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601 LAUREL DR 2019 Plans 2022-11-28
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601 LAUREL DR 2019 Plans 2022-11-28
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Last modified
11/28/2022 2:44:26 PM
Creation date
6/23/2022 8:40:49 AM
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Address Document
Street Name
LAUREL DR
Street Number
601
Permit
B1910-032
Year
2019
Notes
NEW COVERED DECK TO REPLACE EXISTING SMALLER DECK
Address Document Type
Plans
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SOLID WALL DBL. 2x FRAMING <br />DUAL GLAZED <br />SHEATHING, 1X WIN. TRIM TO @ WINDOW <br />P' <br />VINYL <br />MATCH EXIST. JAMB. <br />R.S PLY OR CORNER BEAD <br />WINDOW SYSTEM <br />RED <br />CT <br />— DECKING 0/ JOISIT <br />CEDAR LAP SIDING 0/ I <br />TYVEK BLDG. WRAP 0/ WINDOW <br />SIDING SHIM AS REQ'D. <br />1X TRIM TO MATCH <br />EXIST. <br />r <br />' <br />' <br />PLYWD. SHEATHING HEADER <br />(SEE <br />SHIM AS REQ'D. <br />STRUCT:) <br />BUTYL RUBBER <br />SILL <br />SEALANT W/ — <br />FLASHING R.S. PLY OR <br />BELOW <br />BACKER <br />DECKING <br />W/ SELF-ADHESIVE SIDING <br />2x STUD <br />ROD <br />0 <br />BACKING. APPLY OVER <br />WALL (SEE <br />m <br />DECKING <br />INFILTRATION BARRIER <br />AS SHOWN. <br />STRUCT:) <br />NEW WIN. 1X TRIM <br />TO MATCH EXIST, I <br />Q1 <br />Q >� <br />I <br />, <br />Z <br />2X12 P.T. STAIR STRINGER <br />2X12 STAIR STRINGER <br />1X TRIM TO MATCH <br />EXIST. <br />DBL. 2x FRAMING <br />@ WINDOW <br />1- 6 <br />0 <br />JAMB, <br />W Z <br />CONC. SLAB LANDING <br />26 GA. GALV. <br />HEAD <br />BUTYL RUBBER FLASHING W/ SELF- <br />ADHESIVE BACKING. APPLY OVER <br />w <br />1' <br />FLASHING <br />CEDAR SIDING <br />INFILTRATION BARRIER AS SHOWN, <br />W N <br />2X4 <br />SHIM AS NECESSARY <br />DUAL GLAZED <br />VINYL <br />R.S PLY. OR SIDING <br />Q N N <br />Q <br />w <br />DUAL GLAZED <br />VINYL 1XWIN. TRIM TO <br />WINDOW SYSTEM <br />BUTYL RUBBER <br />SOLID WALL SHEATHING,TYP. <br />a, <br />.,1- <br />u <br />a <br />WINDOW SYSTEM MATCH EXIST. <br />FLASHING <br />W/ SELF-ADHESIVE SEALANT W/ <br />( <br />Q N ' <br />BACKING. APPLY OVER 1X WIN. TRIM TO MATCH BACKER <br />INFILTRATION BARRIER EXIST. ROD <br />CEDAR SIDING <br />m <br />� } z <br />2 o <br />0 Q <br />EXTSTAIRMETJOP <br />EXTSTAIR. DET. BOTTOM <br />2 1"=1'_0" <br />3,,_ ,_ „ HE D DET. <br />3 1 0 <br />AS SHOWN. <br />WINDOW JAMB DET. <br />4 3„ = 1'-0" <br />WINDOW SILL DET5. <br />3" = 1'-0" <br />o= <br />oo <br />z0 <br />w a <br />NWINDOW a� <br />a . <br />u Z (� <br />Z <br />2U <br />¢o <br />1--n <br />ugM <br />Lu <br />v <br />® <br />w w N <br />ASPHALT ROOFING - <br />z <br />F' <br />INSTALL PER MFG. SPECS. <br />NEW WALL PER <br />LEGEND <br />C6 Cn <br />0 <br />O/HIGH PERFERMANCE <br />UNDERLAYMT #30 FELT <br />r <br />Q <br />� <br />t0 0 <br />w <br />cu <br />NEW SIDING TO <br />` - <br />MATCH EXIST. PAINT. <br />0 0 <br />PLYWOOD SHEATHING PER STRUCT. <br />W <br />0 <br />v 0 <br />NEW DECKING 0/ 2X1O <br />FLOOR JOIST. <br />ROOFING PER PLAN <br />2X BLKG. W/ NOTCH 1"Hx1.5"W <br />INSTALL PER MFR. REC. <br />u- <br />0 <br />OR HOLES PER ROOF PLAN @ <br />z <br />24" O.C. AT TOP <br />CD <br />\ PRE-MANUF. TRUSSES @ 24" <br />1X FINISH BOARD <br />- -_- <br />za <br />o 0 <br />O.C. (EXTEND TOP CHORD FOR <br />FURRED &PAINTED <br />- - <br />w w <br />OVERHANG TO MATCH EXIST.) <br />Cn <br />NEW 8" CONC STEM WALL <br />W a <br />2x FASCIA BOARDS; MATCH EXIST. <br />PER STUCT. <br />00 <br />z z <br />4 <br />_ o <br />COL. PER STRUCT. <br />0 <br />' <br />J w <br />, a <br />a <br />Lu <br />D <br />10" <br />PLYWOOD SHEATHING <br />w o <br />�w <br />EAVE DET, <br />FLOOR/FOUND. DETAIL <br />MATCH EXIST. <br />PRE MFR. TRUSS. <br />x cn <br />¢ a <br />- <br />7 <br />g 1„ = 1'_01, <br />SAL AR <br />E AROUND COL <br />RIDGE DETAIL. <br />10 <br />N p <br />1 1/2" = 1'-01, <br />1 1/2" 1 1-01, <br />< = <br />O¢ <br />t= z <br />c) <br />STEP 1 - WCORNER STEP 2 - SAF TABS STEP 3 - SAF SILL STEP 4 - SAF JAMB STEP 5 - WINDOW <br />o� <br />00 <br />1„ <br />a u <br />SAF SILL FLASHING <br />GRACE "VYCORNER" SELF ADHESIVE <br />MATCH EXIST. <br />2x6 WD. CONT. <br />TOP RAIL <br />0 o <br />OR SIMILIAR FLASHING (SAF) <br />¢ <br />, <br />I <br />a zo <br />2X PT BASE PLATE <br />CONT.. <br />1x4 WD. C <br />o <br />f> <br />TRIM <br />1- <br />1x1 STILE AT <br />w <br />X4" <br />O.C. <br />w �- <br />LEAVE 4" OF PAPER <br />o w <br />M <br />D <br />m = <br />ON BOTTOM OF SILL <br />_ <br />- <br />0 <br />co co2 <br />)„ FLASHING (TO BE <br />E- <br />¢ <br />2x4 WD. CONT. <br />w r <br />ADHERED TO <br />2X DECKING 0/ 2X10 <br />BTM. RAIL <br />¢ o <br />0 <br />00 <br />BUILDILNG WRAP )R: <br />FLOOR JOIST -� <br />2x6 RDWD. DECKG. <br />z¢ Y <br />ti <br />DECK JOIST <br />uj 0 <br />- <br />U <br />BEAM PER STRUCT. <br />0 0 <br />v <br />w <br />W <br />1x2 WD. TRIM <br />w <br />¢U <br />` <br />WD. BEAM 2x12 FASCIA BD. <br />z m <br />W <br />1 <br />�z <br />w <br />O <br />STEP 6 - SECOND SAF JAMB STEP 7 - METAL HEAD FLASHING STEP 8 - BUILDING WRAP STEP 9 - SAF HEAD FLASHINGw� <br />Y <br />ONO <br />ry M <br />COL. DETAIL <br />1 1/2" T-O" <br />EXT. DECK RAIL DET. <br />�Q <br />� <br />Lu9 <br />o< <br />W - <br />LEAVE <br />J <br />< ~ <br />L1.1 <br />4" OF PAPER ON SIDE METAL HEAD FLASHING <br />! <br />J <br />J L <br />OF JAMB FLASHING (TO BE w <br />I h <br />. <br />W <br />ADHERED TO BUILDING WRAP) I <br />I <br />Ld <br />I I i <br />U <br />LQ <br />I <br />W <br />F- <br />r <br />CD <br />.0. f <br />Z <br />0 <br />m <br />I r4 <br />i <br />K I <br />00- <br />W <br />W <br />� <br />I <br />I I I I I <br />U <br />Z <br />I I I I i <br />h._ I I <br />O <br />z <br />H <br />Wuj <br />V <br />I <br />\ <br />\\\\ <br />w <br />\\ I \\ II \\ I <br />m <br />p <br />\ \ ADHERE SILL & JAMB x \\\\ I I \\ I I <br />\ I <br />W <br />O <br />N <br />u <br />\ FLASHING TO \ \ <br />@ <br />LAP ONTO DE BUILDING WRAP L j j <br />E- <br />OF WINDOW <br />I <br />co <br />u <br />NOTE: HOSE TEST FIRST WINDOW INSTALLED TO TEST FOR WATER <br />TYP.WINDOW DET:TRATION <br />�,�w6o <br />u <br />3"=1'-0" <br />CITY TT W <br />� <br />� <br />� <br />Z <br />
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