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5132 27TH AVE W 2021 Plans 2022-12-01
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5132 27TH AVE W 2021 Plans 2022-12-01
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Last modified
12/1/2022 11:15:09 AM
Creation date
4/25/2022 2:51:23 PM
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Address Document
Street Name
27TH AVE W
Street Number
5132
Permit
B2107-061
Year
2021
Notes
HOME REMODEL AND ADDITION. REMOVE OLD DECK & REPLACE W/ NEW
Address Document Type
Plans
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NULL VLi I fl E)Lt t-NINU <br />RIPPED TO MATCH SLOPE <br />SHEATHING AND <br />� cur a Ln <br />SW SCHED (24" <br />ROOF SHEATHING AND <br />NAILING PER ROOF <br />ROOF RAFTERS <br />- <br />OF ROOF <br />NAILING TO MATCH <br />OC MAX) <br />PROVIDE (2) 2x4 OR <br />FRAMING PLAN NOTES <br />PER PLAN <br />ROOF SHEATHING <br />SHEAR WALL BELOW <br />SIMPSON LSTA15 <br />(1) 2x6 DIAGONAL <br />PER PLAN &NOTES <br />�. <br />SILL PLATE NAILING <br />A35 EACH LINE <br />OF BLOCKING <br />STRAP EACH SPLICE <br />BRACE AT 4 -0 OC <br />FULL DEPTH BLKG <br />�� ®F WA��,� � <br />PER SHEAR WALL <br />SCHEDULE <br />RIPPED TO MATCH <br />® <br />! <br />�® ®® <br />SLOPE OF ROOF <br />PRE-ENGINEERED ROOF <br />TRUSS PER PLAN <br />SHEATHING & NAILING <br />PER PLAN & SHEAR <br />BLOCKING <br />2x4 BLOCKING <br />39553 <br />PROVIDE BOUNDARY <br />NAILING AT TOP PLATE PER <br />SIMPSON H2.5A WALL SCHEDULE <br />2x4 FOR <br />(3) TRUSS SPACES @ <br />EACH BRACE <br />ROOF RAFTERS <br />PER PLAN <br />SIMPSON A34 <br />SHEAR WALL SCHEDULE <br />TIE AT EACH TRUSS <br />4'-0" OC MAX <br />NOTE. <br />REFER TO CASE A FOR <br />ATTACH RAFTERS TO <br />EA RAFTER <br />16d TOENAILS <br />@ 6 OC <br />�g� ��� 21 <br />SHEATHING AND <br />RAKE WALL WITH <br />FULL HEIGHT STUDS <br />6d COOLER NAILS @ <br />INFORMATION NOT <br />BEAM W 3 16" $ <br />/ / <br />NAILING PER PLAN <br />STUD WALL FRAMING AT SCISSOR TRUSSES <br />6 OC OVER EXTENTS <br />SPECIFICALLY CALLED OUT <br />TIMBERLOK TRUSS SCREW <br />RIDGE BEAM <br />AND SHEAR WALL <br />PER PLAN NOTES <br />OF BLOCKING <br />16d @ 6" OC <br />2x4 BLKG W/ <br />PER PLAN <br />SCHEDULE <br />16d @ 6" OC <br />i <br />OPTION A. BLOCKING AND STRAPS <br />OPTION B. BRACING <br />BEAM PER PLAN <br />L <br />T <br />L I <br />- i <br />i <br />TDETAIL <br />ISECTION <br />it <br />- <br />SCALE: 1= 1-0 <br />SCALE: 1= 1-0 <br />SCALE: <br />SCALE: 1 e 1-0 <br />p <br />z <br />O <br />ca <br />V) <br />ui <br />cr- <br />2x6 <br />CONTINUOUS <br />RAFTERS <br />4® <br />P�G <br />RIDGE BOARD, TYP <br />@ 24" OC <br />l21 ® <br />® <br />Lu <br />Lu <br />SHEATHING AND NAILING PER <br />ROOF SHEATHING AND <br />I( �' <br />ROOF FRAMING PLAN NOTES <br />NAILING PER ROOF <br />Ld <br />SIMPSON A34 <br />FRAMING PLAN NOTES <br />Q <br />r-1 <br />N <br />m <br />2x OUTLOOKER PER ARCH <br />EA OUTLOOKER <br />DIAPHRAGM BOUNDARY <br />SIMPSON A35 <br />DIAPHRAGM BOUNDARY <br />NAILING PER ROOF <br />EACH RAFTER <br />NAILING PER ROOF <br />ROOF SHEATHING AND <br />FRAMING PLAN NOTES <br />® <br />FRAMING PLAN NOTES <br />NAILING PER ROOF <br />FULL DEPTH BLKG RIPPED <br />2x4 VERTICAL SUPPORT <br />MEMBERS SPACED @ <br />r-+ <br />FRAMING PLAN NOTES <br />TO MATCH SLOPE OF ROOF <br />2'-0" OC ALIGN W/ EA <br />Q <br />SILL PLATE NAILING <br />RAFTER BELOW TYP <br />FULL DEPTH BLKG <br />PER SW SCHED <br />(2) 10d @ 6" OC <br />DESIGN: <br />RMK <br />RIPPED TO MATCH <br />SLOPE OF ROOFVIADRAWN; <br />ROOF RAFTERS <br />LVW <br />CHECK: <br />SHEATHING AND �� PER PLAN <br />NAILING PER PLAN AND <br />SHIM BELOW <br />2x4 BLKG W/ SILL PL <br />16d @ 6" OC <br />JOB NO: <br />21267.10 <br />SHEAR WALL SCHED. <br />OUTLOOKER AS REQ'D <br />NAILING PER SHEAR <br />ROOF RAFTERS <br />2x6 OUTLOOKER W/ <br />WALL SCHED <br />2x NAILER <br />W/ (2) 16d <br />DATE: <br />07/21 /21 <br />PER PLAN, LAPPED <br />SLOPE CUT PER ARCH <br />SIMPSON H2.5A TIE <br />@EACH <br />RAFTER <br />2x4 BLKG W/ SILL PL <br />NAILING PER SHEAR <br />FULL HEIGHT STUDS <br />PROVIDE BOUNDARY <br />AT SIM SECTION, NOTCH <br />WALL SCHED <br />AT GABLE END <br />NAILING AT TOP PLATE PER <br />RAFTERS TO ACCOMMODATE <br />SHEAR WALL SCHEDULE <br />EXISTING STUD WALL <br />NOTE: ------- <br />SIMPSON H2.5A <br />TIE EA RAFTER <br />SHEATHING AND NAILING <br />STUD WALL FRAMING <br />PROVIDE BLOCKING @ <br />PER PLAN AND SHEAR <br />PER PLAN NOTES <br />ALL EDGES & SUPPORTS <br />BEAM PER PLAN <br />WALL SCHEDULE <br />L�T�TDTAIL <br />Ti <br />T�l��TAI <br />L <br />Ti <br />I i <br />SC1° = 1'-0 <br />SC0" <br />SCALE: NTS <br />SHEATHING AND NAILING PER <br />ROOF FRAMING PLAN NOTES <br />EXIST WALL <br />DIAPHRAGM BOUNDARY <br />FRAMING <br />NAILING PER ROOF <br />FRAMING PLAN NOTES <br />ROOF SHEATHING <br />NAILING PER ROOF <br />FRAMING PLAN NOTES <br />2x6 HF LEDGER W/ (2) 16d @ <br />12" OC NAILS INTO BLKG <br />2x6 HF BLKG SLOPED <br />PROVIDED BETWEEN STUDS <br />TO MATCH LOWER <br />FULL DEPTH BLKG <br />ROOF PROFILE <br />RIPPED TO MATCH <br />SLOPE OF ROOF <br />m RAFTER PER <br />co <br />ROOF RAFTERS <br />PLAN <br />ME <br />PER PLAN <br />BEAM PER PLAN <br />uj <br />2x4 BLKG W/ SILL PL NAILING <br />.. .. .: .. <br />... .. <br />PER SHEAR WALL SCHED <br />
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