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L _ I 1. 121111 _ _ _ _ 1 ,. -1: _ J_I —. nn .1"I' (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/ (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" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "I @ 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.FILLED CEILING & 8" O.C. WALLS 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 3 1/4" BASEBOARD 11- MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER - MUNICIPALITY. " 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 C14 11 11=1 r ° 1. 0 CV) o _ 6 MIL VAPOR 00 BARRIER 11111 , D 4 1 II I I COMP. SOIL. III 111= N (COMPACTED TO 95% III I III—I11=11 I I 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. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" VI (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS 'T RECESS 'T z OF SEE A/S3 OR J/S6 `—I!'11 I II i t FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / VI (1 STORY w/ DEPRESSED SLAB OPT.) V 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 10'1 (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. a 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH `'O I II i III 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 N T co ELEV.O'-0" A.F.F. II a a. e. 0 ..° . A a' Q ELEV. -0'-3 1/2' A.F.F. 0 4 4 ' a 2x4 CON4. T. 'a . < ... - U_ _ - 4 O C) A" o A a GARAGE DEPTH VARIES4. a a.. 4 GARAGE SLAB AT STEP B SCALE: 3/4"=VI 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 1U-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"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 3 1/2" MIN. z , pI � 1/2"(min.)-4" 00 I -111� 11= 31/2"(min.) I- ' II —II Ir (2) #5 CONT.l I 4" 1` ,111 OII U.N.O. -�F MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" nn I 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 U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"1 PLATE WASHER (TYP.) NOT EXCEEDING 10'1 (R302.1 1) (ALT: 1/2"12" 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 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. ° d 1/2"14" 00 I L 317(min.) - 4" =1 1=1 I I I I I I=� I r I' I I I-1 11=1 I— U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE: 311 S3 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING _�\SID 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' 0/C JM INSULATION PER FBC AND ENERGY �o 30 8" C.M.U. FORM SUBMITTED WITH PERMIT 0 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f #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" "I BOLTS BOLT 5/810 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. @ 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 SPACED EVENLY TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24MIN. LAP] SPACED S2X PT PLATE #5 REINFORCING FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR ° GRADE > ° GRADE 40 MIN. Fy= 40ksi N z #3 & #4 LAP SPLICE ° fl [GRADE 60 MIN. Fy= 60ksi] Z M A o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 11=1 I I- I I. e A D. °p 6 MIL VAPOR BARRIER I I I P o ° 11=1 I I I I� I— OD"AN AAA AM #5 REINFORCING BAR R 1 7/8 _ N z ° I I I 11=1 11=1 I IEJ I r z , I o. r #5 LAP SPLICE � ;I g II�I�II�II—II�II N _II 1> _ _ _ _ I ° I I� I F-111=III=� 1 36" MIN. LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO _XAZXXAZXXZ 95% MODIFIED PROCTOR ASTM I �= 11=1 I I� I FEI I I I� 11=1 I 1=1 I I 10" D1557) 'I 11 1111�1�11V1 I I P 1 I 1 I� 11=' 1 1'4" #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"1 S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 11 4 ° ' "v GRADE W — _ — (1) #5 REBAR w/ OPT. ' �I 11=1 I Ittl I I I— 11=111= 1 SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E M SEE A1S3 OR J/S6— -'1J1 j ��! 111 I II I I! r FOR REINF. INFO. 3" MIN. CLEARANCE 1'1 (1 STORY) VI (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4' 1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2-e HOLD GYP. BD. 1/2" FROM SLAB 014. CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. A. - a. 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 WWF OR FIBERMESH co _E _ A ' t N 1=1 11= I I — ± M 6 MIL VAPOR = f� 1=1 I L BARRIER — I I —I 11=111I I I 11F, IIII �III�III- 111 I 41411 I I INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE W C U J gI 11=1 III I I 6 p. n ° I =1 I II 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. x x CONNECTION I� SEE PLAN FOR TOP OF BEAM &LAYOUT DESK SEE ROOF PLAN (2) HTS20 FOR STRUCTURE BEAM SIZE & CONNECTION IN 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 x Q W SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE Ei CONNECTION INFO. �w SECURE 2 x 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 0'1 FIN. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS Virtu, Plans Revie for compliance by Deb 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 I — E (2) #5 CONT. =1 1 I 1 �I I, I I ON 3" CHAIRS (TYP.) 8" 11�11 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"1 S3 0 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH A IIIII N '-T_ a' e a ° II r r' -11111=III=� I I "' NI E M - I • a • IF F SEE A/S3/J/S6 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 _ CONT. FOOTING STEEL MAT REINFORCING. ' M ao GRA — — ° ° d a. . z= III=1 . =1 I I Lu O w n= I I �I I I a� 00 =ILI=1 U_ — a.. 'd d — _ M Q ' CD I m =I I I I I I I I I I_�11 - OOTINGLU I f=1 I �I�I I I —III—I U III�1111 I I , .. 11=1 I �' BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 28 it Review Assist. Inc. w completed and approved With the 2020 FBC 7th Editi n ra Anne Klahr PX2300 N N O N ,rY � �t4;4• - D" ��"`45. In :J. 00 LO �r `Is O r.. 0 z Q n, > o o W L c 40 C! u M N ti N V� 3 d M !� E o W O v o DU-o m Q s �d� �N V w Q� W L. p E V, W P W J w W M� O Q Of �wQ1 Z w z0 Q U V 0IL002- 0JZ,1Lf 022tiRoo0Q<0,oHQ Cy ZF- aLD W (��Q0 W =O IL J�WQ.UjOw Z aHW F- < z �� MW620 pIL q 0E o 5 oaz�a Q 0 < ,L LL. O O Z 04 OW > (n O M O rn CIO III J U') t)Iti QUa� Z Z W O d' I I I O O O O � 0 N 0 N 0 N 0 N N ao O rn O O - N O I 1 ' z 0 NA Uj 0 0 0 o I I I L 00 Z~ c0- Qz w O � W U moo M O UVFn L� � =)zj two z aZEa T� F_ W�Q W W r. F- (' mH2 N lY O zo= ■ ■ W M co �F-Z) wO 0 Q Z �Zx az ■ F- 0 Q _j p MMO W � z z z z w W M 0 > C:) LAST PLOT DATE 0 z 0 STRUCTURAL DETAILS - MONO ,