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12 (Typ') VARIES (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE I (#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL �-SEE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CUNT. CHART ON SN1 FILLED SOLID W/GROUT 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E Nr cV nD - Z co M00 6 MIL VAPOR--/ffll r="Ll BARRIER I , D a l l II -I I ° • III- r COMP. SOIL. a - - (COMPACTED TO 95% IIII I I I II—III11= MODIFIED PROCTOR III III III —III —I I I I I ASTM D1557) 3" (2) #5 REBAR CONT. IN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-- \ BLOCK WALL BEYOND 14" O.H.D. RECESS z M a. 4 SEE A/S3 OR XS6-� -Ill III -III I I FOR REINF. INFO. III I 1-I I 3"MIN. CLEARANCE 1' " (1 STORY) / V-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. 2x #2 SFF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) D � I -III -III -I m D -III-III-III I � D I. ; III„I 11111111„11 D� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE cV 6x6W1.4xW1.4 WWF OR FIBERMESH II III=1I1=1I1=' r 1 8„ 1 -• 1 W .-, , ,r, . 8,,.-. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES J IL 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-0" OIL A.F.F. °. . ' ° Q a' a . ELEV. -0'-3 1/2" 4 2x4 CONT. ° a: =, A.F.F. 0 LIL O N GARAGE DEPTH VARIES A. GARAGE SLAB AT STEP rB l SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED NO 0) GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN o p ° o ° 0 FOR CLARITY °" D _ D ' D D I-III-III-III-III-III-� I-III-III=III-III=1I1=11 � NOTE: ° D IEll -III-III-III-III-III= N *FOR BEARING WALL 1=I I I=I I I=III=III=IIII ; r W/ UPLIFT ONLY III=111=111=1 11=1 11=1 11=1 11=111=1 I I -III -I 11=1 11=1 11=111=111-1 -III .-1 I I -I 11=1 11=1 11=1 11=1 I I -I 11=1 11=1 11=1 11=1 11=1 I I -I 11-' ' I -III -III -III ;IIII II I II IIII 111 111-III-III=11'- HI FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" S3 SLAB INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS A M ' 04 �... . M � ' I � I - � J 11-III-I ',' •.. � ¢ �:.' wA 00 I=1 I I=1 I a."' r4' 11=1 r SEE A/S3 OR J/S6 J -I I � 1111111 1 � I III 111-I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) 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 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH , E ° 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE USP SPT24 CONNECTOR 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 1) ROW 2x BLOCKING @ MID HGT. F OR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON SN1 EDGES, AND @ 12" O.C. @ FIELD SP SPT22 CONNECTOR 5/8"x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2" MIN. D ° . p=1 I I=1 I I; ni 1/2"(min.)- 4" 00 -I -ICI-ICI. 31/2"(min. " 11=I I 4. =11 1 11 1 I - 4I- -111-1 I- 115111 111=111-11I=111 I I-111 (2) #5 CONT. I I I; I 111 1111„I I I-_, I I 4„ 11 11 O„ U.N.O. MIN. TYPICAL BEARING WALL (@ STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 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 USP SPT24 CONNECTOR 5/811° 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.) 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON SN1 --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH _ C* 31/2"(min.) - 4"-111-111 _ I 11 El I IEEII I I-11 (2) #5 CONT. 14,; I I i � 11111 � 11-J11 11I11 1 11 ''If f U.N.O. MIN. T\ffr%1 r%A1 r%rA 111\1n 1A/A1 1 /'1 /1T1�11 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIALS 1 1GN�NU�S 2x STUDS @ 16" 0/C l - INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -USP SPT22 @ EA. STUD 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR N �• D \ D ' ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] -III=1 -III 6 MIL VAPOR BARRIER -1 I I III D ° I I=111=III=III=_ - R 1 7/8„ I I I -I I I=III-] 11-_ #5 REINFORCING BAR III D : .11=1I1=1I 1=1I1=1I I- � Z VS I AP RPI ICF COMP. SOIL. (COMPACTED TO IIIII D . - 11=III=III= 95% MODIFIED PROCTOR ASTM ' �= 11=III=1 I I=1 I I� I I I III=III- D1557) III „IIII 1111„111„II1111111=„III-1 4" T-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2,> HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" D.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C, STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESH M 6 MIL VAPOR =_= 11=1 1=1 I, L =1 11=1 11=1 11=1 11=1 11= BARRIER IiI—IIIII IIIII... Ii111iIi1111- 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" d GRADE ° °° 11=1 I_I=1 11=1 I I-1 11=1 11=1 11=1 I I ----- _ =I 11= I 11=III=III=III=1 I I III I I I I I I (1) #5 REBAR w/ OPT. ' I -III -III -I 11= 11= I I=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N Cl) d ri e. III III bo 111; aIF . IIIII , M II •. -III- III- SEE A/S3/J/S6 =1 I I , ,III I ICI_ ,I I III .. I 8- FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K�-M� SCALE:3/4"=1'-0" S3 1 /2"(min.)- 4" SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE w =111=1 I 1=111 6 D . 1-111=111-III g ' I -III -III I I -I � • ai � II —II II-1II— (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 - WWF OR FIBERMESH r d III-111-III-III a . III I � I_I � I'•- 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' co00 GRADE a ° -_ - - a. CD w z z I-- W I -III -I _ III -III -III -III W 0 w n w -I I=III " I I 11=III=III z 00 LL R Mz 1 =III=111-III=III I I-111=111 =- w I I III -III -III -III -III I I I -III -III= ' FOOTING 11-III—III—III=III 11..111-III—' BEYOND PAD REINFORCEMENT . ' -III-III-I I-"'- 3"MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rn T = W w w Q Q (0 N W d Q = w0W Of U 0 OW J N r- w �Z�J - trL�+ pip LO I— Z JJ^ �( E- o W Z �,� ., HOW �' Zr va �: y 1. cz �Ii=0 W 0 F- 0 t y `,'� xi t, 0 0 W F- W o J d. > 0 m uj LJJ > I— F— E W L 0 °7 � CC N W a '- - N M N CO co A' E W L t -. O S �o v �N w Qd E^ o a W (D W � LI as w 0 F- W~ Q Q� IX z of Z 0 IX LL V 0 0 J o Q O J L L ¢ ¢ v f n Q0o z�,�oz��o�a¢ 00mZZ C10 � CYCprz9Oz a 00Z -r�C�ZYa_Zz�p¢o ¢~ILL wo��cn_�Wo�U�¢ 0 OQ = LL O ��Q, Y Z Q Lo O N Z 0� >_ (n O M I` if ) �f��ti Q W Q LO tl _M Q>-Q00 Z 0 F— W W -1 0 O d0- 0 N o� N 4 o � L a) O O UD O Z Z ZO Wu> ww- 0 Uo�� J HWW2 W �ua.I=Q —_ �^ 1- 4 vJ U. ~WOQ = Z Q (=�I— v O J Z rn V 2 M Z W -ZZ11.0 N LU 00 O a W O a M U�QZU, .. z (V �Qo Z U U a MO W � Q z z J T o 0 LAST PLOT DATE Dec. 21, 16 O STRUCTURAL 1_II DETAILS —MONO