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(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 1[ (#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/ (NP') 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 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 1 x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARDFL (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- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ;n MUNICIPALITY. `� 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1 A WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 'v °° � D 0? 6 MIL VAPOR I I D I —I == z - BARRIER `V COMP. SOIL. IIII D I I= (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 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 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS RECESS T z M J. ° . ��II��I.; �..a• . 4ee I o0 . e 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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. e 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E •6x6W1.4xW1.4 N WWF OR FIBERMESH D I 1 wi = o 1 8ee 1 - V-4- .. .1 --8- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-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 (U.N.O.) 1 .N O.) (O(OR / HIGH STRENGTH GYP. TYPE -X' @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE CONNECTIONS. ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ L11 —A JL 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0' (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 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) --aNSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `'' 9 ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" ( @ 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE a A.F.F. ot O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 e a . A. @ 24 O.C.) Zee WWF OR FIBERMESH �� ATTACHMENTS 2 WWF OR FIBERMESH e a .q a °... ' " 111— 1 1 1 I- :4 e N a e. °° 11-1 1 d =T1 I I —I 3 rI-3 1/2"(miIIIGARAGE DEPTH VARIES 1/2"(m4I1�1=1 III —ITS 11� I I I� I i—i i i i i rr (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ rcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) I SCALE: 3/4"=V-0" S3 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -c05IC-- NAILED W/ 8d COMMON NAILS @ 4" O/C e°5 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 JM LOAD BEARING OR INSULATION PER FBC AND ENERGY �o N�NN °�5 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT °° NOTE: INTERVALS NOT EXCEEDING 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR " "°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 24O/C V`// 2 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING _ FIBERMESH N � WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS c., _ e 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR r ° ' D D _ GRADE 40 MIN. Fy= 40ksi - GRADE ++�� z_ #3 & #4 LAP SPLICE ° D FINISH GRADE a* [GRADE 60 MIN. Fy= 60ksq g - I MONO OR STEMWALL p z c'' — _ o D' 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN W ' �I I �I I I ITI D• I I �I I �I I �I' D o. °k D _ _ °O 6 MIL VAPOR BARRIER -1I I P D ° I �I I �I �I _ °° ee FOR CLARITY e ' �I I I III=III—I 11=1 I �, #5 REINFORCING BAR R 1 7/8 I I I �I I F I �I I I-1 I F N Z r D _ II—�� #5 LAP SPLICE I I . ' 111=1 I I —I — '—I � NOTE: p I I I �I I �IIF * g I �1 I �I�II�II�—P COMP. SOIL. (COMPACTED TO D FOR BEARING WALL I -=-I I I� 11=I I I� I I=III-' —I I W/ UPLIFT ONLY _ _ 95% MODIFIED PROCTOR ASTM D1557) I I IIII I I=1I�III I I �� 11— II 1 �'' 4" 1e'4,e ' FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 — — — _ • ° (1) #5 �REBAR w/ OPT. 1=1 11=1 I I=1 11= I 11=1 11= I �SC,ff.kN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS CV M N _ ° ° I °o �I I I I .•� w:; ;. I II�� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-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. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'_0" J CONT. BEAD SEALM — • ¢ INTERIOR • d ` . 4" 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 m a F- M 6 MIL VAPOR - BARRIERi (2) #5 CONT. —I I I. 11 I .I 1 1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1 e�ee 8ee #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO d x SEE PLAN FOR x & LAYOUT DESIGN ° e — — TOP OF BEAM ° ° �I1--III SEE ROOF PLAN FOR STRUCTURAL ° _ 1_ 1L 1 I I---1� II- ' °. (2) HTS20 BEAM SIZE & , , —I .. N I (— CONNECTION INFO M _I 17 11= 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION r� cn c .E W COLUMN SIZE AND BASE Es W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL a O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C- ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN ch CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 Z G D a ° r, FILLED SOLID (SEE PLAN FOR _ — o .4. 6 x 6 W1.4 x W1.4 N ' SIZE AND REINFORCEMENT) 0LLI °• =1 I WWF OR FIBERMESH �, BRICK PAVERS or SLAB PER a W Owcnw 00 w II III�II Z -11 ! o • ' ° a z < °' ° a 0'-0" FIN. FLR.�, COMMUNITY SPECS N — i—I �—� � � , I 1 I I I E=I I I ¢ I I E= w 4L 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 11 1 I 1 �111 =1 I �I I I I I �I I DOTING �I 1 Ill, 1 ...111 BEYOND PAD REINFORCEMENT I I �— 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 AUG 2 4 2022 vIRTUAL REvlh .; NSSl3 Virtual Rey/ie, v Plans Review Cain;. 3p., rrd for compliance with t, :c 10 Edition by Debra Annu Klahr PX: )JO N N O N N �s c. \ J 1• LO w;f • \ 1\� ; m \� `�' e 4zl� co In *k r •�' � • w- u z w r�., �, x 3 p \\ w °v Q� ? N � f7 to V Q �_ °�_Um q -L L O 2 0 o _ �\ _ lJJ /0, U-8 F Q t U a� r �V) U w Q� CNI a2 CO L E� WW �W vi W0H M� O W W J WafmJ yZ� Z�9WW02<0 ( Q� �W LL00JO jX-jLL�Z2-jQ 9oZ'0F0omZz HV�ow (10 a>zZY�w-10 c) �d cn Z LL ~w0�<�wL� U) —20a 0W0 0QZ Z) a 9Qa O O N 0� O O z J Ln U) U- F- a ctii Q U Q O Z I— Z � W Jo N N O N 0 N O O 00 (0 O O O O O 0 N 0 N 0 N 0 N 0 N 0 N 0 N N O O .— O r- O O CV A O N 4 0 0 0 0 O O N 0 0 ' ^ �l e� ` N > 11 0 N 0 M 0 I 'It I 0 In 0 Cfl 0 I` cr M (� Z Z OLucn VV o 0 Q E--O�a eeii L Z W F- m O Z z J z - i �z � r-'i _ Z z N W IMF 0-Rz 00 U) r Z T-11 Z �Q0 • Z U J a OV MMO W z z Z WO) N LAST PLOT DATE > Apr. 27, 22 STRUCTURAL z Q _J DETAILS —MONO