|
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 />1/4" DIA. X 3 1/4" 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 N
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<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-III-III-I
<br />PRE ENGINEERED WOOD I-1=III-IIII-II-II„II-III' 1=1 1=IIIII==II-IIIIIIII-==III-IIIIIIIII -=�
<br />III-I�IIII'
<br />TRUSS @ 24" O.C. U.N.O. D
<br />X611PI,11IIP=III=III=11II -III=II
<br />II
<br />'
<br />-III III -III -III -III III -III IIIII I I
<br />HURRICANE ANCHOR @ EACH -I I IIIII III IIIII I IIIIIIIi l iI 11= I �'
<br />12 TRUSS (SEE UPLIFT SCHED.) W/ 8"
<br />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 G
<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 --� `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 e BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />GARAGE
<br />ABOVE) 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 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 104" (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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5l8"x10' WEDGE ANCHOR NSULATION 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/ 1MPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE —SIMPSON SP1 wl (10) 10d NAILS
<br />r 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. U-0" (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" ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />°
<br />°WWF OR FIBERMESH
<br />a a z 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" MIN.
<br />d ° ° ° A d ELEV. -0 -3 1/2 h i= -
<br />° ° d ° d
<br />a a ° .°d 2x4 CONT. A.F.F. o—
<br />° — I'
<br />° d n —I n n
<br />° °° 4; a o z p ° -III=III1; 131/2"(min.)- 4 z o ° 11 I=I I C=I 11= � 1/2 (min.)- 4
<br />° Q ° . a N =1 =III=1 I I - - - - - I -III -I I
<br />Q• d ° °. 'fT1-fT� o •.
<br />° GARAGE DEPTH VARIES 3 1/2 "(min. - 4" I I=III I I III I I I II 11- 3 1/2"(min.) - 4"=1II=1II — I I I �IEEM
<br />I
<br />=III=III I III-1I I-1 1=1I I III-111� II'' ° ° —1 11=1 I I III-1 I I-1 I-1 I I III-1I I� I''I- = 1=1 I=-
<br />4 °
<br />fl�-I I -III-III-III-I I -III- I. , , I I III-III=1 I -I
<br />(2) #5 CO NIT. 4„ 11--4i —I i _ 8„ (2) #5 CONT. 4„ I I—i i i,1 I —III 8„
<br />GARAGE SLAB AT STEP ( B� U.N.O. MIN. TYPICAL BEARING WALL MIN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C @ CC
<br />SCALE: 3/4"=V-0"
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7116" OSB MIN.. PLYWOOD SHEATHING _\0 -
<br />STRENGTH CEILING 12" .N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ens'
<br />BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD.
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 0M
<br />W/A HABITABLE ROOM SII
<br />HEET LOAD BEARING OR INSULATION PER FBC AND ENERGY Go jN o`�s
<br />ABOVE) W/DRYWALL x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT
<br />SCREWS @ 7" O.C. BLOCK W/ N CONT. KNOCK-OUT
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f
<br />CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />- #5 VERT. IN FILLED CELL
<br />INSULATION PER SEE CC/S3 OR N 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 HOOK DETAIL
<br />PLAN 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<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
<br />NAILER
<br />*SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP]
<br />STD. 90-HOOK (SEE DETAIL) SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING
<br />w/ (10) 10d NAILS �I WEEP SCREED INSTALLED �\
<br />ARCHITECTURAL TYP. 2x P.T. PLATE C PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR
<br />FINISH N z #3 & #4 LAP SPLICE _ 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE u ° GRADE 40 MIN. Fy=40ksi
<br />° D GRADE 60 MIN. F - 60ksi
<br />(1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z �, — — p ° ,. FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [ Y ]
<br />1/2" GYPSUM WALLBOARD ° —'=III=I =I
<br />(SEE FOUNDATION PLAN FOOTING MONO SHOWN ° o
<br />U.N.O. u p i > p ° o0
<br />FOR LOCATIONS) FOR CLARITY ° — — — — — 6 MIL VAPOR BARRIER i III III A. I I=III=III=III=_ T R 1 7/8"
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />Q
<br />rr
<br />MIN. 2500 PSI CONIC. 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 />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />M
<br />6 MIL VAPOR
<br />ao
<br />BARRIER
<br />III
<br />, 4
<br />I IIIII
<br />g
<br />I
<br />III=
<br />`"
<br />COMP. SOIL.
<br />I II
<br />(COMPACTED TO 95%
<br />-I I
<br />=III=III
<br />11=
<br />MODIFIED PROCTOR
<br />III
<br />I I III —III
<br />—I I
<br />I I
<br />I NOTE: EXTEND DECO FINISH
<br />ASTM D1557)—/
<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 />1'4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />L4-V-8"
<br />(2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE:
<br />3/4" = V-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" O.H.D. RECESS d
<br />PAVERSN —ir �M z
<br />2
<br />. ,-III=III=III=III "� J ° • III=1_I 1= � I _ �
<br />-III-III-I I .; a, •. � • : „ _ -
<br />1—II- I I_ ,-
<br />=�=I I . •�. I -III=
<br />SEE A/S3 0R J/S6 - 1 li l 11 l li � 11 l l 11 �111=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />GARAGE DOOR SLAB RECESS J,1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />=III-III=III=III=III=1 I, I I I III -III -III -III-, N Z #5 REINFORCING BAR
<br />° III -III -III -III -III -III- Z I _ _ #5 LAP SPLICE
<br />°. ° I=1I1=1I1=1I1=III-IIIII II II • III -III -III -III ;I
<br />III —III —III —III —II —II- �I COMP. SOIL. (COMPACTED TO IIIII , a . 11=III=III-1 I —I I„�I •,ICI I ,M,
<br />1=III=III=III=III=111�,' 95 MODIFIED PROCTOR ASTM-II-III=111=111=111=III=III=
<br />=III=1 11=1 1=1 I=1 11=1 I I=III=III-I Tr,- D1557) I I I I IIIII IIIII IIII IIIII IIIh� 11-'
<br />II-III=III-IIIII-III-II1=1II_=I 4„ V-4"
<br />111111=IIIII II I_I-_I I Jill ('I
<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"=V-0" LS3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />°° =II_1=I-I=III=II=II=III=II1 '=1 I 1=1- - - -
<br />1==III=III=III=11 I I I I I I I (1) #5 REBAR w/ OPT.
<br />' I —III —III —I 11= 1= I I=1 I I— 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 d
<br />M '
<br />I=III=11 4 ••
<br />1111111�I11 •�. 11111II'
<br />I
<br />SEE A/S3 OR J/S6 I11 IIII-
<br />FOR REINF. REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL 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 SEALANT
<br />a ¢
<br />°. INTERIOR
<br />t'
<br />aA .
<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 />c
<br />M 6 MIL VAPOR —
<br />_III JI I�;II =III=_►II_
<br />BARRIER III=1 I =1 I -III=III-� I I_
<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 />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 />W D
<br />J
<br />Cn -III-III-III m 6.
<br />i=1_TI=III-III
<br />co
<br />—III=III III=1
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-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 f C _
<br />WWF OR FIBERMESH r, .
<br />III -III -III -
<br />III III —III==' :-
<br />(2) #5 CONT. 111�111�1 I I; ; ; I 1-1 I I;I
<br />I l=
<br />ON 3" CHAIRS
<br />8„ 8.,
<br />10" (TYP.)(21�_0106121 QV
<br />—1
<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. CONNECTION INFO �,N ° —�
<br />SEE PLAN FOR Ah
<br />TOP OF BEAM &LAYOUT DESIGN
<br />a _
<br />71
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL r LI, III III III, ;IIIII a' IIIII
<br />BEAM SIZE &
<br />CONNECTION INFO ch - I I ° I I I-
<br />2x4 #2 SYP P.T. FRAMING w/
<br />=III III„1111=III � I
<br />MIN 7/16 O.S.B. SHEATHING
<br />SEE A/S3/J/S6 „III, ,
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />it
<br />¢
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />>
<br />w
<br />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 />.,.
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />� MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />.a.
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />—
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />[E
<br />]1/2"
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />W/ DRYWALL 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 />K
<br />GRADE
<br />d °
<br />FILLED SOLID (SEE PLAN FOR
<br />=___ __ =
<br />a d
<br />6 x 6 W1.4 x W1.4 C.I
<br />SIZE AND REINFORCEMENT)
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<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. �3_
<br />JUN 2� 7 2023
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBI: 7th Edition
<br />by Debra Anne Klahr PX2300
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<br />NLAST
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<br />May. 8, 23
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