|
2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE iV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3"
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.)
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
<br />PER SECTION R905,1.1.1, ITEM 4 OF THE FBC 7TH EDITION
<br />(2020)-RESIDENTIAL -III-I I —III -I m
<br />1=III-III=III I �
<br />. ' 1=III-III-III-I o
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH -III III=11 f
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (13302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />.6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH `''
<br />°I --I will --ill -
<br />I
<br />- I I —I I I=1 I I III —I I i
<br />12 TRUSS (SEE UPLIFT SCHED.) W/ 8 -
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1
<br />ELEV, VARIES
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA
<br />STRENGTH CEILING \12'N 0 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT
<br />SCALE:3/4"=V-0" S3
<br />5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (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 /s 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 />OL
<br />S.P.F. DOUBLE CONNECTIONS. 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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />JL1/2" 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 />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302,11)
<br />IF 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON 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. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x F.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />IL 1a' A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />° 4' � @ 24" O.C.) 2 ATTACHMENTS 2"
<br />WWF OR FIBERMESH
<br />• d WWF OR FIBERMESH H
<br />3 1/2' �Z � 3 1/2" MIN, � 3 1/2" MIN.
<br />d � ° • d'' a'p. d' 0' q . ELEV. - - Y {�-
<br />a a d 2x4 CONT. a. ". A.F.F. O o, p o. p'
<br />° •.., <. o z I I=1 I=1 =I LL
<br />3 1/2 (min.)- 4 z _ I I I=I 11=1 I I= � 1/2 (min.)- 4
<br />d C\I..° . d. ' 00 ,- - =fT1= 4 •. -I -III=1 I- - - •' - I -I I -I 1-
<br />GARAGE DEPTH VARIES 3 1/2"(min. - 4" I I 1=III _ I II I I Tl II II I I- 31/2"(min.) - 4"i-
<br />' ` 4 11 IEEE 11_ 111=111=ICI=ICI I � 1=I
<br />„I I I II � II I I I; ,III, ; , I I , ; ,III-
<br />(2) #5 #5 CONT. 4 1' 4 8, (2) #5 CONT. 4—IiI,_41,1 I 8
<br />K'B� U.N•0• MIN.GARAGE SLAB AT STEPTYPICAL BEARING WALL MIN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C @ CC
<br />SCALE: 3/4"=V-0"
<br />112" 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" O/C EDGES, AND 12" O/C FIELD,
<br />"SHEAR WALL"
<br />SCALE: 3A"=1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />PGs
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M30
<br />W/A HABITABLE ROOM V8.'x8"X16"
<br />HEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ \GM�\N�o�s
<br />ABOVE) W/DRYWALL KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \``�/ °N
<br />SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. Vx P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE:
<br />CEILING & 8" O.C. WALLS SEE SECTION C/S3 FOR
<br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />INSULATION PER SEE CC/S3 OR - N LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />CHART INSULATION
<br />FLOOR G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. ° SIMPSON SP1 w/ (10)
<br />8 C.M.U. TYPICAL BOLT INFO. 5/8 x6' "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS
<br />PLAN PLATE WASHER TYPICAL
<br />(IF NO UP LIFT ON @ 24 O.C. VERT. OR @ K.O. BLOCK
<br />1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE
<br />NAILER (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />*SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING J
<br />STD. 90-HOOK (SEE DETAIL) - BAR
<br />w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BOLTSMAXM
<br />TYP. 2x P.T. PLATE o END OF 2" x PLATE
<br />ARCHITECTURAL PER MFR INSTRUCTIONS
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 P
<br />1x2 PT WD FURRING @ 24" O.C. ' _ GRADE ;, ' ' ' ' p z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a
<br />1/2" GYPSUM WALLBOARDEl� (1) #5 VERT, iN FILL CELLS MONO OR STEMWALL ". p z c� — — — ° D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a
<br />(SEE FOUNDATION PLAN FOOTING MONO SHOWN — 25" MIN. LAP [30" MIN. LAP] Q it I-1 I-1 I p .
<br />cG —III D C 'I lip I
<br />-11=1 -III - w 1-I 1=1 I III -I
<br />U.N.O. P p C 00 D p p 00 � I_ °
<br />FOR LOCATIONS) FOR CLARITY ° — — — — — 6 MIL VAPOR BARRIER 1 I III ° I 1=III=III=1 I I=_ - R 1 7/8„
<br />1x4 P.T. BASE NAILER
<br />U)
<br />3 1/4" BASEBOARD
<br />U-
<br />IM
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />a
<br />MIN PSI MAY VARY PER
<br />-
<br />MUNICIPALITY.
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />W1.4XW1 A WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />r-'
<br />00 �
<br />M I II=III=1 I
<br />6 MIL VAPOR
<br />D
<br />D I
<br />E0
<br />—I = = z -
<br />BARRIER IIIII
<br />," a I I II I
<br />I
<br />• III=
<br />`�
<br />COMP. SOIL. IIII
<br />'
<br />(COMPACTED TO 95% -I I
<br />I I =III=III 1=
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR 11 I
<br />I I III —III —I I III
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT.
<br />3" MIN, CLR.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O. 4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y2"
<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.
<br />RECESS �. z
<br />TMA.
<br />J
<br />-' 1 I I 1=1 11=1 I I '��• `• -
<br />-111,7
<br />-III-I � I -I I .;�d:'•. • : ° :' - -
<br />-I 4. 00
<br />I=1 I 1=1 I = I I-
<br />�III-III •°.�' •,�':: ' III -I
<br />IIII a.•:�'::''.: III='
<br />SEE A/s3 OR J/s6II I II,I I I; 11111111=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION,
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1A N
<br />WWF OR FIBERMESH
<br />I I -III -III -I I I
<br />III I I I=1 I f=1 I I—' r
<br />_ _ I -I 1 I I III —III —III —III— #5 REINFORCING BAR 1— I1-III—III—III I I —III I I —I I I
<br />I -III -III -III � ; _ N z I I _
<br />' °' '� III -III -III -III -III -III- z IIII o� I I-III=1 #5 LAP SPLICE
<br />o. p° I -III -III -III -III -III -I I I I I I I I • :IIIII III III III I 1_
<br />NOTE: g. ° ' III-III-III-III=III-III= N o ° '
<br />*FOR BEARING WALL 1=III=III=III=III=IIII 9OMMODIFIEDCPROCTOR ASTM I �I I I =III=III=III=1 1=III=III-
<br />TO
<br />W/ UPLIFT ONLY _ _ _ _ _ _ — — —
<br />I I I-III-III-III=III=III-III=III=III=1 11=1 11=1 I I=1 I I-III=III-III D1557) LI II I I I I, �,I I I IIIII ,I I I IIIII III 1-1
<br />=III, ;III-III-III=III=III=III=III-III=III=III=III=III-III-1' 4° V-4"
<br />III -III -III" -III I�II�II�I1 11111 I�1 !_MJ ...ICI-IiI.
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />° ° ° ' GRADE
<br />a
<br />00 1 —I rI—= = I I ==I � � • —I � �—I � I —I � I—� � �—I
<br />(1) #5 REBAR w/ OPT,
<br />11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE:3/4"77, S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS � d.
<br />M
<br />N
<br />4,::
<br />..;
<br />Cl)
<br />-161 p
<br />.A'
<br />.•
<br />1=1II=11
<br />00
<br />SEE A/S3 OR J/S6 -I I II I
<br />�111=_,III
<br />11111111=
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />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 />n,_n„ ¢ CONT. BEAD SEALANT
<br />�-A INTERIOR
<br />a. .
<br />d ,
<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 6 MIL VAPOR
<br />BARRIER 1L 1L 'Ii =1 I I —III=
<br />-I 11=1 I-
<br />'=,11111,11111,1IIII,IIII
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />-
<br />36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />(TYP.) 8" 1'-4" 8"
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL w/ UPLIFT rG
<br />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
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO �� , ° —
<br />SEE PLAN FOR
<br />TOP OF BEAM &LAYOUT DESIGN
<br />d ' I I1-1I I III; N �-
<br />SEE ROOF PLAN _ — a ° a °
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & N' I I d IIII I
<br />CONNECTION INFO M i 11 III-
<br />III=
<br />PLATE 2x4 #2 SYP P.T. FRAMING w/ =1 I I III III -
<br />III III, ,I I'
<br />B PLATE
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4" 1-4+= _ - 8" Virtual Review Assn
<br />O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. ns Review completed 2
<br />E w O SCHEDULE OPTION #1 for compliance with the 202C
<br />° ¢ SEE TYP. WALL SECTION FOR ADDITIONALby Debra Anne III
<br />COLUMN LOCATION Q
<br />w SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=V-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"0" TAPCONS AT 8"
<br />WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILLASONRY
<br />O.C.00
<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 />W/ DR SCREWS 8"O.C.
<br />@
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD d
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 z
<br />GRAD
<br />d °
<br />d
<br />r,
<br />FILLED SOLID (SEE PLAN FOR
<br />- _ _ =
<br />a d' _
<br />6 x 6 W1.4 x W1.4 �,
<br />SIZE AND REINFORCEMENT)
<br />0 �
<br />III=III
<br />' ° '
<br />°•
<br />°•
<br />(=III= 11=III=1
<br />WWF OR FIBERMESH T
<br />"
<br />z w
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<br />—III—III=II— i w
<br />1=1 11=1 11= z
<br />°
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<br />-1 I =
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<br />COMMUNITY SPECS
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<br />I -III
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<br />-III=1 I I= w
<br />III III=III=III=III=III III=III=III FOOTING
<br />11-III-III-III-III ,I I-1I1-1I1= BEYOND
<br />PAD REINFORCEMENT-7' -1 I I —III —I I—'
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN
<br />SCALE: N.T.S. 1,,13
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<br />LAST PLOT DATE
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