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Perm it#: B2003-031
<br /> Site Address: 3315 ROCKEFELLER AVE
<br /> Owner: LEE ALAN
<br /> REFERENCE Tenant: [7enName]
<br /> 0 © CDPARTIAL SECOND App. Date: 3/20/2020
<br /> GENERAL NOTES: FLOOR FRAMING Proposed Use: SFR ATTACHED
<br /> PLAN Description: VEHICLE IMPACT REPAIR TO AN EXTC
<br /> GENERAL CONDITIONS: _ _ N 6S°59'0�" E 11 SCORE WORK �� )NDa uNIT#�
<br /> i. DO NOT SCALE DRAWINGS. —r—�- o -r •i o — VP
<br /> —
<br /> WORK THIS PERMIT TYPE: VEHICLE IMPACT DAMAGE REPAIR Reviewed Date 9d ?C� 1
<br /> 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY 1 I[ - — — — -�� O THE PURPOSE OF THESE DRAWINGS IS t0 SNOW REPAIRS FOR THE DAMAGE CAUSED BY
<br /> PROVIDED AS IF DRAWN IN FULL. 1 SHOWN SHADED VEHICLE IMPACT AT THE SUBJECT RESIDENCE IN EVERETT, WASHINGTON. Office Set Job Site Set Fire/PI ring Set
<br /> I
<br /> 3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH ,-+� A VEHICLE IMPACTED AN EXTERIOR WALL SEPARATING TWO GARAGE R E DOORS. THE
<br /> ALL MANUFACTURERS SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK \ / STRUCTURAL DAMAGE IS LIMITED TO WALLS STUDS AND EXTERIOR PLYWOOD WALL
<br /> SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH w; ( t SHEATHING.
<br /> SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE U. II J L- r` © THE DAMAGED ELEMENTS ARE BEING RESTORED TO THEIR PREDAMAGED CONDITION IN
<br /> PORTIONS O I ( ACCORDANCE WITH SECTION 606.2 OF THE IEBG PER THE WORK AREA COMPLIANCE METHOD
<br /> 4. F THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS Al THEIR EXPENSE. Q 0 w }' FOR REPAIRS FOR LESS THAN SUBSTANTIAL DAMAGE ALL REPAIRED ELEMENTS ARE EQUAL
<br /> - OR GREATER EXISTING. o
<br /> 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND a 01 <' 61
<br /> LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. N ZI I 'Q THE ORIGINAL PERMITTED CONSTRUCTION DRAWINGS TITLED "ROCKEFELLER APTS" BY
<br /> STRUCTURAL DESIGN ASSOCIATES, DATED JANUARY 22, 2004 HAVE BEEN REFERENCED FOR
<br /> 0 THE REPAIR DESIGN AND SELECT PAGES INCLUDED IN THESE DRAWINGS AND THE REPAIRS
<br /> 6. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS I 01 0 ARE BEING PERFORMED TO MATCH THE EXISTING CONDITIONS SPECIFIED IN THE ORIGINAL o
<br /> AND SPECIAL INSPECTIONS. 1 Z Z
<br /> CONSTRUCTION DRAWINGS. THE WALL THAT WAS DAMAGED IS NOT A SHEAR WALL BASED ON
<br /> 1. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS 1 <� * I SHEET 5-2.0 OF THE ORIGINAL DRAWINGS.
<br /> EXISTING MATERIALS. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING FRAMING MEMBERS. 0
<br /> S. CONTACT THIS OFFICE AT (206) 2SI-'1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE I L — _ _ LL _ J Q v 0
<br /> THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING I l U
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<br /> BUILDING ARE FOUND DURING THE CONSTRUCTION WORK. N S9°59'04" E 119.69' N
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<br /> SITE CONDITIONS, SAFETY AND DEMOLITION: .,e a
<br /> United$ia?as No +�-� a
<br /> S. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, Poslulservca o -i o U U o r a
<br /> INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE NOTE:
<br /> WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SITE PLAN f THE INFORMATION ON THIS SITE PLAN IS
<br /> WORKING HOURS. A . SCHEMATIC AND HAS BEEN DERIVED
<br /> SCALE: 1" 20'-0" `�� FROM THE SITE PLAN INFORMATION ON
<br /> 10. THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC., TO RECORD WITH KING COUNTY, AERIAL « c Rc i,E h
<br /> PHOTOGRAPHS AND SITE VISIT. z
<br /> CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS I,: co
<br /> —
<br /> NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
<br /> h:odfe8ug Spoeti - W
<br /> MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. T
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<br /> 9.;'f 5ncketellef Hdem:e .. ,7 €`. J "-'
<br /> 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, o N
<br /> METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK '-'
<br /> O ::77,74-1%
<br /> _
<br /> 12. PROVIDE TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING EXPOSED re---, _+. 1 iw- �'�DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY AND �-,-
<br /> Pars'to to
<br /> Waste Oro�-QfE 2L.T, "
<br /> t0 PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. III x
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<br /> 13. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION 0 wt `I
<br /> DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. _ _
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<br /> Sequoia ingh School Brown Benr Car Wesh \c1,17:0:1, e"
<br /> (7I x 5ix Rcafebte.rs S=..,.i o¢et...,e aY - "-:;:::: ' ijcc
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<br /> 14. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL 0 0 U\ IT #I tThn},';g"' �
<br /> DAMAGE. - Q Q 2 a) A �, M
<br /> U- r 2 ...� . i^Iurk Moru ���erett ,++"co
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<br /> CONSTRUCTION: c j (x co Ili w WALL SHEATHING o
<br /> 15. ALL SUCH PRODUCTS AND MATERIALS SHALL SE INSTALLED IN ACCORDANCE WITH THE X O X O PER STRUCT. NOTES VICINITY MAP i _.
<br /> MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY al I- al I- ® ® o t
<br /> STANDARDS AND CODE REQUIREMENTS, THE CONTRACTOR SHALL SUBMIT TO PACIFIC 2,_6„ SCALE: N.T.S. t3
<br /> ENGINEERING TECHNOLOGIES, INC., A COPY OF THE INSTALLATION INSTRUCTIONS AND RELATED N
<br /> INSTALLATION STANDARDS AND REQUIREMENTS FOR REVIEW AND APPROVAL AND THE •c z m
<br /> 1
<br /> CONTRACTOR SHALL KEEP A SET OF THESE INSTRUCTIONS ON THE SITE DURING REPAIRS /
<br /> i ASSESSOR'S No.: 01051�000l�0ro0ta
<br /> RELATING TO THAT WORK
<br /> AC 2
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<br /> 16. PROVIDE WEATHER-RESISTIVE / AIR BARRIER BEHIND WALL CLADDING IN ACCORDANCE WITH I p
<br /> IBC 1403.2 AND 2015 WASHINGTON STATE RESIDENTIAL ENERGY CODE R402 AND TABLE N N Q LEGAL DESCRIPTION.•
<br /> R402.4.1.1. WEATHER-RESISTIVE / AIR BARRIER SHALL BE CONTINUOUS AND ALL JOINTS SHALL 0 0 UN T #& w P.T. (2) 2x6 COLUMN a
<br /> BE TAPED OR SEALED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. �� = WITH P.T. (1) 2x6 KING SECTION 29 TOWNSHIP 29 RANGE 05 QUARTER NW - ROCKEFELLER "ti
<br /> i x STUD TO MATCH EXIST. CONDOMINIUM UNIT 6 TGW ASSIGNED PARKING 4 STORAGE 1GW UND 1/6 /4
<br /> II. PROVIDE FLASHINGS FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH IBC 0U ? 0 z `Q INT IN COM AREAS 4 FAGS AS DESC IN DECL REC AFN ‘V" •. � ct.
<br /> Q Q h 2006062't04SS E AMD DECL RECAFN 200606250239 4 201405260'133 ` R��
<br /> CHAPTER 14. u X 44 0 \ ' 1. M
<br /> IS. THE CONTRACTOR SHALL VERIFY AND
<br /> ALLA R ROD, SEALANG COMPONENTS NTS, AMP SELF AD ESIVE (PEEL COMPATIBLE X 0 X 0 w FLOOR ABOVE ��ILD Ii�l DATA:,� : AV i ex: 8 g
<br /> WITH EACH OTHER, I.E. SEALANTS ND BACKER ROD, E L w i-- w i- SHOWN DASHED ` o ''�
<br /> 'N' STICK) MEMBRANE, ETC. JURISDICTION: CITY OF EVERETT
<br /> / I © CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION 2015 �GrA 4
<br /> t t I �I- 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBG) te.,./i
<br /> STRUCTURAL RUCTURAL NOTES.
<br /> ES• / / SIDENTIAL 2 (UR2)
<br /> OCCUPANCY: URBAN(SING�E FAMILY RESIDENCE) V��
<br /> CODE: LOT SIZE: 5,992 SQ. FT. OR .206 ACRES
<br /> THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION AND THE 2015 INTERNATIONAL BUILDING AREA: NO CHANGE
<br /> EXISTING BUILDING CODE (IEBC).
<br /> NAILS: UNIT !
<br /> NAILING SHALL SE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 11-13 IN ICC-ES a) F � A
<br /> EVALUATION REPORT ESR-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND u� St I1�D >C ,� Z'
<br /> TOOL ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS O 0 SHEET 1 SCOPE OF WORK SUMMARY, SITE PLAN, VICINITY MAP, ASSESSOR'SfE01__
<br /> UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BENO., LEGAL DESCRIPTION, SHEET INDEX ANp NOTES
<br /> AS FOLLOWS: 0 re I- pt SHEET 2 SECTIONS AND NOTES = >'- in LU
<br /> N O Z N w SHEET 3 GROUND FLOOR SHEARWALL (ORIGINAL DRAWINGS BY STRUCTURAL f- _L LU
<br /> 10d COMMON 3" x 0.148" DIA. F - 4 DESIGN ASSOCIATES) ii Z =
<br /> ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD p N m 0 = 0 r—` O 0
<br /> SHALL SE HOT-DIPPED GALVANIZED PER ASTM AI53-CLASS D. 00 14 X1 III 0 O Q N n U z Z
<br /> E iik uu- F X I - >
<br /> IGHT GAUGE FRAMING CONNECTORS: N kli 7' u� w - O cA
<br /> NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHERco
<br /> CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED Xw 1-0 X 0 - !Jr ' �'-
<br /> BY THE SIMPSON STRONG-TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY0 0-
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<br /> OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL 0 Ilk
<br /> di
<br /> 0I I —� CD O
<br /> FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENEDF TO THE FRAINGZ LTJ 1U n t U -
<br /> MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED ORB MANUFACTURER.
<br /> 1 I I
<br /> STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: p 2 a O ct) L�U ClZ
<br /> ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD Q m DOORS GARAGEO N N U) Cl 4
<br /> GRADING RULES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM Z 1- EXIST. VINYL SIDING
<br /> GRADE: 22l_'T W TO BE TEMP. REMAIN, TYP. ��//
<br /> 1 © IY REMOVED AND - 4 W 4
<br /> SCUDS COLUMNS DOUG FIR "2 Fc = 1,350 PSI 0 REINSTALLED TO _ 2
<br /> WALL PLATES 4 SILLS DOUG-FIR "2 F1 900 PSI / W U PERFORM REPAIRS 4 .....
<br /> ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL BE IL tau
<br /> PLYWOOD. BOND CLASSIFICATION SHALL BE 'EXTERIOR' WHERE EXPOSED, SUCH AS -1 w r 1 5 _ }
<br /> EAVE AND SIDING APPLICATIONS. ALL ABUTTING PANELS SHALL HAVE 1/S" GAP. - 4 Li- —� ° 2 - w
<br /> I I i W —L.._J-
<br /> WOOD PROTECTION / TREATMENT: w 1--� - P
<br /> ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED TO THE ELEMENTS N U
<br /> SHALL BE PRESSURE-TREATED (NOTED P.T.) IN ACCORDANCE WITH AWPA STANDARD Ul.
<br /> USE THE FOLLOWING MINIMUM AWPA USE CATEGORIES: 4 Z
<br /> INTERIOR/DAMP (WOOD SILL PLATES): UC2 X � 0... ill
<br /> CUTS AND DRILL HOLES WITH A WOOD PRESERVATIVE THAT IS w 3 E
<br /> PAINT ALL SCARS, , 2 THESE�;�' �°'^!1�'����`�HAVE!NOT���" _ (�
<br /> COMPATIBLE WITH THE CHEMICALS USED FOR THE PRESSURE TREATMENT OF THE WOOD. J) co a) -'�' a
<br /> PRESERVATIVES FOR FIELD TREATMENT SHALL MEET THE REQUIREMENTS OF AWPA ci cj cj "' ``f El) THE ISSUANCE LU
<br /> STANDARD M4. OpU p p p� n A IR
<br /> O O 0 �'- T' 13 ';.� .a fit' 'f'6.1'0.tw-s e.. L.� /9NI' l'� , PIES to
<br /> EXTERIORI
<br /> WALL SHEATHING: (Y PLUMB PERM TS. RiC Y
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<br /> APPLY PLYWOOD TO MATCH EXISTING EXTERIOR WALL SHEATHING THICKNESS (3/6" MIN.) O Z O 0 PARTIAL��L �t� ELEVATION
<br /> Z ZW 0
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<br /> NAILED TO STUDS WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 4 O 4 O Q SCALE: 1/2" = 1'-0" Additional Permit Are Required LU 2 a
<br /> 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BACKED WITH 2" w For This Project To Include: 'o lU 41 it)
<br /> NOMINAL OR WIDER FRAMING. X O X p X p ct m
<br /> NOTE: EXISTING WALL SHEATHING FASTENED WITH ad NAILS, REFERENCE SHEAR WALL w I- w 1- w I- El Plumbing ❑ Sprinkler
<br /> SCHEDULE PER ORGINAL DRAWINGS ON SHEET 3. 0
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<br /> El Mechanical 0 Fire Alarm
<br /> Electrical
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<br /> ALL INFORMATION ON THIS DOCUMENT
<br /> 1
<br /> 3320 ,i /0/' 0 CITY � IS THE EXGLUSIvE PROPERTY +,
<br /> *' M /� e® 1 � �� �ry� PACIFIC ENGINEERING TECHNOLOGIES, INC.
<br /> 3/17/2020 PARTIAL SECOND�D L00 ,�1 I�� PLAN `� © COPYRIGHT 2O20 vi
<br /> 20032 WD 01.dwg
<br /> SCALE: 1/4" I 0 ® Job No. 20032.00
<br />
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