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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSU 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 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE If (#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 fTYPE "S" MORTAR ARCHITECTURAL 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 �- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 'v CV ' cM —I t All - Z OO D 6 MIL VAPOR ° 1 I-11 = - Z 00 -' BARRIER p `• a I c �I _ N r COMP. SOIL. T e (COMPACTED TO 959/o I I I I TT MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 NOOK (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 PAVERS / DRIVEWAY CONCRETE SLAB PAVERS� BLOCK WALL BEYOND 14 O.H.D. RECESS - M � SEE A/S3 OR J/S6 J -1LI 1 I lI 111 i,, I I Flu, 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 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 . a IIII-11—IK�1�1 1 I1--�I—III I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH C =1 I i—III—I 11= �� I T=1►1=1 � �l TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"04/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR a a a A.F.F. @ 24" O.C.) 211 �31/2" MIN. a a aa a a o a a ° a " 4 ELEV. 0-31/2pA.F.F.2x4CONTa b a Ql a �ad da° 00 /2"(min�.431 GARAGE DEPTH VARIES a r1= ( D p ►II,,III III—f (2) #5 CONT. 4" U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD d #5 VERT. IN FILLED CELL C"I 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 f 2x P.T. PLATE ASSUMED FINISHED GRADE ° FOOTING MONO SHOWN p p °D FOR CLARITY 0O p o P ° o I —III III—III=1 I I —III I NOTE: D g ° ° III_III=III—III—III—III= N *FOR BEARING WALL i I IIiII - (I I I I II li' T W/ UPLIFT ONLY �i 1-11 i_—Llill�ii IT, lllll lil lli �illl— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 Q • ___ — . Q III —I � I —I i _ _ =(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 -� r-O.H.D. RECESS e _ TILUT 1 i 1111 , 1 -60 a. 14111_ r SEE A/S3 OR J/S6 -,- -I I I 1 I I 1T__I1I I, 11 t It - FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STC IRY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END s (U.N.O.) (OR „ „ GYP. TYPE X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P,F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (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 FLOOR PLAN 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. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. —INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24"F x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR6x6W1.4xW1.4 @24"O.C.)2"x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH MIN. D SHEARWA SCALE: 3/4"=1'-0" 1/2"(min.)- 4" GV os� 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. Acy �\O s (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C r 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 METAL LATH FIRST 2 LAYERS 3!8" THICK EACH CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL �31/2" MIN. p e II =1 I —I 4" 1='31/2"(min.)- ;0 I -III —I 1- 31/2"(min.)-4"=1I1=1IJ — =I11 II-�III- -I 1=I ' =I 11, l I I I_:: T�j—j �T11 I -III 111=11 I �'' (2) #5 CONT. I 14aI I-�, , ,I ill l�l II II 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=1'-0" S3 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 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 1 WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR E Z #3 & #4 LAP SPLICE GRADE40MIN.Fy=40ksi FINISH GRADE O0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g ' I=1 I I=III I rl 1 I �=11 I I I - W =i 11 l 111- 6 MIL VAPOR BARRIER —1I P D e I I-11�I =1 I_ 00 u' I1 f—I I1=111=11 I—. N z `- #5 REINFORCING BAR R 1 7/8" `� II D f=T=11I�f11111 .- #5 LAP SPLICE II ILIIJ.�� _ - COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM ' II D1557) •. •. I l�l I I I 111 I I I I -I 11-'-Tf Ii 4" 11_4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. e.1/2" FROM SLAB 0101, a CONT. BEAD SEALA� rill INTERIOR ° � a -31 /2" c d *= 1 CONCRETE NAILS W 1 1/2' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE Q4 C E E— �'- M 6 MIL VAPOR BARRIER 41.—.I.4 1 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 cv WWF OR FIBERMESH d d a —III=III—iii=iTi=lTi=iTr ail_ , 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 to D w U 36" MIN. LAP [36" MIN. LAP]xx 10" #6 REINFORCING BAR #5 STD. 90 HGOK #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 SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN -� FOR STRUCTURAL (2) #5 CONT. =III ON 3" CHAIRS 811 V-4" (TYP.) Y BEAM SIZE & r w zx4TEP.T. CONNECTION INFO PLA d Ins^ I I as.B. I 2x4 #2 SYP P.T. FRAMING w/ Ea MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w SCHEDULE IX > > w oW Y-0" FIN. FLR. e'M 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 BRICK PAVERS or SLAB PER COMMUNITY SPECS 1 (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 APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 z, WWF OR FIBERMESH M 1 1 IhITTFir" -- - III III—III:- 811 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 A . 1-1 1"1rl\rnn r/1r1 VARIES a .• /� inn A .. \11la A 1 1 VIi IlL11 YI . fill V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SLAB STEP & RECESS (@ S.G.D. rm� SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. f ' Cl) 00 _ RAD - - a ° C'3 J I —III a. a• Q--I I I—III—� Z w W o I —III —I III —III —III —III °o o `n = 1111111111 • a• I I-111=III Z W III-1—III=1 1=1I I —I —I= 1= FOOTING II I it l li l 11 -III-III BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 o 3 - D <C CD U) 0 Cn C D Q) C CD -I-j w m w O C!� (i) o 0 m CN a1 w 1— >_ co ch C N — 0 � O o0 �u-co PP� in 0 Co 11 ao �m a0� mQ o BID N C C ® V QO >i�11IIIl � N �, 0 Zth N -•s ms.ILI 45 Lam_ _,\atu Cokr v .�+ O a c a LLa° pQ C 'o, ,` To the best of the eef edge, irs®Qytiaei n, belief, the structural ° and §p i g` i� a1"ctontai�_+ y, within these drawings cSrrPydlf/ th the 2017 Building Code - Residential6t¢r�.l h��}"s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z I'V 0 a� N ►>+U0MO M Q M � Ln 0< HL_ � a a� a IJj W ,J l00 oZ z¢a fa E- W w¢�a U O0 Q 9Cj W Z o�S "��o = a IN zo ¢, J 3 z o -a o2S 5 Z o > � �\ u� J O z Q U in N F= Q Z J Lu �RQ°Q 0 ` - X 8 V 0 O- I`•I LL_ Q �' 5�� Z Z N N Wa2Eo ¢ J In ri �z F Z o LL! Q z QF ��Z V Ln Z a Ln m O Z z W,-r r a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 2mO SHEET NO. S3