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<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. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR %" GYP. TYPE O @ 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 />2x BLOCKING HORIZONTALLY@ (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.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING (12) 10d NAILS U.N.O.
<br />@16" O.C. W/ (2) 10--0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />16d TOENAILS T & B IF EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (11)
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24"
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR
<br />APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />2x P.T. PLATE 1/4" DIA.
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE E _ 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 />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q Q 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH ``' M 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 />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED ° ° a A.F.F. @ x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4
<br />a a ° ` 24" O.C.) ATTACHMENTS 2"
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION _ a _ _ _ _ e . WWF OR FIBERMESH WWF OR FIBERMESH
<br />(2020) RESIDENTIAL =III=III=III=1hA_1i1'%6I
<br />I1=III—III—III- Q e 4 ° . „ z 31/2" MIN. 3 1/2" MIN.
<br />1=III—I I —III a °' ELEV. 4-31/2
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<br />=1 I=1 I=II°.. ° A.F.F. o
<br />�-° - - - I ° e 2x4 CONT. __'
<br />PRE ENGINEERED WOOD -III ; I I I, I II I III=III=III-III=III=III=III=III=11'" ° ° ° ° .°. • ° o _ 6 �11=III=III=1'31/2"min. - 4" z I I I -I I I -I I I— 131/2" min. - 4"
<br />z
<br />TRUSS @ 24" O.C. U.N.O. — — r ° a' °. ° r ( ) _ ( )
<br />HURRICANE ANCHOR @EACH =III III=III=1 I I=III I I=I I I I LI I I ° a i I° a N--r„-rfi=-I, — ° aD = I =III=III--�r,—m— ° aD = I=I I I =I I I-
<br />I I IIIII I III 111 II uI I II 1 II I II i,I I I, GARAGE DEPTH VARIES 3 1/2 (min. 4' III —III III III �I I I 31/2"(min.) 4'
<br />12 TRUSS (SEE UPLIFT SCHED.) W/ 8" -1I�'I = 8� _ —I
<br />- ° .. ; `' ': ° °� � v � °' °:' a _1 I I, � � I I I I=1 11=1 11=1 I I III — III I''- 11=�L' YP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER (2) #5 CONT. I 4 1 = it Ii i i�Ii Ili i it I8I; (2) #5 CONT. 4,I I IIIII i�I46i IIIII l (= I8I-'
<br />SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN.
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION ��_ �_ �� „_ ,_ „ TYPICAL BEARING WALL STEP SHEARWALLrc C CC
<br />Sill SCALE: 3l4 -1 0 S3 SCALE: 3/4 -1 0 S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3
<br />ELEV. VARIES
<br />INSULATION BAFFLE ALUMINUM DRIP �c�s
<br />EDGE
<br />5/8" OR 1/2" HIGH - ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -\0
<br />STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ecs
<br />BOARD PER CODE (OR 5/8" \1ZN.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
<br />W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \� c°N INTERVALS NOT EXCEEDING
<br />SCREWS @ 7 O.C. 8"x8"X16" KNOCK -OUT NOTE:
<br />10-0 (11 11)
<br />CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION i
<br />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 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />CHART ON FLOOR �� �� �� �� � 5I8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />8 C,M.U. TYPICAL BOLT INFO. 5/8 x6 J' BOLTS BOLT 3RD LAYER 10' THICK. 10d NAILS
<br />PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 "
<br />1x2 P.T. HORIZONTAL (IF NO UP LIFT ON @ 2x P.T. PLATE
<br />TYPE "S" MORTAR WALL SEE GGlS3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />NAILER MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#
<br />(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. SAP] #5 REINFORCING SPACE ANCHOR
<br />STD. 90-HOOK (SEE DETAIL) BAR
<br />w/ (10) 10d NAILS FIBERMESH F BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />�, WEEP SCREED INSTALLED
<br />TYP. 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH
<br />ARCHITECTURAL ci PER MFR INSTRUCTIONS
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D ,, p.
<br />1x2 PT WD FURRING @ 24" O.C. ' GRADE N ° ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a -
<br />r a p FINISH GRADE °° [GRADE 6o MIN. Fy= 6oksi] a -III=III=III I m . ° ° L I I—III=III=III- o
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ,' Z M — _ — D D 25" MIN. LAP [30"MIN. LAP] Q =III=III=1 I ° III I I =III —III-'
<br />(SEE FOUNDATION PLAN FOOTING MONO SHOWN ° c —� i—III=I = J - I=III—I I III —I ° o ° III I I I=III—III=1
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<br />1x4 P.T. BASE NAILER III —III —III —III —III —III- Z III ° ' I =I I I=I I I-ll-I I I- ,- #5 LAP SPLICE I—'III=III=III=III III=III II I-
<br />�_ D o ° I —III —III —I I I —III —III —I I I I I . III=III=III—III I (2) #5 CONT.
<br />NOTE: a ° ° ° III=III—III=III—III—III- III D ° 1=III=III=III=1 I 3s" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS „
<br />3 1/4" BASEBOARD I *FOR BEARING WALL —I COMP. SOIL. (COMPACTED TO —II 1 -4 8
<br />=1-1 1=1 I 1=1 1=1 I li 95°!o MODIFIED PROCTOR ASTM I �—=III=I I=III=III=I (I=III=1 I 10„
<br />MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY — — — _'
<br />III=III=I I I=III=III=III=III=III=III=III=III=III=III=III=III=1 I 1 D1557) -III � IIIII � , I I I, � IIIII � ,I � 111,I I I, � �� 11—
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MIN PSI MAY VARY PER o -III-1 I I=1 I 1=III=1 I I=1 11=III=III=III=III=III=III—III=III—�'' 4" 1'-4"
<br />MUNICIPALITY. `�' 4"x4" INSPECTION PORT AT 1j�=11I_III-, III„1III11iIIIlll� IIII ;III III=III-1L1 #6 LAP SPLICE TYPICAL INTERIOR BEARING
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<br />W14XW14WWFOR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
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<br />TENSION 120#) CONCRETE SLAB
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<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
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<br />SEE PLAN FORjill TOP OF BEAM &LAYOUT DESIGN �
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<br />LAST PLOT DATE
<br />Mar. 23, 23:.
<br />STRUCTURAL
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<br />DETAILS —MONO
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