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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/ 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 @ 7O.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 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 (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD w MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. " 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 00 cM 6 MIL VAPOR ° OP BARRIER I I I ; D ' 4 11 g CV COMP. SOIL. III ° I I (COMPACTED TO 95% I I 1 11=1 I I I NOTE: EXTEND DECO FINISH I I I MODIFIED PROCTOR J —I 4" to 6" BELOW GRADE ASTM D1557) (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 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS ��O.H.D. RECESS IT z -;y� 4„ I 60 6- T y SEE A/S3 OR J/S6-1 _L11 I I I ,�, II 1 , I I „II 117 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (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 m 'III I �I °�D� 11—I I F—I 1 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 & c� @ 6" MAX FROM END OF 2 x PLATE - 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .A �I F I � ' o . I III —III —I 11=r 1 8„ 1---1--I„ - -- ''I .. 8' 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 ELEV. 0'-0" A.F.F. Q. ° a 4a . ELEV.-0'-31/2" z °. d p 0 ° A.F.F. 0 a 2x4 CONT. LL d p4 A 4 4- N I d d p ° GARAGE DEPTH VARIES a e... a g. 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION 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"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE R 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 2�� O. 24' WWF OR FIBERMESH 3 1/2" MIN. D ° II 11=III-�'31/2"(min.)- 4" _ d ' 00 ° —I —11I—III- 31 /2"(min.)- 4" I I=1 I I° —I I I I I —I II I- -III—I1I- 1I I �I I I 11=1 I �I I �I I I III —III I I'- (2) #5 coNT.+ 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL Cud 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.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN 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 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. I I �I I I —III= '3 1/2"(min.)- 4" 00 — I —III —III 3 1/2"(min.) - 4" =1 I=I I— EEI I I I I I=1 I —III—I I=I I =III=11 r TIII=III=1I1=III III —III '' (2) #5 CONT. 1114 U.N.O- MIN. TYPICAL BEARING WALL @ STEP 6cC SCALE:3/4"=V-0" S3 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"00' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING t��os�vV NAILED W/ 8d COMMON NAILS @ 4" O/C pis 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 o� INSULATION PER FBC AND ENERGY \ AGM N oos 8" C.M.U. T4 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 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 @ 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 BAR 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS 113 OR #4 REINFORCING BAR GRADE N D ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z ° D co — -0 ° — FINISH GRADE 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] I� I _ 00 ° e • `� R °. ' _ _ _ 00 6 MIL VAPOR BARRIER I I ° ° 1111 Ia I I — - #5 REINFORCING BAR ° I I—III-1 I I-1I I—III-1I I- z I T #5 LAP SPLICE o° 8 ° ° ' OMP. SOIL.I D ° ' I 36" MIN. LAP [36" MIN. LAP] 9% MODIFIED PROCTOR ASTOM I I I� I I� I I� I— I I� I I� I I I 10" =1 I� 1=1 I-III=1 I I-1 I I� I I-III-III=1 I I� I I-1 1=I 1=1 I fly I I D1557) 'I 1I 4" ~ 1 -41—III—III—I 1 I #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" °' ° 'v GRADE 00 p -(1) „-yIHII�IH' #5 REBAR w/ OPT. i=1 111=1 I 11=1 I I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS CV ' N ° . r a. .411 .IF E.1114 A 00 Ell 4" -I I IEI�Uri 11� I I A 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 SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0� CONT. BEAD SEALANT Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. .. 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 MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSIGN 120#) CONCRETE SLAB 6x6W1.4xW1.4 \I ' 00 m p WWF OR FIBERMESH r;, ' E - _ d- w. 1 M 6 MIL VAPOR = BARRIER —II III I II I II I� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM W END OF 2" x PLATE W ° U J U) -I 1=1 I I —III m J I —I I �I I I —III I II-1111111� III IIIIII I °'• ° REBAR DETAILS r 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 2;:4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING W SCHEDULE � j Q w SEE PLAN FOR STRUCTURAL g J W COLUMN SIZE AND BASE o w CONNECTION INFO- U) 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 co FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or B PER 0'-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 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH I III I-11II—r o IIt=f (2) #5 CONT. =1 I I I 11-1 I I, , I I=1 I I, „ l i ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR vHnitS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d _�l O. p — — p .d — IFIIII IIF N p ° p d co � E _ I I I I 1-1 11-III„�I I III • a IIII, 111-ti ,„SEE A/S3/J/S6 4"1'-4+' 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 TO FOUNDATION PAD -� CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRAD p d_ c� z= 1=1—I—I I —III —I I W 0 0 U) LU �1= d Q d — - Fh-� I —I —III—I 11=1 11=1 I I I I III —III FOOTING --J U BEYOND PAD REINFORCEMENT I =1 I I—) I �� + ' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 2022 \rRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 N N �e 00 $ ,� • J r1n, �ij• �''�, •`'�/ to 00 Ln Z - 0 W 0 z Q (D 0 W `J� 6. `> q 0 c v M .�. 0u a V -0-02� ,L t o J 2 Q (D) O - ,o 9 Q QN C �1 7W� co Q E W wr, LLI vi W0 F- W�a � wmYz� Z Z) U O O LL V �Q v F— Q x J J �� Z LL LL O Z 20 F_ Q CYU)of zoW°—°gym°zz g U) 0 Z 55 Q~Qp Z WQ20�Q LL 00 C Q D O Q Q g Q Q LL O F- LL O Z W 011�_ > (n O � M O w J � � W U� CY) aUQ00 Z ~ Z � W W O J O d' N N O ti' N 1 0 O 001 CO 00 N O o r- 0 0 O 0 N 0 N 0 N 0 N 0 N (V CV N o0 0 6 V- 00 O A 1 N O M C) 4 C) I'l- 0 0 0 0 �— 0 �— O O U) N'^ U1 , 7 o 0 N 0 M 0 It 0 to 0 W 0 f- Cr �V^ J CC)Z Z O O♦-' W_U�'- owin O V��a 2 O x W ~ F- uJ F-of t� ~MOZ I- = Z /= v Z 3:J N 00 li}W2 }- � Z °r ('Y') IZ Z Z LL w N Og2z (D< ULnZz III III z x<0 Z U U J O O o_ �— m Z z z W J WC14 N O LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL — —1 DETAILS —MONO