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V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 2x Q.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE E UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (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 = m • ° I — — T 4 p I AMP PRE ENGINEERED WOOD — — TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - rrIIi I i t I I I TII- + i i� I 12 TRUSS (SEE UPLIFT SCHED.) W/ g (TyP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 IF 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SLAB & BLOCK 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/ r 700/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 11 ° ° •, ° @24"0C 2 d ° °' . ., ° °•..' ° ' ° ELEV. -0'-3 1/2„ ? �31/2"MIN. ° ° ...d• ° ° ° ° ° °. °d d 0 d A.F.F. 0 2x4 CONT. °' ° . w a° d < ° GARAGE DEPTH VARIES ° 31/2"(min. - 4" ° a (2) #5 CONT. GARAGE SLAB AT STEP rB'�� U.N.O. TYPICAL BEARING WALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING STRENGTH CEILING 12" N 0 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C BOARD PER CODE (OR 5/8", 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O") (OR %8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x 3.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) (ALT: 1/2"02" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"00' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. 1/2"(min ° _ I I �_=I I I—I'31/2"(min.)- 4" )_ 4" �f— II-1T( '� m I 3 1 Olmin.) - 4" II 1�I -, =1 I_I=1�1 11! llIT=r�Tr'T7Illl�=jlll llli��7[lll '' 8„ (2) #5 CONT. 4 -4 8 MIN. U.N.O. MIN. D SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 SCALE:3/4"=1'-0" S3 GYP. TYPE "X" @GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o �\a�M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY M�N�\°3s 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT °° INTERVALS NOT EXCEEDING "x8 X16 KNOCK -OUT CEILING & 8" O.C.O. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION �'' NOTE: SCREWS @ 7O.C. 1U-0" (R302.11) SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C.126 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 118"THICK. 10d NAILS (IF NO UP LIFT ON @ 24 O.C. VERT. OR K.O. BLOCK PLAN PLATE WASHER TYPICAL — 5/8"DIA. EXPANSION BOLT @24 " lx2 P.T. HORIZONTAL TYPE "S" MORTAR ) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER (6) 1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR STD. 90-HOOK SEE DETAIL SPACED EVENLY FIBERMESH ¢ BOLTS 6" MAX FROM 6 x 6 WlA x W1.4 N c ( ) w/ (10) 10d NAILS �, WEEP SCREED INSTALLED 2x P.T. PLATE ., BAR END OF 2" x PLATE WWF OR FIBERMESH ;, E d ARCHITECTURAL TYP" PER MFR INSTRUCTIONS o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U D p 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE N ° ' ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a p Z �,� — — — DD FINISH GRADE °D 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a II m D D 4L�l —al io1 P (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL p — °. [ ] II/2 GY SUM WALLBOARD SEE FOUNDATION PLAN °-I� _ W _ I ITI' ( FOOTING MONO SHOWN ;' U.N.O. D P. °° oo So FOR LOCATIONS) FOR CLARITY o ° R 6 MIL VAPOR BARRIER TLI P A. ° .' II�� #5 REINFORCING BAR R 1 7/8" `� lx4 P.T. BASE NAILER D D D . ° 1 z I Ill— D Z —+ . L—III—III—III T— I III- o P° I --I�I I —I I =III —I I1=II= � III=- I I —I I1-1 #5 LAP SPLICE �- 9? NOTE: • I—'III—T—III=I I I� I I —I � � --IIIIII-- j� �• (2) #5 CONT. „ g — — _ ° • 111 LL1 11 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4 BASEBOARD U- * II "' COMP. SOIL. (COMPACTED TO =L ° — 8" 1'-4" 8" FOR BEARING WALL I=L=III=III=I I I� I I� ; g5%MODIFIED PROCTOR ASTM ' 1 J J J—I �' 10„ (TYP.) w W/ UPLIFT ONLY — — — — MIN. 2500 PSI CONC. SLAB a — II_ D1557) — II II #6 REINFORCING BAR #5 STD. 90 HOOK � —� � rr Err � -r-r MIN PSI MAY VARY PER o -� —JT—I I —IJ-� I I —I I I -II (LI_ '' 4" 1'-4" MUNICIPALITY. 4"x4" INSPECTION PORT AT M #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE RERAR DETAILS rF WALL w/ UPLIFT le, G "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE C 4 M � II LLL r °0 II D — � 6 MIL VAPOR D = z_ r BARRIER _—I p I� N COMP. SOIL. r- (COMPACTED TO 95% — — TTT--III— — 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. V-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 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS Y z PAVERS C7 �2 I'''1111'IT7111TTj17ll� '+.� —'� JI..ILILIa.I—JI..ILILIll ♦.. :.. — 4" °P �IIIIII •' T 71�'7I •.e. '' T II 1 SEE A/S3 OR J/S6 1 Trr� 113" FOR REINF. INFO. MIN. CLEARANCE 1' 4" (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. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION.�,S3,)SLAB INFORMATION. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° " �r GRADE 0 — — — ° ° 3(l) M 7 __ #5 REBAR w/ OPT. '.. I I +—I AL I [= 11= 11=T= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=l'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS _ fV ' CO)71 M —�� • _� III° 'r——� _ i*T 00 r III —II .. I—�II_IT SEE A/S3 OR J/S6 -I I I�=II FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. P T 2x 1/2" GYP. BD. 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 C,l ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN ° — - — ual RI TOP OF BEAM RIdN G SEE ROOF PLAN FOR STRUCTURAL _ _ — — _° ° . ' ° Q ° — - 11= for compliavi1 (2) HTS20 _ v i—_ � . by DeFffa R BEAM SIZE & N ' ('ONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ "�"' "�18" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 +�""'� z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE F ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB 0 CONNECTION INFO. SLAB STEP & RECESS S.G.D. Ol _ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a' 4 SEE DETAIL 16/D1 FOR �. w/ 1/4"x3" TAPCONS AT 8" j MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING r. . ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C' TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r� (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS - z oo g GRADE a ° —j " TENSION 120#) CONCRETE SLAB d in FILLED SOLID (SEE PLAN FOR — Q a 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0 J - — �I ° ' . ° °• II-T-ITf-1 m °P c ° WWF OR FIBERMESH �, w p w w �LI=� '�_ — = V I--L(j-- E_ — — °' BRICK PAVERS or SLAB PER o rwn 0 0 = -I 1 • °� r z — - z a _—� — — M 6 MIL VAPOR - —� T M# BARRIER — ° — — — — — — jT( j jj 0'-0" FIN. FLR. COMMUNITY SPECS w ll- ° ° -LI l-J_I-ll a = _ - " Cr - - -FOOTING -� 41' 411 DATION (SEE SCHEDULE) FOOTING WIDTHLIT' MIN. CLEARANCE D INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N ------------ R M N O N to 0 LO 0, Q` o •- yr . • �•- � w D: 0 Q W 74. 0 q U +-} DOS a V) U -0-0— O 0 ° —piz8 v Ua < .Ni (� ` Lu CSZ N W L C •N O 7C) 0 04 0 W W �w wW w ' w22Q00 0 (� Q U QO�_j�O�a0)LL800 0 Z LL u Z _j 0 Z ~ Q O 0 a� w w w w w LL w Q 0 w J a. U) 0 Z a~wO��5) LIS oQ 0 0 0' ten¢ �a ��w b O O N _OW � = O Cn Ln J V � z Q W Q Ln C)� CL ,-I < Z O H Z Lu JUL 2 1 2 o �O i N M''M iew Assist" Inc. N N N pleted and appri ved o 4 the 2020 FBC 7th Edit o0 0 o ne Klahr PX2300 o O:� 0o ci co r- 00 T-r- O , O N O O N N o N 0,0 N 1 N O N O O N o N 0 N A O N O O 6 o0 O CV O O `t 0 T- 0, O 0 O O O �- O �- N O O NLO>rNci O O O 1 4Lo6r: O O O Cr M � Z Z o vV WU WWi-n 5 Q 0 Vo�o O IX_ LLI z zM I- �co0Z Z tz 3. J Q 5.<Z0 2 1� _ZZLL Da�Lu o 00 U)Z • z ,-4 F_a0 U Z V a O co z Z z J W M N Q � LAST PLOT DATE May. 8, 23 ,. STROCTURAL z 0 J DETAILS -MONO