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12 (Typ') VARIES (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(415) 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. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING' BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA j W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 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 WALLBOARD19L (1) #5 VERT. IN FILL U.N.O. CELLS (SEE 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 TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .E r °° � r, � =III=III=1 I � , 6 MIL VAPOR r BARRIER I , D a 1 1 IIII N COMP. SOIL. (COMPACTED TO 959/6 MODIFIED PROCTOR III III I I I=1 I I=1 I I I I ASTM D1557) 3" (2) #5 REBAR CONT. MIN. CLR. ON 3" CHAIRS TYP. 4" 1'41 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" 83 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS \ BLOCK WALL BEYOND 14" O.H.D. RECESS � z M� SEE A/S3 0R J/S6 --'- -I I I I I I I I I I i 111 I l i 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR M1 GARAGE DOOR SLAB RECESS (J., SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I —III —III —I � p ° -III—III—III I III�ILo- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" 0!C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 N WWF OR FIBERMESH -1 I 1=1 I 1=1 11- IIpa ;- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEE SLAB & BLOCK CY' ELEV. 0'-0" e a 4 A.F.F. (R .e . C7 721. ,. z e... a A o a 4 a ELEV. -0'-3 1/2" Ao e.a a a . .e ._ 4 2x4 CONT .,: ....a _ .FILL e a - d Ia. .. 4. e. Q ed e N I` GARAGE DEPTH VARIES `' e a .. , a. d G GARAGE SLAB AT STEP rB l SCALE: 3/4"= V-0" 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH 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.) (ALT: 1/2"x12" TITEN HD @ 24" O.G. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 31/2" MIN. T. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP H W20 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 1/2"(min.)- 4" (2) #5 CONT. 4'11 V-4" U.N.O. MIN. TYPICAL BEARING BEARING WALL�STEP�SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" ✓OW 11� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO p s Sl'61RE NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE WIA HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/I 2" (A 0. @ 00 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. MATERIALS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoN�o S 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS 1"x P.T. STUD INSULATION PER CHART ON SN1 #5 VERT. IN FILLED CELL 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 C`4 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO TOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR `" 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED � PER MANUF. 13 OR #4 REINFORCING BAR GRADE N ° ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z ° D M ° FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° p _°° .� °. °O 6 MIL VAPOR BARRIER -1111 I I111 0°° I I —I I I —I I i—I I I—_ °° ° I=1 I=1 I=1 I=1 I=1 I=i ' I I 1 1 I I °' III—III—i I i—III— N z #5 REINFORCING BAR R 1 7/8 III—III—III=III—III—III- z III o I I=I I I=111„1 I l� d I 1 r #5 LAP SPLICE D° I —III —III —III —III —III —I I I I I III —I i I I 9 III —III —III —III —III —III N III o°°. I I —I i I —I I I- (=III=1 COMP. SOIL. (COMPACTED TO -I I 111-111-111-1 _ 95% MODIFIED PROCTOR ASTM ' �- I VI I IEE II1=1 I 1=I I M I I=III- -III-1 I-111=11 I=11 I=11 I=III=III=III=III=III=III=111=III-1 I I D1557) 1 1 I I I —I I I-1 11=1 I I 111=� 11—' I I-III=III=III=1 11=1 I I-1 11=III=I I IEE I I=1I I=1 I I-1I I=1 I I—' 4" 1 �4° FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESSIzr CV M ViaOP . 4 —I I I —III 1'11111111111 . I=4 I .- �IIIIIII � e. IIIIIII SEE A/S3 OR J/S6 I l �i i 11 l 1, 11) 11, i illl- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J 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. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB Vol,-CONT. BEAD SEALANT a.`. " . INTERIOR 2X STUDS @ 24" O.C. U.N.O. a. � -31/2 �,. n 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 c TENSION 120#) CONCRETE SLAB 6x6W1.4xW1A N M WV`dF OR FIBERMESH ;) N� � I —III I 1=1 I 1=1 111 !' I III M 6 MIL VAPOR = I II I II I� i=III—_III= 11 BARRIER I —III —III_ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 1011 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 31/2" nin.) 4" 00 REBAR DETAILS F SCALE: N.T.S. 6x6W1.4xW1.4 WWF OR FIBERMESH a . d a GRADE —_1=111=111=111=111=111=III _ 1'i iIEEiTIEF ) #5 REBAR w/OPT.1 1-'SCREEN ENCLOSURE1II=f—I =11=— II =f 1=I MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r IWWF OR FIBERMESH J M E a � f a T1=III=III; '1 00 -1 = 11 III III III-1 I I III . r I'll a 11�I ---- 111— SEE A/S3/J/S6I811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-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 o D W CIL I I=1 I I-1 I 6 p. I� I I —III —III I g=1 I I I I —I ui ' —III, ;IIII 11111 I I=1 1 L 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. FOR WALL 3 @ 3rd PTS (1) ROW 2x BLOCKING.@ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5!8"- EXPANSION BOLT @24 1'O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r I M D II —III III—II1- o III III—III=III=' r- (2) #5 CONT. I I I=I I I=I i l., ,, I FE.1 I 1=1 11 ON W CHAIRS (TYP.) 8'1 V 411 811 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 _E CONT. FOOTING STEEL MAT REINFORCING. 00 GRADE _ a __ ° M = .Q --Q� W z lz- w I —III —I III —III —III —III w w (0 111 O= I I II I (IIII' .. LL U — d. d d — — —1117 M ^� < ' I I —I - III —I—III—iIIIII-IIII—III—III=I III ,II ...III-III=— OOTING ='— BEYOND 11--- 3" MIN. CLEARANCEPAD REINFORCEMENT ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN� SCALE: N.T.S. S3 < =w� w 17- O Z w w< o Waco w = � o > 2 zp O� Of S V wzm o > -• Z m r cw FH AV Q _ �00 w ,. z >.z Z) 'k T Lu O w uJO� U Z } < w,4 2 7, %" ��// N- 2 ma's^ S A• > O SIN` LO � o W L 'o u co CN a N U 0w A M A, 0 i W � 2 o O u- o X Q U p O "U) U w Q� Q) F- "I L. Q a 00 a � HLL Q WJ Qz,XZ wof- iz WW Z o0o U o oQ �o"o <mo-, omz�¢ z � -W WIQ -jw�zwowcoO <QoQ <Q Jn>OO z a< LL <OW o Z) Zu-p aQ<u- on u- O Z W 0 I— 4 >_ (n O F CM O z Q � M U? LL 'It Q W Q ILo M T- 00 Q Z V z w w J O CO N O 0 N 6 CV 4 o O N N > (D r > ' Z z L)Wwu� LL.I U I - CD Cro �� 7 Z I—O�� Lo .� ZW~a H HW ~m0Z uj (3:�-=z O v Z 3 J rI %ZW OQ2z r w 00 ULOzz a w Q rl Z z �QO U ®U � MO W � < Z Z z W N O LAST PLOT DATE Oct. 10, 17 Z O STRUCTURAL — J i DETAILS —MONO - � � —rr�� i-iiT.w- ruu.cu J ��AY1 uu>:r,i.ioiu,-eu r..nui.iiaia ri.ram..�ni.,ar•.,,�u" n. I I