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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W! 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2P.T. HORIZONTAL NAILER NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER u) 3 1/4" BASEBOARD u_ MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER CD MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE � � °D ° V - Z 00 � M � =_111=111=1 I � , D 6 MIL VAPOR III D -I I - z BARRIER -I I III ,' ,� 4 IIII III D� 111= N COMP. SOIL. IIII (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR I I I I I III —III —I I I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS c� PAVERS % S E E A/S3 0 R J/S 6 i lifil_IET '!1ii1!1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (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.) a D ° -III-III-III-I m ° I -III -III -III 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 WWF OR FIBERMESH `' ° °=III-III=III- IIIIIII=III;- I 8„ TYPICAL INTERIOR BEARING SEE TYP. WALL SECTION SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" _J OIL ILC ; A.F.F. Q.A. a A Q. 6... a p° 4. ELEV.-0'-31/2" °'. C ...a a ° ° ° ° ° a O A.F.F. O 4 2x4 CANT. ILL 0 °a a °o d .a ,° 4a N AA. .O ° GARAGE DEPTH VARIES a ° 4 a Q. ° ° °... GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS _ 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN00 o p ° FOR CLARITY ° D . ° . , ° D ° ° III =III=III=1 =1 I I=1 I I=1 -III -III -III -III -I I ff Z NOTE: D ° I g. ° ° D . III -III -III -III -III -III -I I � -III -III -III -_III -_III-_ N *FOR BEARING WALL I - III-III=III-III-III= T W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ -I I I 1=1 11=1 11=1 11=1 11=1 I f=1 11=1 11=1 11=1 11=1 11=1 11=1 -III, I I II, 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 11 I II I I=ICI I I=III_ i' 11=1 11=1 11=1 I I-� II -1 1-1 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---, ° e 'v GRADE' c °° I I =1 _I=1 11=LI F=I I I.-- -i — — — - 1 #5 REBAR w/ OPT. -1 I I- I I ; II 111 I I I II IIIIII 1111 I IIII IIIIII IIIII I r-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M CN 4':: ' . s ' M • — — n-• 4. -III-III 4 _ SEE A/S3ORJ/S6�-�lli~Illi� �I�1= FOR REINF. INFO. 3" MIN. CLEARANCE 1 -4 1STORY) V-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. 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 SIMPSON SP2 w/ ' (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR `,HALLS 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.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" r31/ (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.( 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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, TEP Cad SHEARWALL SCALE: 3/4"=V-0" 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 SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY S FORM SUBMITTED WITH PERMIT GoN�o (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' 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 MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED1. BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D M D• FINISH GRADE 00 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] -1 If -III 6 MIL VAPOR BARRIER - I ' In I I III I I D ° I I-III—III-1 _ _ _ = III -III -III -I I I-, 00 'xx R 1 7,8 —� z #5 REINFORCING BAR III D II- III -III -III -III r III=1 I I -I"="'=' #5 LAP SPucE COMP. SOIL. (COMPACTED TO IIII { 95% MODIFIED PROCTOR ASTM �— 1-III=III=III=1 11=III=III= D1557) fIII Illiillliiillliiillliiillliii�ll-T 4" 1'-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 0� CONT. BEAD SEALANT -$ m .a' a a. a Q INTERIOR 4. A a.. n ' CONCRETE NAILS W 11/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 N I I -III- I- I_111,11111 =1 M 6 MIL VAP( L BARRIER _ 111� �111 11 I I E 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 6x6W1.4xW1.4 r ' WWF OR FIBERMESH 1) 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 'WWF OR FIBERMESH 31/2"(min.)-4" =III=III _ =III III=,1I -I l i III I III -III -III -III III -III (2) #5 CONT. I 14,I 111 �141 111 1 1 ,811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w ° =III=III=III m ° III -III -III o . W I 1=III-III -i I I -III III=1 -° 1 U, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS Ill SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFC TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING w SCHEDULE Q Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL '°' 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 It c,L FILLED SOLID (SEE PLAN FOR —,A SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� `COMMUNITY SPECS (2) #5 CONT. =I I-1 ON 3" CHAIRS V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE, 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ° III -III -III -III- III III —III —III—' r TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.0.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 8" 1 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .. EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' M co GRADE— — a c� I I1=1I °. 1=1I1=1I1=1I1=1' z =-III-I �.. III=III-_III-I I w 0 0 U)� I I II � II I II I III 11=1 11-, z z — 4. e a = _ "� -1 -III-111-III-III II 111=111 FOOTING w -I I! III -III -III -III -I I III-III-III _ I, 1111 I IIIII I IIIII=rl11 ,� I ...I I I-111- I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �i a co N r N M $ g c � N a }� �• ' jLO ® r O 00 f E c 5 W� f•• A R 10 a ,fq N' d ✓�' 4yLID .� Ci K WN'F SJ ® t Z w ate, O w z Q a) 0 (3) 1. o U Md M: co � .. N 5 2 u CO .IF`' 00 V) V M 0 L O E o o Ou-o oQ U m a .� W _ h VQ, _ la) i o E � Lu W N�LyL 0W 0�LL W�III Q W Of¢z� z Y0DOaQ U QcyXJE zOZ2 —W—f W ' W Q JOZ 0zWQ j<w<oI[Q LL Fn OW �H� �Yz Q Q =O OQ 0 0�< O z N Ow (n 0 0 � CcM Q LO CL J w '�^ w! HL.L'11M O Z z w W0 J O J i it i ' f Piarrs Revi sic 4ss'st. 1 c. for compiiarac cg9 c wits '# the tad ;�� it � 6{ y�yg 7 %��Ab 'T f y> - ygr, h o 0 0 0 0 0 0 N O z O NLO w o 0 0 o I I I Lo > N CO �r M� zz OQw }+ -1--+ LJJ z o z CDO z 0 �zj O off❑ z a�a � � ��w N Zoo Lu a- co ■ ■ OU 2~O - (0 Q J u- z �z IWO Q U J 0 O W � z z z z W r o LAST PLOT DATE . . O STRUCTURAL DETAILS - MONO i:.; i i I I',JI ti,,...,