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1519 S Park Dr Unit# 2 - Plan
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1519 S Park Dr Unit# 2 - Plan
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Last modified
6/26/2026 5:00:13 AM
Creation date
6/26/2026 5:00:05 AM
Metadata
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Plan
Permit Number
101126255
Full Address
1519 S Park Dr Unit# 2
Street Number
1519
Street Direction
S
Street Name
Park
Street Suffix
Dr
Unit Number
2
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Planning a <br />ASPHALT COMPOSITION SHINGLE ROOFING <br />FLASHING PER CRCR905.2.8 ASTM D225 (TO MATCH EXISTING) <br />SIMPSON ST2115 TIE STRAP <br />+- <br />® 32" O.C. SEE STRUCT. ROOF SHTG. 3/4" THK. <br />SEE STRUCT. <br />ASP ALT COMPOSITION SHINAp <br />RooING (TO MATCH EXISTIN <br />2x R R. PE'rb R PER <br />2x LOCKING <br />2x C.J. 0 16" O.C. <br />WHERE OCCURS PR VIDE ATTIC VENT W/ SCREEN <br />BE EN R.R. SEE ROOF PLAN <br />2x Al <br />a Ste r I D : <br />2x FASCIA' <br />WHE E kCURS <br />ate: <br />2x R.R. PER PLAN <br />R-30 BATT INSULATION <br />7/ THK. EXTERIOR STUCCO <br />SIMPSON "U" HANGER <br />1/2" GYP. BD. FIN. TYP. W/ -LATH <br />OR APPROVED EQ. <br />R-15 BATT INSULATION 2x4 STUD ®16" O.C. <br />* SEE 1/- FOR ADDITIONAL INFORMATION ROOF BEAM OR <br />EXT. PLYWD SHTG. <br />ROOF BOARD PER PLAN <br />* SEE STRUCTURAL FOR ADDITIONAL INFORMATION <br />SEE STRUCT. <br />* SEE STRUCTURAL FOR ADDITIONAL INFORMATION <br />— <br />SCALE: <br />13 <br />— <br />SCALE: <br />9 <br />RIDGE DETAIL <br />SCALE: <br />�'=1'_0" <br />5 <br />E A V E DETAIL <br />SCALE: <br />1 <br />NTS <br />NTS <br />1 <br />1"=1'-0" <br />* SEE 1/- FOR ADDITIONAL INFORMATION <br />ASPHALT COMPOSITION SHINGLE <br />ROOFING <br />2x NAILER <br />"X" <br />2x R.R.@ 16" O.C. <br />SHIM <br />1-LAYER 5/8" TYP, GYP. BD. FIN. BOTH SIDES <br />`-WOOD <br />EXT. PLYWD SHTG. <br />BATT INSUL. <br />2x RIM RAFTER <br />-- 2x FASCIA WHERE <br />' OCCURS <br />2x BLKG. <br />1-LAYER 5/8" TYP, "X" GYP. BD. FIN. <br />7/8" THK. EXTERIOR STUCCO <br />W/ K-LA H <br />1 /2" GYP. BD. FIN. TYP. <br />2x4 STUD ® 16" O.C. <br />2x4 STUD Q 16" O.C. <br />R-15 BATT INSULATION EXT. PLYWD SHTG <br />SEE PLAN <br />* REF: U350 WALL ASSEMBLY <br />* SEE 7 AND 8/- FOR ADDITIONAL INFORMATION <br />* SEE 1/- FOR ADDIT10NAL INFORMATION <br />* SEE STRUCTURAL FOR ADDITIONAL INFORMATION <br />18 <br />— <br />SCALE: " <br />14 <br />10 <br />1-HOUR RATE WALL ASSEMBLY <br />SCALE: " <br />6 <br />RAKE DETAIL <br />SCALE: , <br />2 <br />1 /4 -1 -0 <br />1 -1 0 <br />1 =1 -0 <br />24 GA. GALV. MT. STUCCO <br />PAN FLASHING <br />STUCCO SYSTEM TO COMPLY WITH CRC R703.7 <br />24 GA. GALV. MT. PLASTER <br />STOP &FLASHING <br />STUCCO SYSTEM BY LAHABRA ]CC REPORT ESR-2564 OR APPROVED EQUAL <br />#30 FELT MIN. N CEMENT MORTAR boN <br />N 24 GA. MT. FLASHING N <br />1.4 1 x6 <br />ra�+`s`• <br />6,> I 1x6 I <br />2x4 STUD ® 16" O.C. <br />I I <br />BATT INSUL. WHERE OCCURS <br />PLYWOOD SHTG. <br />EXT. PLYWD SHTG. <br />WATER RESISTANT BARRIER. <br />2 LAYERS ON WOOD BASED SHEATHING <br />#30 FELT MIN. <br />7/8" EXTERIOR STUCCO W/ CORROSION -RESISTANT <br />K-LATH PER ASTM C1063. FASTEN LATH AT 7" O/C <br />MIN. 3/4" PENETRATION INTO FRAMING <br />24 GA. GALV. (COPPER <br />MT. VALLEY FLASHING) 12 ROOF\ P�\ONS <br />ESPEG \F\G <br />M pO,NR <br />SCALE: <br />1 <br />TYP. MSC. FLASHING DETAIL <br />SCALE: <br />,-1-0,Ill <br />15 <br />SCALE. <br />--I,X <br />7 <br />STUCCO SYSTEM <br />SCALE: <br />J <br />1 10 <br />LEAVE ROUGH SURFACE AFTER <br />FIRST POUR. CLEAN & WET <br />1-LAYER 5/8" TYPE "X" <br />co Q BEFORE 2ND POUR <br />GYP. BOARD FIN. <br />(E) GARAGE WALL W/ <br />z-------------------------------------- <br />Y <br />R-15 INSULATION <br />(E) 7/8" THK. EXTERIOR STUCCO <br />W/ K-LATH. OVER PLYWOOD <br />GYP. BOARD FIN. R-15 INSULATION <br />� CONST. JOINT <br />VERTICAL CHANGE IN LEVEL <br />OR PER PLAN ADU <br />SHEATHING. <br />(E) GARAGE <br />7/8" THK. EXTERIOR STUCCO <br />1 /2"MAX. SAW CUT FOR JOINTS WITHIN <br />24 HRS. AFTER POUR <br />4" CONC. SLAB ON GRADE <br />(N) 5/8"� A.B.x10" ON <br />W/ K-LATH. OVER PLYWOOD <br />SHEATHING. <br />co a <br />Y _____________ <br />W/ REF. BAR (SEE STRUCT.) <br />ON 2" SAND 0/ 6 MIL VISQUEENA <br />2x P.T. SILL PLATE <br />4" CONC. SLAB ON GRADE 5/8"0 A.B.x10" ON <br />W/ REF. BAR (SEE STRUCT.) 2x P.T. SILL PLATE <br />CONTROL JOINT <br />0/ 4" THK. BASE OF 1/2" CLEAN <br />ON 2" SAND 0 6 MIL VISQUEEN <br />/ 26 GAGE WEEP SCREED <br />_ <br />AGGREGATE, TYP <br />s <br />(E) GARAGE SLAB <br />0/ 4 THK. BASE OF 1/2"CLEAN PER CRC R703.7.2.1 <br />SEE STRUCT. DWGS. FOR <br />CONC. SLAB ON GRADE <br />ADDITIONAL <br />ADDITIONAL INFORMATION <br />W/ REF. BAR (SEE STRUCT.) <br />BEAVELED CHANGE IN LEVEL <br />2 <br />_____ _ <br />- <br />_ �_ <br />- - - - <br />=11 III=III=III=III .° ::� <br />AND FooTINc <br />------------------ <br />AGGREGATE, TYP. <br />---------- <br />-------------- <br />�= z <br />1 <br />N Q <br />-I I I -I I I -I I I -I I I-1 <br />ILI„I�I�1�1=I�� ° 16. <br />P.. a <br />liiIIII;;IIII�IIIIIiIIII- <br />- - - - <br />_ <br />IIII�II��I�I���I�I111 0o <br />- - - - - - - - - - - - - - - - - - - - - <br />Q J <br />- <br />4 TOP & II °� <br />— <br />II I II <br />: <br />-1 I li I ... I I;;I I I. <br />_ <br />BOTTOM II I I <br />i �- <br />n� <br />I 11=1 11=1 11=1 <br />#4 TOP I I -I I <br />it z z <br />I II I II I II I II I I� <br />d.. <br />11=1 11-1 <br />BOTTOM III-1 <br />II I II I II I II I II <br />CONT. REF. BAR 18" O.C. IIII-III-III-III-,II' <br />12" <br />I I -I I I -I I I-, <br />I I-j <br />III—� <br />E.W. (SEE STRUCT.) I II II I I -I I I i co <br />° <br />' a a <br />:I11111=III=1 <br />4 CONT. 111� IIIk <br /># 8 - CONC. SLAB EDGE <br />1Q <br />* <br />° <br />* <br />SEE STRUCTURAL FOR ADDITIONAL INFORMATION <br />SEE STRUCTURAL FOR ADDITIONAL INFORMATION <br />CONC. SLAB ON GRADE MSC. <br />SCALE: <br />20 <br />- DOOR THRESHOLD DETAILS <br />1,CALE:O„ <br />16 <br />12 <br />FOOTING DETAIL <br />SCALE: <br />g <br />FOOTING DTL <br />SCALE: <br />4 <br />ci✓i *m g Ac <br />en <br />PC 11 /20/25 <br />PC2 02/10/26 <br />Q <br />ve <br />!� o <br />8 <br />d: <br />a U• <br />Z <br />CD <br />C <br /><9�� <br />U <br />W <br />� <br />O � <br />U � mcl:� <br />cK_J_ N_ <br />Co <br />U <br />m N <br />W w z W <br />::E O = <br />�- rn a-U� <br />�D <br />J � <br />* C 9131 <br />_31_2027� <br />�F CPS <br />Q <br />LLJ <br />CV <br />�r-- <br />z o <br />=D r-- <br />CV <br />Lj C� <br />>Q <br />Q � U <br />Q <br />� <br />Qa <br />U CL Q <br />Q Cn <br />DATE: 11-10-23 <br />SCALE: AS SHOWN <br />DRAWN: SL <br />JOB: 22-01-10 <br />DRAWING TITLE: <br />A,, <br />
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