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Home My WebLink About520-006-000Ae5REV I AT I ONS A.B. ANCHOR BOLT WIC, HOLLOW CORE A.F.F, ABOVE FINISH FLOOR H B HOSE BIB 15LK BLOCK HCAP 14ANDiCAP BM BEAM INSUL INSULATION B.P. BOTTOM PLATE MEC44 MECHANICAL SRO BOARD MAX MAXIMUM BTTM BOTTOM MIN MINIMUM CLG CEILING O.C. ON CENTER CLR CLEAR PLY PLYWOOD CONC CONCRETE PR. PAIR CONT CONTINUOUS RW REDWOOD D.F. DOUGLAS FiR -Re ROUGH SAWN DP DEEP SC SOLID CORE (E) EXISTING STL STEEL EX. EXISTING T.P. TOP PLATE E.N. EDGE NAIL TIN, TOE NAIL EWWM ELECTRIC WELDED WiRE MESH T t B TOP AND BOTTOM ELEC ELECTRIC U.N.O. UNLESS NOTED OTHERWISE FIR FINISH FLOOR W/ WITH FOB FACE OF BEAM WD WOOD FOC FACE OF CONCRETE WH WATER HEATER FOM FACE OF MASONRY W.I. WROUGHT IRON FOP FACE OF POST * AT FOS FACE OF STUD F.H. FIRE HYDRANT F,X, FIRE EXTINGUISHER F.G. FINISH GRADE FIN FINISH F.N, FACE NAIL FTG, FOOTING GYP, GYPSUM G,I, GALVINIZED IRON GAL GALLON H.F. HEM FIR NAILING SCHEDULE (TYP.) CONNECTION MIN, NAILING Joist to Sill (Toe Nall' Bridging to Joist (Toe Nail) —2-Sd Each End Sole Plate to Joist or Blocking ---16d 0 16"o,c, Face Nail Top Plate to Stud 2-16d End Nall Stud to Sole Plate 4-0d Toe Nails or 2-16d, end nail Double Studs 16d * 24"o.c. Face Nail Double Top Plate '6d * 16"o,c, Face Nail Top Plate: Lapp t Intersection Ceiling Joist {o Plate 2-16d Face Nail 3-8d Toe Nails Ceiling Joist Lap over Partition -3-16d Face Nail Ceiling Joist to Parallel Rafter 3-lrvd Face Nall Rafter to Plate 3-8d Toe Nails 1x Brace to Each Stud and Plate -2-8d Face Nail Built-up Corner Studs 16d * 24"o.c. Roof Sheating 8d * 6"o.c. Edge d * 12"o.c, Field Floor Sheating 80d * 6"o,c. Eddle Sod * 12"o.c. Heid Wall Sheattng Sd * 6"o,c. Edesm d * 12"o,c. FieTd • Unless Otherwise Noted on Plans and/or Details WOOD NOTES SAWN WOOD MEMBERS SHALL BE DOUGLAS FiR OR LARCH, S4S, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (IC50). WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: LiGHT FRAMING (2" TO 4" THICK t 2" To 4" WIDE)- NO,2 JOISTS t HEADERS (2" TO 4" THICK, 6" # WIDER) ------ NO,2 BEAMS 4 STRINGERS (6X t LARGER) N0.1 NO,i POST 4 TIMBERS (6X 4 LARGER) NO.I APPLICA5LE CODES TO THiS PROJECT: 2001 C5C, CMC, CPC, CEC, AND AMENDED AS PER BUTTE COUNTY REGULATIONS, P,L, 182,24 FT I- - - - - - - - - - - - - - - - - - - - - T { GENERAL NOTES CONTRACTORS SHALL. REVIEW THE PLANS FOR I \ ACCURACY AND VERIFY ALL DIMENSIONS AND I COMPLIANCE WITH APPLICABLE CODES PRiOR I \ 510THE WILLA%3. E ACCORDING CONSTRUCTION. REVIEW. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND i I \ MECHANICAL WiLL COMPLY TO THE CURRENT 2001 ' \ CALIFORNIA BUILDING CODE, STATE, COUNTY AND { I \ MUNICIPAL CODES. i \ CONSTRUCTION SHALL COMPLY TO ANY AND ALL { i COVENANTS, CONDITIONS AND RESTRICTIONS ' i \ RECORDED AGAINST THE LAND, I \ ` I \ SAFETY, CARE OF ADJACENT PROPERTIES DURING { I \ CONSTRUCTION AND COMPLIANCE WITH ALL \ APPLICABLE SAFETY REGULATIONS IS AND SHALL I \ BE THE CONTRACTOR'S AND ALL SUB CONTRACTORS RESPONSIBILITY, I \ i \ OCCUPANCY GROUP(S): R -3/U-1 \ � TYPE OF CONSTRUCTION: V -N i \ 6 STORIES: TWO BUILDING AREA (sq ft): I I \ s AREA: \ M,4iht P1=00i2 2335 SQ FT I \ ' ' I \ BASEMENT FLOOR IOSI SQ FT OCCUPIED TOTAL ' �'' ED 3 432 SQ I`1' GARAGE O I \ COV CSG 2-t3 SQ I=T ' I \ ECK 249 SQ FT \ 1 DECK 2ND LEVEL IS SQ FT CIA C() \ ` I ` I I \ I I , I 6,5,4C, I' I , APPROVED \ ' IButte County ' Envir mental Health \ ' { I —so5 o- \ ' ' I Date \ `. I Signature ` I 38� \ I I \ I I \ \ `\ -- - — - P.L. 211_11 FTco - i 681$4 ` - REI31,11 H LI TOS ; c ORIGIN L F DATI N \ PARKING I AMP SER I FLOT PLAN ANX P ANE TANK I REVISIONS BY June 08, 005 � a U N 1 N 12:15 PM i— (y_ U z O lu w lu V U. :2� K-) 0 14 V "4 tom. O Arevlslon 6/1/05 05, 2005 SCALE% 1/4"-1'-0" DRAWN: DSJ ,,oB= SHEET C I OF SHEETS 4 in Q �i 2x6 HORIZONTAL RAILING 6x6 POSTS AT ■ • ■ 0'-0" O.C. MAX. E ;.:vial F.eal! *a so DECK RAILING z APPROVED U 0 2 05 2x2 IN lERMEDD IUA�ITN RAILS � Bu county Enviro m ntal Health GRABBER SCREWS - Chic0, CA 2 AT TOP, 1 AT BOTTOM ate 'SHEET METAL FLASHING Signature 2x DECKING 2x4 TOE RAIL " 3 4 MAX. X59nelm 14 — ----�--- 2x FASCIA FLOOR FRAI„iNG LAG BOLTS IN PRE- 2x JOISTS DECK RAILING – SEE PLAN DRILLED BLOCK – NOT LESS THAN 36" IN HEIGHT (34" AT STAIR) ----i-- HANGERS NOTCH DECKING AT CONTINUOUS P06TS WITH PATTERN / SPACING SUCH THAT A SPHERE 4" IN DIA. CANNOT PASS THROUGH LAG BOLTS BLOCKING FOR BEAM - SEE PLANS RIM JOIST / BD. PONY WALL 6x6 POSTS AT DECK RAILING 8'-0" O.G. MAX, DECK FRAMING DETAIL _ 4 • 4 "Q SEE PLANS FOR , DECK FRAMING AND RAILING DETAILS % FOUNDATION / FOOTING SIZES 4 ► G ► 4 ► 4 � O • 4 � NOT TO SCALE REVISIONS BY June 16, 2004 LU U !� w > z 4 Q � U � z LU v �' L 01:13 PM O O O O O .O ;7 l U LU F- 0 1-- z A , lu z W -1 LU � z � O � � U`4U O JuO lli O QREV1510N 6/1/05 Jona 16, 200(#14-04 SCALE= 1/4"-1'-0" DRAWN: T61- SLJOB: Am; SHEET A10 A55REV IATiONS AIB, ANCHOR BOLT H,C. HOLLOW CORE A,F,F, ABOVE FINISH FLOOR H B HOSE BIB BLK BLOCK HCAP HANDICAP BM BEAM IN5UL INSULATION B.P. BOTTOM PLATE MECH MECHANICAL BRO BOARD MAX MAXIMUM 5TTM BOTTOM MM MINIMUM CLG CEILING O.C, ON CENTER CLR CLEAR PLY PLYWOOD CONC CONCRETE PR, PAIR CONT CONTINUOUS RW REDWOOD D.F. DOUGLAS FIR RS ROUGH SAWN OP DEEP SC SOLID CORE (E) EXISTING STL STEEL EX, EXISTING T.P. TOP PLATE E.N, EDGE NAIL TIN. TOE NAIL EWWM ELECTRIC WELDED WIRE MESH T t B TOP AND BOTTOM ELEC ELECTRIC U.N.O. UNLESS NOTED OTHERWISE F,F, FIN15H FLOOR W/ WITH FOB FACE OF BEAM WD WOOD FOC FACE OF CONCRETE WH WATER HEATER FOM FACE OF MASONRY W.I. WROUGHT IRON FOP FACE OF P05T AT FOS FACE OF STUD F.H. FIRE HYDRANT F.X. FIRE EXTINGUISHER F.G. FiNI5H GRADE FIN FINISH FIN. FACE NAIL FTG. FOOTING GYP, GYPSUM G11, GALVINIZED IRON GAL GALLON H,F, HEM FIR NAILING SCHEDULE (TYP.) CONNECTION iMIN, NAILING R -3/U -i Joist to Sill (Toe Nail' V -N Brid ing to Joist (Toe -Plate Nail) 2-8d Each End Sole to Joist or 5Iocking-16d * 16"o.c. Face Nail Top Plate to Stud 2-16d End Nail Stud to Sole Plate 4-8d Toe Nails or 2-16d, end nail Double Studs 16d * 24"o.c, Face Nail Double Top Plate 16d * 16"o,c, Face Nail Top Plate: Lap # Intersection 2-16d Face Nail Ceiling Joist to Mate 3-8d Toe Nails Ceiling Joist Lap over Partition -3-16d Face Nail Ceiling Joist to Parallel Rafter 3-16d Face Nail Rafter to Plate 3-8d Too Nails Ix Brace to Each Stud and Plate -2-8d Face Nail Built-up Corner Studs 16d * 24"o,c, Roof Sheating 8d * 6"o,c, Edge 8d * 12"o,c, Field Floor $heating 8d * 6"o,c, Edelft 8d * 12"o,c, Fieid Wall Sheati 8d * 6"o,c, Edelom d * 12"o,c, FieTd UnIo" Othoulss Noted on Plans and/or Votatis WOOD NOTES SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, 84S, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING: OFFICIALS (iCSO), WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: LiGHT FRAMING (2" TO 4" THICK t 2" To 4" WIDE)------ NO,2 JOISTS t HEADERS (2" TO 4" THICK, 6" t WIDER) ----- NO,2 BEAMS t STRINGERS (6X t LARGER) NO,1 N0,1 POST 4 TiMBERS (6X t LARGER) N0,1 APPLICABLE CODES To THIS PROJECT: 2001 CSC, CMC, CPC, CEC, AND AMENDED AS PER BUTTE COUNTY REGULATIONS, P.L. 182,24 FT -------------- ------ I I I I I I I I I I I n AK GENERAL NOTES THE GENERAL CONTRACTOR AND ALL 6U5 CONTRACTORS SHALL REVIEW THE FLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WiTH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED SIDS WILL BE ACCORDING TO THE REVIEW, ALL CONSTRUCTION, PLUMBiNG, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT 2001 CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS iS AND SHALL BE THE CONTRACTORS AND ALL SUB CONTRACTOR'S RESPONSIBILITY, I \ , t \ ' I 6.8 AC, t t ` t ' , I � I \ , t \ , I \ , t ` I \ ' t \ , I ' h P.L. 211.11 FT I-- - - - - - - - - - - - - - - - - - - - PLOT PLAN \ REPLACEMENT / FIELD REBUILD H USE TO ORIGINAL F NDATION I PARKING ! \ i 200 AMP SERVICE P�2tS1PANE TA D 0 \ NK ou 1� COUN 1� LD PARTMW 14 P 1 0 Y IF r - \ -n LA lNliv ql'J e 0 • BUILDING PLAN APPRC}'JAL \ \ �I —il , ` r � Parking: L7Cj soaping: ` \ Other 7 ILA Signature: REVISIONS BY ne 08, 2005 W 0 � ,4 '+1 4 zj:�' zzz � o 'tel 09:32 AM �L Arevislon ry/i/O$ Jun. 06, 2005 SCALE, 1/4"■I'-C DRAWN= DSJ JOBS SHEET C I OF SHEETS OCCUPANCY GROUP($): R -3/U -i TYPE OF CONSTRUCTION: V -N STORIES: TWO BUILDING AREA (eq ft): AREA: MAIN FLOOR 2335 SQ FT BASEMENT FLOOR 1091 SQ FT TOTAL OCCUPIED 3432 SQ FT GARAGE 0 COV CK 213 SQ F i' ECK 249 ZFT DECK 2ND LEVEL �15 SQ FT I \ , t \ ' I 6.8 AC, t t ` t ' , I � I \ , t \ , I \ , t ` I \ ' t \ , I ' h P.L. 211.11 FT I-- - - - - - - - - - - - - - - - - - - - PLOT PLAN \ REPLACEMENT / FIELD REBUILD H USE TO ORIGINAL F NDATION I PARKING ! \ i 200 AMP SERVICE P�2tS1PANE TA D 0 \ NK ou 1� COUN 1� LD PARTMW 14 P 1 0 Y IF r - \ -n LA lNliv ql'J e 0 • BUILDING PLAN APPRC}'JAL \ \ �I —il , ` r � Parking: L7Cj soaping: ` \ Other 7 ILA Signature: REVISIONS BY ne 08, 2005 W 0 � ,4 '+1 4 zj:�' zzz � o 'tel 09:32 AM �L Arevislon ry/i/O$ Jun. 06, 2005 SCALE, 1/4"■I'-C DRAWN= DSJ JOBS SHEET C I OF SHEETS FRONT ELEVATION SCALE: 1/40.I' -O" I I I I 1 1 I I r - IL _ I r- - - - - - - - - 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION SCALE: 1/4"■1'-0" I- - - - - - - - - - - LEFT ELEVATION SCALE: 1/4"■I'-o" � � z u 3 TOP OF FLOOR DECK N_ TOP OF FOUNDATION PA" TOP OF FOOTER =D OSB %LF OF THE VENTS ARE THREE OTHERWISE, IIN 10 FT. - - " "- -- .. -� - , � I�l •�.► �� W��-N ROOFINCx AND VERTICAL WALL SURFACES. MIN 26 GA. (off PROVIDE MASONARY LUEEP HOLES FOR VENEER AS PER UBC i) PROVIDE WEEP SCREEDS AT THE BOTTOM OF ALL STUCCO WALLS, 4" FROM EARTH AND 2" FROM PAVING (TYP) REVISIONS BY June 16, 2004 I- � U O � m o z0 w O wJU ° o (Y_lu �► U 0_11 } f� L m 01:19 PM 0 lO to IND 10 iO to JF11 1 10 n�n U Q O lu z (y J tu O lu � O � (Y- 3: U ui ND >� 3 O REVISION 6/1/105 1 June Jr., 200f.tt4-04 DRAWN: SRH Joe: SHEET A1.0 f Y 4 in REVISIONS SY June 16, 2004 -` ` f f f U O1 � ol O W i 6x6 POSTS AT • • • • • • . ■ ■ w of _ >n 8'-0" O.G. MAX, } W m 0'1:13 PM 0 O O do DECK RAILING O O 1 O _z N !1� I 2x2 INTERMEDIATE RAILS z n,� 1� OL U � - ANCHORED WITH M w U �— z w GRABBER SCREWS - Q SHEET METAL FLASHING 2 AT TOP, 1 AT BOTTOM Luz 2x DECKING � 2x4 TOE RAIL OL ' � U 11 4 MAX. FLOOR FRAi" �NG - O 2x FASCIA - SEE PLAN LAG BOLTS IN PRE- 2x JOISTS QREYI61ONl6/1/05 Jury. 16, 200*14-04 DECK RAILING ------- DRILLED BLOCK HANGERS DRAWN: TSL NOTCH DECKING AT - NOT LESS THAN 36" IN HEIGHT (34" AT STAIR) JOB: CONTINUOUS POSTS _ WITH PATTERN / SPACING SUCH THAT A SPHERE LAG BOLTS A2.-0 4" IN DIA, CANNOT PASS THROUGH BLOCKING FOR BEAM -SEE PLANS RIM JOIST / BD. PONT WALL DECK RAILING 6x6 POSTS At DECK FRAMING DETAIL • s' -O" O,c. MAX. _ SEE PLANS FOR , DECK FRAMING AND RAILING DETAILS Q FOUNDATION / ' a• ' , FOOTING SIZES 1 NOT TO SCALE a 1 0 ► D ► D ► 4 • 4 • O � REVISIONS SY June 16, 2004 � U O1 � ol O W a o w of _ >n } W m 0'1:13 PM 0 O O 1 O O 1 O N !1� I z n,� 1� OL U � w U �— z w Q Luz � O ' � U � O QREYI61ONl6/1/05 Jury. 16, 200*14-04 SCALE: 1/4"•f -O" DRAWN: TSL JOB: SHEET A2.-0 4" MINIMUM REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS AND NOTES GARAGE AT GARAGE: SLOPE SLAB TOWARD DOOR AT I/8" PER FT. P -T_ MI-IMAILL / Ant P PLdTP MINIMUM 6" FROM iPEATPNG / MUD61LL )PE FIN. GRADE 1Y FROM BUILDING ❑ ❑ TOM 12�� EXISTING FOOTING, typ NOT TO SCALE OF FOOTING UTILITY RM TGI FL J. w 16" TYP It"" MIN. v I W II�IIIIIi IIIII III SLOPE F ----N RADE AWAY FROM BUILDING 6 MIL POLYETHYLENE 6" C01�1C STEM CONCRETE RATED MOISTURE BARRIER 2" MINIMUM COMPACTED GRAVEL ° ° 150 TOM OF FOOTING 12�� -41 EXISTIING FOOTING AT GARAGE NOT TO SCALE 4" MINIMUM REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS AND NOTES SLOPE SLAB TOWARD DOOR AT V8" PER FT. E GARAGE DOOR RECESSED THRESHOLD CAST INTO SLAB TO CONTROL WATER CAULKED EXPANSION JOINT SLOPE DRIVEWAY AWAY FROM BUILDING I —$ I lllllll IIIII�II > MIL POLYETHYLENE CONCRETE RATED MOISTURE BARRIER 4" MINIMUM IMPACTED GRAVEL C3 ° Aw TOM OF FOOTING x-7-\ EXISTING FOOTINGS AT GARAGE NOT TO SCALE FLOOR FRAMING - SEE PLANS P.T. MUDSILL / SOLE PLATE MAINTAIN MINIMUM 6" FROM SOIL TO SHF-ATHING / MUD51LL 6" MIN. SLOPE FIN. GRADE AWAY FROM BUILDING 3/4" RIVER ROCK. FILTER FABRIC 4" PERFORATED DRAINPIPE WITH HOLES ORIENTED DOWN - SLOPE TO DAYLIGHT ❑ ❑ B TOM OF FOOTING IQ" EXISTING FOOTINGS DETAIL NOT TO SCALE 86'-O'1 CONTRACTOR TO COORDINATE DETAIL 1 WEIGHT OF POST WITH GRADE / FIELD CONDITIONS FLOOR JOISTS - SEE SI 4X6 DF2 GIRDER DF 02 2CLEATS 4x4 POST I I EACH SIDE CONCRETE PIER CONCRETE FOOTING IIIII CV I 24I EXISTING TYP INTERIOR FOUNDATION NOT TO SCALE 61DING, STUCCO, OR STONE -- � 6" FMISH GRADE SLOPE R AWAY FROM NORSE 3 6 MN. 2% FOR FIRST 5' � � r. w. . w. - • .E) Ina — r ty I ,2X4 FTDF MUDSILL PLATE W/ 1/2"DIA. X 10 " ANCWOR: BOLTS, i=MBED MIN. 111, AT 6'-Q" io_C_ MIN 2 F:IPQ PI1=e'C MAV 11" t=nM =Nr).^ 6" 11IIDE CONC. CURB, ArIGPT VARIES ABOVE GARAGE SLAB+ 3-1/2" THICK GONG. SLAB (2500 PSI IN 30 DAYS) 16 MIL VAPOR BARRIER A" CRU6 ED ROCK BASE -04 REBAR T 4 B HORIZ. CONT. 12" 3" CLEAR FROM SOIL GARAGE PERIMETER FOOTING W 6X6 POSTS aIN SIMPSON C866 COLUMN BASE uI @ z 3-1/2" THICK CONC. SLAB (2500 PSI IN 30 DAYS) Oa -U 4 PORCH NF _ FINISH GRADE SLOPE TO DRAIN AWAY ' r 3" r cl NATUR OR COMPACTED 501L 12" POSTS AT FRONT PORCH 04 REBAR T 4 B HORIZ, CONT, 3" CLEAR FROM SOIL REIFI6ION5 5Y June 16, 2004 I -- z z Z Lu U V � U w Cal z � o LU w >- O 04 Q � U 4 W Lu wO z LU } W 05:41 PIM z Q QL z O AREVISION 6/1/Orp June 16, 20d'4.14-04 SCALF- 1/4"-1'-0" DRAWN- 5RH JOB: SNIEE I z Z U V Lu U uj Q LU U w Cal z 0 0 � � O O 04 U � 0 0 A) UO' 3:gL U � -q AREVISION 6/1/Orp June 16, 20d'4.14-04 SCALF- 1/4"-1'-0" DRAWN- 5RH JOB: SNIEE I claw "b" comp roofing 2X SOLID CLOCK ROOF ) BLOC W/Sd's * 6" OC EN BLOC > RAFTER W/ 2) 16d's RAFTER > TOP PLATE W/ 2, lid's 056 PLY SHTG NAILED W/Sd's y i/12 O/C TYP CONT, 2X RIM JOIST MANF TRUSS' • 24" ATTIC INSULATION - R-35 PER RAFTER, UNO R-15 INSULATION 1/2" GYP BRD 2X4 DF CONST. STUD WALL * 16' O/C FLR JOISTS it," OC 2X PT SILL b" stem (AT BASEMENT) 115" atom At p) 04 RE -BAR (CONT ), 3 EACH I X IF CONT, GONC, PERIMETER FOOTING I MIN TVn 17'0 A ►AIKIn Cc/% Tln1%1 SCALE= 1'=1'-0" CR055 5ECTION A -A SCALE: 1/4"-1'-0" I I I 1 1 I I 1 I 1 I I I I I I 1 I I 1 L -=12 L-=4 i I I I I L-=41 =8I I L=41 L-=41 I I SCALE: 1/4" -P -O" BRACEDWALL/SHEARWALL SCHEDULE 6X12 DF01 3/8" CDX OR 058: OR 5/8" T-1-11 SIDING SEAM, TYP G.I. z BAR 2X DF STUDS Ifo" O.C, (TYP) i NAIJLED W/ Sd 6 6" O,C, EDGES- 1211 MELD 1/2" ANCHOR BOLTS 12" O.G. 2X8 DF+ LEDGER o SGREW Witl� 3-0IOX4" ZINC SILL NAILING W/ lro d 4D 12" O.C. PLATED COARSE THREAD WOOD REW A-35ioF CLIPS Q BLOCK>PLATE 6 4811 O.C, AT 2'-0" OC TYP, LED J BOTTOM PLATE (TYP) 2X6 RDDKG 2X SOLID RIM JOIST _ WD CRONTJOIE3t 2X8 DF2+ DECK )0187 24" O.C. Jot T AS PER PLANS 1/211 GYP BRD ONE SIDE NAILED W/ 5d Q i" O.C, LUS26 HANGER (TYP 1/2" ANCHOR BOLTS '12" O.C, 2 SILL_ NAILING W1 lb d 9 12" O.G. NAIL 51�-4TG PLY t0 SILL 10/8d'S * 4" O.C. TYP, A -315F CLIPS Q BLOCK>PLATE 6 42" O.C, 4 SW STEIEL FRAME AT GARAGE WALL b SEE SHEET 54,0 DECK CONNECTION t PERIMETER FTG. DET. (TYP) ---- (:: c REV15IONS 5Y June 16, 1004 F - w U O m w 0 w O I O O Z lu � U V/ (Mz fil`•' 06:54 PM O i O O l�U U U � JU Z3 Cl t`U z w w � O O U O � to 3: � U June 16, 200*14-04 SCALE: 1/4"-1'-0" DRAWN: SRH JOB: SHEET 52.+0