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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, VARIESAk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH I 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" 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 M 3 1/4" BASEBOARD rr MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PERCD 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 E 1 M V -I_I�.=LIB--I / r , ° V ° °° _ ti 00 _ 6 MIL VAPOR IIIII o I z " BARRIER 111 III-_ I11= N COMP. SOIL. 111I (COMPACTED TO 95% _) I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I 1 111-111-1 I 111 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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT:. DEPRESS SLAB 5 Z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14O.H.D. RECESS PAVERS T_11 .. III=III_ ° 4"IIII. o0 A. ' T S E E A/S3 0 R J/S6 'IIIII IIII1it11„I IIiI11,l= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS 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.) -III—III—III—I m ° -III—III=1TI I ' 'I,�lllll�lllll�,lll��ll 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 E CV 6x6W1.4xW1.4 WWF OR FIBERMESH II IIIIIIIIIIIIIIIIIIII- 8ll TYPICAL INTERIOR BEARING WALL W/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 DOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" ° A.F.F.�— ° ° ° v e C7 a d ° °.q ° Q ELEV. -0'-3 1/2" PZ- a ...d• .'° a °e. e' ° d A.F.F. o e,° 'e a°° 4 2X4CONT.° °, .. ... '° LL 1 �• I° .: °... ..e. d:. e° d CV GARAGE DEPTH VARIES ° ° . A° 'a.. .'.° .. �. 4 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE o Z 2 \D D I>D.— D ,' o '° o I —III —III —III —III —III I g ° III —III —III —III —III —III ,— ail_Ill_��1i —1 -IT I-1T 1�1I��1�11�11�11Tll�li� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH 4" v ° d 00 SCALE: 3/4"=V-0" - d GRADE v �—11-1�1—��1—��1-1� -(1) #5 REBAR w/ OPT. IIIII 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 3" O.H.D. RECESS A N I r M N =1 I � I ;; Il 80 -II I=IIII 4-_ -1 �� •III I a', .• .. .: I—I11' SEE A/S3ORJ/S6J-ILiIIlliiill�I IIII. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) 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" 0/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 c M —I I 1=1— A 6 MIL VAPOR BARRIERi 11IIII I II I II 1 D ' ' ° III o IIIIIIII /� o � 5/8"OR 1/2" HIGH STRENGTH J `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24' O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. { _ z b ° ° �11=III=III-I'31/2"(min.)-4" 00 —I —III—III 31/2"(min.) - 4" 11 I=III •� —I 11 III—� I I- _ III IIII III—III—III=1(1 III —III 1'' (2) #5 coNT. -1 I rlll1 1 1 11 1 11 1 =IIII- I 4ll 1 �-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP na SHEARWALL C "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 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/ 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" 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 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 00 2(31 /2"(min.) - 4" =III=III _ =III III —I I 11 I —I -III it l l I III —III —III —III 1 � 1=III I I (2) #5 CONT. 114' 1 IIII=,�1141, IIII 1 11 ll l l l� U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION /� V 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. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR ------ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] oo R 1 7/8" Z T #5 REINFORCING BAR —� -III—III=III I I =1 I -T r 05 1 AP SPI ICF COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM ' �- 11�=�1 11=III=III=1 I 1=III=III- D1557) — IL.. lllll�lllll�llllll Illl�llll—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 1 01_01, a CONT. BEAD SEALANT A., INTERIOR 2X STUDS @ 24" O.C. U.N.O. P d. ell d ° y ° GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C, ;TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 N ' d WWF OR FIBERMESHOP r, � M 6 MIL VAPOR = �' I I I It=i L BARRIER —111—I I —I I —III —I I I �IIIII11111II�III�I,'� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 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 a BOLTS 6" MAX FROM o END OF 2" x PLATE W p U IIII=1 III —III —II I . w III I 1=III 1=� • uj co 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF t SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) S EE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM 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 z ATTACHED PER NAILING w o SCHEDULE x j ¢ w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. � I 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 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or AB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS pips pipppppi (2) #5 CONT. =1 11=1 I I ON 3" CHAIRS (TYP.) 8" 1'4' L — CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 r, E II —III —III —III= III III=III=III=' r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e. _III-1I I r _� I I I-1 11=1 11-1 I I, ;IIIII 47 � II_III N M IIII4.I—II III- III= SEE A/s3/J/s6III III IIII ,I I' 4" 1'-4�' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Q@ S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. T ' 00 GRADE 4 ° M 11 .4. c�Lu4. °. I=1 11=1 11=1 11=1' z w o I —III —I —III—III—III—III W 0 W = 1111111111 a� . l 11=III=1I_I- Z Q LL — °.. a 4 — — — M�Q I1=1 =11P=III-1I III I I =I I I=I I I— -FOOTING -1111 111=1 11=1 I I—III=1 I flr=ii11=1 I I_ 11-111-11 I-111-111 ,� I =111=1 I �- BEYOND PAD REINFORCEMENT -III-III-I i I-" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 r M N k,SZ j 0) d, " a..k 1m ID, � LO 00 •� i 5 it Rr �'.y I '��..�r,A �RC ° x LI— asz& W. Z W 0 w N O � o W L U r) m m _�}jCO W E L L O � S 0 _O o T� 0 U-1 m Q t j — �nVn``i do �< V w Q N -7W L 0 E` °- (D LLIw W ❑ ui aj w 0 1-- w jLLJ w��0 ui Off) W Q Q ~ U J�0 u-U0��0 7) 0 zu_wozm00I-a¢ ~ 0u)H2zOw0 Z=) 0 ZV0Zzz0UjL) IL O aka_ IL �1-I. mow❑ ¢ LL 0w 0¢ =O 5QZ�¢ �¢w O Z W 0� > U) p M o aJ LL. W LO QUQao Z w W J 0 JUL 2 Virtual Review Ass st, I c. P(Sns Review clUmpleted Ind nr comptianc wit the 262 FB r 7th Eetl by Debra Alne Ijhr pX2 00 n M W I I I I I O N CD M O CDO N N O N N LO O N r O 0') o O r- N p I N o I I I ; ' z 0 N, W o 00 0 0 L/ �'° rJ P1 z �- vJ ¢z CDzW T O W 0 000 Woo V, LO mZj pW� -0 a- = w=a qq-(� m~uj T—I O Z O = W 0- ■ ■ �� z=0 O Q U aZE z S2a � OV O z ¢ Z W W N CD 00 0 V_ LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO 7