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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E ((I))LAYER TY 11( l) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UANCIEll" <LVIIIIIf FOR IRS CHAIRS (TYP.) WWF OR FIBERMESH ``' IPIf1fCHl >4:112 1 D ° ((2)) LAYERS TYPE u OR TVA IN A ° (("5 OR i) -LI 1 III -I I -I D �11111-1 --FOR fiir�IF I::il2 EEC : 111 1Ti II=ENGRABEIRED VW4�IDM -1 JAI I lI I_I_- ' TRUSS @ 24" QQ UALO I I I I-11-1 III-IC„LJ--II1I1-III-L1 I 1I-III1-I l 11 III 1 l l -T��-f�fI-l I. II I I I -_—I I I El —II 12 �I@EQTTT �)) VARIES TRiSS(WUPWIFfSh�.))�/ I VEII-AC1L IPIL LINE EA. TRUISS Illill®IfIp3fR TYPICAL INTERIOR BEARING IMISULA RIGIllill pWGI.E IROW 7//16"GS.a.IOCNNt SEE ROM WALL w/ OUT UPLIFT rG MI0lIII IMSC1HEMALEIGNS IT.. SEE TYP. WALL SECTION �" SCALE:3/4"=1'-0° S3 REV.. VVVA RI 58" OIIR 1V2" IHIIGHI LIlUM11N m ow S11RffAWHI CEll.NI� IE11DGiE 11 l 1131M Y.KWle Wi®" 5/8"OR 1/2" HIGH STRENGTH J -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y/8' 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. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) `'' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE A.F.F. @ 240OR C)"x10' WEDGE ANCHOR 2 x 6 W1.4 x WlA 10 WWF OR FIBERMESH �3 1/2" MIN. a . ° ° Q ELEV.-0'-31/2" H d A.F.F. O d,° a - 2x4 CONT. °. ° .. .° " U— 1 44 Q ° ° N - Z D ° ° ��r3 1/2"(min.)- 4„ 00 ° a GARAGE DEPTH VARIES 31/2"(min.) - 4" — o • ��T d d... 4° - ' I, 111 _III -III -I I 1=ll1 111 11..1 III. a a' (2) #5 CONT. �l'-4" 8" 4" 1'-4" " GARAGE SLAB AT STEP rB'�� U.N.O. MIN. TYPICAL BEARING WALL P STEP @ SHEARWALL SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" ((�lm INUN IFAASCII9A 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING G"..TTM x @GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C WA 'ARE ROM 112„ ® 2Z SM FASCIA, 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" x10'WED GE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 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 r 3 1/2" MIN. it = I=�_— ° — I 1 /2"(min.)- 4„ 3 1/2"(m n.) - 4" �'-iI_I=�1 III 111 1J1 III-IJ. 1��1T1 '''II (2) #5 CONT. 14 I I II I �i I J 11llm I,�g� �- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 ')WHO SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M \Oo s salens A,�� 2x STUD �N�� �pUNG&8„G� R LOAD BEARING OR INSULATION PER FBC AND ENERGY \Q1oN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / 2x BLOCKING HORIZONTALLY@ 8'a'XIS„HaNI�K-OIWf INTERVALS NOT EXCEEDING pNtS�IULAAIfII®m PAIR :1 fl� r)pp[// [[ L, 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR CHIART ON FLOOR 7 IF11 H SCIII-113 WGROIff #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION iiK PPILRJIU SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE lx2F.]E]I][ G/S3 FOR ANCHOR ° „„ „ ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8" x 10 J BOLT @ 24" O/C W/ 2' X 3/16 MY�IpJBIR "�•1W BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " 9WH OK((S EDUETAap� „ R 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 *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING J W/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N _ 2x P.T. PLATE w END OF 2' x PLATE WWF OR FIBERMESH , E Ni�HI�L n'P PER MFR INSTRUCTIONS IRPAIS l ASSUMED FINISHED #3 OR #4 REINFORCING BAR UU D ° WPT IRWRIXG@29„®_' ' GRADE N Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a . ' . a VERT. IN FILL z �., — — ° o FINISH GRADE 00 2 25" MIN. LAP 30" MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a -1Ti 1Tf_ll [ 11Ti Tii I I- 4 (1) #5 MONO OR STEMWALL — a [ a ITI-III—III II ll 11/2'" GYPS llap -, 1=I I =I -I I w,- CELLS (SEE FOOTING MONO SHOWN ° - u�uc..U.1=111 lll I I -I 11111 1LI- D D D _ _ °O 6 MIL VAPOR BARRIER -III III t> D ° 111=-III=I I = O° FOUNDATION PLAN FOR CLARITY ° R 1 7/8" r L #5 REINFORCING BAR FOR LOCATIONS) p°. _ i� 1x4 P.T. BASE NAILER D ° °=I I=III=III-III-III- z • I I -I I=I II I II I I�--11 #5 LAP SPLICE I _� - 4"x4' INSPECTION ° _ C =I L f ll — — 2 #5 CONT. T T — ,,n II �7�rIllT-rT T� () I TiT Tf III NOTE: g D L=III-III-III=1_TI=Trf=, N III D ° I I I 1=1 11=1 I I—� I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL I r COMP. SOIL. (COMPACTED TO — 8" 1'-4" 8" FILLED CELL TYPICAL =I=I 1—III= °7 W/ UPLIFT ONLY _ _ _ _ — —__— —_ —I' 95 /° MODIFIED PROCTOR ASTM ' �— I-III—III—III—--�l--f �—I I I 10" (TYP.) MIN. 2500 PSI CONC. SLAB 11 - _ _ _ _ _ _ ch AT GARAGE CONTRACTOR Ill lLl—I I—III--_��---=�=III—I I -I D 1557) MIN PSI MAY VARY PER , _ _ I��--f�—f,y I I ITT llI-1' 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR III—III=T-I I„Ti i I�I i II Irrrl I,� #6 LAP SPLICE CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG wl.axwl.a WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��3 SCALE: N.T.S. S3 SCALE: 3/4"-1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 (V00 M 6 MIL VAPOR BARRIER ' L D 4 I I II • • I I I I= ilk OP — _ - z I � 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° a- ° -v GRADE COMP. SOIL.I (COMPACTED TO 95% ° — �_� — III III III I III � • _Ill =________ —-(1) I — — — —_— 1 #5 Mr -BAR w/ OPT. MODIFIED PROCTOR ASTM D1557) —III —I — 4irm, _ =I11-1 I fT I I I I IT_IT_ E N NCLOSURE ITfi �� 3" MIN. CLR. I- #5 REBAR CONT. O N 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 8r U.N.O. 0 4„ V-8" (2 STORY) DETAIL)MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = 1'-0" S3 SCALF: 3/4"=1'-0" 13 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z C _I I I_I I I -I I • . -III-I � I • ` 4° I I °° SEE A/S3 OR J/S6 I_I I I ICI I „ 11, I I Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-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. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N ' M N °: M ° I Ll- d. 4„ ITI o0 II II II •y. IIIIILi SEE A/S3 OR J/s6 -I I I11 1111;,111 I I I II I I: - FOR REINF. INFO. 3" MIN. CLEARANCE l'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. CONNECTION INFO ° � SEE PLAN FOR & LAYOUT DESIGN • —� TOP OF BEAM 71 SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & I 4 ll' CONNECTION INFO ° 8 T 2x4 #2 SYP P.T. FRAMING w/ I I (,=jlj�— ,� L MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 1/2" GYP. BD. P.T. 2x HOLD GYP. BD, g w COLUMN SIZE AND BASE 2 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 1 01_0a CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE -3 1/2„ SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND a COLUMN TO PORCH SILL O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c - EMBEDMENT @ 12" 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 00 GR 4 ° —I TENSION 120#) CONCRETE SLAB E, FILLED SOLID (SEE PLAN FOR g - — — _ , .4' J` 6 x 6 W1.4 x W1.4 =I ' SIZE AND REINFORCEMENT) 0—I °' d• Iles c °° WWF OR FIBERMESH , a w I�-I IlI U _ w I Z BRICK PAVERS or SLAB PER o o °' = III • • °• — z a o. u_ U — d. ° 4 — — M 6 MIL VAPOR T —7r —_ — — — — — — 0'-0" FIN. FLR. COMMUNITY SPECS _ a BARRIER — — ' 1L JL iI I=I I=Ill— 1T(--1TT=ITT=TIT I —III—�III—_— FOOTING v —_ I —_ �I II W, I II I I II II PAD REINFORCEMENT ' -I I 1=TTT--� 3" MIN. CLEARANCE '..9 SEE FOUNDATION (SEE SCHEDULE) 4" 4" " coNc.PADwFo. FOOTING WIDTH ' SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K *k D COLUMN FRAMINCPATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 s ALE "° `'-0' SCALE: N.T.S. S3 e-- N O N N co LO LLI U Lu \„ 9 Z Q to N LO ^ E O W V L 0 c'> Ln �% Q •� L M 2 TT �� 0 li g s ud .N V w S2N c Q E 3 g) 7� V CL (D W ovi WowwUJI J w~Q X<Mcr zOf Z xz)2_j 03:xLLL)ooJO QQ U �, Da E0Ip tR00mZZQU, F- 0 0 Z LjUZLW0z OcLjWg JOLL>ZYDZZLL0 -gwp2U�Q W0 I1 (!) Q<W0iFa- 00 X 0 0 0 Q Z IlQ 0 F—aU- p O O fV OW � (n r"-. u) %_j0 z o Q (~ M U-) Ul u- W Q Q Q 00 z I— z w Jo lD c0 M M O p 0 0 N 0 N 0 N 0 N 0 N 0 N 0 N N N , 6 O O 6 O a0 o N no c; N 40 0 0 0 No o O > O N O M d 4 O 6 O CO O I-� Z Z ZO c: Uo�o �W(f) Q r� 7C) �0�d • � zW ILL _L ~< Lr- ~m0Z �� 2Z�J Q 0 !-�ZX Tq �ZZ Oa�w 2 LnZZ Q Q .� a QU O m a z Z Z J w M N N N LAST PLOT DATE > Feb. 9, 21 STRUCTURAL 0 0 Z p — J DETAILS -MONO