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-- - --- - <br />— <br />- -- <br />Permit#: <br />B2106-016 <br />Site Address: <br />2007 CEDAR ST <br />Root trusses to bc designed <br />Owner: <br />Tenant: <br />IUANOY QLS®IU <br />[T�nlVa�r�j <br />and drawing rep3rad y � <br />a State licensed tr�It� <br />App. Date: <br />6�R/2021 <br />engineer. <br />�" <br />Proposed Use: RESIDENTIAL ALTERATIONS <br />Description: ADDITION TO EXTG HOME <br />.x' 2 <br />3 d S ® <br />FOR E t o I1 M 74 <br />� �� �� � � .� <br />(LIFER GROUND) REQUIRED <br />THESE DOCUMENTS HAVE <br />Reviewed By: <br />P�i � Date: I cal/N4 <br />PER NEC 0- 0 <br />NOT BEEN APPROVED FOR THEAdditional <br />d t nal mi g i <br />aI��ItIOIFIi P��I�"II�� I'� Required <br />�g;a TED IECI�Af�IAL, <br />ISSUANCE OF PUBLIC WORKS, <br />FIRE SUPPRESSION, <br />For This PI �I�i�e <br />�., <br />OfFice Set <br />Aoki Site Set Fire�Plannirig Set <br />WEST ELEVATION - AS BUILT <br />2018 WSEC - ENERGY CREDITS <br />ALL FLECTIC HEAT PUMP <br />1,500 to 5,000 Sf homes (6.0 credits ) <br />Opt, <br />Description <br />Credits <br />1.3 <br />R-33 floors (R10 sander slab) and <br />U-0,23 windows and door average <br />0.5 <br />2.1 <br />3 ACH5o, Energy Star 0.3 ofni <br />0.5 <br />3.2 (a) <br />HSPF 0.5 centrally ducted heat pump <br />1.0 <br />4.2 <br />All ducts and furnace inside the <br />conditioned space <br />1.0 <br />5.5 <br />Heat pump water heater N EA Tier III <br />2.0 <br />Hit <br />Fuel normalization heat pump credit <br />1.0 <br />Total <br />6.0 <br />NORTH ELEVATION - AS BUILT <br />WHILE KEY DESIGN, INC. HAS MADE EFFORT TO ENSURE THE ACCURACY <br />OF THESE DRAWINGS, AS BUILT DIMENSIONS WERE PROVIDED BY THE <br />CLIENT FROM 2D FLOORPLANS INC. THE BUILDER SHALL CHECK AND <br />VERIFY ALL DIMENSIONS & COMPLIANCE TO APPLICABLE CODES PRIOR <br />TO CONSTRUCTION. <br />Key Design, Inc - 2021 <br />rj. <br />EXISTING RIDGE (18' 6-5/16") <br />UPPER FINISHED FLOOR (11' 5-1/4")� .. <br />MAIN FINISHED FLOOR (2' 6-1/16") <br />BASEMENT SLAB (-5' 2-3/8") <br />12 <br />7[ <br />ADDITION RIDGE (20�6-112-)) <br />ADDITIONSUSPLOOR - UPPER <br />ADDITION MAIN FLOOR PLATE HEIGHT D' 1-1t8'7 <br />ADDITION SUBFLOOR - MAIN FLOOR (0' 00") <br />GRADE.(101') <br />ELECTRICAL 0R PLUMBING PER ITS. MEPlumbingSprinkler <br />"'echa is l Fibs Alarm <br />Electrical <br />APPROVED 12 - - oOffice f Community, Planning A Economic D lopment 7 <br />PLANNING DEPARTMENT <br />-- ENVEj _ eo�ae Bey. ---'-"_'... . a. 0 c3o_..- -,�,._ -... _..:..ems: <br />OI J 14 )21 <br />_ Permit erk ices <br />_ -- - , -- 7 <br />FLOOR TIES / HOLDOWNS <br />MARK <br />STRAFE <br />NAILING <br />NAILINGANCHOR <br />HOL®OWN <br />STUD <br />HOLDWN <br />IGR BOLTS <br />STHD <br />STHD <br />STHDBRJ <br />(I kers ers <br />sin <br />N/A <br />1 Locate Holdown at each end of shearwall. <br />2 Cripple wall construct same as shearwall above. <br />3 Extend foundation as required for holdown A.B. embedment. <br />4 Threaded rod and coupler as required. <br />SHEARWAL L SCHEDULE <br />MARK <br />SHEATHING <br />NAILING- <br />SHEAR FLOW NAILING <br />SILL PLATE <br />ANCHORS - <br />EDGES FIELD <br />BASE PLATE TOE NAIL RIM <br />BLOCKED <br />JOIST OR TOP <br />SW1 <br />7/16" OSB <br />8d @ 8d @ <br />16d @ <br />16d @ <br />1/2" oAnchor Bolt <br />1 side <br />6' o.c. 12" o.c. <br />8" D.C. <br />5" O.C. <br />@ 48" o.c. & @ ends <br />SW2 <br />7/16" OSB <br />8d @ 8d @ <br />16d @ <br />Simpson LPT4 @ <br />1/2" OAnchor Bolt <br />1 side <br />4" o.c. 12' o.c. <br />5" O.C. <br />19" o.c. <br />@ 32" o.c. & @ ends <br />Use common nails for all nailing. <br />Anchor bolt common <br />must be 3 x 3" x 0.229" thick. <br />Framing members receiving edge naiiin from abutting panels shall not be less than a single 3-inch nominal member or (2) 2x 6 1­117#2 <br />stitched together with (2) rows of 16d 7" o.c. staggered. <br />1 <br />L <br />PROPOSEDNORTH ELEVATION - <br />10-12-21 <br />West Coast Structural Engineering Inc, <br />9540 Semiah moo Parkway #137, Blaine, WA 98230 <br />STRUCTU L REVIEW <br />THIS DRAWING HAS BEEN <br />REVIEWED FOR STRUCTURAL <br />REQUIREMENTS ONLY PER <br />THE ATTACHED <br />CALCULATIONS. <br />PROJECT NO: W4700 <br />w � EX. UPPER FIN. FLOOR <br />�I I <br />Ei <br />EX. MAIN FIN. FLOOR <br />EX. BASEMENT SLAB <br />