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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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .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 NAILER TYPE "S" MORTAR STD. 90'HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" 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_ rr MIN. 2500 PSI CONC. SLAB w a. MIN PSI MAY VARY PER Ln MUNICIPALITY. 04 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 L ° 00 OP 6 MIL VAPOR BARRIER III D COMP. SOIL. (COMPACTED TO "0-I I I I =1 I I=II1 11= MODIFIED PROCTOR III I I I I1=III—I I III 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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M �'-' I I I I I=1 11=1 I I�:. �`• I I 1=1 I I- �-' "' -III=III`4 4' I °° �' 11=III �.e •, ' :: III -I SEE A/S3ORJ/S6`_1—LiIiiii—h1-1, -rIFilil= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 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.) � D � D =1 11=1 11=1 I I -I ' 1=1 I I -III -I I I -I P� ' 1 I —III —III III —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 .6x6W1.4xW1.4 N WWF OR FIBERMESH I-III-11=I I ) I I o II 1 1=1I1=1 r 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 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 ELEV. 0'-0" OL 1E =�ILL�L 11 a 4' A.F.F. A. 0 ,�rr�� .A , p' 4" a . ELEV. 4-3 1/2" ° ...a ° ° ° A.F.F. 0 'a e'° .e : 4 - 2X4 CONT.a '° ' ° ... '° - LL e° 4 - . O GARAGE DEPTH VARIES °' a A. A. .e4 GARAGE SLAB AT STEP rB 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 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/ 2-0/16" 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" MIN00 ' D Z � ° D C°' 3 1/2"(min)- 4" I I] I 1- a • —1 I I III —I 1I- _ '-III=III I II=(2)#5CONT.IIIIIIII�III 4" 1' 4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (c SHEARWALL SHEAR WALL" SCALE: 3/4"=V-0" 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.G. 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" �y 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 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2-0/16" 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" 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 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. 1 p ° . _ z b _III=III=III='31/2"(min.)-4" 31/2"(min.) - 00 4" III- I-1 �' =1I I it I I I I 11=1I 1=1I 1=1I I III -III '' (2) #5 CONT. I 14„I 1„I I I_,1114i II I III IIlly 1II-, U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _�\v " NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 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 ccli >< 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR 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 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR a � GRADE `, ° ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE 00 [GRADE 60 MIN.41 Fy= 60ksi] Z cn v D. 25" MIN. LAP [30" MIN. LAP] o ° - ° °O 6 MIL VAPOR BARRIER -11 I III D D ° _ I I=1 � 711 I=I, __ III —III -I I I -I I I- O° R 1 7/8' —\ °° °° I-III-III-III-III-III=� , N z #5 REINFORCING BAR ° ° III-III-III-III=11 I -III- z I I I I I I I D. _ _ _ I 1=I 11=I I I=111=1 I I: T III -III -I 1 I-1 I FEE z #5 LAP SPLICE o° g ° ° ° I -III -III -III -III -III -I I III=III=III=III=III=III= N III •' D ° - I I=III=III=,,I 111 II I 36" MIN. LAP [36" MIN. LAP] - I-III=I l I=11 I=I l I=IIII ,'' T 95% MODIFIED FIE(D PROCTOR ASTM IIII I I=III=III=III=III=I 11-I l I =III=I1�IlI=III=III=III=III-I 1 I -I I' D1557) I I IlI-III-III-Ill III-� I I- :I I.=Ill-III-III-Ill-III-III-III- TT 1 1 1 1 1 -4 �i1—III—ICI„—iII�II��IIIi��IlI_, IIIII,III-III II1=11� FRAME WALL TO C.M.U. WALL CONNECTION K"D� 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" ° � °' a ° � v GRADE °° 1= II FEI I==_-1=1 I 1-_1= -I I I -I 1 I -I 1 I -I REBAR w/ OPT. i— I I -III= I I =SCREEN ENCLOSURE I I I I I -I 11 III -III- '' MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 SEE A/S3ORJ/S6—� FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC I IRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS I� co , SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" Q CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. s e °. . • ° GARAGE :ONCRETE NAILS W 1 1121/2" 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 01N. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESH co76 6 MIL VAPOR lI I�� i1 =III=1 BARRIERIII =111=1IIII. I I_ '==,111111111111111 ,IIIII; lip 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 REINFORCINGL •i HGO #6 LAP SPLICE 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 W END OF 2" x PLATE 0 W D U J co -II-II1=1II m I -I 11=1 I �I I I w I -I 1=1 I I I-� D• n ' —III—III III —I ° REBAR DETAILS F 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 INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE g a 7/16" o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q Q > w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o 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 d w/ MIN. (2) #5 VERTICALS r, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (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 I I -III -I I I -I I I- III I ii= It= I 1=I r (2) #5 CONT. =III II I I1=1 I , , , I I III, ON 3" CHAIRS TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VHKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)T1 WWF OR FIBERMESH—}I e. -IIIII III III; N-T a = 11=111-1I1-1I1=1 I I I I I. c N� III 41co 7 a IIII E SEE A/S3/J/s6 411 „III, 11�II III „� 1811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. 00 GRAD d ° M — — — .4. r� w °• 1=1 I I-1 11=1 11=1' Z= III-III-III-1 I w a_ w Wi I 1=1 I I I 11=1 11=1 11= Z BRICK PAVERS or SLAB PER p o x =II�1 ! ' ° —_— ' - z_ Q COMMUNITY SPECS LL � ° a — — 0-0 FIN. FLR. — � 1=1 =III -III -III -III I I III -III =; FOOTING k � -III III -III -III -III -I I I 11=1 I I -III- � �1111 I II I III I III I III III ,� I ...III=1 I I-' BEYOND .. PAD REINFORCEMENT 3" MIN. CLEARANCE ••..'4 •a:. , SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. ' ' � �� :• SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL K�N� SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 13 SEP o 8 2022 VIRTUAL PEI! q VlrtLical t-�,•o;b is . G �.SS=S{ 111C. Plans Re%,", q ecru _: and ',a,_,Pro d for compiiance with the 2020 F ''_�, 7th Edition by Debra Hang ; Klahr PX2300 ` N O N I a � �pa t LO CD LO \ 4. # Ln a ARt zi Q a p w 0 z Q ^N o ^ o z � C., NV Q-000 v '03 W E- :E o 0 2 o Ou-o 9Q i o Ecc 6" 5 7� W ow ILL! �; Wor I—LLI Q � J <,g,-zo, ( W WS_2403:0YULLUOR�O o 0 o I— �W0WoLLoWo0mo=QQ _ I— ? ii Z ZZU U) O z U (- U W W U Q' Q J <o- 22 FDZ2WZ20oQ o 7) oQ WQ OW LL Q O F- LL O Z N OW (n O cM O Q Lid � r-- ^^ LL Lp c' J Z V Wz3: W o J � d- I I I o 0 0 0 0 0 0 M M OD CD 0) o O T N o 1 1 1 ' z O Fn W o 0 0 o I I I LO �\ > c� ri I Co 07 z Q Z O zw 4_ j 0 W V 0OO UUU ^ Lo 0 ozj_ 0W0 Z V Im—~� (V Zo0 W <~_j Q 0 zoo �N - � z V _jZE �z Q F_ J OU 0 co z z z z w W J o LAST PLOT DATE 04 O z 0 STRUCTURAL _I DETAILS - MONO