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FRONT ELEVATION PRIOR TO BRICK VENEER REMOVAL
<br />DECAY At BLOCKING AND ENDS OF FLOOR JOISTS
<br />DECAY AT SILL PLATE AND ENDS OF FLOOR JOISTS
<br />EXIST. WALL SHEATHING
<br />BRICK VENEER BY
<br />OTHERS
<br />SIMPSON LTP4 AT 2' O.G.
<br />REMOVE 1 1/2" WIDE x
<br />3 1/2" TALL SECTION OF
<br />EXIST. FLOOR JOIST
<br />WHERE DECAYED,
<br />SHOWN SHADED, DO
<br />NOT OVERCUT
<br />SIMPSON LTP4 AT 2' O.C.)
<br />AP945--srvc-
<br />1/2"0
<br />ANCHORS AT 4' O.G.
<br />(MIN. 2 PER SILL PLATE
<br />SECTION), EMBED 4" MIN.
<br />EXIST. CONC. BASEMENT
<br />WALL
<br />8/12/2021
<br />21087 WD 01.dwg
<br />GENERAL NOTES:
<br />GENERAL CONDITIONS:
<br />1. DO NOT SCALE DRAWINGS.
<br />2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE
<br />COMPLETELY PROVIDED AS IF DRAWN IN FULL.
<br />3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN
<br />ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND
<br />RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICT CONFORMANCE WITH
<br />INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION
<br />PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK
<br />THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE.
<br />4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL,
<br />STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS.
<br />5. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS
<br />EXISTING MATERIALS.
<br />6, CONTACT THIS OFFICE AT (206) 261-1500 IF ANY ADDITIONAL DAMAGE IS FOUND
<br />OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE
<br />OR EXISTING BUILDING ARE FOUND DURING THE CONSTRUCTION WORK.
<br />,SITE CONDITIONS. SAFETY AND DEMOLITION:
<br />1. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES
<br />AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE
<br />COURSE OF THE PROJECT.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING,
<br />METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK.
<br />9, THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR SUPPORT TO PREVENT
<br />MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED.
<br />10, THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL
<br />CONSTRICTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE,
<br />11. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR
<br />ADDITIONAL DAMAGE.
<br />12, REMOVE AND REPLACE ALL MOISTURE DAMAGED FINISHES INCLUDING: DAMAGED
<br />THERMAL AND SOUND INSULATION.
<br />13, THE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION
<br />RELATED DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY
<br />AND AT THE END OF THE PROJECT.
<br />CONSTRUCTION.
<br />14, ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH
<br />THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY
<br />STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT TO PACIFIC
<br />ENGINEERING TECHNOLOGIES, INC..
<br />15. PROVIDE WEATHER -RESISTIVE / AIR BARRIER BEHIND WALL CLADDING IN
<br />ACCORDANCE WITH IRC R103 AND 2015 WASHINGTON STATE RESIDENTIAL ENERGY
<br />CODE R402 AND TABLE R402.4.1.1. WEATHER -RESISTIVE / AIR BARRIER SHALL BE
<br />CONTINUOUS AND ALL JOINTS SHALL BE TAPED OR SEALED IN ACCORDANCE WITH
<br />THE MANUFACTURER'S RECOMMENDATIONS.
<br />16. PROVIDE FLASHINGS FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH
<br />IRC R103,
<br />11. INSTALL ROOFING COMPONENTS IN ACCORDANCE WITH IRC CHAPTER S.
<br />18, THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE
<br />COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND
<br />SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC.
<br />IS. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE
<br />WASHINGTON STATE ENERGY CODE. PROVIDE MINIMUM R-3 PER INCH.
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<br />EXIST. 2x FLOOR JOIST
<br />2x BLOCKING, BOTTOM
<br />PORTION OF BLOCKING TO
<br />EXTEND UNDER CUT PORTION
<br />OF FLOOR JOIST
<br />MIN. 70EAIA t; e'3) 160t
<br />REMOVE DECAYED 2x SILL
<br />PLATE AND INSTALL P.T. 2x4
<br />SILL PLATE
<br />NOTE:
<br />1
<br />S CT I OI �t 7 SUR P RT OF FLOOR RJOISTS
<br />SCALE: 1 1/2" = 1'-0" AS REQUIRED
<br />EXIST. WALL SHEATHING F---�
<br />BRICK VENEER BY
<br />OTHERS
<br />SIMPSON LTP4 AT 2' O.C.
<br />AT REPLACED SECTIONS
<br />OF RIM JOIST/SILL
<br />PLATE
<br />PROVIDE SIMPSON
<br />MSTA24 STRAP AT RIM
<br />JOIST SPLICE
<br />SIMPSON LTP4 AT 2' O.C.
<br />AT REPLACED SECTIONS
<br />OF RIM JOIST/SILL
<br />PLATE
<br />ANCHORS At 4' O.G.
<br />(MIN. 2 PER SILL PLATE
<br />SECTION), EMBED 4" MIN.
<br />EXIST. CONC. BASEMENT I �_
<br />WALL
<br />EXIST. 2x STUD WALL
<br />EXIST. FLOOR SHEATHING
<br />L--I EXIST, 2x FLOOR JOIST
<br />REMOVE AND REPLACE RIM
<br />�U JOIST AND SILL PLATE AS
<br />_ 1 REQ'D TO REMOVE DECAY
<br />IN 4' LONG SECTIONS (MAX.)
<br />SECTION
<br />SCALE: 1 1/2" = 1'-0"
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<br />THE INFORMATION ON THIS SITE
<br />PLAN IS SCHEMATIC AND HAS
<br />BEEN DERIVED FROM THE SITE
<br />PLAN INFORMATION ON RECORD
<br />WITH SNOHOMISH COUNTY, AERIAL
<br />PHOTOGRAPHS AND SITE VISIT.
<br />(PARTIAL 5ASE1~IENT WALLS SHOWN)
<br />PARTIAL MAIN FLOOR
<br />FRA1" rING PLAIN
<br />SCALE: 1/4" = 1'-0" ® V
<br />SCOPE OF UJORK SU1*"AR�'
<br />TYPE: DECAY REPAIR
<br />THE PURPOSE OF THESE DRAWINGS IS TO SHOW REPAIRS FOR DECAYED FLOOR FRAMING
<br />THAT WAS UNCOVERED DURING REMOVAL OF BRICK VENEER WHICH WAS REPLACED AS A
<br />RESULT OF A VEHICLE ''MPACT AT THE SUBJECT RESIDENCE IN EVERETT, WASHINGTON.
<br />THERE IS NO INCREASE IN THE EXISTING BUILDING FOOTPRINT.
<br />EXCLUSIONS:
<br />NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING UNDAMAGED FRAMING
<br />MEMBERS.
<br />ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WEATHER -RESISTIVE
<br />ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING;, VENTILATION, WINDOWS, DOORS,
<br />INSULATION, FIRE -RESISTIVE ASSEMBLIES, VAPOR RETARDERS, INTERIOR FINISHES,
<br />MECHANICAL, ELECTRICAL, ETC. IS NOT INCLUDED IN THESE DRAWINGS,
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<br />NORTHWEST
<br />EVERETT
<br />Everett
<br />Community
<br />College
<br />19
<br />Whittler
<br />Elmentary School
<br />VICINITY MA fA Nh, APPROVED
<br />SCALE: N.T.S.
<br />Office of Community,PLANNING nDEPARTNiENTing & Economic ��
<br />ASSESSOR'S No.: 00398100000100
<br />GOAL DESCRIPTION:
<br />BAYVIEW ADD TO EV R=LT LT 15-IS BK 132 24,25 BK 133 1-1 BK 131 GRANDVIEW
<br />ADD BLK 000 D-00 - LOT 1 LESS R/W ESE TO EVERETTTGW BEG At MOST SLY
<br />COR LOT i REPLT GRANDVIEW ADD TH N34*52 26W ALG NE BDY THOF 15OFT TO
<br />MOST NLY COR TH N55*06 34E25FT TH S34*53 26E PLT N BDY 149FT M/LTO NWLY
<br />BDY ALVERSON BLVD TH SWLY ALG SDBDY 25FT M/L TO POB EXC NELY 5FT AS
<br />MEASALG SELY LN THOF
<br />.WILDING ATA:
<br />JURISDICTION: CITY OF EVERETT
<br />CODES: 2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
<br />2018 INTERNATIONAL EXISTING RESIDENTIAL CODE (IERC)
<br />ZONING: R-1 - SINGLE FAMILY DETACHED LOW DENSITY
<br />OCCUPANCY: R-3 (SINGLE FAMILY RESIDENCE)
<br />LOT SIZE: 16,989 SQ. FT. OR .39 ACRES I I °�
<br />BUILDING AREA: FIRST FLOOR: 1,699 $0. FT.
<br />BASEMENT. 1012 $0. FT AUG 2 0 2021
<br />CITY OF
<br />STRUCTURAL NOTES. �p
<br />• Permit Services
<br />CODE:
<br />THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 EDITION AND THE 2015 INTERNATIONAL
<br />EXISTING BUILDING CODE (IERC), WITH THE STATE OF WASHINGTON AMENDMENTS.
<br />STEEL BOLTS:
<br />ALL BOLTS AND THREADED RODS SHALL BE ASTM A301 UNLESS NOTED OTHERWISE.
<br />MECHANICAL ANCHORS:
<br />MECHANICAL ANCHORS FOR ATTACHMENT TO CRACKED OR UNCRACKED CONCRETE
<br />SHALL BE TITEN HD HEAVY DUTY SCREW ANCHORS BY SIMPSON STRONG -TIE, INC. (ICC-ES
<br />REPORT 02113), UNLESS NOTED OTHERWISE ON THE PLANS. ANCHORS SHALL BE INSTALLED
<br />AS RECOMMENDED BY THE MANUFACTURER
<br />NAILS:
<br />NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 11-13 IN ICC-ES
<br />EVALUATION REPORT ESR-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND
<br />TOOL ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS
<br />UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE
<br />AS FOLLOWS:
<br />10d 3" x 0.131" DIA.
<br />10d COMMON 3" x 0.148" DIA.
<br />ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD
<br />SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153-GLASS D.
<br />STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS:
<br />ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD
<br />GRADING RILES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM
<br />GRADE:
<br />BLOCKING 4 SILLS HEM -FIR 02 Fb = 850 PSI
<br />WOOD PROTECTION / TREATMENT:
<br />ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED TO THE ELEMENTS
<br />SHALL BE PRESSURE -TREATED (NOTED P.T.) IN ACCORDANCE WITH AWPA STANDARD Ul.
<br />USE THE FOLLOWING MINIMUM AWPA USE CATEGORIES:
<br />INTERIOR/DAMP (WOOD SILL PLATES): UC2
<br />PAINT ALL SCARS, CUTS AND DRILL HOLES WITH A WOOD PRESERVATIVE THAT IS
<br />COMPATIBLE WITH THE CHEMICALS USED FOR THE PRESSURE TREATMENT OF THE WOOD,
<br />PRESERVATIVES FOR FIELD TREATMENT SHALL MEET THE REQUIREMENTS OF AWPA
<br />STANDARD M4. Subject To Field Inspection
<br />Permit#:
<br />B2108-034
<br />Site Address:
<br />600 ALVERSON BLVD
<br />Owner:
<br />AYERS RANDY R
<br />Tenant:
<br />[TenName]
<br />App. Date:
<br />8/16/2021
<br />Proposed Use:
<br />RESIDENTIAL ALTERATIONS
<br />Description:
<br />REPAIR DECAYED FLOOR FRAMING.
<br />IT' OF EVERETT
<br />REVIEWED FOR PERMIT
<br />Reviewed By
<br />Date:�
<br />Office Set
<br />Joky Site Set Fire/Planning Set
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<br />Job No. 21081.00
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