Laserfiche WebLink
3 <br />0 <br />0 <br />t, <br />N <br />0 <br />0. <br />" <br />V <br />—.r <br />w� <br />EVERETT, WA <br />PERMIT SET <br />GEOTECHNICAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT <br />ALPHA SUBDIVISION PRO'S, INC. AHBL, INC AHBL, INC <br />5205 S. 2ND AVE., SUITE A 2215 N 30TH STREET 2215 N 30TH STREET <br />EVERETT, WA g8203 TACOMA, WA g8403 TACOMA, WA g8403 <br />CONTACT: KAREN SWIFT CONTACT: BART BRYNESTAD CONTACT:JASON MORSE <br />PHONE: (425) 252-1884 PHONE: 253.383.2422 PHONE: 253.267.2425 <br />EMAIL: karens@alphasub.com EMAIL: BBRYNESTAD@AHBL.COM EMAIL: --- <br />AREA MAP VICINITY MAP <br />\ <br />i V <br />I I�VJLV 1 LVVl1 1 IV17 <br />NORTH <br />N.T.S. <br />S <br />YM <br />B <br />OL <br />S <br />GRID LINE DESIGNATION <br />C.O.S. = center of structure <br />F.O.S. = face of structure <br />(E) = existing <br />INTERIOR ELEVATION <br />ELEVATION NUMBER <br />SHEET NUMBER <br />EXTERIOR ELEVATION <br />ELEVATION NUMBER <br />SHEET NUMBER <br />BUILDING SECTION <br />SECTION NUMBER <br />SHEET NUMBER <br />WALL SECTION <br />SECTION LETTER <br />SHEET NUMBER <br />DETAIL <br />DETAIL NUMBER <br />SHEET NUMBER <br />REVISION <br />REVISION <br />MATCHLINE <br />NORTH ARROW <br />A <br />N N <br />0 0 <br />LL- U <br />O F.O.S. _ _ F.O.S. O <br />C.O.S. I C.O.S. <br />to cn <br />d o <br />ti 0 <br />A <br />3A <br />IOA A601 5A <br />7A <br />6B <br />A300 <br />LOB <br />A400 <br />LOB <br />A500 <br />3B <br />A700 <br />MATC14LINE <br />X I X <br />STRUCTURAL ENGINEER <br />LUND OPSAHL <br />1201 FIRST AVENUE SOUTH, SUITE 310 <br />SEATTLE, WA g8134 <br />CONTACT: KEERTHANA UDUMULA <br />PHONE: 206.402.515(o <br />EMAIL: KUDUMULA@LUNDOPSAHL.COM <br />$Rx <br />f '34'{ TF.� <br />X <br />AREA OF WORK <br />NORTH <br />GENERAL NOTES <br />I. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE <br />THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE <br />SHALL GOVERN. <br />2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY <br />THE ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. <br />3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT <br />THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. <br />4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO <br />ENTER THE BUILDING DURING CONSTRUCTION. <br />5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND <br />ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. <br />6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. <br />7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE <br />PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A <br />CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SUGGESTED DETAIL FOR GUIDANCE AND <br />APPROVAL. <br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF <br />MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND <br />SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR <br />DUCTS, PIPES, CONDUITS AND EQUIPMENT. <br />cl. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION, <br />FACE OF CONCRETE, FACE OF MASONRY, FACE OF FRAME OR FACE OF ROUGH OPENING, <br />UNLESS OTHERWISE NOTED. <br />10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE <br />WELDING, HIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN <br />INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING. <br />N.T.S. <br />Additional Permits Are Required <br />For This Project To Include: <br />�] Plumbing ©a rinklor <br />[M Mechanical � Fire Alarm <br />Electrical <br />APPROVED <br />PUBLIC �NO!D AR <br />BY 17T <br />DATE... <br />CITY OF EVERETT REVIEWED FOR PE IT <br />?'4 tx)2- O A! <br />ZONING INFORMATION <br />GOVERNING CODE <br />EVERETT MUNICIPAL CODE <br />TITLE Icl - ZONING <br />PARCEL NUMBER <br />28041200305500 <br />ZONING <br />CHAPTER Icl.25 ORDINANCE 3617-18 <br />C-2 - HEAVY COMMERCIAL/LIGHT INDUSTRIAL <br />LAND USE <br />CHAPTER 19.05.010 <br />PERMIT USES <br />B - BUSINESS <br />PARKING STALL REQUIREMENTS <br />CHAPTER 19.34.120: CITY OF EVERETT DESIGN <br />STANDARDS, SECTION 340 <br />STANDARD STALL <br />8.5' x 18.5' (MINIMUM SIZE) <br />ADA STANDARD STALL <br />8.5' x 18.5' + 5' x 18.5' ACCESSIBLE AISLE (MINIMUM SIZE) <br />ADA VAN STALL <br />8.5' x 18.5' + 8' x 18.5' ACCESSIBLE AISLE (MINIMUM SIZE) <br />II' x 18.5' + 5' x 18.5' ACCESSIBLE AISLE (MINIMUM SIZE) <br />DELIVERY STALL <br />10' x 30' (MINIMUM SIZE) <br />PARKING STALLS REQUIRED (MINIMUM) <br />RETAIL <br />8 STALLS (11400 SQ FT) <br />CODE INFORMATION <br />GOVERNING CODE 2015 INTERNATIONAL BUILDING CODE (IBC) <br />WAS14INGTON STATE AMENDMENTS <br />2015 WASHINGTON STATE ENERGY CODE (WSEC) <br />2015 UNIFORM PLUMBING CODE (UPC) <br />A <br />OCCUPANCY CLASSIFICATION <br />IBC CHAPTER 3 M MERCANTILE <br />IBC SECTION 602 <br />MAXIMUM ALLOWABLE BUILDING NEIGNT <br />IBC TABLE 504.3 <br />MAXIMUM ALLOWABLE BUILDING STORIES <br />IBC TABLE 504.4 <br />MAXIMUM ALLOWABLE FLOOR AREA <br />IBC TABLE 506.2 <br />FIR5T FLOOR <br />TOTAL <br />FIRE ALARM AND DETECTION SYSTEM <br />IBC CHAPTER cl <br />IBC TABLE 1004.1.2 <br />FIRST FLOOR <br />TOTAL <br />VB (NON -FIRE RATED) <br />(COMBUSTIBLE CONSTRUCTION) <br />40 FEET <br />(N5 = BUILDING NOT EQUIPPED WITH FIRE SPRINKLER SYSTEM) <br />2 STORIES <br />(NS = BUILDING NOT EQUIPPED WITH FIRE <br />SPRINKLER SYSTEM) <br />q,000 SQ FT <br />q,000 SQ FT <br />(ALLOWABLE AREA PER FLOOR = q,000 5Q FT) [11 <br />BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC FIRE <br />ALARM AND DETECTION SYSTEM WITH A MUNICIPAL TRIP <br />CIRCUIT IN ACCORDANCE WITH IBC SECTION g07. <br />38 OCCUPANTS <br />38 OCCUPANTS <br />THESE DOCUMENTS HAVE NOT BEEN <br />APPROVED FOR THE ISSUANCE OF <br />PUBLIC WORKS, MECHANICAL, FIRE <br />MONITORED AUTOMATIC FIRE SUPPRESSION' ELECTRICAL OR <br />PLUMBING PERMITS. <br />DETECTION SYSTEM REQUIRED <br />SUPERVISED AUTOMATIC <br />SPRINKLER SYSTEM REQUIRED f-.0 F EVER <br />L <br />R-EVIEWE"CE)FOR N17RIVII . <br />Permit#: B2001-006 <br />Site Address: 7500 HARDESON RD <br />Owner. HARDESON LLC <br />Tenant: 7-11 <br />App. Date: 1/7/2020 <br />Proposed Use: COMMERCIAL <br />Description: NEW 3,000 SF RETAIL BUILDING/ 7-11 INCL <br />FUELING CANOPY AND <br />r <br />n <br />Reviewed By: ! Date: <br />Office Set Job Site et Fire/Planning Set <br />Helix <br />cvERETT FIRE DEPT.design g ro p <br />2930 Wetmore 7th Floor <br />Everett, WA 98201 <br />7—�q-.2ozv <br />AMERICAN INSTITUTE OF ARCHITECTS <br />a, 51 3 ARC REGISTERED <br />SEP I <br />B CE McKEAN <br />T TE OF WASHINGTON <br />CITY OF EVERETT <br />.Permit Services <br />PROJECTINFORMATION HELIX DESIGN GROUP, INC <br />SITE AREA OWNER <br />ACRES 1.32 ACRES SN SUMNER, LLC <br />SQUARE FOOTAGE 57,4g9.2 SQ FT 14241 N.E. DUVALL ROAD, #135 <br />DUVALL, WA 98072 <br />BUILDING AREA CONTACT: SANG JI <br />FIRST FLOOR 2,g40 SQ FT PHONE: <br />EMAIL: SANGWJI@LIVE.COM <br />LOT COVERAGE <br />TOTAL BUILDING COVERAGE ON SITE 5.11% <br />(BUILDING AREA / SITE AREA) <br />OFF-STREET PARKING STALLS <br />PARKING STALLS PROVIDED <br />STANDARD STALL 15 STALLS <br />ADA STANDARD STALL 2 STALLS <br />TOTAL 17 STALLS <br />SH <br />EET INDEX <br />GENERAL <br />DRAWINGS <br />STRUCTURAL DRAWINGS <br />G001 <br />COVER SHEET <br />5001 STRUCTURAL GENERAL NOTES <br />G002 <br />SITE PLAN <br />S002 STRUCTURAL GENERAL NOTES <br />G030 <br />LEGENDS AND NOTES <br />5100 FOUNDATION PLAN <br />G035 <br />LEGENDS AND NOTES <br />5110 ROOF FRAMING PLAN <br />ARGNITECTURAL DRAWINGS <br />AI00 <br />FLOOR PLAN <br />AIIO <br />ROOF PLAN <br />A200 <br />SCHEDULES <br />A300 <br />EXTERIOR ELEVATIONS <br />A400 <br />BUILDING SECTIONS <br />A500 <br />WALL SECTIONS <br />A700 <br />EXTERIOR DETAILS <br />A701 <br />EXTERIOR DETAILS <br />A800 <br />SITE DETAILS <br />5301 <br />STRUCTURAL <br />CONCRETE DETAILS <br />5302 <br />STRUCTURAL <br />CONCRETE DETAILS <br />5401 <br />TRASH ENCLOSURE DETAILS <br />5601 <br />STRUCTURAL <br />WOOD DETAILS <br />5602 <br />STRUCTURAL <br />WOOD DETAILS <br />5603 <br />STRUCTURAL <br />WOOD DETAILS <br />DEFERRED SUBMITTALS <br />ALL DEFERRED SUBMITTALS SHALL BE SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO <br />SUBMITTING TO BUILDING OFFICIAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DOCUMENTS <br />HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. A RECORD DRAWING SET OF THE APPROVED SUBMITTAL SHALL BE <br />SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF RELATED WORK. <br />NVAG DRAWINGS <br />HVAC DRAWINGS ARE DEFERRED TO CONTRACTOR'S <br />DESIGN -BUILD SUBMITTAL. <br />PLUMBING DRAWINGS <br />PLUMBING DRAWINGS ARE DEFERRED TO CONTRACTOR'S <br />DESIGN -BUILD SUBMITTAL. <br />ELECTRICAL AND LIGHTING DRAWINGS <br />ELECTRICAL AND LIGHTING DRAWINGS ARE DEFERRED TO <br />CONTRACTOR'S DESIGN -BUILD SUBMITTAL. <br />FIRE SPRINKLER DRAWINGS <br />FIRE SPRINKLER DRAWINGS ARE DEFERRED TO <br />CONTRACTOR'S DESIGN -BUILD SUBMITTAL. <br />FIRE ALARM DRAWINGS <br />FIRE ALARM DRAWINGS ARE DEFERRED TO CONTRACTOR'S <br />DESIGN -BUILD SUBMITTAL. <br />ARCHITECT <br />HELIX DESIGN GROUP, INC. <br />6021 12TH STREET EAST SUITE 201 <br />TACOMA, WASHINGTON 98424 <br />CONTACT: MATT EBERSOLE <br />PHONE: (253) 922.9037 <br />COVER SHEET <br />7 ELEVEN <br />BUILDING SHELL <br />75TH STREET SW <br />& HARDESON ROAD <br />EVERETT, WA <br />REVISION DATE <br />1 CITY COMMENTS 06.03.20 <br />DATE JOB NO. <br />06.03.20 a 19-026 <br />PERMIT SET <br />DRAWING NO. <br />© HELIX DESIGN GROUP, INC.: All rights mservee. <br />No par' of this document may be reproduced in any form or by <br />any means wifhous permission in writing from Helix Cesign Group <br />NORTH <br />