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12 (TYP.) VARIES IN 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3"\ ZN 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' PITCH > 4:12 D , (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT EI I I=III= I m s ' ' I I-III=1 LI=III- FOR ROOF PITCH 4:12 OR LESS. '►-ll I C I -I I � l_ D • J 1=III=I � I=JJ=1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. "1 ;III=III-111-III-1 I-III-f I -I I 1=1 I ,. I I III -I I I� I -I I III -III I I -I HURRICANE ANCHOR @ EACH -1 I =III III -III -III -II M I I- I'' TRUSS (SEE UPLIFT SCHED.) W/ 811 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACF' END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD „° ",, „ 5/8 x 10 J BOLT @ 24 O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" OL (ALT: 1/2"x12" TITEN HD @ 24" WEDGE ANCHOR 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 A.F.F. 0 211 O. 24 O.C.)'x10' WWF OR FIBERMESH ELEV. -0'-31/2" o �31/2' MIN. A.F.F. o D ° U- N D D °,f.f�=1'31/2"(m1n.)-4" 00 31/2"(min.) - 4" 1=1 II- -I (2) #5 CONT.l 1 4.I I ll�l l`I 11111 111 1 � 1, U.N.O. 11�" MIN. TYPICAL BEARING WALL (,@ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PGS' SyE�s� 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 II=111--III= '31/2"(min.)-4" ;0�'� _III (311(2"(t.-III 1111 I- -I I I=1 I=I 1' 1=1 I FEI I-1 I I m I I '' I-III-L=III II I -III-' (2) #5 CONT. 4y� I -I �i,4611-I .11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE:3/4"=1'-0" �S3 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS c 31/2" MIN. '-SEE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ ,� M��N�o s EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 SIMPSON SP1 / 10 �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHO I (10)10d NAILS � FIBERMESH WEEP SCREED INSTALLED a BAR2x BOLTS 6" MAXw/ ARCHITECTURAL TYP. T P.T. PLATE - c� PER MFR INSTRUCTIONS w END OF 2 x P FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D 1x2 PT WD FURRING @ 24" O.C.-� ' ` GRADE D . D . - GRADE 40 MIN. Fy= 4oksl a a N z_ #3 & #4 LAP SPLICE ° D FINISH GRADE 00 M [GRADE 60 MIN. Fy= 60ksi] co m (1) #5 VERT. IN FILL MONO OR STEMWALL Z cn — — o D 25" MIN. LAP [30" MIN. LAP] D 1/2" GYPSUM WALLBOARD ° g —, i I— g i I I 1=III—III CELLS (SEE FOOTING MONO SHOWN ° o' —1 I I=I —III W=III I 1=I D • U.N.O. FOUNDATION PLAN FOR CLARITY D o' _ _ _ _ _ °O 6 MIL VAPOR BARRIER —III I D ° I I=111=1 I I=I 1 °Q ' =1 I -1 I 111= ° °' T #5 REINFORCING BAR R 1 7/8 " 1 i= 1 =1 I I= FOR LOCATIONS) ,' � D °D 1=III-III=III=III=III=1 I III I 1=III=III=I I =111- N Z #5 LAP SPLICE - 1I III=1 1x4 P.T. BASE NAILER ° D s 4"x4" INSPECTION o. o° III-III=lam llT 1 I=1 I I- z ' I 1 I I • III=11 1� I-III-III-ITI=III-III=11 III-1I1=1I1= 31/4" BASEBOARD PORT AT EACH NOTE: BEARING WALL III=T=III=III=III=I I Ii- i� COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL I=III=III=III=III=I I Ii- ° _ _ _ W/UPLIFT ONLY _ _ _ _ _ __ -_ __ - _ 95 /o MODIFIED PROCTOR ASTM �- 11=I I I=1 I I=I 11= 1 I=I I (=I � 1 MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR I I1=1 I I-1 I I-1 11=1 I I=1TI=1_TI-1 11=1 I-1 I I-1 111=1 11=1 11=1 11=1 D1557) 1111I I l I I=, lI I1 111 11 I� � 1� I I- MIN PSI MAY VARY PER -I I I_I I I=1 I I -1 I f-1T_I=1 I I-1_TI-1 I I -I I I-1 1 1==111=1TI='' 4" 1'4' MUNICIPALITY. TO CUT BLOCK OR POUR -� I I -I I ICI I �1 ICI Im1 I1 I1n1 1m1 Imp I I I I- CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1 4XW1 4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6° SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. CV � ° D I Z ill�i; 6x6W1.4xW1.4 DI OPmin,24" WWF OR FIBERMESH 6 MIL VAPOR BARRIER I � II I D , D C I I I Z iv °. ° ' v GRADE —I I • • III— T ° • COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III III III —III —I I I I II ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. �1'4' (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5 )/2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS 'T z 14" J 1117 11=1 I I 4 I I OP 11! '. e . � � • • 1L 1 -I I �I I •y. I -I 11= SEE A/S3 OR J/S6 I ll, I I I II �,I I I 1111 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STOR)j / 1' 8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1=1 I JEEI- I 1-1- - = - - - - - ° _ III —III III —III —I ' -(1) #5 REBAR w/ OPT. ' 1=1 11=1 I II I I II I I I I 1=1 11= 11='SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS I I=I I . •a .^: • •' ' ' " I 1 -III-IIIOP 1_�I 1�—I II I -III : '. �• :. I' 41—I 11= '11 LU. •° ��•� �� 1 IIIIII II �~ IIIIIII� _I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT Q INTERIOR 4. a -3 1/2" a" v CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C E 00 =v _ _ .I � 1= M 6 MIL VAPOR � �' I I -I BARRIER ' =,1 I I 1111 I II 1 II I I 111 I I I; 11' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c _ WWF OR FIBERMESH M E ° P '. IIII�1�I' 4 (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP] =M�e ON 3" CHAIRS 8" V-4" 8" 101, (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3!4"=1'-0" S3 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. MAX. CONNECTION INFO ° ' - SEE PLAN FOR 7v TOP OF BEAM & LAYOUT DESIGN ° ° - _ e III III III- N d' SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & d CONNECTION INFO `"' � I I ° •. III: 2x4 #2 SYP P.T. FRAMING w/ -III III-1 I I ITI-T , ,1T- MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 q-+� fi Ir-T 8" z ATTACHED PER NAILING FOR REINF. IN. OPTION #1 w a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 :o. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD `..� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN c, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0o Z RA 1 E M FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH SIZE AND REINFORCEMENT) 0 � Z= _ I=I I=I °' °• I ��I I I —I i W w III=III I I I-III=1 I II °') - - ° n, n" r1111 rl o AL BRICK PAVERS or SLAB PER /-COMMUNITY SPECS O w a i o o X:-I 'l U I=I i - • - ° • °• - Z - - - - z . •. II -I -III-III-I-III II 111-II = FOOTING 1Tf�T=LTf--off =1Tf I- I I, I I II I I I I I II i ill' �11 ...III -III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i N O n a LO co Ln yam'+, l• .-I � { UJI a f L o \.s ' w 0 z Q n, AW'0 L 0 1"o E MrNi N V -0 -00 _- m c :) 6 t o ir 8 R a r p� z 0 V W aN W cO E i •9 v � a 0 a W W 0 vi w 0 I- W I'-Q J ofQ�QYZw Z a=XJcn03x�LLV000�� Q Q 0 <0 ZLW y0220 I-•¢~ mono oyoomgz a (� 0 Z tr -joMz cOzzLLoW0c� fn 0 Q��O��_�wp�L) 0w oQZq�a O= a ILL O fV OW (! � n >(J')C)O Q O J V) I L z < W ce IZ U � 2 ' -1 Q Z Q 00 I- Z � w �C) J N to In CO O a O O N O N O N O N O N O N O N N O O O N 4, 0 0 0 0 0 CD 0 O cV 0 O CD 0 CDL `- 0)N > � 1 0 0 M 0 4 0 In 0 CD 0 ti Z Z O cW Uo (q o Q Oa=Q Lo - � — Z Z LL =°�°=z Ix J F— Z J V Q zIrr-1 a Z z W O�Mz M� Qw U U) Z z z = a O ~ ■ � Z U g OV O a m a z Z Z J WN � N LAST PLOT DATE o Apr. 27, 21 STRUCTURAL . z Q J DETAILS -MONO