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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " ``' ELEV. 0'-0" OIL O.C. OR 5/8"x10' WEDGE ANCHOR PITCH > 4:12 0 ° A.F.F. @ 24" O.C.) 2" (2) LAYERS TYPE I OR TYPE II ° ° ° 4 (#15 OR #30) UNDERLAYMENT —I I �1 I �I�I m ° /rj__r:N11::1r I I= I =II= 11= z 31/2"MINFOR ROOF PITCH 4:12 OR LESS. I I �I I I I I I I I� — I �'° ° a ' °ELEV. -0'-3 1/2"z � r a a a PRE ENGINEERED WOOD III I I 1 �I° A.F.F. O — I e ° 2x4 CON o.. LL b. TRUSS @ " '—''11=1I—�I 11=I ° C . -A _ CD HURRICANE ANCHOR @ EACH ICI I I- .4 a ; d I 1. ' a d ' a a ° N � 31/2"(min. - 4" @ -III I II II I II I H 11— GARAGE DEPTH VARIES a — _ TRUSS (SEE UPLIFT SCHED.) W/ a . _III= —I I III=I METAL PL. UNDER EA. TRUSS " 4. I I= —1 I , „I IF � MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GAF AGE SLAB AT STEP B TYPICAL BEARING WALL Cc NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALI : 3/4"=1'-0" "SHEAR WALL" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 S3 RM TION INFO A . ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E� v ` I N - r` ° D 1 Z °° M D 6 MIL VAPOR I r I I I� I I II 00 - z BARRIER I D 4 I I D, • I I— 04 COMP. SOIL. �- (COMPACTED TO 95% I I I MODIFIED PROCTOR I III I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS -I//- O.H.D. RECESS z --- —_j i. III= 1= 4" II co e. SEE A/S3 OR J/S6 I 4711 I I ICI I I „Ili I IT 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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS - TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 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 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12) 10d NAILS HGT. FOR WALL HGT. s X-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z1E_ SHEATHING W/ 8d COMMON NAILS @ APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK @ 6" MAX FROM END OF 2 x PLATE - 5l8"° x 10" "J" BOLT @ 24" O.C. W/ N 2"°x3/16" PLATE WASHER (TYP ) 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD v #5 VERT. IN FILLED CEL _ N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT 0 1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE D ° .°D . D D- Ix J ° 11 I I III 1 I 1=1 I-1 I I- D°� I —I I— I I —III —III —III —I I g• ° P II�IIII�IIIII�IIIIII; ��-1 _11III_1 i1 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE °° I Il 1_I_=_9 1 F-9 I =1 11=1 I IE.EI 1=1 III — — — — - -1 (1) #5 REBAR w/ OPT. 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 E tV ' M :. ••� "' —I I I� I l�.l � •.•....'�...�., `—� III=� I � I 1 � —I —III-111� .• < . ' .i.� : 1— I I Op I IL id �.. I IIIII� .•y._ � ; � Illli SEE A/S3 OR J/S6 I =1 I I I I IIII „ 1111j1 III - FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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 1 c E ° TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH w/ (2) 16d TOE NAILS @ EACH END (U.N.O.) (OR 8 GYP. TYPE X @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ - (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < F-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" MIN. D SHEARWA SCALE: 3/4"=V-0" •�NJ� S -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 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 -SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS 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". —4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH �31/2" MIN. I d'31/2"(min.)- 4" co 1I- 31/2"(min.) - 4" I I� I ° _ —� I —ILA I II�II�II�III IIII (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR � PER MANUF. #3 OR #4 REINFORCING BAR c�\I ' ' ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T D FINISH GRADE °O [GRADE 60 MIN. Fy 60ksi] 25" MIN. LAP [30" MIN. LAP] 11=I 11= — I - 6 MIL VAPOR BARRIER -1 I I I I o I I=III=1 11=1 11= O0 111=11�1 I FE] 11=• T #5 REINFORCING BAR R 1 7/8" —� y I P: 11=1 I I —I I I I li II I I� r #S I AP SPI ICF I II � �• III II � COMP. SOIL. (COMPACTED TO -11 1 95% MODIFIED PROCTOR ASTM ' I I I-11� I I=1 I ILE 11�11=1 11= D1557) 111 ,1111111111�.IL��Ih TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q INTERIOR - . -3 1/2" .&, V A °` CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Co 00 - " ;t I'rlll-1 M 6 MIL VAPOR i' = - -_ BARRIER 111I 11 I 111'I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE ZZ�1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 �+ ' `WWF OR FIBERMESH ) 'd' K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /ta TOP OF BEAM 2x4 P.T. PLATE g d 7116" O.s.e. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z co � w J g w o w w cf) NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE - O p w a. a. :11�—TiT—I I m 6 1=IIIII_ 3ul ' I —I i I —I 11 I I —I • (2) #5 CONT. =1 I FI ON 3" CHAIRS 8" 1'-4" (TYP.) SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER o COMMUNITY SPECS \p\\i,�p�\i/\\p� I I i�i\p\ice\i/ i O i//✓/ IF (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. c E 6x6W1.4xW1.4 �;, WWF OR FIBERMESH M 1 I I—III-111=1 I I I—F r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 t t a)" oerlace cno VARI 1A14 A .. IA14 A "v J � OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS On S.G.D. i M SCALE:3/4"=V-0" \L S3 MASONRY WALL AND 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `�" ' ( M 00GRADE— d ) d. _" c, �� ;,. � I .LEI z w —i I I=1 I I —I I i=1 i I=III W 0 0 u)= I I IIII- • .� . •. . a.. I 11=III=III - z z L- L) — ° ° d — = co =1—ILII=II II II1=I I— — -FOOTING � 0 I-1 IL -I II I I ...III-1 I I— BEYOND 'AD REINFORCEMENT ' =111—I I 1=1 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 = W w H w >Q > J = Q = N W m� woo Z cM Ow J may, . Q w C9 J �0 Z Q .� -� dk w -1.ALO CO O H Z i f+y < UJI F 0m la KZ zQw u_?O_� w � u- 0 "adG ; t `e 0 W 0 J CD LU ca Z Z - -��a' W LU C7 _ W cn • - s�' CO W ®Z; 's o —0�w HH Q rIN > Q ^ o W L .o M u M c, 5 N V CO e M E _O .� Q •� O LL g � Q iUa�-� .N u Lu Q� EM rn W 7 L 0 ^ a a o LLl W OW wFo-Q <,MJ w0 1MYZol z (� Q 0 Q F- ��XJ�0�w�u-0O� �� zw. cyu)wgOLu—zOZROOmZz JO 0z20 �QE= 0 O Z JOa�z -jaa0wYd ujzo�¢O a- -Wz� va U) LL Q0W mHf2 0W o mow` Q 0QzgQ¢ 0 �-i O N O F— >U))o z 0 � co o Q M LO 41, U- z �6M a>_Q CO z U I— z Lu W _jC) O CD N T_ °° N N 4 o O O O O O 9 NL(, o _ P11111,411 >> LL Z Z _ O w0�> W N U��o z � 0 Oil zw�Q (< Q =M=Z uj LL Z 3 J � 1�1 z� �Zz >r oa � 0 c/) z �ZZ • • r z �QO Z U a OV o W Q Z Z z Lu N r > LAST PLOT Apr. 3, 18 DATE Z O STRUCTURAL J i DETAILS —MONO