|
2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />16d TOENAILS T & B
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. d
<br />2x P.T. PLATE
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />((11)) ILAAYEIRTYPE IN (MR)
<br />(2) #5 CONT. ON 3"
<br />6 x 6 Wl A x W1.4 r
<br />ILIXIN31MAAlY@O�ITFOR �IF
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH "'
<br />IPIflrC I > 4I::1I2
<br />D °
<br />((2)) ILAA TYPE 11 OR TV PIE IN
<br />°
<br />( fl n ) uAN ILAA'rWIE N T
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<br />m ' '
<br />I I -III -III -III 9
<br />FM ROM PI�FR 4:112OR
<br />I-1 I I=1 I I -III
<br />I-1
<br />I D' III
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<br />ENGffJEEIRl®Vpp[dIDQD®
<br />I I -I I I -I
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<br />I I -I D 11=1
<br />I I-
<br />11=1 11=1 I I i,
<br />- (S 24 "GC. UN.G.
<br />, ,,
<br />I I I C I=1
<br />11=III=I 11-III=III=III=1
<br />III-III=III-III
<br />III -III
<br />I I=III ; � I'
<br />III II
<br />12
<br />IHI �@
<br />-III
<br />-III„
<br />I I I III I I I
<br />I I-r 11,
<br />( ))
<br />VARIES
<br />1fARUSS(lamIIIRLI IrSMM.))W//
<br />I I ( I IIII
<br />LIT_I I
<br />IMEir/RIL PL. IIUNMfR FA. ifRll�
<br />IfQI®1Sf111JIIR1ElIEIRt
<br />TYPICAL INTERIOR BEARING
<br />I
<br />ICI
<br />IIMME ROOF
<br />7/16"CS-Iff.Mik.SEE I[
<br />WALL w/ OUT UPLIFT GG
<br />NAIWING SCHEMULlEONSHT.
<br />SEE TYP. WALL SECTIONSCALE: 3/4 "= -1 -0"
<br />S3
<br />�Nt11
<br />- Ell"... VAPARI&�I
<br />58" OR 11112" HIGH HI
<br />" ,�ILW�ctIIFJIllAD01 O RIIP
<br />STRI3NG1nH CEIUIKG
<br />EDGE
<br />PER 03BE ((OR SR"
<br />kILWIMIIINIILIIIIA FASCIA,
<br />VW[///AQNMffrA�LE ROM
<br />12" NO. IFAASOR
<br />2x S.P.F. STUDS @ 16" O.0
<br />E)) WMIRWWAILL
<br />flr
<br />suffens@ c.c.
<br />elf
<br />LOAD BEARING OR
<br />CEIIUIIN G & S" O r.. VWUAALILS
<br />EXTERIOR WALL
<br />WW'XIS" -0-Uif
<br />WISIM AA -MO NI [PEI R
<br />HIL VOD'A/ %5 QMT..
<br />elf ON (FILOM
<br />F II E D SIL IlDWGR9®IlUlr
<br />IPILAIN!
<br />SEE CC/S3 OR
<br />N
<br />WP.1.µ MOR[]re
<br />G/S3 FOR ANCHOR
<br />INUJ LEIR
<br />"(C,11>ALIID'.TYPIIQ:A4IL
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />sm. wHax(PT A�
<br />IDIIGIRTARIR
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10) 10d NAILS
<br />r
<br />9Pttflrlf�lf'dI�RAFIL
<br />TYP.
<br />IFI NIISIHI
<br />lbl2IPTVWD FIERING
<br />�
<br />V2„GVPSMWALLI
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />°
<br />��'
<br />CELLS (SEE
<br />FOOTING MONO SHOWN
<br />FOUNDATION PLAN
<br />FOR CLARITY
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />°
<br />D
<br />4"x4" INSPECTION
<br />NOTE: g' . ° o °
<br />Fill:
<br />I I
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />*FOR BEARING WALL
<br />FILLED CELL IYPICAL
<br />W/ UPLIFT ONLY
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />M
<br />AT GARAGE CONTRACTOR
<br />TO CUT BLOCK OR POUR
<br />I I=III=I I=III=III=I 11=L=III=1 I I=I 11=III=III=1 I I:
<br />-III-III-III=III-III=1 I-III=III=III=III-III=III=1
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />"-I! I=1 I I -I I I-=III=I I I -I I I-III=III=III-III=I I I
<br />CONCRETE SLAB W/6X6
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />WlAXW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3b
<br />71
<br />BELOW GRADE
<br />SLAB INFORMATION.
<br />c
<br />co
<br />=ICI=III
<br />00
<br />6x6W1.4xW1.4
<br />D
<br />00
<br />3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />III
<br />D
<br />I
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<br />_ z
<br />II
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<br />min.) 4
<br />BARRIER
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<br />COMP. SOIL.
<br />I I II I
<br />p • •
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<br />°°
<br />(COMPACTED TO 95%
<br />I I II I
<br />I II I I I (IIII
<br />I II IIII
<br />1 IIII
<br />= 1 = 11= -
<br />�111-III--
<br />°
<br />(1)
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />-1= �r-sl
<br />-„' -I I 1
<br />I I
<br />111
<br />I I -III-
<br />11= I I
<br />3" MIN.
<br />CLR.
<br />I I—
<br />IIII IIII
<br />I IIII; ,
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP,
<br />1'4' (1 STORY)
<br />STD. 90 HOOK (SEE
<br />MIN.
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGES.
<br />SCALE. 3/4 -1-0
<br />S3
<br />3/4 —1 -a
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />BLOCK WALL BEY,
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />CONCRETE SLAB
<br />14"
<br />O.H.D.
<br />RECESS z
<br />13"
<br />O.H.D. RECESS
<br />PAVERS
<br />'
<br />T d
<br />-III=III-I I
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<br />I ,I I I-1111111
<br />1=
<br />FOR REINF. INFO.
<br />3" MIN.
<br />CLEARANCE
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'
<br />4" (1 STORY)
<br />I V-8"
<br />(1 STORY w/ DEPRESSED SLAB OPT.)
<br />V-4" (1 STORY)
<br />1'
<br />8" (2 STORY)
<br />1'-8" (2 7
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ _� '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8 OR 1/2 HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS,
<br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />IE E: EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WAS4NOT
<br />NOT EXCEEDING 1U-0" (R302.11)
<br />INDICATED ON THE PLAN, ATTACH (ALT: 1/2"xl2" TITEN H
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDR INSULATION PER CHART ON FLOOR PLAN
<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 FOUNDA"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFESIMPSON SP1 w/ (10) 10d NAILS
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUND
<br />`' ELEV. 0'-0" oc (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT ANT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL@ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS2" 6 x 6 W1.4 x W1.4 ° � �� z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN.WWF OR FIBERMESH
<br />a ° °. °.° 4' ELEV. -0-31/2
<br />° , ° ° ..'° a O
<br />4 A.F.F. O
<br />° . d 2x4 CONT. � n °
<br />' ° ° CD z I1I' -III=III=1 3 1/2"(min.)- 4" _ z _ II5 1 III=III= 31/2 (min.)- 4"
<br />cq a '' . ; °. --m-r _-I =III -III- - 1-r 1„- - -III EI
<br />GARAGE DEPTH VARIES 3 1/2"(min.) - 4" (=III (IIII III=� I I- 3 12'(min.) - 4" =III=III - 11111 IIII � I1 I -
<br />_ _ _-I I -III=111=1I I III=1I1=1 I1=1I I I I1=1I
<br />` a III III III -III -III - III III -III I'' ' I I--1 I-III-III=III-I I -III-
<br />I- =1 I I I rI111 I I III,, ; I I I IIII= I
<br />(2) #5 CONT. 4" 1'-41 8" (2) #5 CONT. 4 1-4 8
<br />GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C C rc C
<br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />ooNS�N�oUs�l
<br />06ECU��
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. f
<br />0 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY �/ co ��N c 2x BLOCKING HORIZONTALLY@
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />TUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION NOTE:
<br />SEE SECTION C/33 FOR 10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />I" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 "
<br />EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3 1/4" TAPCONS 6 x 6 W1,4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#)
<br />1 EVENLY 2X PT PLATE #5 REINFORCING J _
<br />FIBERMESH BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N_
<br />SLATE WEEP SCREED INSTALLED a END OF 2" x PLATE WWF OR FIBERMESH
<br />PER MFR INSTRUCTIONS
<br />=D FINISHED E ° #3 OR #4 REINFORCING BAR D ,
<br />`I 'ct• D D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />° D FINISH GRADE °° [GRADE 60 MIN. Fy= 60ksl] a -III=III=III m . ' D III=III=1 I I=III- o
<br />Z M — — — .p D • 25" MIN. LAP [30" MIN. LAP] Q I -I I 1=III-III III III -III -III -I
<br />K W=1 I I I -I • III-III-1 I I-1 I-1'
<br />°° 6 MIL VAPOR BARRIER -III III o D ° I I=III=III=III=_ °° '
<br />III -I 11-I 11-I I I- #5 REINFORCING BAR R 17/8 11= 11=1 I=1 I I=1 I I=III III=III='
<br />_ N Z ,,
<br />:III —III —I 1= z_ IIII D : I I—III-J I-1 11=1 11= ,- #5 LAP SPLICE — I ,III-1T_I-1 I I=1 I I T I
<br />=111=III=� I I I I III -I I I -I I I-L-1 2 #5 CONT.
<br />:11 I=III-III- N COMP. SOIL. (COMPACTED TO I I I I , ° . I I=III=1 III=1 I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS $„ 1'-4" 8"
<br />-111-IIII' I 95% MODIFIED PROCTOR ASTM �= I I=III=11I=11 =III=III=III ;.11 10„ (TYP.)
<br />I I
<br />:I�,III D1557) -III„1111�IIIII�,IIII�IlI1111I�II�I�II-'
<br />4 1 4 #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG
<br />S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. S3
<br />SEE PLAN 1 1/2" RECESS FOR VARIES 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 />SEE PLAN FOR AT 24" O.C. MAX. „ x • x CONNECTION INFO ° —
<br />- -
<br />I I-III—F' TOP OF BEAM ° & LAYOUT DESIGN ° ° ° N
<br />\R w/ OPT. SEE ROOF PLAN _ _ _ _ _ ° °
<br />M C
<br />NCLOSURE (2) HTS20 FOR STRUCTURAL r _ I IEEE E _1;IIII I I .
<br />47
<br />BEAM SIZE& I
<br />CONNECTION INFO
<br />L
<br />�3
<br />P T 2x 1/2" GYP. BD.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6�1— g
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />0:
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP: BD. w COLUMN SIZE AND BASE
<br />2 1/2" FROM SLAB o uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. M
<br />Ol ° Q CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3
<br />d a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />a` ° SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />' 3 1/2 COLUMN TO PORCH SILLASONRY WALL AND
<br />d GARAGE O.C.00PAD FOOTING
<br />ti ATTACHMENTS & 18/D1
<br />Lam' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />M CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E
<br />J EMBEDMENT @ 12" O.C. TO FOUNDATION PAD E
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' '
<br />PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r�
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT d w/ MIN. (2) #5 VERTICALS oo GRADE 4-
<br />TENSION 120#) CONCRETE SLAB FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c0 -I I=III ° ° °• I=III=I I 1=III=I'
<br />M WWF OR FIBERMESH M o w Lu
<br />w IIlI11I1111 11I (IIII I_IIIII I_II I Lu
<br />z
<br />_ BRICK PAVERS or SLAB PER 0 0 = -III=1 • •' ' °• - - ¢
<br />0 — ° a = _ _
<br />- '- COMMUNITY SPECS "- � ° - `a' � ¢
<br />co 6 MIL VAPOR i'- - I �—1 - _ _ - - - 0'-0" FIN. FLR. I I=I =III=III=III=III I I III=1 I =- w
<br />-�1 1=1 1=I I ,-_ =1 1=1 11=1 1=1 11=1 I I -I I III-111=III-III=III III=I 1=111- ' FOOTING
<br />BARRIER 1L T1 i -11-III-
<br />I=1 I -I I -III-III I I- I I, II I=III=III II I f I ,� I ..III 11 I- BEYOND
<br />III1,, PAD REINFORCEMENT -III-III-I 3" MIN. CLEARANCE
<br />•.•'4 • .a :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />']
<br />4" 4" CONC. PAD INFO.
<br />• '' SEE SCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG. rK )6�8R D COLUMN FRAMINCPATIO COLUMN FTG. DETAIL rN
<br />SCALE: 3/4"=1'-0" S3 SALE: 3/4"=1'-0" SCALE: N.T.S. S3
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<br />LAST PLOT IDATE
<br />Feb. 9, 21
<br />STRUCTURAL
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<br />DETAILS —MONO
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