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2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) • 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d • 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH :4:12 AND ATTACHED PER (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITIOt' (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED .n . PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL I I-- — . p ° —I — i— q PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH z �� — 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 - ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" BOARD PER CODE (OR 5/8" 12 2x S.P.F. STUDS @ 16" O.C. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. 1"x P.T. STUD CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT SEE CC/SS OR N #5 VERT. IN FILLED CELL INSULATION PER G/S3 FOR ANCHOR CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLAN 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR NAILER TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N Zx P.T. PLATE ARCHITECTURAL TYP. FINISH ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° R � R FOR LOCATIONS) FOR CLARITY ° 00 n. 1x4 P.T. BASE NAILER M °p D e nD �_ I I 1 Z 11.— III I I I� —JZf_ N NOTE: ° o.12 31/4" BASEBOARD FOR BEARING WALL Ir MIN. 2500 PSI CONC. SLAB a W/ UPLIFT ONLY MIN PSI MAY VARY PER I I �T11 ,=� i11- - MUNICIPALITY. Cl) 4"x4" INSPECTION PORT AT rill CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD "FIBERMESH" TO CUT BLOCK OR POUR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" CURB DUE TO SLOPE SLAB INFORMATION. S3 E � °°00 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR �_ ° - _ = z_ min. 4" CN BARRIER ; I> ,� 4 I I a 'v GRADE COMP. SOIL. • = ao _ • (COMPACTED TO 95% - - - - - r MODIFIED PROCTOR I I I III—III=I I I -NOTE: EXTEND DECO FINISH _ _ - - - -(1) #5 REBAR w/ OPT. ASTM D1557) 4" tc, 6" BELOW GRADE I =1 I (=1 L- =?r, 1 =Sq EF, ENCLOSURE 3" MIN. CLR. �-� � � " � f1-'' (2) #5 REBAR CONT. 4''ON 3" CHAIRS TW 1'4" (1 STORY) STD. 90 HOOK U.N.O. 1411 V-8" (2 STORY) (SEE DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT PAVERS/DRIVEWAY 13 CONCRETE SLAB 14' O.H.D. RECESS d PAVERS O.H.D. RECESS z r CV a ,; •• T ��L�—III 1 � IMF .~ T SEE A/S3 OR J/S6 —`_I I I Tn 1 F7 11 I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--'- -IL[ I li �,1.1. Ili i LU_ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH p D N ° D: T 6 MIL VAPOR BARRIER II p ° 1 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ELEV. 4-3 1/2" h FZ— 3 1/2" MIN. (2) #5 CONT. --/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 2x STUDS @ 16" O/C TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS —� �31/2"MIN. MIN. j) SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH •• • a 11 II l� 11 11 11 U �A U�'� 11,-11��1 II 111� II � • • .. SCALE: 3/4"=V-0" CC S3 INSULATION PER FBC AND ENERGY \ �Go ��N�a"' 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24" SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N WEEP SCREED INSTALLED BAR o END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU D ° z #3 & #4 LAP SPLICE GRADE 40 MIN. F7411sill aFINISH GRADE °O [GRADE 60 MIN. F 25" MIN. LAP [30"MIN. LAP] g �� TT�TTf D — TTT T �1 LLLj j j _ _ �ITILTT T U.1 O0 1 II � I- I I I—. #5 REINFORCING BAR R 1 7/8 1-111 111 - -I I I —I I I—I11= r #5 LAP SPLICE LTf-1_T�1TI I l�--I Tf[- (2) #5 CONT. COMP. SOIL. (COMPACTED TO -1 I _ -1�� I I 36"MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 114" 8" 95% MODIFIED PROCTOR ASTM �- f I-�-I I 10" (TYP') D1557) 1—� 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS KT� WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. QS3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALM INTERIOR d. _4' d y. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB mom" 'P t` Ev — N j I i — - - I 4T M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. M x CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN a — TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL — — a : ° < d — - (2) HTS20 :' BEAM SIZE & N I CONNECTION INFO LI o) - I I- i 8 I�• zXa P.T. 2x4 #2 SYP P.T. FRAMING w/=I I I �� 8 7 6TE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �` o.s.s. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL LLJ SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE 00 o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :o: O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS �° 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN ch CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo K GRADE 4- FILLED SOLID (SEE PLAN FOR - — — a .a' 6 x 6 W1.4 x W1.4 r WWF OR FIBERMESH SIZE AND REINFORCEMENT) _ z = ? M - ° °• -I �-( w , ~O w LU I I I-� I —I I —I I z =I a BRICK PAVERS or SLAB PER o o = I 1 ! • a - -r - - - - - - 0'-0" FIN. FLR.� COMMUNITY SPECS " U) - ° - 11 TION INTERIOR WALL SLAB STEP •N-BRG. M!, TAPERED COLUMNFRAMING I 1= r OOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAR 0 9 ,0L0 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O 04 a , � '•i 3 LO O ifrti�q�� tc� ' tJ . �. �, . y-C�..'ii 00 In 4. w w 0 z ^N W > O o 0 W L c -0N u y cM ,M 5 - « M 0 2 p LL g N Q t t3 •nN` V uJI c W L p E -{ W LURom<O �L WLU 2 O Wes¢ IJ ��¢z~ = xNvo�o U O DUXJUz �Z��J¢Q MZLL Q 19OLLILLJOCCOOmZ= jnZ�_ _UC¢0 JO �O( V)OZ U�a ¢w 'Ea¢LL QWF- �s � � ¢ LL0 O O fV Z W 0 � � V) C:) �M O Q M Li I CU0 rL - tl�u z W Q In10!aM Q V Q 00 I-_ Z 3 W Jo N O N O CV O O co M 11 c� ao ao 0 o O r- O N O N O N O CV O N O N O N O O CA O O O CV A O 0 ' LC)�.-Oo0o •L > O N M d' In CO 0 I- T�T v M Z Z o v V W (n O� moI-- _Logo O LU �a LO -0 z Zw~a ~Cal W it 0Z Z J a �..�Zcr Z Z 2 00 0a>-� O Z UZ �a0 Z U a OU 0 W � z Z z W J W O co ` LAST PLOT DATE > Nov. 30, 22 , 0 0 Z 0 STRUCTURAL J DETAILS —MONO