|
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 />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 />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE
<br />04
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 -
<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
<br />1Ji1J1_
<br />L_
<br />p 6_1F161
<br />r!i
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH Ii
<br />12 TRUSS (SEE UPLIFT SCHED.) W/ 8„— a 16-
<br />_-
<br />tmt
<br />I I I -
<br />(TYP-) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" 0'S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT GG
<br />NAISN1 ING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />- ELEV. VARIES
<br />TLJ
<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 />(UkO.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ BLOCKING @ 12" Q.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O,) (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 />S.P.F. DOUBLE CONNECTIONS. ABOVE) 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 />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" Q.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NO EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER IHOR
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION 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 FOUNDATIO
<br />„° „„ „ IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8 x 10 J BOLT @ 24 O.C, W/ IF NOTED, THIS REFERS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND W2x P.T. BOTTOM PLATE
<br />OIL A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.)2„ x 6W1,4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4
<br />a' 3 1/2"MIN. WWF OR FIBERMESH 3 1/2"MIN.WWF OR FIBERMESH
<br />I
<br />d ° ,'° d ELEV. 4-31/2' I -
<br />a 2x4 CONT. ° 'El
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<br />1/2 (min.)z II�[T ]�T�_1/2 (min.)- 4" C �
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<br />(2)#5CONT. m�nr�I;'�T� 'rr� 4„ ni�Trr�rrr r�r8�`
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<br />GARAGE SLAB AT STEP U.N.O. MIN. TYPICAL BEARING WALL MIN.STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C �rr
<br />SCALE: 3/4"=V-0"
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOARD PER CODE (OR 5/8" �1ZN.\01'.x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0"S, 3
<br />�V"5
<br />cr,cup`11v
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C
<br />W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY o.M`"'�uo�5
<br />coN 2x BLOCKING HORIZONTALLY@
<br />ABOVE) W/DRYWALL EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
<br />„ 8"x$"X16" KNOCK -OUT
<br />SCREWS @ 7 O.C. 2 ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION -'! NOTE: 10'-0" R302.11)
<br />CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1 x P.T. STUD O SEE SECTION C/S3 FOR
<br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/$" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />INSULATION PER SEE CC/S3 OR C�.I LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR „° ",, „ „o „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />CHART ON FLOOR 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL
<br />BOLT INFO, 3RD LAYER 1/8' THICK. 10d NAILS
<br />PLAN (IF NO UP LIFT ON @ 24" O,C, VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA, EXPANSION BOLT @24 "
<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) 1Qd NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />NAILER (6) 1/4"x3 1/4" TAPCONS 3500#, MIN, TENSION 2600#)
<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 SPACE ANCHOR
<br />STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />TYP. 2x P.T. PLATE END OF 2 x PLATE WWF OR FIBERMESH E ,
<br />ARCHITECTURAL PER MFR INSTRUCTIONS
<br />FINISH ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR p °
<br />1x2 PT WD FURRING @ 24" O.C. GRADE n ' ° . GRADE 40 MIN. Fy= 40ksi a
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<br />MONO QR STEMWALL
<br />(1) #5 VERT. IN FILL CELLS M — — c P' 25"MIN. LAP [30"MIN. LAP] I— p _r
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<br />U.N.O. FOR LOCATIONS ° A, °� p o0 6 MIL VAPOR BARRIER ° � I— - -
<br />FOR CLARITY - - - - e. R 1 7/8" I —T
<br />1x4 P.T. BASE NAILER
<br />31/4" BASEBOARD
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<br />MIN. 2500 PSI CONC. SLAB
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<br />MIN PSI MAY VARY PER
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<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
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<br />- NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
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<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT.
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<br />V-4" (1 STORY)
<br />STD. 90 HOOK
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<br />4"
<br />1. V-8" (2 STORY)
<br />(SEE DETAIL)
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<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
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<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />—III—III—III—III—III-I — IL ILT 11-1 #5 REINFORCING BAR I- I I II I -1- III -III III-I� I �,
<br />° IT(=1TI=TTI=1 11=TTf ITI= D TJ1—LTI-1Tf=1 I I- ,— #5 LAP SPLICE I I f=1 11=1 1=1 I I III —I I I I I—
<br />• (2) #5 CONT. =I I 1=III=III III=III
<br />T, m 1-
<br />TI f=Tl ( T11-111=T( 1Tl N ( 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'_4" 8"
<br />_ COMP. SOIL. COMPACTED TO _ _ _ _ _ )
<br />95% MODIFIED PROCTOR ASTM �- I 1—III— 1—I I —I =III=III=1 I I 10" (TYP.
<br />—1_ll--lll—III—T—III-Tl1=Tll=1—LI- I I D1557) -III I II I II I II I II II I II I II I II I II I I;�--�.I I I T
<br />4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />i I�I i II I�I IJJ ,l I I -III— IT' #6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G
<br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" S3
<br />SLAB INFORMATION. �7
<br />6X6WIAxW1,4
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<br />min.) 4
<br />GRADE
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<br />REBAR w/ OPT.
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<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
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<br />SEE TYP. WALL SECTION FOR ADDITIONAL
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<br />P.T. 2x 1/2" GYP. BD.
<br />„ HOLD GYP. BD.
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<br />SEE DETAIL 16/D1 FOR
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