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2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ 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 & r� 11 E (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6 MAX FROM EN.D OF 2 x PLATE 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 -I11-III-III-I ° II-III=III-III- o I -III -III -III � D II III -III -III-' r •=III-III=IIII ,I' PRE ENGINEERED WOOD ' 1—I I ;III III=� ° —III =111ir — TRUSS @ 24" O.C. U.N.O. "I III=1 I I=1 11=III=1 I I=1 I I=III=1 I I=III �I HURRICANE ANCHOR -III 111=III=III=III III=III IIII � ,I @ EACH .IIIIIII�III�IIIII�lllll�llllII- 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOBARRIER SHINGLENGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE: 3/4"=1'-0" 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" 2 GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL EXTERIOR WALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER SEE CC/S3 OR CHART ON FLOOR 8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. PLAN 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON NAILER TYPE "S" MORTAR WALL SEE GG/S3) STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS w/ (10) Od NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. : a 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. U-0" A.F.F. A. 0 d �. a ° d.. d d . ELEV. 4-3 1/2" A.F.F. o .4 d 4 2x4 CONT. °' ° a w 9° N ° d °... ° a 4. GARAGE DEPTH VARIES ° d GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" 53 x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD d #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ; °; 00 FOR LOCATIONS) FOR CLARITY 1x4 P.T. BASE NAILER 31/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER 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 9 r ° ° D 0) M I II=III=I I' • OP 6 MIL VAPOR IIIII zBARRIER 71, COMP. SOIL. �T1 (COMPACTED TO 95% -I I I I =III 11= MODIFIED PROCTOR III I I III —III —III —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (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" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS ` z 00 T SEE A/S30RJ/S6--��lil Illii l�l Illill�l= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° D � ° D I -III -III -III -III -III __I D °- III -III -I 11=1 I I -III -III Z D ° I -III -III -III -III -III -I I � NOTE: ° D u g III -III -III -III -III -III- N *FOR BEARING WALL 1=III=III=III=III-III-' '- W/ UPLIFT ONLY I I I=1 11=1 11=1 11=1 11=1 11=1 ! 1=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 � 1-� -I 11-1 I I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=i 11=1 11=1 11=1 11-'' FRAME WALL TO C.M.U. WALL CONNECTION rD ____ , SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 - -1#51REBAR w/ OPT. III I IIIII I IIIIIIII I I I IIII I I I II I II I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LL: SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" G O.H.D. RECESS E d M ' M �...•. —a; Q. A. -III _11p 11 .III=1 III=� 1 T I:4 I I I=1 'T_I-III -I I=1 SEE A/S3 0R J/S6 III I, iil I l l l i iil' 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. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH 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/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" r31/2" MIN. D z D ° D 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.( 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° I I 1=III=III= I'3 1 /2"(min.)- 4" -I -III-III- 3 1/2"(min.),- (2) #5 CONT.I i -11 III, IIIII IIIII III ...III= �' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-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. wl 2"°x3/16" PLATE WASHER (TYP.) —1 (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 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 —SIMPSON SP1 w/ (10) 10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH �1:":(3 1/2"(min.) - 4" =III =III _ =III III-� I I El I I I� i l' I l-I I-1 I I=1 I I -III -I I -I 11- (2) #5 CONT. U.N.O. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER coNUo S l 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD S 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MFR INSTRUCTIONS Z_ #3 OR #4 REINFORCING BAR #'3 $c4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi N ° ° ' ° T ° D M — — — 0 D FINISH GRADE O0 [GRADE 60 MIN, Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] -III-I -III 6 MIL VAPOR BARRIER -III III D D ° ' I-1 I I I ° 11=III=III=11=_ III —III —III —III—, R 1 7/8 z #5 REINFORCING BAR III D. I I -I I I -I I I -I I I -I I F r III=III=1I1="'=' 2 #� I AP. sPl ICF COMP. SOIL. (COMPACTED TO IIIII D — 1== I I=1 I I= 95% MODIFIED PROCTOR ASTM �= 11=III=III=III=1 11=III=IIII D1557) III IIIII IIII IIIII�IIIIIIIIIIIjllll_ 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAI — ° ¢ INTERIOR d 4. < 4" •d .d d` d y. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � a E_ 111= M 6 MIL VAPOR - = i'- BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 r d WWF OR FIBERMESH a �J a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 1�:�V:A�:�.��.!_I��.QI��:�:Si►:A:�:A�:�.��O.O.I��;�.I�� S IL\ 1/2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC 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 o END OF 2" x PLATE Lu D U J =III=III=III m ° Lu 1—III-III-III II IIIIIIIIIIII (IIIII ° CE REBAR DETAILS rF 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 CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 6 2x4 P.T. PLATE g d 7/16" �I O.S.B. $ COLUMNLOCATION 2x4 #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 w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 In FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS J1 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS El FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik `COMMUNITY SPECS W�.��D��!G ■III ■al 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 II -III -III -III- o I I I I —I I-1T— ,- (2) #5 CONT. —1 I I -I I I=III, , , III 1111111 ON 3" CHAIRS (TYP.) L8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VAKIL-6 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH C ° ° _III -III III; N v _11-III,-111;111�IIIII �. IIIII, M T I V -_l M �I I I • a. a -III= III= SEE A/S3/J/s6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@1 S.G.D. rm_�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE a ° I' M d. c� ° ;III=III e. . ° I-III-III-III— Z _-III-I III -III -III -I I w 0 0LLuu LU I I I i l l l l l• .� a� . I I I=1 11=1 I I-, Z Q =1 =III=III=III=III I I III=III FOOTINGLu -III IIi-III-III-III-III III -III -III- U (,;IIII=III=III=1 I I ,� I ...III-1 BEYOND PAD REINFORCEMENT -III—III—I �— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K"N SCALE: N.T.S. S3 �.. M h'Y� N mar g� < CM g � t s 0 0000 LO Via« ARGO agp� - $£ LLII y =O w 0 z a 0 N Ln - 0- -u W L = cV OR - T N M (rn N V u E�� 2c :D 0o 2 o .F �•� � Lio v Q = u a) Q _ - } � W Q E c7 00 �0 ��a� LLJ NN `W uj 0 LI LLIV) LLI oLU I- Lu 1— Q x fi g~ zQ� z O LJ— U O B R J Z < w�� O ZQO � cyww� wozoWPomZz O O Co _jzLIL L`UWO� OZoa>z �YQ6� <D e o� LL Q-, o H. Q LL O O Z N O� U) O M O rn LL 'r1t (n c 'M � <U<oo Z F— Z � w W O O AY Virt u I Re iew As Plans Revie i t. 9 c for cam bliance C0 with ple toe ed nd a pr®,, Y Debt a AnindKA p D F$C 7t diti r O N o N N N 0 o r O o � � o I I I I I I ' Z N LO w o �' I I I LO � � N° CO CO Z zz Q w +-' O W z ci z cy)-F--+ O z U F �z j O oho Q Z aria �— F- 0 W < = mew N I-1.-2 0 �1 N 1'Y O (0 Q O 0- w z z F— Q pU _o W Z Q z z w WO 0 N LAST PLOT DATE O • . Z O STRUCTURAL DETAILS - MONO