<br />b ° . - ,
<br />I— = II-31/2 (min.)-4'
<br />TRUSS @ 24" O.C. U.N.O.
<br />ANCHOR @ EACH
<br />=11-1 =1
<br />I— - - I
<br />-I I I I J_�I I I -I I I I MITI I ~I i°ad
<br />-1 WI I I —I I r=I I �I I 1=III= I II'
<br />"�-� -I I=I I I T
<br />a A ° ° d a ° ° a N
<br />° °
<br />°°
<br />GARAGE DEPTH VARIESVARIES
<br />_
<br />-11�r--Ill— ° II
<br />31/2min.4=.-
<br />I
<br />/H:M�1111
<br />-I
<br />1��12
<br />4 -ITI—III IHURRICANE
<br />(TYP•) TRUSS SEE UPLIFT SCHED. W/
<br />( )
<br />METAL PL.
<br />8' — �'
<br />° d
<br />-I I �, I I I I=1 �1--I I WII
<br />I
<br />I I �� I I I (=III —I 11=1 I I►—lf--f I,
<br />II- - -
<br />UNDER EA. TRUSS
<br />a. ° ° 9
<br />TII „II�hIL I�III1 Tll
<br />,,,I ITi�Ii �I�� I I,i,11-
<br />MOISTURE BARRIER
<br />(2) #5 coNT. 4" 1'-4" 8"
<br />(Z) #5 CONT. n
<br />i �
<br />TYPICAL INTERIOR BEARING
<br />U.N.O. MIN.
<br />INSUL ION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL @ STEPrcC
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />_ ,- „
<br />SEE TYP. WALL SECTION SCALE: 3/4'-1 0 S3
<br />1,_ 1_ "
<br />SCALE: 3/4 -1 0 S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA
<br />\12'N.O•
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />\�osE°
<br />?CIS-
<br />2x SUB FASCIA
<br />W/A�
<br />HABITABLE ROOM
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />�M
<br />SCREWS 7" O.C.
<br />@ SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />10 et�NN, ops
<br />� ✓ N
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />(2) ROWS OF 2x BLOCKING �° 2x STUDS @ 16" O/C
<br />THIRD POINTS
<br />�G
<br />FOR WALL HGT. < 8'-6". (2)
<br />INSULATION PER 8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1 "x P.T. STUD
<br />ULATION PER CHART ON FLOOR PLAN
<br />SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-61'.
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />PLAN
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />x S BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />STD, 90-HOOK (SEE DETAIL)
<br />(IF NO UP LIFT ON p� 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />W
<br />PLATE WASHER TYPICAL
<br />PLATE
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />^
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />(6)1l4"x31/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />x
<br />SPACE ANCHOR
<br />* SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 -�
<br />"
<br />N
<br />w/ 10 10d NAILS -
<br />( ) z�l 2x P.T. PLATE
<br />FIBERMESH
<br />1 WEEP SCREED INSTALLED
<br />BAR
<br />w
<br />END OF 2" x PLATE WWF OR FIBERMESH r
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP.
<br />.; ASSUMED FINISHED
<br />° GRADE
<br />PER MANUF.
<br />;_
<br />- - ° ° ' ° . z
<br />#3 OR #4 REINFORCING BAR LU
<br />GRADE 40 MIN. Fy= 40ksi
<br />#3 & #4 LAP SPLICE
<br />° °•
<br />=III —I I —I I m
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL
<br />MONO OR STEMWALL ° z
<br />r ° b
<br />c��--- — — — -0 °, FINISH GRADE O°
<br />25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a
<br />g
<br />=I �I I= r
<br />1=I I —I WI I I p All
<br />' 1-I I ITI II , • -I I
<br />CELLS (SEE
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN o -
<br />o p °o
<br />FOR CLARITY ° � _ _ _ _ _ °O
<br />o ° o -III-III= i= =III=�
<br />-� i I_I I� - I - - -
<br />0o
<br />6 MIL VAPOR BARRIER -III I b -I J I —III —I I -_ -'
<br />I � f=I I �I I �.I I I—
<br />I' - - - N z r
<br />w
<br />Lu
<br />R 1 7/811 `�
<br />5
<br /># REINFORCING BAR
<br />�-
<br />I
<br />1x4 P.T. BASE NAILER
<br />p p
<br />o ° 1=III= =1 = =III- ?
<br />I I ' : I �I III=III=I I - r
<br />I I I II 11=I I �I I I-1
<br />#5 LAP SPLICE
<br />(2) #5 CONT. -I I- I , , , I I I, , ,
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD PORT AT EACH
<br />D°=III=III=III=111=III=�
<br />- - - - - - _
<br />NOTE: g III=III=III=1 = =I 1= N
<br />*FOR BEARING WALL '-
<br />I
<br />COMP. SOIL. (COMPACTED TO { I ° ° LI—I I =III=I l
<br />36" MIN. LAP [36"MIN. LAP]
<br />ON 3" CHAIRS
<br />(�,P) 8" 1'-4" 8"
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />= =I I= = = -I
<br />W! UPLIFT ONLY - - - -__
<br />o � - - - I �
<br />95 /o MODIFIED PROCTOR ASTM _- I I (=III=TW ( T=I I I
<br />, '
<br />I I II ICI I WI 1 I=I i I
<br />IF
<br />10"
<br />M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER cn
<br />III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III
<br />=111-III—I 1=I-I I=I-I I -I I-III-III=1=1=I 1=III=1'
<br />D1557) I 111—
<br />4 I I III 1 NI L I -I I I
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR
<br />"-I I -III- I III=
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />,-=III=)
<br />� � �—I � I —I � I—� i �—� � �_ �
<br />CONCRETE SLAB W/6X6 a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS rF
<br />WALL W/UPLIFT rG
<br />W1.4XW1.4 WWF OR - DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />° ° I' Z
<br />M = I— ° I
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES °
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />° 00
<br />IJ - I = = *-
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH .
<br />6 MIL VAPOR ° z
<br />III-
<br />min.) 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />°
<br />M e
<br />BARRIER a
<br />- D D • III r
<br />- ° ° v GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />COMP. SOIL. °
<br />oo - _ _ _ _ - _ • 11 - - - - -
<br />- ' ' �'-T-I
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />.
<br />(COMPACTED TO 95% - �_� -
<br />TIT TfT-- III
<br />_ _ _- _ - ° _
<br />-(1) #5 REBAR w! OPT.
<br />SEE ROOF PLAN
<br />- ^ - - -° a
<br />bo _ - - - ° ° ° 'A
<br />MODIFIED PROCTOR -
<br />ASTM D1557
<br />_ _ _ _
<br />S E N ENCLOSURE
<br />I��
<br />-I I_ I � I I IU I I I
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />III 1
<br />„
<br />3 MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE
<br />I - �_ I CI, ;
<br />41� 1 I i
<br />ATE P.T.
<br />g
<br />CONNECTION INFO
<br />r ° -I
<br />r, _ I I , ' �. III-
<br />I
<br />MIN.
<br />7t611
<br />I I
<br />U.N.O. DETAIL)C.S.B.I
<br />°
<br />2x4 #2 SYP P.T. FRAMING w/
<br />I
<br />__-
<br />'
<br />SEE AIs3/J/ss -1 I' � ' �� I „
<br />MIN 7/16" O.S.B. SHEATHING
<br />8
<br />TYPICAL WALL SECTION rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />AE PEAS
<br />Z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4"=V-0" S3
<br />11_ 1
<br />SCALE: 3/4 -1-0
<br />S3
<br />COLUMN LOCATION w
<br />p SCHEDULE
<br />�
<br />a
<br />OPTION #1
<br />1/2' GYP. BD.
<br />a
<br />�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />SLAB INFORMATION.
<br />2„ 1 GYP. BD.
<br />LAN FOR
<br />LU SEE ORAL
<br />LU
<br />rM
<br />2" FROM SLAB
<br />STRUCTTUOLD
<br />COLUMN SIZE
<br />SLAB STEP & RECESS S.G.D.
<br />_ 11 CD CONT. BEAD SEALANT
<br />0 o
<br />& BASE CONNECTION INFO.
<br />OPT: DEPRESS SLAB 5%"
<br />SCALE: 3/4"=V-0" S3
<br />DEEP AND 6" BEYOND
<br />¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />. INTERIOR 2X STUDS @ 24" O.C, U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT _
<br />° -3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS d.
<br />° GARAGE
<br />ATTACHMENTS & 18/D1
<br />O.C.
<br />PAD FOOTING
<br />PAVERS � z
<br />-'�
<br />.�
<br />T°
<br />`" 1
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />•
<br />W/ DRYWALL SCREWS 8"O.C.
<br />EMBEDMENT @ 12" O.C. @
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD d
<br />MAT REINFORCING. Q' '
<br />a '
<br />°'
<br />CONT. FOOTING STEEL
<br />r
<br />I I=I I I III-1 I f= I r
<br />•:. �• •.:, .:
<br />-•�' ' '" '
<br />I I= =fl f—I I �� .'' ', ° i I=� I I--
<br />TI 1IT1If
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2} #5 VERTICALS
<br />M
<br />Z
<br />GRADE a a —j
<br />- -
<br />•' 4 I °°
<br />_
<br />—I I W I ". I co
<br />TENSION 120#) CONCRETE SLAB E =
<br />r,
<br />FILLED SOLID (SEE PLAN FOR
<br />- - _
<br />- -_ - - _ 4
<br />°
<br />" '
<br />�_ -I
<br />1= 1=4 r T
<br />I W�_ ' 4 •,'
<br />6 x 6 W1.4 x W1.4 `I
<br />WWF OR FIBERMESH '-
<br />SIZE AND REINFORCEMENT )
<br />Z � w ==
<br />=III= 1=1I1=1I1=1I1=1'
<br />- ° a•
<br />=I =III= (_) I =I w
<br />-fT�l I •y L-
<br />I
<br />_�
<br />—III—I I �� �I I I-
<br />d
<br />°° d
<br />-
<br />O w cn—I
<br />=
<br />I=1 I I=1 z
<br />• •' • °•
<br />III
<br />I =11F_-_-
<br />-
<br />N—III— I— =1=1 °
<br />°—
<br />BRICK PAVERS or SLAB PER
<br />p o
<br />`�I�
<br />- = - - - _ a
<br />_ d a —_ — _- - z
<br />co
<br />SEE A/S3 OR J/S6 I I I=III I LT
<br />-� , i I I
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />I
<br />=1 III=T I T-
<br />SEE A/S3 OR J/S6 �,-I- I I
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />o'-o"FIN. FLR.
<br />COMMUNITY SPECS
<br />= — — — — — —
<br />M 6 MIL VAPOR =— ! 1 = = I= I! _-
<br />- - �� I' = =I (=III=1 1=1 1=1 1=1
<br />BARRIER = = - -III=III=III-
<br />III=III I -1-1 =— W
<br />= FOOTING V
<br />- —III= =III = - I— BEYOND
<br />1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 STORY)
<br />—III III III III —III
<br />;_-I --I
<br />�.: a ...:
<br />=1—i—I I— ,�
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />1' 8" (2 STOR)
<br />T-8" (2 ST RY)
<br />4 4
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<br />(SEE SCHEDULE) FOOTING WIDTH
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<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J 1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
<br />COLUMN FRAMINGr12
<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE 3/4"= V-0"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />SCALE : AS NOTED
<br />DATE : 3/30/2018
<br />TECH: MJAM ES
<br />VERSION N0. 5ol
<br />SHEET NO.
<br />S3
<br />
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