|
V 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />16d TOENAILS T & B
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "'
<br />PITCH > 4:12 D °
<br />(2) LAYERS TYPE I OR TYPE II °
<br />(#15 OR #30) UNDERLAYMENT =I I I=I 11=1 11=I 11=I=I 1=I I=
<br />FOR ROOF PITCH 4:12 OR LESS. 1-I I -I I I=1 I I D /vI
<br />III -I I -I 1= -
<br />' I-1 I I -I 11=1 I I -I D -PRE ENGINEERED WOOD -I 1 1 I I=� — —
<br />TRUSS @ 24" O.C. U.N.O. I ;III=1 I=1 11=III=III=III=III-III=III I'
<br />12 -III III -III -III -III III -III III -I
<br />HURRICANE ANCHOR @ EACH -1 �—III=I I=I 1=III=III=III= I '
<br />(TYP.)
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />VARIES METAL PL. UNDER EA. TRUSS 8
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />INSULATION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �S3
<br />ELEV. VARIES
<br />5/8" OR 112" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12"
<br />.N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4"INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN, 2500 PSI CONC. SLAB
<br />m
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />w
<br />a
<br />NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />^FIBERMESH"
<br />BELOW GRADE
<br />04
<br />III=III=1
<br />I
<br />r^° y °
<br />D
<br />I
<br />°°
<br />co
<br />D
<br />6 MIL VAPORIII
<br />D
<br />I I
<br />—I 1= = z-/
<br />-
<br />BARRIER
<br />III
<br />, D a
<br />1 1 II I I
<br />g
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />=I I
<br />I I =III=III
<br />I I=
<br />MODIFIED PROCTOR
<br />III
<br />III III —III
<br />—I
<br />I I I
<br />ASTM D1557)
<br />3" MIN,
<br />CLR,
<br />O #5 REBAR CONT.
<br />3"CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.ON
<br />O
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />rT�
<br />SCALE: 3/4" = T-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS/DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />PAVERS
<br />O.H.D. RECESS d
<br />_, z
<br />T'
<br />-III-III
<br />4
<br />0°
<br />�IIIIII
<br />SEE A/S3 OR J/S6 - I I�
<br />I I I� III ;
<br />11
<br />�111=
<br />FOR REINF. INFO.
<br />3" MINI CLEARANCE
<br />1
<br />4 (1 STORY)
<br />/ 1-8 (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH ---- `TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %8N.O 1/2" SIGH STRENGTH —
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ARA .) (OR / GYP. TYPE X @
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) -
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ It
<br />PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />—2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 1 U-0" (R302.11)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ �0IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@24"O.C.) 2„ x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4
<br />° � WWF OR FIBERMESH WWF OR FIBERMESH
<br />�31/2" MIN. �31/2"MIN.
<br />Z ' ° ° ° a ELEV. -0'-3 1/2
<br />. d ° ,
<br />.d ° A.F.F. p o D.
<br />e, 4'd
<br />2x4 CONT. ° u
<br />° °. ° d° a ..° o _ z P ° �I 1=1 I Ej I IEP 81/2"(min.)- 4" _ z D I I I=I I I=1 11='31/2"(min.)- 4"
<br />g d a N D °D 00
<br />�1-_4"'
<br />- - D °D - I -III -III
<br />GARAGE DEPTH VARIES 31/2"(min. 4" III 11 I II 11 I I- 31/2"(=III=III _ II I II IIIII �'I
<br />-I
<br />^ III=III _ III=1I1=1I1=III III=III I -III=III I III=1I1=1I1=III III=III
<br />(2) #5 CONT. 4i1; — 8 (2) #5 CONT. I -
<br />GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALLrc @(CC
<br />SCALE: 3/4"=V-0" S3 SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4'-1 0 S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�MJo�s
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ �coN��N 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /�
<br />2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION NOTE: INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD () @ 10'-0" (R302.11)
<br />SEE #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL OINFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />MIN. 2500 PSI CONCRETE SLAB W/ [ ] SPACE ANCHOR
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP 3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING a BOLTS 6" MAX FROM F6 x 6 W1.4 x W1.4 N
<br />w/ (10) 10d NAILS N WEEP SCREED INSTALLED BAR r ._ _
<br />2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH �, E
<br />TYP. PER MFR INSTRUCTIONS uj
<br />ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR U D p.
<br />` GRADE ;, d D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 6
<br />r ° D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] a —III=1 I I —III m D D III —III —I 1=III- o
<br />MONO OR STEMWALL ° z M — — — D. 25" MIN. LAP [30' MIN. LAP] g= I I=III-III i III III-III=III r
<br />FOOTING MONO SHOWN °=1 I I=I -III - w 1=III-III I=I D ' • -III I I=III=III=i
<br />FOR CLARITY D o. P _ _ _ _ o0 6 MIL VAPOR BARRIER III III ° I I=III=) I 1=1 I =_ 0O Lu
<br />R 1 7/8" —1 I I, ;III I I (—
<br />I I III-III=III=III-_ #5 REINFORCING BAR i 1=_=1 11=III=1 I I 11=III I I=III
<br />I=1I1=1I1=1I1=1I1=1I1=_I , _ _ _ _ - Z r
<br />D D D° ° D III -III -III -III -III -I i t z III �. I I -III -III -III -III r- 11-1 I I-1 I I -III -III III -III I I
<br />D ° __ I • III=1 I = I I= =� #5 LAP SPLICE 2 #5 CON 1.
<br />NOTE: I-III-III-III=III=III=1 I _ _ _ =I
<br />g ° D III-III-III-III-III=III- N II D = � �— 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />FOR BEARING WALL —i COMP. SOIL. (COMPACTED TO - I III III I I
<br />_ _ _ _ 8" V-4" 8"
<br />1=III=III=III=III=111� ,, 95% MODIFIED PROCTOR ASTM �= I=III=1 I =1 I I=1 11=III=III .I I' 10"
<br />w/UPLIFT ONLY - - -_ I - -III „III,;,III,,III,,III,,,III,;,III-�
<br />III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 D1557) #6 REINFORCING BAR #5 STD. 90 HOOK
<br />-III III III=III=1 I-III=1 11=III=I 1=III=III=III=III=1 I-� 4" 1'-4"
<br />-III=III,;,III„ III�III���III„111,;,111-III-III=I1'. #6LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4
<br />° ° ° GRADE
<br />00—
<br />= i I=11=111=111=� 1=11I=III
<br />-I 11= i I 1=1-I 11= II=1 I I I I I=1 I (1) #5 REBAR w/ OPT,
<br />—III—III—I 1= 1= =1 11= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS E d
<br />:.• M
<br />MCA
<br />111�1
<br />IIIII 111 �y 1111111�
<br />d 4 a
<br />SEE A/S3 OR J/S6 I Ii 111 l li Ill I i iL
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0101, J CONT. BEAD SEALANT
<br />- a INTERIOR
<br />Q.
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />m
<br />00
<br />co 6 MIL VAPOR
<br />(-
<br />BARRIER
<br />-II1=1 I -I I -I ''III I I=1 I I-
<br />I „I I I,,,I I I III III
<br />4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />0-11
<br />ens
<br />M
<br />G
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0"
<br />S3
<br />VARIES
<br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX.q. CONNECTION INFO `N ° —
<br />SEE PLAN FOR M
<br />TOP OF BEAM &LAYOUT DESIGN-
<br />71 SEE ROOF PLAN - "' — — _° III -III III; N
<br />(2) HTS20 FOR STRUCTURAL -r N I III ;III, III, ill III "'
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />=1 I I, 11=III-III I
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 ,111-1
<br />8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO. OPTION #-I
<br />w
<br />SCHEDULE
<br />a
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />S.G.D. rm
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />:o.
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />..
<br />W/DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />c
<br />TO FOUNDATION PAD
<br />: . -
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />M '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00
<br />GRADE
<br />a
<br />E
<br />�,
<br />FILLED SOLID (SEE PLAN FOR
<br />= _ _ =
<br />a
<br />6 x 6 W1.4 x W1.4 Zi
<br />SIZE AND REINFORCEMENT)
<br />Lu
<br />z =
<br />°
<br />°•
<br />T WWF OR FIBERMESH M
<br />BRICK PAVERS or SLAB PER
<br />a w w
<br />p o
<br />—III-
<br />1 I —III
<br />—III—III—III-I
<br />1=III=III=
<br />—_—_' -
<br />w
<br />z
<br />z
<br />0'-0" FIN. FLR.�
<br />COMMUNITY SPECS
<br />J_�
<br />-- °
<br />II -I =III=III=III=III
<br />— — "
<br />II III=III- -
<br />a
<br />w
<br />\\\\� \\. I ♦\\Q\\\\ATION
<br />\ \ � �------------------goo\\. o00
<br />TAPERED COLUMN FRAMING
<br />-I I III-III=II=III-I I II-III=1T_I= FOOTING
<br />"(III I II II IIII� III ,� I -III-III BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
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