|
Permit##: B2103-039
<br />Site Address: 29141ETH ST
<br />Owner: BURHART KERRI
<br />Tenant: [TenNawe)
<br />App.Date: 3/10/2021
<br />Prcpcsed Use: RES I D ENTIAL ALTERATIONS
<br />RELOCATE EXTO INTERIOR STAIRS FROM
<br />STRUCTURAL NOTESKITCIrIEN
<br />Descripticn:
<br />TO LIVIbiIC-n ROOM
<br />THESE DOTES ARE TYPICAL UNLESS DOTED OR DETAILED OTHERWISE ON DRAWINGS
<br />( )ENGINEGRING
<br />/ Date• p N. l'GT'Gr
<br />CODE
<br />Reviewed B / .
<br />NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD �/
<br />Fire/Planning Set
<br />50 4T H AVE. S., SUITE 200
<br />61 Office Set Jcd Site Set
<br />EDMONDS, WASHIINGTON 95020
<br />ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
<br />ALL FAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR
<br />PHONE (425) 77 ®5500
<br />SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS
<br />WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING
<br />FAX (425) 778-5536
<br />„
<br />WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
<br />SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL
<br />MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES:
<br />DESIGN LOADS
<br />DEAD LOADS:
<br />NAIL
<br />SHANK 0
<br />MIN LENGTH
<br />Bd COMMON
<br />0A310
<br />2 1/2" SHANK
<br />ROOF 12 PSF
<br />1
<br />FLOOR 15 PSF
<br />10d COMMON
<br />0.14 30
<br />3" SHANK
<br />J��N 7I 0 2���
<br />I
<br />12d COMMON
<br />0.1480
<br />3 1/4" SHANK
<br />LIVE LOADS:
<br />ROOF (SNOW LOAD) 25 PSF
<br />16d COMMON
<br />0.1620
<br />3 1/2" SHANK
<br />CTTY OFEVERETT
<br />RESIDENTIAL 40 PSF
<br />Permit Services
<br />10d BOX NAILS MAY BE SUBSTITUTED FOR Sd COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED
<br />CITY OF EVERETT
<br />WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS
<br />REVIEWED
<br />REQUIRED CONTRACTOR SHALL
<br />WRITTEN STATEMENT' OFERESPONSIBILITY TO THTE BUILDING OFFICIAL INAND OWNER EPRIOR TO COMMENCEMENT I OF
<br />ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION.
<br />6 lb� a
<br />�
<br />(?
<br />WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC.
<br />ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS
<br />?'
<br />��sEp �.
<br />OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE
<br />®F
<br />�� o• �'��,
<br />STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED.
<br />SHANK AND THREADED PORTIONS PER NDS 11.1.3.
<br />cap
<br />FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY
<br />CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG
<br />SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS
<br />SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL.
<br />TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED
<br />09
<br />L
<br />BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS,
<br />AL
<br />S Detectors e uked: _
<br />SPECIAL INSPECTION
<br />SCREWS, OR BOLTS IN EACH MEMBER..
<br />02/ W 21
<br />® M each s(eeping roomy
<br />OPERATION
<br />CONT
<br />PERIODIC
<br />REMARKS
<br />INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE
<br />• (FI each roomgiving access tO
<br />(MINIMUM) AS MEMBERS CONNECTED.
<br />room,
<br />CONCRETE
<br />Isie yyppp�i,n
<br />A&iESI DVE ANCHORS
<br />X
<br />IF REQ'D
<br />GALVANIZATION
<br />•
<br />• Battery backup,
<br />NOTE:
<br />UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED
<br />ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL
<br />ACCORDING TO THE FOLLOWING TABLE:
<br />INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE
<br />ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
<br />UNTREATED
<br />ACQ-C
<br />CBA-A
<br />OTHER
<br />OTHER PT
<br />RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT
<br />GALVANIZATION
<br />WOOD
<br />CCA-C
<br />SI3X
<br />ACCI?,-D
<br />CA-6
<br />BORATE
<br />ACZA
<br />WOOD
<br />TO THE ATTENTION OF THE DESIGN TEAM:
<br />,' , �
<br />CONCRETE
<br />G90
<br />X
<br />X
<br />X
<br />®o
<br /><
<br />G185
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />FIDG
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF
<br />—
<br />z
<br />ACI 313-AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
<br />STT300
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />Z
<br />O
<br />ca
<br />(ACI 301).
<br />G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA
<br />F—
<br />ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING UNIT WEIGHT OF APPROXIMATELY 150 POUNDS
<br />G1R5 = 1.R5 OZ. OF ZINC PER SQUARE FOOT OF AREA
<br />a
<br />�
<br />PER CUBIC FOOT.
<br />H9G =HOT DIP GALVANIZED
<br />U
<br />SST300 = TYPE 316L STAINLESS STEEL
<br />V)
<br />CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL RE AS FOLLOWS:
<br />SIZE CLASSIFICATION
<br />SPECIES
<br />GRADE
<br />Fh (PSI)
<br />Fv (PSI
<br />Fe (PSI)
<br />THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS
<br />SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING
<br />ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE
<br />AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND
<br />SUBSTARKNATING STRENGTH DATA HN ACCORDANCE WITH CHAPTER 26 OI ArI 318.
<br />ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE
<br />WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1.
<br />*PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH
<br />REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED.
<br />REINFORCING STEEL
<br />REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (FY
<br />= 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED
<br />SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL
<br />PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE
<br />SUBMITTED.
<br />REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING
<br />EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN
<br />HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL
<br />ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS.
<br />LUMBER
<br />ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA
<br />GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
<br />REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS.
<br />UNLESS RIOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN
<br />CONTACT WITH CONCRETE, MASONRY, OR WITHIN R" OF SOIL SHALL BE PRESERVATIVE -TREATED BY
<br />VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD Ul.
<br />BEAMS (d � 9 1/2")
<br />PSL
<br />2.0E
<br />2,900
<br />290
<br />-
<br />N
<br />PARALLAM MEMBERS
<br />FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT
<br />Q
<br />®cry
<br />�
<br />NO. ESR-1337 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A
<br />STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME,
<br />PLANT NUMBER AND ADEPENDENT INSPECTION AGENCY'S LOGO, FABRICATOR SHALL BE CERTIFIED. MEMBERS
<br />p�
<br />SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
<br />EXISTING BUILDING
<br />DESIGN:
<br />DTR
<br />CONTRACTOR SHALL VERIa'Y ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
<br />DRAWN:
<br />JEG
<br />DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br />REDESIGN.
<br />CHECK:
<br />DMT
<br />CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
<br />JOB
<br />NO:
<br />21017.10
<br />PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
<br />DATE:
<br />02/23/2 1
<br />GENERAL
<br />STRUCTURAL DRAWINGS SHALL BE USED FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL
<br />DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT
<br />TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
<br />CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER
<br />OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
<br />PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
<br />CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR
<br />Lj
<br />APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT
<br />SATISFY THIS REQUIREMENT.
<br />DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br />SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER.
<br />0
<br />7-
<br />A P P R 0 V D
<br />i''
<br />LLJ
<br />SHEET:
<br />R
<br />u
<br />0737774771,9
<br />
|