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HomeMy WebLinkAbout10149430.pdfi i i Puz [�_� a 11 1 1-1114 1. -JOIST TO SILL OR iSIRDM 2. BRID67INGS TO JOIST SU13FLOOR, TO JOIST •a►— TO JOIST OR —r-- S. • PLATE TO JOISTOR • r TO SOLE 1. r TO SOLE s. RAFTER TO PLATE q. OONTINUOUSBRACE TO STLO • :. 11. • i- _ STUDS AND ANSLES 12. TOP PLATE$ 19. RIM JOIST TO TOP PLATE 14. CEILING JOISTS 15. TO PLATE .7.1 .1 ��� I 1� 1� :,il 111I� 11 1 1 1 M�, 11111110)0i -TOE NAIL 3-bd -TOE NAIL 2-6d -FACE NAIL 2-6d -END NAIL 2-I6d -FACE NAIL 16d 0161, O.G. -END NAIL 2-16d -TOE NAIL 4-6d -TOE NAIL 3-bd -SPIKE TOC1"ET 2-6d -LAPS AND INTERSECTIONS 2-6d -TOE NAIL 16d -24" O.C. _SPIKE TOGETHER 16d -16" O.G. -LAPS OVER PARTITIONS 6-16d -TOE NAIL ad 016" O.C. -TOE NAIL 3-Sd -LAPS OVER YVALL 3-16d --TO PARALLEL 3-16d ALTERNATE RAFTER5 -BOUNDARIES 8d -61, O.C'. -EDGES ad- 61, O.C. -FIELDS Old -12" O.C. i NON-BEARIW5 PARTITIONS .. ` .. SEARINI65 PARTITIONS �Mll 411 - 112 3,1 - 1�4" , , '' - i6" . D LE STUDS ANYY+lHERE I" - 1/4" X YYHERE L7)EPTH OF NOTCH 15 6 TER 4 < THAN 17-1,NSTALL 12 &A. S 4-16d NAILS * EA H END. AIDTH :OF'STRAf' TO MATCH PLA � TOP i'LAT $ MAX AT 2X4 TOP PLATE 1411 MAXAT 2X6 TOP PLATE 511 MIN. I2" MAX. a , EN1D C�`31LL` t�LATE ��.�.,........��..�,�.. �- •;. �. 01 o PI20VIi�E 0T�tE3 NC?T H ! i "d" I5 LAR76M THAN 0/5 SILL 'PLATE . 5" MIN", 12" MAX. x X < < 5 NOTES N OTCH1N O of JOISTS, JOIST 4 RAFTER RAFTERS, SEAMS IS NOT g xae»� TYPI%O#%L mOTCM= ANUHIOLEU b g t�1a0�� SCALE: I-1EA,R• WALL SCHEDtJI._E SILL BOLTING MARK WALL. TYPE ���wA�t� - i-XTERiOR iN1�If3� Slit NAILING" SHEAR WALLS WAl �w AT UAER STORIES _ 1 j " dryrywatt with ad cooler nails 0 7"o,c. edge � field (ioblo 2s�i UE3C) Unblocked Nate 3 dt below 100 PLF *2Q0 5/8"0 72"o,o, t3j8" 38"o.c, 7j32 Shctt PIns 32"t,,0. 5je"i# 32I"p.c. 1660 16*o.e 15d"+�.c, ``✓ j8" drywall with Sd cooler nails 0 7"o.c. �,dge & field `— (Table 25 -1 USC Unblocked —Nate 3 & 9 below 11 s PLF *23Q #�I.F aj8"6 72",a4 5/�"� �43"A.c.C.C. 7f32 S#ao plod 32"o,o. 1Bd 0 4� 1 j2 drywall with 5d cooler malls 0 4'o,c, "I'll&field (Txtbto Za—i U80) Unblocked —Nate 3 & A below 128 E" F *260 PLF% 572po,�. " 38 ors, 6j6�i� 72�b.C. 5 0 0 36 P.C. 5,//t#" drryyw�vall with sd cooler nails 0 4"o,C, edge & field (TabIa ,2521 U8C) Unbimkad—Note 3 & 9 below 14a" PLF *29.0 PCP' sji�% so 0:0. 5 8 4!► 34 ox 5 " 1 0c.e, 5/8 D 3� o'e. 1�d a,c. #6d 0 �"o o, 1 //2" blocked d ail with Sad 000ler malls 0 �4"o,c. edge & field ('roble 25 -1 1.18 Neste sd below 1 P� *3CA IMF a/5I'* 07No.c. "�/8 � "33 o-c, 6/8"o 67ro.c, �+,a 33 o,c. ... # i�d ' . 16d a 6" blacked d wall with 6d cooler nails 0 �4"ox, edge & field bls 25--d Ufi C Nate 9 below 175 PLF *350 PLF 0"0 6i`ox- 5 jWo 2ro.o. 6 �" 07"o.c. aMO28"O.0. 16d 1�"v.as. 16d Jj6" stucco over paper booW loth w/i$ go stoplefs at 6"o,c. at to & bottom plates, edge of dheor wall and on field (ICSO Report No,1823, Feb,1 73) or 180 PI.,F 5j8" s�"o.r, aj$��t �iS"a.o. 16d 0 �"s+.c. (I000 Report No.1318,Feb,1973) or (ICSO Report No.1254,Feb,1972) Nate 4 below 0360 Pv 5/8"0 28"o.c. 8 28"aa.c. /8v led 0 �"a,0. � 1ct� y 3/8" P d Strvat 11 or Std Shtg with tad molls fir 6°o.e. at edges & 12"o.e. field ( able vil-1--1 UB2) Nate 1,& 1t5 �s4q P4F +S PiF 5/s; zs"0.o. al 19 o,c. 6%8atp S8"a,ar � -9 tlA 18"Ia.c 1t� #i► e_a.c Q kid !A ' 3//6 t'��yywwd Struct If car Std 5htg with Sd nand 0 "F"o.a. at edges & 12"o,o, field (%ble r 1I-�1--# USG) Nate 1, 5, 6, & 10 below P *760 PLF*f5" 5�'6 0 20"0. 0. 13"a.o. f$� 26"cs.p. l #" 8.3* .0. 1 4"c:tx. I. Z19 4. Plywd Sts�lct II or Std Shtg with 6d naps 3"a.o, at edges ik 123aro #I€ltci Q 43 At,r 5 "o 2 "r�o. V 41,0, i "fl.o. _,� * 20b.p. � e 3 1'. , °°ca.a. able 23-11I 1 UFIC) Nate 1, 5, 6, dt 1Ct below ., /8" F' d 5truei 11 car 5td 511 with i d Haile ""o.a. at ed s 12"ascr field U Not* 5, 6, 10 below Ali` i�� 5/ " 18"0.a. $�� 14��«g, g6' 18"'a«c. ' `� ,,•' albla 3�iI-�1-1 ) 1, & .P 15/32" Structutzll I pl ood *Rh 30d Halle Id 2"a,a, alt as q+ae 12"e rcr ilald 87i? PtF 3/ " 18 l ,wa. , / ' 22 0 `,N/A over 3x etude (Table 13-11-1-1 UK) —Neste #, 5, % & 10 below Strueturol Plywood with d nails 0 "o.o, at edger 6C Wo.c, field (D ALL Ica: OF PLYWOOD SHEM WALLS MUST N ► SOLID • r " F z t y� r r NON INTERIOR er e o . ., . ^ D T i d. . « e ; u< r t i • u . ..••t a *:u i► R SM OF WALL WALL S�OIIOHS HAVING A HEOM TOLENM RATIO . b t i . -" WTH'PAM OF �, _ ' _ Y Ya; e . �. D TO w. Otl , .. 1+ 4 a w AT i t , ° , i ;..w x;FRAMING i'Y i 7V :r NOMINALF. r - ■ nGCALL r ,y i DIM g ,pia REO'D BLDG DEPT NOTES i. PLUMBING, MECHANICAL AND ELECTRICAL CODE COMPLIANCE SUBJECT TO FIELD INSPECTION 2. ALL WORK SHALL COMPLY KITH THE FOLLOAING CODES AND GOVERNMENT REGULATIONS 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA ELECTRICAL CODE SURFACE MOUNT CEILING LIGHT FIXTURE HANGING LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE RECE55ED LIGHT FIXTURE EXHAUST FAN EXHAUST FAN AND LIGHT COMBINATION 110 VOLT OUTLET, MOUNT at 15" A.F.F. U.N.O. 110 VOLT OUTLET HALF SWITCHED 22Gv 6 220 VOLT OUTLET WP 6 WEATHER- PROOF OUTLET WP WEATHER-PROOF GROUND FAULT INTERRUPT CIRCUIT [j GROUND FAULT INTERRUPT CIRCIT FLUORESCENT LIGHT FXTURE TRACK LIGHTING FIXTURE VANITY LIGHT FIXTURE SINGLE POLE SWITCH 3 $ 5 AAY SWITCH 0 RECE55ED LOW vOLTAGE STEP LIGHT 46" FLUORESCENT LIGHT FIXTURE s GRA55 — SIDE PqALI< GURB I=AOIE W 5 9 0 i I il 5:2 1—OII 6�f '50 I —oil _� ____._-- r « in 1 10 , ° •' RONT YARD I30U5E F (282I N. OL LAPIS) SAPfrA AN& CA ° +� MAIN - ENTIR.Y C3 1 ' Y d ELECTRICAL PANEL GENERAL NOTES ELECTRICAL METER I. ANCHOR BOLTS: 5/5" X 12" LONG YV/ 2" X 2" X 5/16 PLATE AASHERS EMBEDED 7" MIN. IN CONCRETE FOOTING AND SPACED 220 AT MAXIMUM 6-0" O.C. STARTING WITHIN 12" OF SILL END5. 220 VOLT CONNECTION WITH DISCONNECT 2. CONCRETE MIX I PART CEMENT, 5 PARTS SAND AND 4 PARTS ROCK, MAX. & 1/2" GAL. WATERPER SACK OF CEMENT �7 THERMOSTAT 5. MINIMUM ATTIC ACCESS 22" X 3011 4. ALL WOOD STUD WALL5 5HALL BE SOLID BLOCKED AT PERMANTLY WIRED 5MOKE DETECTOR VERTICAL MIDPOINT YV BATTERY BACKUP 5. ALL WOOD IN DIRECT CONTACT Y41TH MASONRY OR CONCRETE SHALL BE PRE55URE-TREATED WITH AN APPROVED PRESERVATIVE - ILLUMINATED EXIT 516N WITH BATTERY BACK- 6. USE DOUGLAS FIR CONSTRUCTION GRADE #1 FOR 6 X AND LARGER, D F GRADE #2 FOR ALL 4 X AND SMALLER FG T' FLUE GAS HB HOSE BIB HB/sov t HOSE BIB A/ 5HUT-OFF VAL AIR CONDITIONING GONDEN50R ON CONCRETE PAD ® REGISTER A SECTION CUT A5.3 M DETAIL REFERENCE A7`-1 SHEET ON AHICH DETAIL APPEARS H j DOOR 5YM50L AINDOW SYMBOL SHEAR WALL INDICATION Q5 INTERIOR ELEVATION REFERENCE AND 8.8 SHEET ON WHICH ELEVATION APPEARS 3 1 /2" CHANGE IN VERTICAL ELEVATION Y VERTICAL DATUM REFERENCE ROOF PITCH XA 50`" X 50" ATTIC ACCESS WITH LIGHT 4 SWITCH F{ A 22" X 50" ATTIC ACCE55 A WITH LIGHT 4 Si 41TCH 7. PROVIDE 24 GAUGE G.I. FLASHING AHEREVER APPLICABLE 5. ALL BREAKS FOR VENTS, DUCTS AND PLUMBING SHALL BE STRAPPED AITH 1.1/2" X I/5" STEEL STRAPS WITH 4-I6D NAILS EACH SIDE a. ALL GYPSUM WALL BOARD SHALL BE 1/211 THICK TYPE "X" UNLESS NOTED OTHERWISE f0. EXTERIOR DOORS REQUIRE A 5AITCHED LIGHT AND A LANDING 11. CEILING HEIGHT MINIMUM 7'-6" IN HABITABLE ROOM AREA, 7' AT OTHER THAN HABITABLE AND SMALLER 12. AT WALLS AND PARTITIONS SHALL BE EFFECTIVELY FIRE STOPPED WITH 2" MATERIAL THE FULL WIDTH OF THE STUDS OF THE FLOOR, CEILING, AND BETYVEEN FLOOR AND CEILING AT INTERVALS NOT TO EXCEED 10' VERTICALLY 15. LAP TOP PLATES AT CORNERS AND 41-0" MINIMUM PLATE SPLICE AT INTERSECTIONS 14. DETECTORS MUST BE HARDWIRED AND SHALL BE EQUIPPED WITH BATTTERY BACKUP, EXCEPT IN THE EXISTING PORTION OF AN EXISTING BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERATED 15. ANY DOOR BETWEEN THE GARAGE AND DWELLING MUST BE A 20-MIN RATED SELF -CLOSING, TIGHT FITTING ASSEMBLY. 16. IF THE DOOR 5WIN65 OVER THE LANDING, IT MUST BE NOT MORE THAN I" BELOW THE DOOR. IF THE DOOR DOES NOT 5AING OVER THE LANDING, IT MAY NOT BE MORE THAN 5" BELOA THE DOOR. 11. ROOF SHEATHING SHALL BE 1/21' CDX OR BETTER AND BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND EXPOSED ON THE UNDERSIDE SHALL BE BONDED W1TH EXTERIOR GLUE. ROOF SHEATHING NAILING SHALL BE INSPECTED BEFORE COVERING. 15. ROOF MATERIALS SHALL BE CLASS "C , OR BETTER AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS la. ASPHALT (COMPOSITION) SHINCGLE5 - O PE 5 FELTS A. UNDE: AYMENT TWO LAYERS F TYPE 1 RL APPLIED SHINGLE FASHION 1N1TH 141" LAPS B. FASTENC— R5 — 12 6A. CORR0510N RE515TANT NAILS W ITf-t 5/511 HEAD OR 16 GA. APPROVED CORROSION RESISTANT. STAPLES WITH I5/161 GROAN WIDTH. 5/4" PENETRATION OR THROUGH THE SHEATHING WHICHEVER 15 LESS. 0. VALLEY FLASHING SHALL NOT BE LESS THAN NO. 25 GALVANIZED SHEET GAUGE CORROSION RESISTANT METAL, 5HALL EXTEND 5" FROM THE CENTER LINE EACH WAY, AND HAVE END LAPS OF AT LEAST 4 INCHES. 20. A SMOOTH, HARD, NONASSORBENT SURFACE 15 TO BE PROVIDED TO A HEIGHT OF 7011 ABOVE DRAIN INLET OF THE 5HOAER 21. ALL WATER CLOSETS ARE TO BE LOCATED IN A CLEAR SPACE NOT LESS THAN 50" IN WIDTH 4 HAVE 24" MIN. CLR IN FRONT 22. CRICKET a TO BE BUILT UP ROOF PER (TABLE 15-E, 15-F, 15-G, UBC) SHEETINDEX A-1 COVER SHEET/ SITE PLAN A-2 EXISTIN6 FLOOR PLAN AND DETAILS FOUNDATION AI FIRST FLOOR MANS AND DETAILS ELEVATIONS, SECTIONSt INTERIOR • w. la _ LE&AL DESCRIPTION: r _ O. i► M MR. MICHAEL AROUILLA DZUN& VO"DENNIS" NORTH2621 0 I&ARDEN GIROVE,412641 i s • TEL. 114-55,4-2145' s OF r • ' TRACT: NUMBER OF • •. . • .. f+ MASTER BEDROOM .• EXIST. LIVING A"' A: 1,366 $0. FT. EXIST. 49ARASSES: 400 50. FT. NEA ADDITION : 260 50. FT. TOTAL AREA: 2P24 50« FT. OCTRECEIVE 2 City of SantaAna, ra # , zr k FYs t. �., it .^"r C;^#' J✓,r: v r� PLUSH BEAM OR GIRDER TRUSS PER PLAN ABS EACH SIDS BEAM/ GIRDER TRUSS TO TOP PLATE POST PER PLAN (MIN. MULTIPLE 2X TO MATCH BEAM/ GIRDER TRUSS ABOVE) TYPICAL FLU BEAM CONNE um&T-ulON 5T6224 STRAP (U.N.O. ON PLAN) ALT LOCATION AT SIDE OF TOP PLATES TOP PLATE A55 PROM 2X TO PLATE EACH SIDE, TOP AND BOTTOM 2X Wl I6d s 6 O.C. TO POST AND 6- I6d TO BEAM AT EACH STUD POST PER PLAN 2- 2X MINIMUM A35 FROM 2X TO PLATE EACH SIDE, TOP AND BOTTOM SILL OR SOLE PLATE TYPICAL DROP BEAM AT WALL 6 PLUSH BEAM ST6224 STRAP, (U.N.O. ON PLAN) 2- 2X MINIMUM, (U.N.O. ON PLAN) ST6224 STRAP, (U.N.O. ON PLAN) PLUSH BEAM 2- 2X MINIMUM, (U.N.O. ON PLAN) - A " A 2r fmil I WIN *A FROM I PLATE EAC34 SIDE, TOP AND 130TTOM TO SEAM AT EAC44 97W r ■ A A ja, AL In 2X RIM JOIST YV A $ A 240O.G. (U.N.O. IN SHEAR WALL SGHEVULW 2X OLK6. YV I6d a 8004 (ASS 0 92" O.G. MAY REPLACE ei (U.N.O. IN SHEAR WALL SCHEDULE) r i w +.1-9. . INOL'un WALL SCALE* L: 111=11-011 • i #I z I lq z i R `1—/ 11 I, Qi/,Re,/l ip 9121.011 1 ! 21-011 1 q I, tt i it 1 it 1 it 1 11 I to 21t Lf 1 It 1 It t t1 1 tl l* ,�, :. �y °`c 'r• r• r■ a "'m at m mm I I I 11 EXIST. 6A5 METER H-WOMPA-Du NEW AIR CONOITIONING CONDENSER ON CONaf;MTE PAD DRYWALL Va" STUB OVER BLV6. PAPER A/ AEEP SCREEV — NEW R-15 INSULATION 2X STUDS a W, O.C. 5/a" VIA. X 10" A.B.5 Al 2" X 2" X 5/16 WASHER a 61 O.C. AND 1211 FROM ENDS 2X F.T.D.F. SILL PLATE #4 TOP 4 BOTTOM VOMI-5 DRILLED 4 SET INSIMF5ON EPDXY GROUT ICBO #44145 #4 DOWELS DRILLED o 24" O.C. E.A. ANV5ET IN SIMPSOM EPDXY GROUT ICE30# 4ct45 ----------- FOOTIEXISTIN6NC7 2" SAND OVER A 1A 6 MIL VISOUEEN �* L ------ J Zo FOOTIN-G'DETAIL 0 F F Scole: 1/4" = V-0" I -oil I 01 I I Lj 0 El 0 0 0 ate W-Nm AS NOTE—V sEr#1 D*R FM as JULY 25s 2004 �'n- W +1 j & j m 1;1911 m MIN. GLASS "B" COMP. ASPHALT SHINGLES INSTALL PER MANUF. REG. SEALANT AROUND VENT 26 GA. GALV. MTL. COUNTER LASHING WEATHERBOARD LAP W/ ROOF TILE SEAL TO TILES W/ ROOFER'S MASTIC 6ALV. METAL BASE FLASHING AT VENT I LAYER 501-8. ROOF FELT #HEATHER BOARD LAP YV! BASE FLASHING ROOF FRAMING 4 SHEATHING PER STRUCT DRWGS VENT PIPE BOUNDARY NAILING 6" O.C., U.N.O. ,`B.N) FLYWD. PANEL LAY PERP. TO ROOF FRAMING SECOND ROW PLYWD. SHEET 5TA6GERED EDGE NAILING 6" O.C., U.N.O. (EN.) FIELD NAILING 12" O.C., U.N.O. ROOF FRAMING (TRUSS/ JOIST/ RAFTER) BUILDING EXTERIOR WALL SLOGGING WHERE REG2UIRED r�-Wql a-] I I j NOTE: NO PENETRATIONS TO OG THRU FLA5H'G. PAN. - - CAL ROOF AND -FLOOR LAYOUT 2X ROOF RAFTER ROOF SHEATHING AT CALIFORNIA FRAMING 2X CONT. W/ 16d 0 16" O.C. 2X MAIN ROOF RAFTER OR TRU55 EXTEND ROOF SHEATHING TO WALL I'.00F SHEATHING 2X ROOF RAFTER AT eAL.IFORNIA FRAMING 2X RIDGE BEAM W! 2- 16d TOE NAIL, TYP. EACH FACE AND EACH SIDE 2X PURLIN AND 2X KICKER AS REOUIRED TO LIMIT ROOF RAFTER TO V-O" SPAN MAXIMUM A �CALIFORNIA ROOF AT SHEAR WALL MIN. GLASS "B" COMPOSITION ASPHALT SHINGLES INSTALL PER MANUF. RE0. I LAYER SOLE. ROOF FELT ROOF 5HT67. PER STRUCTURAL COMPOSITION ASPHALT SHINGLE CAP SCALE: 1 1/2"= 1 `-011 I LAYER 50 LB. ROOF FELT 56" KM UNDERLAYMENT RUN CONT. 4 CENTERED ON LENGTH OF VALLEY. (RUN PARALLEL BELOW VALLEY PAN) H16H-PERFORMANCE WATERPROOFING UNDERLAYMENT BY ROOFING MANUF. REO MT MIN. GLASS °"B" COMP. ASPHALT SHINGLES W/ VALLEY WEAVE INSTALL PER MANUF. REG. I LAYER 50LB. FIELD ROOF FELT LAP Ol VALLEY FLASHING ROOF SHEATING 4 FRAMIN6 PER 455 - PLATE NAILING R,,oOF SHEATHIN6 AT :,ALIFORNIA FRAMING 2X ROOF RAFTER 2X STUDS 0 16" O.G., U.N.O WALL SHEATHIN6, 5AME AS BELOW ROOF 5HEATHIN6 AT MAIN ROOF TO BE EXTENDED TO MAIN ROOF SUPPORT FRAjM'!N6s Al MAIN ROOF 2X BLOCKING A55 - PLATE NAILING 2X DBL. TOP PLATE WALL SHEATHING, 2X STUDS ® 16" O.G., U.N.O ROOF SHT'6. COW 2X ROOF RAFTER OR TRUSS AT MAIN ROOF FRAMING (TYP) ASPHALT 514IN6LEES PER € { # t € # # € t t € t € t # t t ej-�-. PLAN t t# t## t t t# s t# t t# 2 X 4 ROOF RAFTER AT i i s CALIFJRNIA FRAMING AT ..,fit { t # t t # 16"" O.G. (U N.O.) PROVIDE # # t t t# t # t i t INTERMEDIATE SUPPORT AT S'-O" O.G. MAX. j t t t t t # t # # t t t t 1 PER DETAIL G/AD- 1 # YAi�IEa . CAL,IF©RNIA FRAMING (PLM VIEW) SEE ROOF PLArc TYPICAL CALIFORNIA ROOF FRAMING RANGE TO WALL 56J' LE: 1'* 04i 2 MIN. CLASS "W COMPOSITION ASPHALT SHINGLES 0/ LAYER 5OL$. FELT. INSTALL PER MAM)F— REG. 26 &A. &ALV. MTL. DRIP E06E PAINT TO MATCH FASCIA INST. O/ROOF FELT 2 X FLAT RAKE OUPM166M 0 24" O.G. 1/8" STUCw 0/ BLD6. PAPER PL.YYVi3. SIHIT'6. F'.E OCCURS. See STRUGT. ['ilk Tit` ilk'a a A55 19 52" O.C. EAAIE VARIES SEE ROOF PLAN Saale: I/4" = 1'--0" MIN. CLAS5 'S' COMPOSITION ASPHALT 51-1I46LE5 INSTALL PER MANUF. REO. END NAILS I LAYER 50 LB. ROOF FELT 2X BLOCKING COMPOSITION 5HIN6LE STARTER STRIP 26 &A. 6ALV. METAL DRIP FLA5HIN6 • 2 x FASCIA, STARTER BOARD PLYYVD. SHT'6. WHERE OCCURS. SEE STRUCT. ?IS"" STUCCO 0/ BLD6. PAPER : 1 1/211=1'--a" Sir° Guly 1:1 I '---2 X 8 C.J. a 161, O.C. �R--50 INSULATION M. BEDROOM 2 X RIVC7E E30ARD �1� PRI'llNIALL *.T.D.F. SILL PLATE #4 TOP 4 BOTTOM &"X&" MESH 2" SAND OVER (o MIL VISOUEEN F off MATCH EXISTIr COMPOSITION SHIN6LE ROOFING OVER I LAYERS Or #50 FELTS, 1/21, r_.px PLyy4oOV STARTER 5OARV 2 X FASCIA W TO MATCH EXIST'6 2 x e R.R. a le)" O.G. R-15 INSULATION Wall STUCCO OVER 5LD6. PAPER Al WEEP 50REED NEW R-IE3 INSULATION 2x STUOS a 16" O.G. 5/8" VIA. X 10" A.E3,'5 YV 2" X 2" X 5/16 YSIASHER @ 60.0-AN7 12" FROM r-ND5 NEW ADDITION: SECTION vvAvv ON "I it"041PERIOR A ON "All INTERIOR ELEVATION vvBvv 0 0 im WRAM A5 NOTED WAX SET #1 MR FM SSUM JULY 2512004 mu or 7w RX -OOMF05ITIONSHINC7LE ROOFING 4 2 COMP05ITION SHINGLE ROOFING A4 A4 TO MATCH EXISTING T.O. HOUSE 12 (MATCH EX15T) 1 + 4 .. T.O. PLATE I IN �*lsl 411, EXISTING HOUSE I NEW ADDITION NEW VINYL Y41NPOIN YV GRID TO NEW ELECTRICAL MATCH EXISTING PANEL LOCATION EXISTING NEW AIR NEIN 5TUCCO TO CONPITIONINC7 MATCH EX15TIN6 CONVEN5ER LOCATION 5calo: 1/4" = P-O'l kl=IAI A,t"St'lllv-l^tl /-COMPOSITION SHINGLE ROOFING Scale: 1/4" = P-O" -r ^ Lj^l fc-_m 17771�M7 c ii"s r-� 0 • 0 0 -UmAwliwo JOB wimoot A5 NOTED DAN FWT OSUED JULY 25s 2004 DAN Or im PLOT 5r,olo: 1/4" = 1'-0"