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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/ (TVARIES 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 a) 31/4" BASEBOARD u_ cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ° MUNICIPALITY. `o 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E CV T AD ° - Z CIO � — D 00 6 MIL VAPOR BARRIER I I , D •r 4 c • — r COMP. SOIL. (COMPACTED TO 95% I III I III I' -`I II I — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 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" 1 V-8" (2 STORY) I (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS —11O.H.D. RECESS z ° . rr fiI—III a ; _ a • . 4" 00 r SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) 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.) � D — %Hm ° • • 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH _ _ o I III—III—III—� r 8„ [ —1 W 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 ELEV. 0'-0" A.F.F. ° ° .. a'. A Q. .°' o . ° ° a. a . ELEV.4-3 1/2" Z ° ° ... d ' ° ° ° °. °' .04 0 A.F.F. o ° • a °'. 2x4 CONT. a ° ''a LL• d ° ° A 4.4 - I I ° 4 ° A GARAGE DEPTH VARIES .° A' 4 A... ,° 4 GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" �S3 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 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 @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSO N SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 21 WWF OR FIBERMESH 3 1/2" MIN. 1 —jj =1'3 1/2"(min.)- 4" 00 1(3 1/2"(M-in. - 4" ll - — °- - -•� 111� Illl- -I 11, 1L = ll1=1I1=ll1=Ll 111�1I I , I' (2) #5 CONT.I I 4" 11-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING c��osw- NAILED W/ 8d COMMON NAILS @ 4" O/C Pos 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 A INSULATION PER FBC AND ENERGY \ co ors 8" C.M.U. FORM SUBMITTED WITH PERMIT \`�/ 0 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR . #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS @ 24" O.C. VERT. OR 0 K.O. BLOCK 2x P.T. PLATE 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 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM "' 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BARLuD _ D . D GRADE 40 MIN. Fy= 40ksi GRADE N z_ #3 & #4 LAP SPLICE wl FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] a Z cn D D. 25" MIN. LAP [30" MIN. LAP] g I —III —III —III I D _ _ Lu O0 6 MIL VAPOR BARRIER R I 1 D e' ° aPITI R 1 7/8" — n DTI I II I II I (III I II D • ° N z r #5 REINFORCING BAR 111 —III a • II_��1 r #5 LAP SPLICE LI 36" MIN. LAP [36" MIN. LAP] —II D XAZXXAII — _ COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM —�— I —� II 10" =1 I I=J 1=1_TI=Tf=III—I I —I 1= 17i=1 I f�l I �=1 I I =I I I I r D1557) III 1+ _„III ;1 11 I f1 I1 ;—TI � T— III —1TI —1 I 1 1—Mi 4" 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK —� I I I=11 [ I l�rlT�I 1111111 l� —11 ,�, .� l f— Ili. #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF 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 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. 1/2"(min.)-4" 00 — I —I I=11_ 31/2"(min.) - 4" =1 1 I=II- -Ii'- '' =1 I I it I I i — I-1 —III—III—III—I I=1 I I1-' (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6 x 6 W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" 4 ° 'v GRADE .a 00 MP ++ -(1) #5 REBAR w/ii OPT. ' I —III —III —I I I I III I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE Ll SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' c O.H.D. RECESS E N ' r r L •... Cl) e' .. ►=ITS.:.' 7�• a. 1 I ITI T1 TI 4" _ III •a' II TI SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x WIJ 0� :ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. ITAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI+ INTERIOR 'ENSION 120#) CONCRETE SLAB 00 E — M 6 MIL VAPOR BARRIER 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 jk & LAYOUT DESIGN TOP OF BEAM IV 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 SCHEDULE OC Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE v � CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL :o:• O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) �r WWF OR FIBERMESH BRICK PAVERS or SLAB PER ° 0'-0" FIN. FLR. COMMUNITY SPECS I I --=I I T�i� i f=i1 i=T7= " i i—Tf—Ti f—r 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 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 Cl) E '� — I—�I_ 4 III—rl I (2) #5 CONT. —11 I.EE.1 I I I I I, „ I ICI I„ I ON T' CHAIRS 8 (TYP.) " 1'4' 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT K�G 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 c� 4 0� ♦ . a IIIIII IIIIII IIII C ° 4 _ d, . E d � SEE A/S3/J/S6 4 I "� I f-1+"'II� "II 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND -- PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E v CONT. FOCTING STEEL MAT REINFORCING. T ' 00 GRA — — ° f—III 4 49 Lu Z — o a- I IIII T(1 I -�" _ • • °• I �=1 = I 1=� 1=1 � 1=1 � I I •—� — FOOTING 1 I I III—-III—III—III—I TI IU I . 1 T=]I ITIT _ �1- � BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 \/R/I R 0 8 Z023 Virtual Review Assist, In . Plans Review completed and approve for compliance with the 2020 FBC 7th Edit i:'y 0ehra Annie Klahr PX2300 ai N N �� • - �® o CO • ¢ J DO/y� `� 00 Cry , r AR0015 .• w 0 z Q nV) N L N E L L S'. O _W i,} �N MM N V � 0. u MO � tl 2 O •� Q — S O •� W a� V c o � L CO Lu W LU w ~ Q J g O � wx a< ZZ Q��CO (0�UOu- 00z20 Q Q U D a 0 ZuLL q(1)cr OZ0�00mZz (0 LLJ aP U �O Z Q�Q0WQi 5 IIIz �a LL 00W QHF= QW FaLL ¢ Q LLQ 0 ti >R O Z N Lu (n 5 ti O z M Q U M L0 u) _j - Cn LL ti UJI In F-W�M O Z U Z W wQ J O 0 0 0 r%� CN 4 4 r- 0 N p N O O 0 o a. 6 co CO o0 O N p N p N r- N r- N C� 0 N 0 N 0 N 0 N 0 N 0 N 0 N N O L6 � oo A •- r O O0 4 � 0 O 0 O O Cp No LO > 0 0 0 0 0 0 C\ M Ct, Lri to, r; Z owO cn O vo�< �a Cy) Ow�Q � ZM�� =m=Z (.90 Lu 3: z x �ZZIi W Og2z O Q U D Z z Z Z Fao U OU O d 1.00 W Q Z Z z J W M N O ,r-- LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL J DETAILS -MONO