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— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER ;n MUNICIPALITY. N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR 11 AT GARAGE, CONTRACTOR in "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E a N V ' ° °p 00 Z M _ D 00 6 MIL VAPOR IIIII . I II —III= - ;— BARRIER L G I I �` • N 1 II I COMP. SOIL. ® r (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I1=1I I —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z TM •. � =III-III=1 I -I I I -III .:'d .. : _ - •. ,. a:.. 4 I OP �' 11=III -III-I I �.� •. ':: III -I •�: �' : I -I 11= i1 a'__ :. III=I _IIIII SEE A/S3 OR J/S6 �I�IIIII��IIII 11111jIII- FOR REINF. INFO. 3" MIN. CLEARANCE 1 4" (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 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.) a � ° -III=III-III-I m ° -1 I I=1 11=11 I 1 �! ' I, I III III I I I I 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 6x6W1.4xW1.4 WWF OR FIBERMESH ° 11 1 8„ 1 11I .—, �, .. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG 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 NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV Cl) ELEV. U-0" ° A.F.F. d EEV.A1/2Qa" a F 0° 4 2X4CQNTA..F. LL ga b ° . I N GARAGE DEPTH VARIES ° ° . a. d , • ° ° e GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH --- `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NA!LS 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 @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 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" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24 O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN. a je z b ° fiI 1=I 11=1 I I= 1131/2"(min.)- 4" 00 A ° -I -III-III 31/2"(min.) -I=III -III III-� I I- _ _ _ I l III III=III-III-III 11 1I1 (2) #5 CONT. 4"III_1111=„III ;III" 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP na SHEARWALL C "SHEAR WALL" SCALE: 3/4"= V-0" 5/8"OR 1/2" HIGH STRENGTH —�—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 CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1 A x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN, a D ° b III=1 11=III='3 1/2"(min.)- 4" 00 31 /2"(min.), - 4" =III=III _ =1 I ITi I aI I- _ ' =1 I I E III III -III -III -III III -III (2) #5 CONT. 14,;1 I I .IIIII 1141, IIII I 118� 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING c��os�vV NAILED W/ 8d COMMON NAILS @ 4" O/C c e s' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY �N ors 8" C.M.U. FORM SUBMITTED WITH PERMIT Go 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER ' "J" 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 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR (�1 2x P.T. PLATE :. ASSUMED FINISHED C PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE I ° ' #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi [[GRADE T A.z ° FINISH GRADE O0 60 MIN. Fy 660ksi] _ 25"MIN. LAP [30" MIN. LAP] I 1=1 -III °O 6 MIL VAPOR BARRIER -11 I 1 I 1 ° =III=III=1I=_ O° R 1 7/$" —� '� I - III-III-III=III-III-� ; #5 REINFORCING BAR ° '° III -III -III -III -III -III- z _� I III I I P _ I I=III=III=III=III= � I I I -I I EE I I -I 11=,1 � #5 LAP SPLICE D° I -III -III -III -III -III -I I . 8 III=III=III=III=III=III= N III p ° 1 1 l i III IIIII I� 1 36" MIN. LAP [36" MIN. LAP] iv v z I-III-III=III=III=111 �' T 9oMMODIFIEDCPROCTORASTM '11I11=III=III=III=III=III=III= -1 I I-1 I I=1 I I=1 I-1 I I=1 =1 I-1 I -1 D1557) III IIIIII 11IIIIII i 1IIIIII � IIIII 11111111 11 11 I_I -I I_III_III=1I1=1II=1I1-'' 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 ° - =1 1= I #51REBAR w/ OPT. —i I lI I II I II I ILI IIIII 111I1 1 IIIIII I IIII I 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS C M 11 I I=. 00 'IIEIII IIIII '�. IIIIIII SEEA/S3ORJ/S6J-�I��illlllill�l Illir FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC 1RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol a CONT. BEAD SEALANT — Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. da + <� GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O,C, W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 cal WWF OR FIBERMESH00 r, I=__ M 6 MIL VAPOR = it =1 I=I 1=1 1= BARRIER —i i_' I lLI �1LI I i'i iillli i i�III= I I 1=1 1=1 11=1 1=1 I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 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 W p `� =III=III=III m is g • I —I 11=1 I I —III I D ILL Jill 1;IIIIIIIIIIIIIIIIIII I o• ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_`**� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC 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 �a SCHEDULE w SEE PLAN FOR STRUCTURAL :� W COLUMN SIZE AND BASE in w CONNECTION INFO. 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 M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./- COMMUNITY SPECS 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 it O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r _ WWF OR FIBERMESH E d III -III -III -III= o ill III=1 i=1 1=1 r (2) #5 CONT.—' =1 I I -III, III, , , I I I, "I I I , , I I i ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VAKIL5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.)7 WWF OR FIBERMESH rM ° — ° a III III III; N �* �° 11- M T N III I111 SEE A/S3/J/S6--4111I „IIIlilt I ,III III „� I $„ 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 CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE a M c� J ;III=III ' ° a. ° I -III -III -III -I Z= � I -III -I 11I-I1I-1 I I-111 W 0 I.-_ 11111111 a� . I 11=1 11=1 11 _ Z LL 0 _ °.. '..e 4 — — M�Q ' 1 �=1 =111=III=III=1 I I I I III=1I� =- FOOTING J -III III-III-III-III=1 I I III -III -III_ IIIII I IIIII I IIIII IIII ,I ...III f BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 VIRTUAL REVIEW ASSIST -- ( JUN 1 I 202Z Virtual Review Assist, Pi"ans ;Review completed and approved for comol -price with the 2020 FBC 7th Edition by Debra Ann-_ Kl?nr PX2300 " N �. fir- t cd° �. N O N J c.�zg,� �� M O ° 9 00 ° Akip:,= yyLOy w O w 0 z Q > E W L 0r 0 N G) � 5 t' L� V w M C: O o O �o � Q :E .nU1 w Q� L OC)o Er W 7C) 0 00 V, W W QL (n WpF �QLLJ - ��~z'If ¢O>CJcn0ct0LL002 p��OfOLLO200 LU W W p JO =Z Q O 0 (n fn W W (n LL I�<OOWa�ZLuzO�O0a LL OW P YzQQ o 0 oQZLL Q Q LL � LL O N Z W O I— > cn O M O Q Cn Ltd LL ti Q W Q Lq z I-0�11M Q CL z> 7-- 00 Z U � LU W J0 Cfl O I I I I I I O N 0 O N 0 O N 0 N 0 ti N N O Q CD CD r T O I 1 I 1 1 t z O LO w o 0 0 o I I I > Ct M 4 I I! V! }I- zz Q w C)-F--+ +, W z 0 ^ L) Woo L) 0 i1 nzj_ oELr Q aZ —W Ujw�< T"IO ~w0(V ~h O N z0= OU) .W O z go�Ix wW U) z Q T_z F_ pUJ ow W Z z z z w W J O o LAST PLOT DATE .. Z 0 STRUCTURAL DETAILS - MONO