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315 88TH ST SE 2022 Plans 2025-03-28
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315 88TH ST SE 2022 Plans 2025-03-28
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Last modified
3/28/2025 11:16:22 AM
Creation date
3/28/2025 11:15:47 AM
Metadata
Fields
Template:
Address Document
Street Name
88TH ST SE
Street Number
315
Permit
B2205-013
Year
2022
Notes
AFH - CONVERT LOWER HALF OF SFR TO AFH
Address Document Type
Plans
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CL POST,PLINTH 8 FOOTING <br /> POST PER PLAN <br /> CUSTOM DESIGN S ENGINEERING,INIC <br /> as pan Irmcai z.F m^-a wam,an ar anarn VA. <br /> nai.,nn <br /> I l)NUI WN— '�na`�" so.n, '3ii O�uB'6w,ar,wlJur,�4v3i �M naib <br /> l <br /> 10"SQR.PLINTH REINF. ABU SERIES <br /> wI(4)#4 x LVERT.8 POST BASE <br /> (3)#3x 2"oc zCustom Design and Engineering,In( <br /> REMAINDER @ 6"oc m 6021 Roosevelt Way Ne <br /> Seattle,WA98115 <br /> ir,rr�:.,a.",a�. ..�, aan,rnz n.:�aa„wa)s�i Mc a:w Donor /\.\✓/\.\✓�\//\\/\/ �\ Yj\\i <br /> ww.cdengr.com <br /> email: kam@cdengr.com <br /> 0 155'rom nai numeM <br /> FOOTING PER PLAN <br /> 1 2 3 4 0 <br /> L IJ CV <br /> U o0 <br /> z � � <br /> w <br /> Q <br /> NOTE:GUARDRAIL DESIGNED FOR 2001b LATERAL THRUST FORCE <br /> NOTE:GUARDRAIL DESIGNED FOR 2001b LATERAL THRUST FORCE ROOF PER FF FRAMING � �--� <br /> LAN <br /> REFER TO 3IS3.0 FOR COMPONENT ATTACHMENT Y 00 w <br /> REQUIREMENTS �---REFER TO 3/S3.0 FOR COMPONENT ATTACHMENT (2)H6 STRAPS 0 <br /> REQUIREMENTS I"THRU BOLT TYP E2Ln w <br /> o 4x4 GUARDRAIL POST @ PORCH ENDS OR 6'-0"O.0 MAX � z T <br /> 4x4 GUARDRAIL POST PORCH ENDS OR 4'-0"O.0 MAX <br /> � BEAM PER PLAN � � �co w <br /> o <br /> J iNOTE:If H6 STRAPS a <br /> ATTACH JOIST TO BLCICG w/(3)SDS25312 OVERLAP,INSTALL ON <br /> SCREWS M Ejcl� 1� OPPOSITE <br /> DTT2Z @ EA POST BEAM PER PLAN U <br /> 111 4x10 BEAM COLUMN FACES <br /> N DTT2Z @ EA POST Q POST PER PLAN <br /> fV <br /> a6 H6 STRAP EA SIDE o <br /> a KBS1Z BOTH ENDS <br /> N KNEE BRACE BOTH _ OF KNEE BRACE <br /> SIDES PER PLAN <br /> -_ h"DIA THRU BOLTS TYP <br /> 4x4 KNEE BRACE <br /> DECK FRAMING PER PLAN W DIA THRU BOLTS TYP DECK FRAMING PER PLAN <br /> BLCK'G @ EA GUARD POST (1'-0"@ BACK DECK) <br /> LTS12 @ EA JOIST <br /> s � <br /> BEAM PER PLAN cn <br /> 5 6 7 8 Q <br /> w E <br /> BUILT-UP 2x4 PLATES AS OVER-FRAME ROOF AS <br /> NEEDED.NAIL EA PLATE REQUIRED-FRAME FROM <br /> WI led @ 6"o.c CUT 2x SLEEPERS <br /> 10d @ 6"o.c 2 N <br /> Sd @ 6"o.c <br /> 3x LEDGER wl(2)ROWS <br /> SDS25312SS(Wx3W)SCREWS @ 4"o.c A 56997 <br /> H1 CLIP @ EA RAFTER EXISTING WALL S�NAL <br /> ti <br /> DECK FRAMING PER PLAN <br /> EXISTING FLOOR FRAMING 4118l2022 <br /> i PROJECT# <br /> 24 RAFTERS <br /> 6d @ 6 RoAc <br /> Y3-2971 <br /> D71Z HOLD-DOWN(4)PLACES ALONG (E)ASSUMED 2x RIM-VERIFY IN FIELD. <br /> DECK WIDTH(EQUALLY SPACED) CONTRACTOR TO NOTIFY ENGIN 777 <br /> 7H6ZSTRAP <br /> LIP @ EA -ATTACH TO TOP PLATE W/%'DIA IF RIM IS NOT PRESENT 0 NER.ly <br /> ER BOLT-EMBED 3W INTO(E)TOP PLATE EE <br /> - U212Z HANGERS <br /> ER <br /> CITY OF EVERETT <br /> ° S3 . 0 <br /> REVIEWED FOR PERMIT <br /> 9 11 <br />
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