|
2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />r
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH
<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 -III -I D I I-III-I� I I -I
<br />1=1 I I -III -III I ° � � � I I III -III -I 11=
<br />I=III-III-III=1 D • 11=III-III-III ;I'
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24 O.C. U.N.O.
<br />IN III -I I-III=111 I I I -I I FEI I I -I
<br />HURRICANE ANCHOR @ EACH -I I iI Ii III IIIII 111111111I1 II 11- [ �'
<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 />7116" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rGG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 SCALE:3/4"=1'-0" S3
<br />ELEV. VARIES
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<br />5/8"OR 1/2" HIGH STRENGTH �VEAC.1
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF � `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8'0R 1/2 HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM END (WHEN PARALLEL) GARAGE
<br />.) (OR /a GYP. TYPE"X" @ EACH END (WHEN PARALLEL)
<br />ABOVE GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<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 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 />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP,) NOT EXCEEDING 1U-0" (R302.11)
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (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 />x 10" "J" BOLT @ 24" O.C. W/ SIMPSON 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. 0'4' (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 />4 @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />°. WWF OR FIBERMESH WWF OR FIBERMESH
<br />° ;a Q . ELEV. -0'-3 1/2" 3 1/2" MIN. 13 1/2"MIN,
<br />° v d 0
<br />a. e a 2x4 CONT. A.F.F. o P °.
<br />° D D
<br />N z D el
<br />=131/2 (min,)- 4 z I II -III -III= 31/2 (m[n.)- 4d a° - IGARAGE DEPTH VARIES a 3 12"(min. - 4" I I=I I i 3 1/2"(min.) - 4" 1�=� — T_ —111=1 I I I I I-I11=I 11=1I'1 I I, IIIIII-III-III I1 11 I-III-J-I I -I I(2) #5 CONT. I—I—I—I(2) #5 CONT. 4 I I $
<br />4 1 -4 8
<br />GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALLK'"C� @K*'CC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _�\v
<br />STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Po5-
<br />BOARD PER CODE (OR 5/8" 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M
<br />W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ N ors
<br />ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \`�✓ °N
<br />8"x8"X16" KNOCKOUT SCREWS @ 7" O.C. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION
<br />CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />INSULATION PER SEE CC/S3 OR ��„ LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />CHART ON 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. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8 THICK.
<br />PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK
<br />1x2 P.T. HORIZONTAL (IF NO UP LIFT ON �°
<br />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
<br />NAILER (6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR
<br />ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS
<br />FINISH ASSUMED FINISHED 'E ° #3 OR #4 REINFORCING BAR
<br />III n GRADE ;, �- ° D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi]
<br />1x2 PT WD FURRING @ 24" O.C, a s D ° D . FINISH GRADE — GRADE 40 MIN. Fy= 40ksi
<br />1/2" GYPSUM WALLBOARD (1) #_'5 VERT, IN FILL CELLS MONO OR STEMWALL z M — — — p D• 25" MIN. LAP [30" MIN. LAP]
<br />(SEE FOUNDATION PLAN FOOTING MONO SHOWN ° P °
<br />U.N.O. FOR LOCATIONS) FOR CLARITY D P — — — — — °O 6 MIL VAPOR BARRIEIRI ITIIII I (III °e. ° I=I I I=III=III=_ 00 R 1 7/8"
<br />I III III III III
<br />1x4 P.T. BASE NAILER
<br />U)
<br />31/4" BASEBOARD
<br />U-
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />MIN PSI MAY VARY PER
<br />-
<br />MUNICIPALITY.
<br />co
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W! 6X6
<br />EACH FILLED CELL TYPICAL
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />r'' °
<br />D
<br />`0
<br />M I
<br />II=III=I I'
<br />I
<br />6 MIL VAPOR
<br />BARRIER
<br />I
<br />I I I=
<br />r
<br />COMP. SOIL.
<br />I II
<br />(COMPACTED TO 95%
<br />=I I
<br />I I —III=III
<br />11=
<br />MODIFIED PROCTOR
<br />I I I
<br />I I I 11=1
<br />11=1 I
<br />111
<br />NOTE: EXTEND DECO FINISH
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT.
<br />3" MIN.
<br />CLR.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE:
<br />3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS � z
<br />^M
<br />-11 it l l-I I I 4" I 00
<br />•'ll-III .a ��, '::�• III -I
<br />�I I I ITI �: •. � I � II 11=
<br />SEE A/S3ORJ/S6�1111j IIIIii111 II 111I1=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) /'.'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />LLI D
<br />U
<br />a.
<br />=1 11=1 11=1 I 6 p.
<br />a.
<br />w 1-III-III I I=� D •
<br />co
<br />' —III=1 I I III=1 —°
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 V-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 />6x6W1.4xW1.4 C _
<br />WWF OR FIBERMESH
<br />II -III -III -III- o
<br />;-
<br />°.` D. PD. I=III=111=I11=1 11=1 1=1 I I — N z #5 REINFORCING BAR it I I I —I I I—i 11-1I I
<br />I-III-III=III=1 I =III- Z 1 I I I 11=1 1=1 I I i 11 111 i 11 li r 2 #5 LAP SPLICE I I I 1=1 11=1 1=1 I I I I I=1 I I III I-
<br />_ 2 #5 ONT ' -III=III=III I I=III I -
<br />D°� � I -III -III -III -III -III -I I� I I I I �• III -III
<br />NOTE: ;. _ _ _ I I=111=III=
<br />g 11I-III-111-I -111- I F `" COMP. SOIL. (COMPACTED TO
<br />*FOR BEARING WALL 1=III=III=III=III=1 I I1' T 95% MODIFIED PROCTOR ASTM ' �I I I =III=III=III=I I I=III=111=
<br />W1 UPLIFT ONLY III III—III-1 I I —III III —III—'
<br />III=III=III=III=III-III-III=III=III=III=III—III=III—III=III=1 I D1557) I —I
<br />-IIIII-III=III=III=III=III=III=III=III=III-111=111=1I1-1 4" 1'4'
<br />1il-III-III-,,III,�,111111111ii1II1,�,III,,III III -III -III
<br />FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WV1'F OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00 -1 I_I= I • —I I —I I —I I —I I-1
<br />1= I i1 -(1) #5 REBAR w/ OPT.
<br />1=1 I I -III -III- 11= I I.- 1= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3, S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />13°
<br />--i r O.H.D. RECESS
<br />•'-' I I -1 I � I 1=.I I I� I, .�.,.. °: '�, e� I I 1=1 I I I-�-T,
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<br />I -II � � III-'
<br />III °', I —III
<br />SEEA/S30RJ/56----IL�IIIIII jpI1,, 111�1111
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS // 7
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0° J CONT. BEAD SEALAN
<br />a b. Q
<br />INTERIOR
<br />P.
<br />4a a °�
<br />. a-
<br />b < '
<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 />°° E
<br />N III-
<br />M 6 MIL VAPOR - —T�
<br />BARRIER
<br />36" MIN, LAP [36" MIN. LAP] ON 3" CHAIRS 8"
<br />101,
<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" 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, x CONNECTION INFO ��; °
<br />SEE PLAN FOR & LAYOUT DESIGN
<br />TOP OF BEAM °
<br />SEE ROOF PLAN _ _ _ _ _° a' : ° ° a : °(2) HTS20 III I I III;
<br />I_I-III=III=1I1-1I I 11 I1-
<br />FOR STRUCTURAL -
<br />BEAM SIZE &
<br />CONNECTION INFO M l I I ° IIIII
<br />III-
<br />2x4 P.T.
<br />PLATE
<br />d �ns
<br />O.S.B.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />-III III=1 I I=1 I I I III I
<br />MIN 7/16" O.S.B. SHEATHING
<br />,III,
<br />SEE A/S3/J/S6 4., j + — "- 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />=
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />g
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />W
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<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"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />.a.
<br />O.C.
<br />PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />.�
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C.
<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 />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />e0 z
<br />GRAD
<br />d °
<br />C.•;
<br />FILLED SOLID (SEE PLAN FOR
<br />_ __ __
<br />6 x 6 W1.4 x W1.4 \I
<br />SIZE AND REINFORCEMENT)
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<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />MAR 2 5 2fl23
<br />Virtual Review assist, Inc.
<br />P14es Review completed and apprnyad
<br />f6f 0M0114"te with the 2020 FRc 7th Ed
<br />tV 0+eh+ra Aaae Mahr PX23
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<br />Dec. 15, 22
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<br />STRUCTURAL
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<br />DETAILS —MONO
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