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——— — — — — —I (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH I 1x2 PT WD FURRING @ 24" O.C.--/j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSU 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE"I @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL Aal (1) #5 VERT. IN FILL W 1/2" GYPSUM WALLBOARDS - CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) o 1x4 P.T. BASE NAILER Clj 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH 2 FILLED CELL TYPICAL N MIN. 2500 PSI CONIC. SLAB c� AT GARAGE CONTRACTOR �; MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 00 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE: EXTEND m W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" LO "FIBERMESH" BELOW GRADE N C > N r °D r _ ° - Z 00 I = N Cl)v - D I 00 6 MIL VAPOR o BARRIER o t> • • — Z�1 T o COMP. SOIL. II ° N (COMPACTED TO 95%- �' MODIFIED PROCTOR .0 ASTM D1557) 3" MIN. CLR. z (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 00 OPT: DEPRESS SLAB 5 Y" 1.o DEEP AND 6" BEYOND - E DOOR TO RECEIVE = PAVERS / DRIVEWAY `g CONCRETE SLAB Cz 41 PAVERS 00 L" BLOCK WALL BEYOND 14 -[ rO.H.D. RECESS �.11 lg I f SEE A/S3 OR J/S6 ---I 1 11� i I 11►= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 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 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR , A.F.F. @ 24" O.C.) 2" ° ° �31/2" MIN. a °t ° a ELEV.-0'-31/2" Z — a ° a ° 4 A.F.F. o � '. 2x4 CONT. a a ° U- ° ° ° C d ° 9' a CD 00 D °. 11111:. III IrlTlra° a I"(min.), I 1 I - GARAGE DEPTH VARIES t I fir I I I8 -. "° (2) #5 CONT. -I 4� 1-4� l— ' 18 TYPICAL INTERIOR BEARING U.N.O. MIN. WALL W/OUT UPLIFT (oGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB 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.) 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 (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 z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH I Cl) 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 " x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"11/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE �—III;,III��III��illi�,lll„kill,- III -III- 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 00 GRADE 1) #5 REBAR w/ OPT. >CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL"'� SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS E �. A M ' y.' .71 II�RMI —.:.: •t�l—Ifs" II a 4„ 1 T I SEE A/S3 OR J/S6- - -I i I I I I I r- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH ----- 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END a „ GYP. TYPE „X„ @ / (U.N.O.) (OR (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ WWF OR FIBERMESH 1/2"(min.)- 4" 00 GON SEGU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ��Eo NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. �Go NN�o 5 (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C THIRD POINTS ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° „„1 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK IMPSON SP1 w/ (10)10d NAILS @ 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 r WEEP SCREED INSTALLED BAR E PER MANUF. #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ksi, ll FINISH GRADE °O M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy I 6 MIL VAPOR BARRIER I t> D ° I I I— — O0 R 1 7/8 #5 REINFORCING BAR i#.fi I AP F;PI IrF= COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I I II I I I I RMT I D1557) I liF—II iif r-11I- 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. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol r_ • J CONT. BEAD SEALANT INTERIOR °° ° -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° C � Cl) 6MIL VAPOR BARRIER - =1 III III III 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 E ;• 6x6WlAxWIIA WWF OR FIBERMESH r) K S3 �31/� 1/2" MIN . REINFORCING•1 HIO REBAR DETAILS r F SCALE: N.T.S. �S3 (2) #5 CONT. -/ 114"'Il 11-1 a-1,1 l-1 l 1111,1 l U.N.O. -�. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4'1 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE � D w U t W 1I I I I —� D• ° Cn FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR -6 CONNECTION INFO 2x4 P.T. PLATE O.S.B. COLUMN LOCATION (2) #5 CONT. =1 I� 1 I I ON 3" CHAIRS (TYP.) 8" 1 r A„ 1/2"(min.)- 4" (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 APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH r r ° D �11 11 I I i=1 I ' ,- 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 i /•1n 1-1Cr'.roe. rnn VARIES L` . 0 1AN A .. 1AM A J ' 81 LAYOUT DESIGN o v SEE ROOF PLAN a ° I - 00 _ - ° a a A I ' I ( - FOR STRUCTURAL r _ d ,-�, , , MI BEAM SIZE & i; T— I °' a I I 1 i. i CONNECTION INFO �, = I 8 I I I I I�� ' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE Cr j SEE TYP. WALL SECTION FOR ADDITIONAL � SLAB INFORMATION. Uj SEE FLOOR PLAN FOR o W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-0" IN,, S3 SECURE ')-A P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL r O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.._ COMMUNITY SPECS o�•oo�� r .�0000,�oo�� %�� o`er; ---- o`�:: o` • . A • . • A r MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -71 EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 GRADE co LLJ J —III—III ° ° °• —III III —III —I Z I-- ,L o =1 =1 —III—III—III=1 LU 0 o N= III I II II a� 11=1I 1=1 a =1 _ III=I -III=III=1 III=III= - FOOTING v 11-III=III=III=11I „I1 -III-111=' BEYOND PAD REINFORCEMENT -=1=i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 z fh _ O O z z� Q r2 cry c� � Ie1J •U — O ''' c e o0 U � M fh W F--- E — 60 C ccCM = N -94i� U Li- ib = ns C � ¢ m no m $ � Sao 8c4.z J 0 LL 11ILa N oL) v� .fit To the best of th"ngi r's, knowledge,;inforrhati.'and belief, the structure) plans and specifk:atiohs Coo T8d within these drawings c6lriply, with the 2P. F, a Building Code - Residential btK 50il ..,'E51igi11eer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0Q)1� 00 .t>-t M M aU-) fULn 0. V) L a- Ln a U n' F- M Icy- a00 00 Q WJ Z IT 11.0 zZ zaa UA COW gQ8o a LLJLu Mz z 0 Lu 0= J J �� Z O Q U f Z 4 Z 06 v, 3 Q) L1i z o N 0 U = Q �¢ �f Lu �(,,) CQ, oZ J O Q x O Uy U N O LL Co zg°'l uI W Z J 1 ` C9QQ< Z W w a, - `a�- �� W W � Z Z T� N Z Z to � � Z �o m O 00 Uj _ < ,--I 1 a Ul) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. S3