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12 (TYP.) VARIES INS (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1 (#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. cni� I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" .N.0. 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.141 COMP. SOIL.( — (COMPACTED TO 95% MODIFIED PROCTOR I I III I 11=1 11=I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" 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 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c D 6 MIL VAPOR II � BARRIER TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %"DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND — 14' O.H.D. RECESS d z_ M� —J --- i —vl III -III-- ° a • .. 4" I I o0 a/ 11II1�1- SEE A/S3 0R J/S6-- 'Li1 111i;,1! 111 ' I11. FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 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.) D m ° D 11 IE I I I-1 p -I I Mil I rd I I I �I 11=1 I I —III 1 1 1-1 I I �I Dr (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 N WWF OR FIBERMESH o II Irill :- l8„ 1 1r�, _ _ 8" 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"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK "' ELEV. 0'-0" OIL ILa A.F.F. d. V d. a d... a A a a ELEV.-0'-31/2" A.F.F. p d a a 2x4 CONT. LL ° o a G v d - CD A. GARAGE DEPTH VARIES d GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 11 1"x P.T. STUD #5 VERT. IN FILLED CELL fV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE u Z ° ° �D P° 00 ° ° I-1I1=1I1=III-1I1=1I1=� .D D D °D III —III —III —III —III —III- Z =1 11=1 11=1 11=1 11=1 I I—i I� g ° ° III —III —III —III —III —III N I III III_ —III III-1 � 1-1 � r . �n—III—IIII11111111111111111111II11�,III— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � M —III —1 I I I —III I III—� I C I 1- -11 60 I' I II I111111 , . '. 1�4111� r =1 I I=1 I -� I=1 I I I-1 1 1 I I I<. ._ . [ 1 III 1 1 1' SEE A/S3 0R J/S6 � -I l I1 j 1111111 I -1 1111 r FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 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"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31� /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 ° 0I 1=1 I 1=1 1-1 � 1/2"(min.)- 4" oo ( °� —I —I I MI I I- ' I� I I- 1I —_I 117 III III _ 1I1�11=1I1=1�1 III 1' (2) #5 CONT. I I ;,111 11111111_„I I ;III= 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL aC� STEP OCR SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 112" 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/I 2" (A 0. @ 00 ✓DOS�G�P��'� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. MATERIALS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ROWS OF 2x BLOCKING ,Go (2) @ 2x STUDS @ 16" 0/C I THIRD POINTS INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° ° ° Z D coo D FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER -1 I I III D ° ' �111 I 1 -' #5 REINFORCING BAR R 17/s° - 11=1 I FE111=1 I rm. 1 11EHI I I=I 11=1 11-. Z III D - I I I I I1=1I I —III —III —III- � III=1I I —I 1=1I1=1 US I AP SPI ICF COMP. SOIL. (COMPACTED TO I II I11=III—III- 95% MODIFIED PROCTOR ASTM I=III=111=III=III- D1557) III IIIIII IIIII ,IIII IIIIIIIIIi 111-1 4" V-4" 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. HOLD GYP. BD. 2 1/2" FROM SLAB 010.1 0 CONT. BEAD SEALANT � a INTERIOR 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 M 6 MIL VAPOR BARRIER IIIII IIIII 1 1 I III IIIII 1, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 ?N M WWF OR FIBERMESH �,, a ° K S3 REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 00 _ a I —III —I II-1 I I —III— I I—� 1 1—I I I 4 GRADE #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE I L SCALE:3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 v WWF OR FIBERMESH N I M E III III III; — d 117 :� 41 NII III III III„IIIII IIIII. a M l i _tSEE A/S3/J/S6 -III 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 � D rA CL 1—III=III—III g ' I-1 11=1 I I I I-1 �• w �I- 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 (2) #5 CONT. I I ON 3" CHAIRS 8" 1'4' (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 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 8" I I —I I I—III-11 I I I III •III=III—III TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. r ' �o GRADE d d M = d c� w7=111=11I 1=1I1=1I1=1I1=I' Z w I �—I 11=1 d• —III—III—III=1 I w 0 0 "' = I I II I I I I I I I=1 11=1I 1=- - Z z • a• LL U— I -III III—III—III—III—III = _ OOTING IIIII—=II-- 0 BEYOND PAD REINFORCEMENT ' -� I I—III-1 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 LLJ ILL) o Z w w <C p LL Q rn o J Cn WWW = F- N N j2E Zp � Um w Z gQ NW 0 W W m �� ul = O O LL F- QUO �Q Q F- Z Lu F— W � WO0= F- O� U Z 11.0 ? ul � 7 W0E- wwt U)w W _ �'S HF=- o Q � O0 o W L C -OK U 'a7 M C 4 U) u _Q m cm C Al W � O u g } 0 D �_ s �g �V) w Q: ^`u" N� w rwV (D W ow ui wot- w�¢ of �gdYzw Z wf)��O��t�iU00,_j0 LL Q (� Q <ax-Zw ocojgoZow000no oZ2oOHQ~ 0 O Z U fa jcnww��nLLof< �¢ ow O ¢0w EP¢ - OQ o p2UQ Hw o�< a O CN Z w 0� > (n O 0 F_� M O Q w cy) 2CnLL'It CL co Ir- aU<� Z W w _j0 �� co 0 N 0 N d7 " O O r N� O > Lo O Z Z —ZO N Wwv� 0��o N o 0 LO '> Q Zw~'¢ � F- �� Q ~mOZ W (=�F-=Z v O 3: J Z Z� (Vw C O Z Z IL 2z- C)TI oo d w Z =Ln Z QZ Z U QUa _o W z Z Z w I v uj T_ 0 cm LAST PLOT May. 24, 17 DATE O STRUCTURAL J i DETAILS -MONO