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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 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" N.O. 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 TYPE 'IS"" MORTAR NAILER 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 C 3 1/4" BASEBOARD 1 w MIN. 2500 PSI CONC. SLAB d MIN PSI MAY VARY PER MUNICIPALITY. N 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 =III=III=1 11 r-° L° p O0 M 60 6 MIL VAPOR IIIII t. BARRIER III 'D C I I IIII COMP. SOIL. IIII (COMPACTED TO 95% —I I I I =III=III 11= MODIFIED PROCTOR I I I I III —III —I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (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 PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--\ BLOCK WALL BEYOND 14 O.H.D. RECESS d it z_ M � SEE A/S3 0R J/S6 `-I L IA IIIII LHL 1, , , 1 1I F 1 11 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 BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (13302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 6 x 6 W1.4 @ 6" MAX FROM END OF 2 x PLATE � (2) #5 CONT. ON 3" x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH III=II��TI=III=I m�° D D � D I I=III=III=I I I I 9 III —III —III I � � I I III —I � I —III— ' II —III —III III I ° TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK T ELEV. 0'-0" IEa 4 A.F.F. .4. d e d • d. .° d a...' ° q' 4' ° 4 ELEV. 4-3 1/2" A.F.F. 0 d,° .� e ° •d 4 2x4 CONT. 'O' ° ...'°� LL 4 GARAGE DEPTH VARIES4. ° ° . d. d d' v ° e GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 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 Lc,I 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 z FOOTING MONO SHOWN o ° o' FOR CLARITY p ° D 00 ° 1 II1—III—II1=1II—III—III =III=III=III=III=III =I Z o ° 1—III—III— III —III—III—I I NOTE: g' ° u ° III—III—III—lIl-111=1I1= N *FOR BEARING WALL I—III—III=III—III=III= r W/ UPLIFT ONLY I I I —III —III —III —III —III —III —III —III —III —III —I 11-1 -III, ; , I I I111111111111111111111111111111111111111111111111111111111111111111111111—'' I I —I 11—III-1 I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" GRADE _ ' -(1) #5 REBAR w/ OPT. =1 1= I II I II I I 111 II I II I I I I IIIII I II I II I II I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS T co :.4. M III =—J I III I ' � . ,� .. d � °• ' III=I I � I I-- co I=III- I SEE A/S3 OR J/S6 —" _i L! II IIII—III I I Ii1—Ilr 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. 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 WALLS 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" 3 1/2" MIN. III=IIIEEIIIm1,31/2"(min.)-4" 00 —1 —III—III= 3 1/2"(min.)- 4" I I=III ° - —III—I I —III. (2) #5 CONT. —11 i IIIII Illli IIIII 111—,III- 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP C@ SHEARWALL "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.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 SCALE: 3/4"=1'-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 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"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5l8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. b _ III=111=1I1='31/2"(min.)-4' 00 31/2"(min.) - 4" =III=III _ =III III=_III_ —III—I I_I 1' '' =1 I M 11 I I I I=1 11=1 11=1 I I III —I I_I I' (2)#5 CONT. 11 14;1 1„IIIii�II41�1IIIII�II llii8l'I�— U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE:3/4"=1'-0" �S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 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 INSTALLED BAR c PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D FINISH GRADE O0 [GRADE 60 MIN, Fy= 60ksi] M — — — .� u • 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER -III III R p ° ' I-1 I I ° I I=III=III=1I=_ e III —III —III —III—, R 1 7/8' III z I I —III —III —III —III #5 REINFORCING BAR o . T III —III —I"="'=' #.r; I AP sPl ICF COMP. SOIL. (COMPACTED TO IIIII — I I=III—III- 95% MODIFIED PROCTOR ASTM �= 11=IIII—III—III—III II=III=1I1=1 11=III=III III III —I I I- D1557) — I I —III —III —I I i—III—I I r 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'-0" J CONT. BEAD SEALAI` Q _4 INTERIOR ° a dd 'd <a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C° a 00 •� N 1=1 11=— 1 _ I 11= M 6 MIL VAPOR ::El I _ �'- BARRIER =1I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE a-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 `I d WWF OR FIBERMESH C, a K S3 u►�mi��mi � �.iia� �iw`.oiw�oi��ov.�oiiao�iw�eo�ia . REINFORCING •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 LU END OF 2" x PLATE W C U CL a � 1—III—III=III I . w 1—III=III II=� , • n 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 TRUSS X AT 24" O.C. MAX.FOR �--- CONNECTION INFO SEE PLAN FORx & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. PLATE O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE IY Q j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE') AM T BTM PLATE A 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 c•:, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-h� COMMUNITY SPECS •'4 .a ;� SEE FOUNDATION •- .... ,�. CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 AUG 2 z�� SCALE:3/4"=1'-0" S3 VIRTUAL REbiEW AgSii Virtual Re_% e, Plans Review c(,m; for compliance J►FI'tY; L `;li Edition by Debra Anrle_- Ko'aih /(2300 (2) #5 CONT. =1 I I=1 I f ON 3" CHAIRS (TYP.) 8" 1'4' 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 WWF OR FIBERMESH �, •E d' I —I II —III —III —III- o III III—IIII—' T 9N TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH rM ° — a +— •� �. 11-111-111=1I1=1I I III , M '_ N E I'I III ll M II �a ..c • —III III- — 11=1 • 4� 1 III, 111_III ,III ,� I SEE PJS3/J/S6 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SLAB STEP & RECESS L5 S.G.D. rm_,� SCALE: 3/4"=1'-0" �S3_ MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _- EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE d ° M 3 III —III ' a a • I—III—III—III-1' III—III=III—I f w wUj I I I=1 I I I 11=1 11=1 1 1- z > o 0 =III=1 d�III III Ill.,M z ' 1 1=III=III=III=III=zI I III=III FOOTING J -III III —III —III —III —I I III —III —III- =IIII=III=III=1 I I ,� I ..III -III—' BEYOND SAD REINFORCEMENT-1-III—III—I I I— .3"MIN . CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 f �. N N C N ,� ..:, a ' LO ' d. a e LO 00 w O w 0 z d ) N L0 E W L i -0-0(1)0 co N N V UiD� �° A, L C MO Z) 0 2 o .� 7�1 •� O LL o R Q ' `L/) V w Q. !:� W Q M 0 CL LLI W oL wot- LLI I-Q w� ; 19�z'If Z W Q Q U o�O=2J<o�w,LLVoORJO �o00 Z �Iy�Z��F-aQ F- F_ Otn��OZORoomZ= U W w- w-� a cnww � �¢ - 0 Z Q<¢OwQ�zwzOwg�pna �I-� Iwo LL ow a o= o Z) oQZq�¢ LL¢ o ¢LL O Z W 0 (n O ACM O Q cn LO � r, Lq F— 0� 11 cn n 2 v- Z V LUz� J � d- N I I I e I N NNNN CD N 0 N N N N I� N N O CN o'oo CD o I I I ' z 0 Lo W CD a 0 o � N. co d' i CO ZF- Qw z C:) W z O V Uj00 UU�5 L0.0 0 0�< QZ 0_� aa LU rl w N coI- 2 N �-,0 ZF;= w = . N Q 0 zoo U az ZE �z F- Q O0 MM0 W � Z z z z w LU J N N LAST PLOT DATE 0 . . Z 0 STRUCTURAL DETAILS - MONO