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<br /> STRUCTURAL NO :, ¢ ; . 4,w .
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEG 'as: k-"
<br /> 250 4TH AVE. S. SUITE 200
<br /> CODE _ EDMONDS, WASHINGTON 98020
<br /> ALL MATERIALS,WORKMANSHIP, DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, r
<br /> M PHONE (425) 778-8500
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC), 2015 EDITION.SPECIFICATIONS AND STANDARDS FAX (425) 778-5536
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. CY
<br /> P'DESIGN LOADS
<br /> DEAD LOADS: I , 3:.,,`. _,, .i 'f s 1 ' ,�
<br /> 4 ?
<br /> ROOF 25 PSF ( i 1
<br /> FLOOR 15 PSF I `V 2 0 20 19 ,E
<br /> DECK 10 PSF iLl
<br /> LIVE LOADS:
<br /> .._ _._. _,__ - ,� � . . - - .. ;.: ...2 : _�.M... _..__ 1.;-TT....-. ____ — CITY OF EVERETT
<br /> -1.7" _ -0.7" 0.0" 0.0" Permit S e > es
<br /> ROOF(SNOW LOAD) 25 PSF ' I �. €�.
<br /> RESIDENTIAL 40 PSF
<br /> DECK 60 PSF
<br /> (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10).
<br /> STATEMENT OF SPECIAL INSPECTIONS PCs IPAat,.
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<br /> SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE.THE CONTRACTOR SHALL SUBMIT A I ��' � Sbrl��
<br /> WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF • _ ` ' 'de
<br /> WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. a, .
<br /> STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. "
<br /> L
<br /> 01 tI , A,
<br /> -1.5" +0.4° 2
<br /> ,d A S 1
<br /> FREQUENCY AND DISTRIBUTION OF REPORTS-INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY s IOIVAL
<br /> SPECIAL INSPECTOR.STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION.REPORTS i KV 28/19
<br /> SHALL BE DISTRIBUTED TO THE CONTRACTOR,ARCHITECT, ENGINEER AND BUILDING OFFICIAL. I L
<br /> SPECIAL INSPECTION +0.1" +0.1"
<br /> OPERATION CONT PERIODIC REMARKS
<br /> SOILS \ •
<br /> _,
<br /> PIPE PILING INSTALLATION X -1.3"
<br /> PILING REFUSAL VERIFICATION X _"'_. _ �_."" _-_-----___.
<br /> -2.2" -1.4" -. z
<br /> NOTE: I I 0
<br /> ALL ITEMS MARKED WITH AN "X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17.SPECIAL Di
<br /> INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER.THE Q w
<br /> ARCHITECT,STRUCTURAL ENGINEER,AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL _ _ • _, _._ - ®-• - - - 0.1" cc
<br /> RESULTS.ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT . : _ .._.;..'L•1,�.......___.„.....�_ ..._...._.._. __-__�.,„.._�.._..__ew. ._.�__ .7_�� Z
<br /> TO THE ATTENTION OF THE DESIGN TEAM. -2.2 -2.1" -1.2" -0.6" -0.4" \ 0Z 2
<br /> E D U
<br /> FOUNDATIONS:PIN PILES N D
<br /> -1.6" 62 ~ H
<br /> SOILS REPORT: REPORT NO:
<br /> ' O 2 cn
<br /> •
<br /> PREPARED BY: NELSON GEOTECHNICAL i cL z Wtai o O O
<br /> DATED:
<br /> I
<br /> ALLOWABLE PILE CAPACITY: 3 TONS -2.0"
<br /> IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN,WELL GRADED GRANULAR ® ,/ CH CH
<br /> MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE -1.3" _______ ___ _ ,0�� Q N
<br /> THAN 10%FINES(PASSING THE#200 SIEVE). -0.5" -0.4"3 .��°` / " O O
<br /> FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE +1[ Y
<br /> THICKNESS AND COMPACTED TO A MINIMUM OF 95%OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 1° _ __ CC
<br /> Q
<br /> TEST METHOD D1557-00.
<br /> BACKFILL BEHIND ALL RETAINING WALLS WITH WELL-DRAINING,GRANULAR FILL AND PROVIDE FOR SUBSURFACE -1.5" -0.1"
<br /> DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER DESIGN: CGP
<br /> ARCHITECTURAL SPECIFICATIONS. 17DRAWN: ATD
<br /> -0.4" ,
<br /> 2"0 PIPE PILING INSTALLATION _ _ __. ...__. _ __ 0.0" _. _._._0.0 ` CHECK: GG i
<br /> 2"XS PIPE SHALL CONFORM TO ASTM A53 GRADE A OR B, FY=30 KSI (MIN) JOB NO: 19354.10
<br /> PILES SHALL BE DRIVEN THROUGH LOOSE MATERIAL&BEAR IN COMPETENT DENSE SOIL AS DETERMINED BY THE 0.0" C.0" 0,0"u. DATE: 1 O/1 1/1 9
<br /> GEOTECHNICAL SPECIAL INSPECTOR. PILES SHALL HAVE A MINIMUM OVERALL EMBEDMENT OF 10 FEET OR AS
<br /> DETERMINED ADEQUATE BY THE GEOTECHNICAL SPECIAL INSPECTOR. PILES SHALL NOT EXCEED A MAXIMUM -1.2"
<br /> EMBEDMENT DEPTH OF 30 FEET.
<br /> PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A PNEUMATIC HAMMER
<br /> OR OTHER SIMILAR HYDRAULIC HAMMER SYSTEM.THE PNEUMATIC HAMMER SHOULD WEIGH AT LEAST 140 _.. _ - --
<br /> POUNDS. REFUSAL SHALL BE DEFINED AS 1"OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING.
<br /> PIPE SECTIONS SHALL BE CONNECTED WITH INTERNAL SLIP COUPLINGS. PARTIAL
<br /> nDI) nL MAIN
<br /> n n I n' FLOOR
<br /> D LEVEL
<br /> � SURVEY
<br /> D"Cv
<br /> THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE 0 SCALE: NTS 'V I/`� 'V r Il G V C J Il V C I
<br /> UNDERGROUND UTILITIES LOCATION SERVICE(1-800-424-5555)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS
<br /> THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY ALL UTILITIES WHICH MAY BE
<br /> AFFECTED BY THE IMPLEMENTATION OF THESE DRAWINGS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
<br /> ANY AND ALL DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR OPERATION.
<br /> EXISTING BUILDING
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
<br /> DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br /> REDESIGN. qD
<br /> CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS ,
<br /> PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. NOV 2 5 2019 ( ^)
<br /> J
<br /> Li 1
<br /> GENERAL -
<br /> CITY OF EVERETT }—
<br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,CIVIL, ELECTRICAL,AND Permit Services
<br /> MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND K) 0 I`
<br /> CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE CD Z
<br /> ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. Li.w N ,'`
<br /> CONTRACTOR TO SEE ARCHITECTURAL,CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION ® < —I
<br /> OF PIPE,VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL THESE ED FOR THES HAVE NOT BEEN 0
<br /> APPROVED FOR THE ISSUANCE OF Li..1 Q
<br /> PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. PUBLIC WORKS,MECHANICAL,FIRE I1„j IX
<br /> SUPPRESSION,ELECTRICAL.OR ce 0
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL PLUMBING PERMITS, = ~ I'—'
<br /> ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS
<br /> ONLY WILL NOT SATISFY THIS REQUIREMENT. Ce {1) I— i
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT _i
<br /> SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF REVIEWED
<br /> Conf EVERETT —J
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<br /> CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL REVIEWED FOR PERMIT 1 0 O W ca
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<br /> ENGINEER. lM�o�ns� '. "
<br /> Permit#: B1810-004 (Lev S S ct,r-Wx a SHEET:
<br /> Site Address: 3201 SHORE AVE S5%A.
<br /> Owner: KOLLAR JOSHUA J&BARBARA L
<br /> Tenant: [TenName]
<br /> •
<br /> App. Date: 10/3/2018
<br /> Proposed Use: SFR DETACHED
<br /> Description: INTERIOR REMODEL OF EXTG SFR
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<br /> Reviewed By: ate: (( 2(I (4
<br /> Office Set Job Site Set Fire/Pla ning Set
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