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BLD2018-1202��� of E MoyN CITY OF EDMONDS 121 5TH A VENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 e. 1 sA STATUS: ISSUED 09/14/2018 Permit #: BLD20181202 Expiration Date: 09/16 Project Address: 121 SUNSET AVE N, EDMONDS Q.va a - -- --- - Parcel No: 00434401300300 P.O. y' APPLICANT CONTRACTOR SUNSET I OOLP OAC services McBride Construction C/O Dean Strong C/O Paul Kang 224 Nickerson 121 Sunset Ave 2200 2st Ave S Suite 200 Sseattle, WA 98109 EDMONDS, WA 98026 Seattle, WA 98134 (425)210-8997 (206)605-3239 (206)283-712) LICENSE #: MCBRICRO99JZ EXP:03/25/2019 rD_KEC'a1P-Y4IN Repair existing building enclosure removing and replacing e)asting materials in kind to resolve deficiencies. Permit issued overthe counter with minimal review of approved plans. All work is subject to field inspection. VALUATION: $300,000 PERMIT TYPE: Commercial PERMIT GROUP: 04 - Altcration/Remodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: 0 X 0 FT. CODE: 2015 OTHER: ------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 1 VESTED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: BASEMENT: 0 IST FLOOR: 0 2ND FLOOR: 0 PROPOSMARFA BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 BE-DROOMS:0 BATHROOMS:O BEDROOMS:0 BATHROOMS:0 FRONT1 REQUIRED: PROPOSED: 7 J7_QUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WIL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. I APPLIG4110�OT A PERMIT UNTIL SIGNED BY THE BUILDING OFFC AL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. 40 Date Re By Date ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBC 10/ IRCI 10. = FIRE = APPLICANT = ASSESSOR = cm, 0 STATUS: ISSUED BLD20181202 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.1.20. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: • Verification of existing structural elements as described on Sheet S1.0. • Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special Inspectors. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Building Enclosure progress 0 B-Building Final BUILDING PERMIT APPLICATION Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 n . 18 9 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where the work is taking place) Job Site Address: 121 Sunset Ave Parcel: 0112031-2100-100 Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: Sunset 121 HOA (D'51R.OA4T11 Mailing Address: Same as above ;?-?7 ` City/State/Zip:INf2er� Phone #: &2'�2 ` 24 Email: Pi OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? ❑ Yes ® No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: Paul Kang Mailing Address: 2200 1 st Ave S. Ste 200 City/State/Zip: Seattle, WA 98134 Phone #: 206.605.3239 E-mail: pkang@oacsvcs.com GENERAL CONTRACTOR: (If different from applicant) General Contractor: Mailing Address: 2— 2*f������ City/State/Zip: 1 D Phone #: v • / / l� E-mail WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: CITY OF EDMONDS BUSINESS LICENSE #: M Office Use Only TYPE OF ❑ Accessory Structure/ Detached Garage ❑Addition ❑ Demolition ❑ Mechanical ❑ New Single Family / Duplex ❑ Plumbing ❑ Fire Sprinkler ❑ Remodel ❑ New Commercial/ Mixed Use ❑ Re -Roof ❑ Signs ❑ Tank ❑ Tenant Improvement in Other siding & deck Repair Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. $W04N�av3 G 01 Valuation: PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished ❑ Unfinished ❑ 1st Floor, sq ft: 2nd Floor, sq ft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: PROJECT• eW ISWAi i /fir LDO • ' h ,A .. wed{ �f .mot I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: Signature: -7/2 Date i� City of Edmonds Critical Area Notice of Decision Applicant: 'Su N jC7- 171 N0A Property Owner: SUNSE T tv AM Critical Area File #: `®I Permit Number: Site Location: I Z3 �r!l�ISGT fJVE%�l Parcel Number: 0I120-31Z106100 Project Description: U—PA12- t'X,5-7-ir4 SW1&0r/N&- E1"C-'—atwe-4r R-a Gfr&I r— K% ro tN vwow . VConditio I Waiver. No critical area report is required for the project described above. 1. here will be no alteration of a Critical Area or its required buffer. 2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or 23.80.040. 3. The proposal is exempt pursuant to ECDC 23.40.230. ❑ Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. ❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: 1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). ❑ Notice on Title. Critical area notice on title recorded under AFN 16)?IID S41I&E7 Reviewer 11 CK i .� � 141 ZO i S Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 1112912016 Al 0V.ED-4 SPECIAL INSPECTION AND TESTING AGREEMENT Ftr- 189Q Permit #: 24P ZO/f- 120 2 Project: SGchse f 121 Prior to issuance of a permit, this form must be completed in its entirety and returned to the City for approval. The completed form must have signatures of acknowledgment by all parties. DUTIES AND RESPONSIBILITIES Special Insnection Firm and Special Inspectors: The Special Inspection firm of Mayges Testing En ineers will perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): Reinforced Concrete _Bolting in Concrete Prestressed Concrete _Shotcrete _Structural Masonry _Structural Steel/Welding _High Strength Bolting _Spray applied Fireproofing. Smoke Control Systems _Lateral Wood _Structural Observation by design professional TGrading/soils Steel Floor and Roof Decks _X_Structural Verification and repairs as per structural notes on plans All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report, ttEDMSVR-DEPTFS1PlanninglSHAR£1BUILDING DIVISION FILEMSpecial Inspcc1ions\Specia1 Inspection Rcporu\Sl Struc Doues Mazda-doc9111120I S Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Design Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to ensure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on die project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions f his agree a t. Owner: �KG1 ,5raol ' Signature ? Date 1! / f Contractor. J OL�ignaturc � cao , Date: Arch./Eng:__{,lly s1 kA444.. t D ' Signature Date:�� Special Insp. Michael Dolder Signature t� Date: 9-11-2018 Special Insp. Agency NIayQ Laaj ;. a 1�naineers ACCEPTED FOR THE CITY OF EDMONDS BUILDING DIVISION B)' Date: `.EDMSVR-DEPTFS\Planning\SHARE%BUILDING DIVISION FILEMSpecial InspectionslSpesial inspection Repons\Sl Struc Doug's htazda.doc9111/2019 of E1141 SPECIAL INSPECTION AND TESTING AGREEMENT 1 T-f vd V N sJ ✓v:: FSt. 1 890 Permit Project: 5w,�ex 1 zj Prior to issuance of a permit, this form must be completed in its entirety and returned to the Cityfor approval. The completed form must have signatures of acknowledgment by all parties. DUTIES AND RESPONSIBILITIES Special Inspection Firm and Special Inspectors: The Special Inspection firm of will perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): Reinforced Concrete _Bolting in Concrete Prestressed Concrete Shotcrete Structural Masonry _Structural Steel/Welding _High Strength Bolting Spray applied Fireproofing Smoke Control Systems Lateral Wood Structural Observation by design professional Grading/soils _Steel Floor and Roof Decks _X_Structural Verification and repairs as per structural notes on plans All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report. \\EDMSVR-DEPTFS\Planning\SHARE\BUILDING DIVISION FILES\Special Inspections\Special Inspection Reports\SI Struc Doug's Mazda. doc9/l 1/2018 Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City, approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Design Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to ensure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Contractor: Arch./Eng: Special Insp. Special Insp. Agency _Signature Date _ Signature Date:. _Signature Date: Signature Date: ACCEPTED FOR THE CITY OF EDMONDS BUILDING DIVISION Date: \\EDMSVR-DEPTFS\Planning\SHARE\BUILDING DIVISION FILES\Special Inspections\Special Inspection Reports\SI Struc Doug's Mazda.doc9/11/2018 121 SUNSET CONDOMINUM OWNERS ASSOCIATION C/O DEAN STRONG, PRESIDENT 123 SUNSET AvE N, UNIT A, EDMONDS, WA 98020 425-210-8997 • D.STRONG@FRONTIER.COM September 10, 2018 Paul Kang, Senior Architect OAC Services, Inc. 2200 1st Avenue South, Suite 200 Seattle, WA 98134 Re: Owners Representative & Construction Valuation Dear Paul, This letter is to authorize OAC as owners' representative for the City of Edmonds permit process for repairs to the 121 Sunset Condominiums located at 121, 123 and 125 Sunset Avenue North. The repair cost is less than 5% of the valuation of the building. Repair costs are based on the latest construction estimates of approximately $300,000, and the value the property is based on county tax records, recent sales, and on-line real estate valuation web sites of approximately $7.8 million. Please don't hesitate to contact me if you need further information. Best Regards, Dean Strong HOA President RE EVE DEVELONMENT SERVICES COUNTER SUNSET 121 CONDOMINIUMS EXTERIOR REPAIR 121 SUNSET AVENUE, EDMONDS, WA 98 LEGAL DESCRIPTION PROJECT PHOTOGRAPH PROJECT INFORMATION T SECTION 23 TOWNSHIP 27 RANGE 03 QUARTER BE SUNSET 121 CONDO •�3.. x SITE ADDRESS 121 SUNSET AVE PARCEL NO. 0112031-2100-100 - k °rx >s �nN� �: f EDMONDS WA 98 a OWNER / CLIENT SUNSET 121 CONDO HOA O I 121 SUNSET AVE EDMONDS, WA 98 z CODE INFORMATION�_�_� , ORIGINAL PERMIT: 2006 INTERNATIONAL BUILDING CODE CURRENT CODE: 2015 IBC & 2015INTERNATIONAL EXISTING BUILDING CODE t OCCUPANCY TYPE: R-3 STRUCTURAL ENGINEER /ARCHITECT N I ., h I c -- -� CONSTRUCTION TYPE: TYPE V-B ' - , , - OAC SERVICES, INC. 2200 1 ST AVENUE S. #200 j Q •r - ` ") �•' SEATTLE, WA98134 PHONE: 206-2854300 w Q l - a • - FAX: 206-285-4371 _ w W (J, � Cn v( Z z �Z z � " 0 U) LU 0 0 a o a 0 0 a 0 o E ma o So o�q SITE PLAN �Z SCALE: 1"= 20' ABBREVIATIONS SHEET INDEX a 3 n m m � mmo AFF ABOVE FINISH FLOOR HC HANDICAPPED TYP TYPICAL xn: ra �4„rngtO "" ALT ALTERNATE INSUL INSULATION UNO UNLESS NOTED OTHERWISE av= o n N@:IAI' Ra,+mad APPROX APPROXIMATE(LY) INT INTERIOR W/ WITH , 200'= SS " �. 41 0 FR SS BLDG BUILDING LF LINEAR FEET WP WATERPROOFING R=2+ BTWN BETWEEN MAX MAXIMUM WRB WEATHER RESISTIVE BARRIER OUT SS NUT- I WATER MARK CL CENTERLINE MIN MINIMUM CLG CEILING MTL METAL m ry 3T„^e y SS ,• ¢04¢'37. _ HEI RgcTn IGLE= o---_ C=iS.B CLR CLEAR NIC NOT IN CONTRACT B=1 3o,)SKE Ngp,g32e y CONIC CONCRETE NTS NOT TO SCALE 74 �2 N3gg4'4s•E - onc. OC ON CENTER CONT CONTINUOUS ` Asph It O.o OF OVERFLOW DIA(0) DIAMETER OH OVERHANG(HEAD) DS DOWNSPOUT uiltlng pt T _ OPP OPPOSITE i0; ,;' Jar f Roof EI. 50.a6 - Ed9e= DWG(S) DRAWINGS PPT PRESERVATIVE PRESSURE -TREATED d' , m otal re EQ EQUAL QUANT QUANTITY (E) EXISTING EA EACH REQ'D REQUIRED SHEET TITLE smeaeat SIM AO.0 PROJECT INFORMATION • AO.1 GENERAL NOTES / SOR SUMMARY • AO.2 BUILDING ENCLOSURE NOTES • A2.1 FIRST FLOOR PLAN • A2.2 SECOND FLOOR PLAN • A3.1 BUILDING ELEVATIONS • A3.2 BUILDING ELEVATIONS • A3.3 WEST ELEVATION CRACKS • BE3.0 BUILDING ENCLOSURE DETAILS • S1.0 GENERAL STRUCTURAL NOTES & DETAIL • N N N N 3 DID. 3 GS N 3 Nm ««3 PROJECT INFORMATION scl,NNED Lot 2 �: EXT EXTERIOR SAFF SELF-ADHESIVE F EX FLASHIN io �N 9. N;z Qm w W-0/ W �Z FEC FIRE EXTINGUISHER CABINET SF SQUAREFEET Toy �/�5,��'GT'OI�S •�3' m m z CL p FA FLUID APPLIED SIM SIMILAR b ALL WORK SUBJECT 0 O — !d'� J - HB HOSEBIB SGD SLIDING GLASS DOOR SAP. S �• TO FIELD O— m Off 0)o w J "j ;;� Q_ Lot 0'28.% HW HOT WATER SL SLOPED) INSPECTION FOR O_OD f tY:� O- CID GWB GYPSUM WALLBOARD SM SHEET METAL CODE COMPLIANCE mSST iT be&ei House 1. HORIZ HORIZONTAL STAINLESS STEEL PERMIT SET 2018-08-31 C D=25,5' DECK SYMBOLS VICINITY MAP SCOPE OF REPAIR DESCRIPTION, <17 •' 3 concrete [i e ay -, DETAIL TITLE TITLE 1 DIMENSIONAL �..��. EDMONDS FERRY DOCK .�.n�.�. REPAIR EXISTING BUILDING ENCLOSURE REMOVING AND REPLACING EXISTING MATERIALS IN -KIND AS REQUIRED TO RESOLVE CONSTRUCTION DEFICIENCIES. REFER TO DETAILED WRITTEN REPAIR SCOPE ON SHEET A0.1.1. ss3t9, pen IP ' YN 3 BLOCK SCALE LUMBER RAILRO hM~ PUGETSOUND EDMONDS CITY FDEPARTMENT s G `Q�NAL 7• ,�,� _ p BUILDING u iedsn be"Rlarka 904'18 E ao ° .. ' 16 sl0ewa' ,, Rebur &cap: T+-_ia .� T-" LS 581. tt>p1 GRID LINE & GRID' CONCRETE ADDRESS i E a a, _ Ku " "µµISE ape : No Watef NO StorM / ,.. TAG a. SITE ,= _I-.m.�..,.�-..,. OWNER City of Edmonds Building Department � c°PVRlcxt®w,e°ncsERVGEs Nc THESE°°CxMENTG, THE IGFASANG°ESGNB NG°RPORATEG HENEINA MINSTRxMENTTOFSERNCEA9 EPROPER OF r� 1 \ 1 APPROVED DATE: BLDG. OFFICIAL: ED �Jid�A o FERNGEF NG ENm °eE"a P,w �s RARrwrtHourwRlTTEx AMTxawunaxaF oncsERNCEs,iNc. DESIGN MD, PK ro DETAIL CALL OUT l .00\�� WOOD TRIM HWY 104 1 1 � 5t1L its®V tl P-E1�R�M9-@- 609L9ii(IBEFi -.N 2904'18" E 420.4 ' (420 Plot) `-;- DRAWN PC CHECK MD, PK SUNSET AVE N (FOR REFERENCE ONLY: DRAWING BY BRIAN CORBETT ARCHITECT, DATED 5-30-2008) DETAIL CALL OUT A1.00 SEALANT WITH BACKER ROD THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL Za JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGHT 64.55.090. A-Or0 211 m copy I� � 2ND AVE S 2ND AVE N �tF' 1 J_ 201B DEVELOPMENT SEPVIIEI OAC PROJ. No. 12018137.01 COUNTER GENERAL REPAIR NOTES GENERAL 1. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE & 2015 INTERNATIONAL EXISTING BUILDING CODE AND AS AMENDED BY ANY LOCAL BUILDING CODE OR ORDINANCES, INCLUDING ENERGY AND ACCESSIBILITY CODE REQUIREMENTS. 2. THE OWNER WILL OBTAIN THE GENERAL BUILDING PERMIT. ALL OTHER REQUIRED PERMITS ARE THE RESPONSIBILITY OF THE THE GENERAL CONTRACTOR. PROVIDE A LINE ITEM COST FOR ESTIMATED PERMITTING FEES. 3. CONSULT WITH ARCHITECT AND OWNER REGARDING ANY SUSPECTED ERRORS, OMISSIONS, OR CHANGES ON PLANS BEFORE PROCEEDING WITH THE WORK. 4. DO NOT SCALE DIMENSIONS FROM DRAWINGS. VERIFY ALL DIMENSIONS, DATUM, AND LEVELNESS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES, PRACTICES, AND PROCESSES THAT ARE STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY QUALITY STANDARDS. THE ARCHITECT DOES NOT SPECIFY OR ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS AND MEANS OF CONSTRUCTION. 6. THE CONTRACTOR SHALL CHECK AND VERIFY CONTRACT DOCUMENTS AND FIELD CONDITIONS FOR ACCURACY AND CONFIRM THAT THE WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 7. CONTRACTOR SHALL NOTE THAT NOT ALL MISCELLANEOUS ITEMS OF CUTTING, PATCHING OR FITTING ARE INDIVIDUALLY DESCRIBED OR NOTED HEREIN. NO SPECIFIC DESCRIPTION OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY ACCOMMODATE THE SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR FROM RESPONSIBILITY TO PERFORM SUCH WORK AS REQUIRED. 8. IN PERFORMING WORK PRESCRIBED IN THE DRAWINGS HEREIN, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ALL EXISTING CONSTRUCTION DISTURBED, ITEMS RELOCATED, DAMAGED OR ALTERED, AND INTEGRATE ALL NEW CONSTRUCTION WITH EXISTING, AS REQUIRED TO HIDE ALL EVIDENCE OF WORK AND TO REFINISH THIS CONSTRUCTION TO MATCH EXISTING FINISH AND APPEARANCE. 9. DURING THE CONSTRUCTION, DO NOT DISTURB THE INTERIOR CEILING FINISHES CONTAINING THE HAZARDOUS MATERIAL. GC IS RESPONSIBLE FOR HIRING A QUALIFIED FIRM FOR TESTING, MONITORING AND CLEANING IF DISTURBED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND COSTS ASSOCIATED WITH WORK TO BE PERFORMED AS DESCRIBED IN THE SCOPE OF WORK AND DRAWINGS TITLED "ISSUED FOR CONSTRUCTION". 11. THESE GENERAL NOTES AND DRAWINGS APPLY ONLY TO THAT PORTION OF THE BUILDING/PROJECT IN WHICH WORK DESCRIBED IN THESE DOCUMENTS IS SCHEDULED TO BE PERFORMED. THE ARCHITECT SHALL ASSUME OR ACCEPT NO LIABILITY FOR WORK IN AREAS WHERE NO WORK IS SCHEDULED TO BE PERFORMED. 12. EXISTING MATERIALS ARE NOTED AS SUCH, ALL MATERIALS NOT NOTED AS EXISTING ARE NEW UNLESS OTHERWISE NOTED. 13. TEMPORARY POWER: THE CONTRACTOR CAN UTILIZE BUILDING OUTLETS ONLY IF PRIOR APPROVAL IS GIVEN BY THE OWNER AND ONLY IN HIGH NEED AND SHORT DURATIONS. THE CONTRACTOR IS TO ASSUME ALL POWER NEEDS WOULD COME FROM GENERATORS. 14. STAGING: STAGING OF DUMPSTERS TO BE ON THE STREET AND NOT ON ANY SOFTSCAPES OR RESIDENCE PARKING SPACES. THE CONTRACTOR WILL BE RESPONSIBLE IN PROVIDING LOCATIONS OF DUMPSTERS PRIOR TO COMMENCING CONSTRUCTION FOR OWNER'S APPROVAL. 15. FOR BIDDING PURPOSES ASSUME THAT A JOB TRAILER WILL BE REQUIRED. 16. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE SECURITY OF TOOLS, MACHINERY AND SIMILAR. AN AREA ACCEPTABLE TO THE OWNER AND THE CONTRACTOR WILL BE DETERMINED PRIOR TO COMMENCING CONSTRUCTION. 17. CONTRACTOR SHALL MAINTAIN A CLEAN PROJECT SITE. CONSTRUCTION MATERIALS SHALL BE STORED IN AN ORDERLY MANNER AND ALL DEBRIS, GARBAGE ETC. SHALL BE PICKED UP REGULARLY AND ALWAYS AT THE END OF EACH WORK DAY. SCOPE OF REPAIR SUMMARY REFER TO BUILDING ENCLOSURE NOTES FOR RECOMMENDED PRODUCTS, SEE ATTACHED SHEET. SUBMIT PRODUCT DATA, SHOP 5 COURTYARD WATERPROOFING DRAWINGS AND RELATED ITEMS FOR REVIEW AND APPROVAL. 5.1 DRAINS 1 LOW SLOPE ROOF ASSEMBLY ADJACENT TO DRAINS AT SIXTEEN (16) LOCATIONS, REMOVE CONCRETE PAVERS, INSTALL TPO SPLASH BLOCKS UNDER DOWNSPOUT OPENINGS AND RE -INSTALL PAVERS ON PEDESTALS. 1.1 FLASHING FASTENING 5.2 COURTYARD TPO TRANSITION AT WEST WALL OF BUILDING • WHERE THERE IS MISSING SEALANT AT THE SHROUD, SEALANT SHOULD BE INSTALLED. • THIS WORK IS TO BE PERFORMED AT FOUR (4) LOCATIONS AT THE WEST END BETWEEN BUILDINGS A AND B AND B AND C. 1.2 EXHAUST VENT DUCTS • REMOVE AND STORE PAVERS TO PERFORM WORK. • ASSUME 33 EXHAUST VENT DUCTS TO BE WORKED ON. • REMOVE AND DISPOSE OF FIBER CEMENT BOARD SIDING EACH SIDE OF OUTSIDE CORNER AT BASE OF WALL TO ACCESS MEMBRANE UPTURN • WHERE FLASHING TAPE HAS BEEN INSTALLED BETWEEN THE VENT PIPES AND THE TOP OF THE TPO (ROOF MEMBRANE) SPLIT PIPE BOOT, WE WHERE CONCRETE DECK CURB MEETS BUILDING WALL. RECOMMEND THE TAPE BE CUT ALONG THE TOP EDGE OF THE BOOT, SEALING THE TOP OF THE BOOT TO THE DUCT AND BANDED WITH STAINLESS STEEL. • REPAIR CUT IN TPO MEMBRANE AT ONE LOCATION AT NW CORNER BUILDING A. • REMOVE AND REINSTALL COUNTERFLASHING SHROUDS WITH SEALANT, AS REQUIRED, TO PERFORM WORK. • INSTALL NEW FLASHING BOOT OVER TRANSITION BETWEEN MEMBRANE KERF INTO DECK CURB AND MEMBRANE UPTURN AT EXTERIOR WALL SEALING VERTICAL EDGES. • AT UNIS 123B AND 125B, ASSUME 4 SF OF GWB TO BE REMOVED AND REPLACED, TAPED, TEXTURED, PRIMED AND PAINTED TO MATCH EXISTING FINISHES. THE CEILING AREA TO BE REPAINTED AT EACH UNIT BATHROOM IS APPROXIMATELY 72 SF. REPAIR EXISTING WRB AS REQUIRED, INSTALL NEW % INCH PRESSURE TREATED BATTENS AND NEW FIBER CEMENT BOARD SIDING WITH ALUMINUM REVEALS. 2 FIBER CEMENT PANEL SIDING • PRIME AND PAINT FIBER CEMENT BOARD SIDING WITH TWO FINISH COATS. 2.1 FLASHING AT BALCONY DRAINS • RE -INSTALL PEDESTAL PAVERS. • WORK INVOLVES OUTSIDE FACE OF TEN (10) FIBER CEMENT BOARD BALCONY FASCIA/PARTIAL HEIGHT WALLS. . 5.3 ABRADED TPO MEMBRANE WEST DECKS OF BUILDINGS A, B & C • ASSUME TWO (2) LOCATIONS WILL NEED TO BE REPAIRED. • FOR ESTIMATING PURPOSES, ASSUME 648 SF OF FIBER CEMENT BOARD SIDING TO BE REMOVED FROM OUTSIDE FACE OF PARTIAL HEIGHT DECK WALLS/FASCIA AT THREE (3) WEST DECKS ENCOMPASSING NORTH, SOUTH AND WEST ELEVATIONS. • REMOVE PEDESTAL PAVERS, SAND SET PAVERS AND CEMENT BLOCK RETAINING BLOCKS AS REQUIRED TO ACCESS AREA OF WORK AT NE CORNER. • REMOVE AND STORE FOR RE -USE EXISTING GUARDRAILS AND METAL COPING FLASHING ALONG AREA OF WORK. • WELD IN TPO PATCH TO EXISTING MEMBRANE. • REMOVE AND DISPOSE OF EXISTING FIBER CEMENT BOARD SIDING AND BATTENS ON DECK/SOFFIT WALL. RETAIN ALUMINUM REVEALS FOR RE -USE. • REPLACE RETAINING BLOCK, PEDESTAL PAVERS AND SAND SET PAVERS. REMOVE AND DISPOSE OF EXISTING TWO (2) LAYERS BUILDING PAPER ON OUTSIDE FACE OF DECK WALLS/FASCIA. LEAVE 2-FEET EXISTING BUILDING 5.4 MEMBRANE TERMINATION AT SLAB EDGE PAPER IN PLACE AT ENDS OF DECK/FASCIA WHERE THEY MEET EXTERIOR WALL TO INTEGRATE NEW BUILDING PAPER WITH EXISTING. • THIS WORK OCCURS AT TWO LOCATIONS ON THE EAST ELEVATION BETWEEN BUILDINGS A AND B AND B AND C. • AT THREE (3) DECK WALLS/FASCIA WITH DRAINS, CUT BACK BUILDING PAPER AT/BELOW DRAIN DOWN TO SOFFIT TO INSPECT OSB SHEATHING AND REPLACE SHEATHING AS REQUIRED. ASSUME 4 SF OSB SHEATHING TO BE REPLACED AT THREE (3) LOCATIONS BELOW DRAINS. • REMOVE AND DISPOSE OF BOTTOM COURSE FIBER CEMENT PANEL SIDING EACH SIDE OF AREA OF WORK FROM EXTERIOR WALLS AS REQUIRED TO PERFORM WORK. • WELD TPO FLANGE TO EXISTING TPO DRAIN PIPE AND INSTALL TWO LAYERS NEW BUILDING PAPER LAPPING WITH TPO FLANGE, SOFFIT FLASHING AND INTEGRATING WITH COPING FLASHING TO SHED WATER. • WATER TEST MEMBRANES BETWEEN BUILDINGS PRIOR TO RE -INSTALLING PAVERS AND INSTALLING FIBER CEMENT BOARD PANELS. • INSTALL 162 LF X 8-INCH TALL NEW STAINLESS STEEL SOFFIT DRIP FLASHING CONTINUOUS ALONG BOTTOM OF DECK WALLS SLIDING UP UNDER • WHEN WORK IS COMPLETE, INSTALL NEW FIBER CEMENT BOARD PANEL SIDING AND PRIME AND PAINT WITH TWO FINISH COATS TO MATCH EXISTING. EXISTING BUILDING PAPER. BOTTOM EDGE OF DRIP FLASHING TO EXTEND 1-INCH BELOW BOTTOM EDGE OF EXISTING PAINTED WOOD TRIM ALONG 5.5 MEMBRANE DOWNTURN AT SLAB EDGE SOFFIT EDGE. • REMOVE SAND SET PAVERS, SOIL RETAINING MASONRY BLOCKS AND SOIL AS REQUIRED TO EXPOSE TPO MEMBRANE DOWNTURN OVER BELOW INSTALL 645 SF OF TWO LAYERS 60 MINUTE GRADE D BUILDING PAPER OVER EXISTING SHEATHING LAPPING OVER SOFFIT DRIP FLASHING. GRADE WATERPROOFING FOR TOTAL WIDTH OF TPO MEMBRANE. THE MEMBRANE DOWNTURN WORK IS APPROXIMATELY 40 LF. • INSTALL 162 LF NEW HIGH TEMP SAFF (SELF -ADHERED FLEXIBLE FLASHING) OVER TOP OF DECK WALL TO COUNTERFLASH BUILDING PAPER. • CUT BACK EXISTING DRAIN MAT TO EXPOSE ALL OF TPO MEMBRANE DOWNTURN AND SEAL TPO MEMBRANE TO BELOW GRADE WATERPROOFING • INSTALL NEW FIBER CEMENT BOARD SIDING OVER PRESSURE TREATED 1/2 INCH BATTENS AND RE -INSTALL EXISTING ALUMINUM REVEALS. WITH A WATER BLOCK MASTIC. • PRIME AND PAINT FIBER CEMENT BOARD SIDING TO MATCH EXISTING. • PIN BOTTOM EDGE OF TPO DOWNTURN TO BELOW GRADE WATERPROOFING AND CONCRETE WALL WITH TERMINATION BAR SEALING TERMINATION BAR WITH MASTIC ALONG TOP EDGE AND AT FASTENERS. • REINSTALL EXISTING GUARDRAILS AND METAL COPING CAP SHIMMING AND SLOPING COPING TO DRAIN. • ADD A NEW PIECE OF DRAIN MAT ALONG FRONT OF TPO DOWNTURN:.. EAST DECK, BUILDING A • WHERE SPRINKLER LINES EXIST AT DOWNTURN, REPAIR EXISTING MEMBRANE PREPARING PER MANUFACTURER SPECIFICATIONS AND PATCHING IN • FOR ESTIMATING PURPOSES, ASSUME 32 SF OF FIBER CEMENT BOARD SIDING TO BE REMOVED AT THE OUTSIDE SOUTH ELEVATION OF (1) EAST NEW MEMBRANE. INSTALL SACRIFICIAL PIECE OF MEMBRANE BETWEEN DECK MEMBRANE AND SPRINKLER LINES PRIOR TO RE -INSTALLING PAVER DECK, BUILDING A. MATERIALS. -- • REMOVE AND STORE FOR RE -USE EXISTING GUARDRAILS AND METAL COPING FLASHING ALONG AREA OF WORK (8 LF). • BACK FILL AND REINSTALL RETAINING BLOCKS, SAND SET PAVERS AND PEDESTAL PAVERS. • REMOVE AND DISPOSE OF FIBER CEMENT BOARD AND BATTENS IN AREA OF WORK ON OUTSIDE FACE OF PARTIAL HEIGHT DECK WALL. 5.6 MEMBRANE REPAIR AT TRANSITIONS • CUT BACK EXISTING BUILDING PAPER AROUND DRAIN OUTLET AND VERIFY CONDITION OF EXISTING SHEATHING. ASSUME 4 SF OF OSB SHEATHING • ASSUME REPAIR IS REQUIRED AT (4) LOCATIONS. TO BE REPLACED. REMOVE PAVERS AND STORE FOR RE -USE. • WELD TPO FLANGE TO EXISTING TPO DRAIN PIPE AND INSTALL TWO LAYERS NEW BUILDING PAPER LAPPING WITH TPO FLANGE, SOFFIT FLASHING, EXISTING BUILDING PAPER TO SHED WATER. WHERE MEMBRANE HAS BEEN CUT OR TORN AT UPTURN AGAINST BUILDING, PREPARE PER MANUFACTURER SPECIFICATIONS AND PATCH IN NEW MEMBRANE. ASSUME SLICE OR TEAR TO BE BETWEEN 2-4 INCHES IN LENGTH. ' • INSTALL 8 LF OF NEW HIGH TEMP SAFF (SELF -ADHERED FLEXIBLE FLASHING) OVER TOP OF DECK WALL TO COUNTERFLASH BUILDING PAPER. • AT VERTICAL EDGE OF MEMBRANE WHERE MEMBRANE IS NOT SEALED TO CONCRETE CURB, SET MEMBRANE IN CONTINUOUS SEALANT AND PINTO • INSTALL NEW FIBER CEMENT BOARD SIDING OVER PRESSURE TREATED 1/2 INCH BATTENS. CURB WITH TERMINATION BAR SEALING EDGE OF TERMINATION BAR TO CURB WITH SEALANT. • PRIME AND PAINT FIBER CEMENT BOARD SIDING TO MATCH EXISTING. • RE -INSTALL EXISTING PAVERS. • REINSTALL EXISTING GUARDRAILS AND METAL COPING CAP SHIMMING AND SLOPING COPING TO DRAIN. 5.7 FINISH REPAIR IN ELEVATOR LOBBY 2.2 DAMAGED WRB AROUND BALCONY DRAINS • IN THE ELEVATOR LOBBY BELOW BUILDING B AT THE GARAGE LEVEL PERFORM THE FOLLOWING REPAIRS TO EXISTING FINISHES. • ANY DAMAGED WRB AND SHEATHING BELOW THE DRAIN TUBE CAN BE REPAIRED WHEN THE DRAIN PIPE COUNTERFLASHING FLANGE IS ADDED. FOR • REMOVE AND DISPOSE OF WATER DAMAGED VINYL FACED INSULATION PINNED TO UNDERSIDE OF SLAB, CEILING TILES, GWB AND PAINTED WOOD ESTIMATING PURPOSES, ASSUME 4SF OF WRB. BASE TRIM. • ASSUME 4 SF INSULATION AND CEILING TILES, 28 SF GWB AND 8 LF BASE TRIM. 2.3 DAMAGED SHEATHING AROUND BALCONY DRAINS • REMOVE EXISTING CEILING GRID AS REQUIRED TO INSTALL NEW GWB ON WEST AND NORTH WALLS. • ANY DAMAGED SHEATHING CAN BE REPAIRED WHEN THE DRAIN IS PROPERLY COUNTER FLASHED. ASSUME 4 SF OF OUTER LAYER OSB SHEATHING , INSTALL NEW EXTERIOR GWB ON WEST AND NORTH WALLS, MUD TAPE AND FINISH TO MATCH EXISTING. TO BE REPLACED AT DECK WALLS. • INSTALL NEW VINYL FACED FIBERGLASS INSULATION BATS PINNING TO UNDERSIDE OF SLAB ABOVE CEILING GRID. 2.4 WATER STAINING ON SOFFIT MATERIALS PRIME NEW GWB AND PAINT NEW AND EXISTING GWB TO NEAREST PLANE BREAK WITH (2) FINISH COATS. • FOR ESTIMATING PURPOSES, ASSUME SIX (6) SOFFIT LOCATIONS OF APPROXIMATELY 35 SF AT EACH LOCATION. RE -INSTALL CEILING GRID AND INSTALL NEW CEILING TILES. • WIPE DOWN AFFECTED SOFFIT AREAS WITH AN ANTIMICROBIAL OR BLEACH SOLUTION, PAINT SOFFIT PANELS WITH A STAIN BLOCKER AND PAINT INSTALL NEW PRIMED BASE TRIM PAINTED WITH (2) FINISH COATS TO MATCH EXISTING. WITH TWO COATS FINISH PAINT TO MATCH EXISTING. 6 EXPOSED CONCRETE FOUNDATION 3 WOOD PLANKS IN OPEN JOINT INSTALLATION 6.1 WALL CRACKING 3.1 TRANSITION FLASHING • FOR THIS WORK, ASSUME SEVEN (7) VERTICAUDIAGONAL CRACKS, EACH CRACK TWELVE FEET IN LENGTH TO BE TREATED. • REMOVE EXISTING STAINED/PAINTED WOOD PLANK CLADDING AND STORE FOR RE -USE. APPROXIMATELY 1,000 SF OF HORIZONTAL WOOD PLANK SIDING IS TO BE REMOVED AND RE -INSTALLED. • ROUTE LARGE CRACKS AND FILL ON THE WEATHER SIDE WITH SEALANT FOR LENGTH OF CRACK. NOTE THAT CRACKS MUST BE SEALED OVER TOP OF CONCRETE WALL/CURB AND DOWN INSIDE FACE TO TOP OF DECK MEMBRANE TERMINATION. • REMOVE AND DISPOSE OF (1) LAYER BUILDING PAPER OVER TREATED WOOD FURRING STRIPS. • PREP AND PAINT ENTIRE WEST CONCRETE WALL WITH TNEMEC ENVIROCRETE • INSTALL NEW BLACK VAPROSHIELD "REVEAL SHIELD" OVER EXISTING FURRING AND SECURE WITH STAINLESS STEEL STAPLES. 7 FIRE SUPRESSION HEADS AND DOWN LIGHTING • INSTALL PRE -FINISHED Z-FLASHING WITH DRIP EDGE OVER HORIZONTAL WOOD TRIM AT BOTTOM OF PLANKCLADDING AND ABOVE CEMENT BOARD CLADDING, ANCHOR TO BATTENS AND TUCK UNDER REVEAL SHIELD. ASSUME 100 LF Z-FLASHING TO BE INSTALLED. 7.1 WEST ELEVATION OF BUILDINGS • REINSTALL EXISTING HORIZONTAL WOOD PLANK CLADDING NAILING WITH APPROPRIATE HOT DIPPED GALVANIZED FASTENERS. • REPLACE EXISTING FIRE SUPPRESSION HEADS/ESCUTCHEONS THAT ARE RUSTED WITH STAINLESS STEEL HEADS. THERE ARE FIFTEEN (15) FIRE SUPPRESSION HEADS/ESCUTCHEONS NEEDING REPLACEMENT ON THE WEST ELEVATION. 4 EXTERIOR DOORS • REPLACE EXISTING PRE -FINISHED DOWN -LIGHT ESCUTCHEONS AND BAFFLES WITH NEW STAINLESS STEEL ESCUTCHEONS AND BAFFLES. THERE 4.1 VINYL SLIDING GLASS DOOR- DWELLING UNIT 125B ARE TWENTY-THREE (23) LIGHTS TOTAL NEEDING ESCUTCHEONS AND BAFFLES ON THE WEST ELEVATION. e REPLACE ASTRAGAL ON INTERLOCK SIDE OF OUTSIDE OPERABLE LEAF. 8 WOOD FRAMED RAILING WALLS AT DECKS b&P 1 1 ZOI,i • INSTALL CONTINUOUS SEALANT BETWEEN BACK FOR SGD SILL FRAME AND SILL PAN BACK DAM. 8.1 STRENGTHENING DEVELOPMENT SERVICES STRENGTHEN EXISTING WOOD FRAMED DECK WALLS / CURBS PER STRUCTURAL DETAIL 1/BE3.0 AND COORDINATE WORK WITH SECTION 2 COUNTER O 0 Z O U r N r Lu �W/ V) W uj Z = O U ``� V^J � W o 0 0 o a o E �c one <ay >a a3 a 3 `O 3 o w 3 o m � GENERAL NOTESISCOPE OF REPAIR SUMMARY PERMIT SET 2018-08-31 DESIGN DKB DRAWN PK CHECK DKB A0.1 OAC PROJ. No. 1 2018137.01 BUILDING ENCLOSURE NOTES A. WEATHER RESISTIVE BARRIER (WRB) 1. AT LIMITED AREAS, A LAYER OF PROPRIETARY SPUN -BONDED POLYPROPYLENE WALL FABRIC WRB AT THE EXISTING OPEN JOINT WOOD PLANKS CLADDING. LAP TO THE EXISTING WRB IN SHINGLE FASHION. 2. ACCEPTABLE PRODUCTS INCLUDE: a. BLACK REVEAL SHIELD by VAPROSHIELD B. BUILDING PAPER 1. PROVIDE TWO -LAYERS OF UNLESS NOTED OTHERWISE. LAP TO THE EXISTING BUILDING PAPER IN SHINGLE FASHION. 2. ACCEPTABLE PRODUCTS INCLUDE: a. 60 MIN SUPER JUMBO TEX GRADE-D BUILDING PAPER by FORTIFIBER C. EXTERIOR SHEATHING 1. EXTERIOR GYPSUM TYPE'X' (MATCH EXISTING) AT ALL EXTERIOR LOCATIONS. 2. EXTERIOR GRADE OSB (MATCH EXISTING) AT ALL EXTERIOR LOCATIONS. D. FIBER CEMENT BOARD CLADDING 1. EXTERIOR FIBER CEMENT BOARD CLADDING (MATCH EXISTING) OVER TREATED FURRED STRIP OVER WEATHER RESISTIVE BARRIER. 2. ACCEPTABLE PRODUCTS INCLUDE: a. JAMES HARDIE E. ALUMINUM TRIMS FOR FIBER CEMENT BOARD CLADDING 1. PROVIDE SIDING MANUFACTURER APPROVED ALUMINUM TRIMS AT JOINTS, EDGES AND TRANSITIONS (MATCH EXISTING) AT ALL EXTERIOR LOCATIONS. F. EXPOSED METAL FLASHINGS 1. FOR WINDOW AND DOOR HEAD, BOTTOM OF WALL, DECK EDGE, COPING FLASHING AND OTHER EXPOSED METAL FLASHINGS. HEAD FLASHINGS AND SIMILAR TO HAVE END DAMS. 2. PROVIDE 24 GAUGE PRE -FINISHED SHEET METAL FLASHINGS WITH "KYNAR 500" COATING OR AS SELECTED BY THE OWNER. D. NON -EXPOSED METAL FLASHINGS 1. FOR SADDLES, BOOTS, AND OTHER NON -EXPOSED METAL FLASHINGS. 2. PROVIDE 24 GAUGE FULLY -SOLDERED SHEET METAL, STAINLESS STEEL OR HOT DIPPED GALVANIZED G-90. E. ADHESIVE FLASHING 1. INSTALL GRACE VYCOR PLUS FOR AREAS NOT REQUIRING HIGH TEMPERATURE FLEXIBLE FLASHINGS. 2. INSTALL GRACE ULTRA HT OR APPROVED AT LOCATIONS CALLING FOR HIGH TEMPERATURE FLEXIBLE FLASHINGS. 3. APPLY PRIMER UNDER ALL APPLICATIONS AND INSTALL WITH A ROLLER. F. SEALANT JOINTS IN EXTERIOR CLADDING 1. SILICONE SEALANT WITH CLOSED -CELL NON-GASING BACKER ROD. (NON-PAINTABLE) • PRIMER ON VINYL SURFACE a. ACCEPTABLE PRODUCTS INCLUDE: • DOW 795 (NON-PAINTABLE) @ WINDOW -TO -TRIM 2. HYBRID SEALANT WITH CLOSED -CELL NON-GASING BACKER ROD (PAINTABLE). a. ACCEPTABLE PRODUCTS INCLUDE: • SIKA SIKAFLEX-la (URETHANE) • BOSTIK CHEM-CALK 2000. • MASTERSEAL150 * ALL URETHANE SEALANT JOINTS TO BE PAINTED. G. SEALANT JOINTS OR BEDS CONTACTING WRB OR PENETRATION FLASHINGS 1. ELASTOMERIC SEALANT. 2. ACCEPTABLE PRODUCTS INCLUDE: a. DOW 758 WEATHER BARRIER SEALANT. b. OR AS RECOMMENDED BY THE WRB I PENETRATION FLASHING MANUFACTURER. H. COURTYARD WATERPROOFING REPAIR QUALITY 1. REPAIR EXISTING TPO MEMBRANE IN COURTYARDS AS INDICATED ON THE DRAWINGS. 2. CONDUCT A WATER FLOOD TESTING. 1. SEALANT PULL TESTS 1. CONDUCT SEALANT PULL TESTS TO VERIFY ADHESION. 2. ARRANGE FOR SEALANT MANUFACTURER TO PERFORM TESTS. 3. CONDUCT PERIODIC PULL TESTS THROUGHOUT THE COURSE OF CONSTRUCTION, MINIMUM OF 3 TESTS, PER SEALANT TYPE. 4. COORDINATE WITH SEALANT MANUFACTURER REGARDING SURFACE PREPARATION AND PRIMING REQUIREMENTS. J. PAINT 1. PROVIDE FULL RE -PAINT AFTER THE CONSTRUCTION ON ENTIRE WALL PLANE AND DECKS. COLOR APPROVED BY THE ARCHITECT OR OWNER. K. LOW SLOPE ROOF MEMBRANE 1. PATCH AND REPAIR EXISTING ROOF MEMBRANE AS REQUIRED 2. ACCEPTABLE PRODUCT INCLUDE: a. GAF EVERGUARD TP0 60-MIL b. VERIFY COMPATIBILITY WITH SELF -ADHERED FLEXIBLE FLASHING AND SEALANTS RFEM7zn�n :, P 1 1 2013 DEVELOPMENT SERVICES COON"rER 0 z 0 0 r N Lu � Q 'L'L^J F vJ LU U 0 z = O M `^�) �/LU 0 0 0 0 0 0 0 0 0 o E m> one >Q a3 w 3 1O 3 BUILDING ENCLOSURE NOTES PERMIT SET 2018-08-31 38319 TONAL �G DESIGN PK DRAWN PK CHECK PK A0.2 OAC PROD. No. 2018137.01 AT COURTYARDS, REPAIR TPO MEMBRANE OPEN SEAMS, TYPICAL. REFER TO SCOPE OF REPAIR FOR REFERENCE. AFTERWARD CONDUCT A WATER FLOOD TEST. PULL BACK DRAIN MAT AGAINST BELOW GRADE WATERPROOFING AS REQUIRED TO CONSTRUCT DETAIL 9 / BE-3.0. REMOVE AND REINSTALL EXIST GLASS GUARDRAILS AND REPLACE COPING FLASHING, TYPICAL AT WEST FACING DECKS AND PATIOS, UNO. ALONG SLAB EDGE, REMOVE AND REINSTALL CONCRETE PAVERS, PEDESTALS, GROUT AND CMU AS '= REQUIRED TO EXPOSE AND REPAIR BELOW GRADE WATERPROOFING, TYP. FIRST FLOOR PLAN SCALE: NTS RECEIVED arP 112013 DEVELOPMENT SERVICES COUNTER FIRST FLOOR PLAN PERMIT SET 2018-08-31 38319 9slO1�TAL F.�G COPYRIGMOYOfSOACSERNCES, INC. THESECSMIN MG,THE IGFF—CESIGNSINCIXi —* EINA�s �IxsmuMEMCFSFFNCE,AAE111E PaorEan of PARTWNHCUI WRITTEN AUTIGRWiIGNOFOACSERNCFS,ING DESIGN DKB DRAWN PK CHECK DKB A-2.1 OAC PROJ. No. 1 2018137.01 REMOVE AND REINSTALL EXIST GLASS GUARDRAILS AN REPLACE COPING FLASHINI TY REMOVE AND REINSTALL EXIS GLASS GUARDRAILS AN REPLACE COPING FLASHIW TYI SECOND FLOOR PLAN SCALE: NTS Z REMOVE AND REINSTALL APPROXIMATELY 35 SQ FT GYPSUM SOFFIT FROM UNDERSIDE 2ND FLOOR DECK. TAPE, TEXTURE AND PAINT TO MATCH ADJACENT SOFFIT AT (6) LOCATIONS. RECRIV71 SEP 112013 DEVELOPMENT SERACEE COUNTER O n Z O U r N r � >Q W ~� No z "o 000 0 C 0 � o E � � o o�ro >Q a3 nro N N O " m 3 tO 3 N � 3 SECOND FLOOR PLAN PERMIT SET 2018-08-31 38319 �CNAL �G DESIGN DKB DRAWN PK CHECK DKB A-2.2 OAC PROJ. No. 2018137.01 BUILDING A BUILDING B BUILDING C EAST ELEVATION sCALE: NTs �-- AT UNIT125-B, REPLACE ASTRAGAL ON I a r �1 WEST ELEVATION G SCALE:NTS REMOVE AND REINSTALL CONCRETE PAVER AND REPAIR AS NOTED AT EXIST CONCRETE CURB TRANSITIONS, TYR REMOVE AND REINSTALL EXIST WOOD PLANK CLADDING, TYP. INSTALL UV -RESISTANT WRB UNDER WOOD PLANK CLADDING. INSTALL NEW DRIP EDGE FLASHING. REMOVE AND REINSTALL EXIST GLASS GUARD RAILING & REPLACE COPING FLASHING, TYP. REMOVE AND REINSTALL EXIST FASCIA CLADDING, TYP. REMOVE AND REINSTALL EXIST GLASS GUARD RAILING, TYP. RCEoD SEP 11 2M DEVELOPMENT SERVICES COUNTER O z O U 'T— CN r� W > `` v) ~ W Uj Z U)o Z z V) CV 0 0 0 0 0 0 0 0 0 0 0 E m� o�m ;¢ ><� 3 1n to m m � o NN ' _ 3 o. oN 3 o m N N m BUILDING ELEVATIONS PERMIT SET 2018-08-31 36319 COMIGHT9201—S—CES, INC. THESE OOCDMEMS,-IDE M DESIGNSINCOR F-D HEREN—I NS71MENT�OFSERNLE, PREINE PRO�EHIYOF F—WRHOOIWR H—OR—ON OF OFC SSERNCB. DESIGN DKB DRAWN PK CHECK DKB A-3E1 OAC PROJ. NO. 2018137.01 NORTH E 3 SCALE NITS REMOVE AND REINSTALL EXIST GLASS GUARD RAILING & 1 REPLACE COPING FLASHING, TYP., $ p .4 REMOVE AND REPLACE EXIST H' FIBERCEMENT FASCIA { RAINSCREEN CLADDING SYSTEM, I 3( TYP., REPLACE GYP SHEATHING AS REQUIRED. # 11j` f- +M aiP' F yF! ,t g "s. a >m R cFjv : 'EP.11290 DEVELOPMENT SERVICES Cou;u rER BUILDING ELEVATIONS PERMIT SET 2018-08-31 A 38319 1 SICIYAL �G COPYRIGHT 0 2018 M SERNCCE INC. HERENµP�OEASDGEESIMGNE ETHEINCORPORATED IN AN EY PROP— IF FARTWIIHON1 WA 11EN AUTHORWTIONOFOACSERVILES NC DESIGN DKB DRAWN PK CHECK jDKB A-3.2 OAC PROJ. No. 2018137.01 r.N J�FRIz", ","I SEPIA 2oi DEVEL`J.CaEU S RVICES fER 0 0 z 0 U N I— > Q W Uo z ,)o v� W a�o E >a a3 N N O o« 003 o � WEST ELEVATION CRACKS PERMIT SET 2018-08-31 36319 yr�lVAG C-RIGHT 02018= SERVICES, INC. TNEEE WCIINI THE lI ANO DESIGNS INCORPORATED HEREIN AS AR INGTROMENT OF SERVICE. ARE THE P ROPEla*l DESIGN DKB DRAWN PK CHECK DKB A-3.3 OAC PROJ. No. 2018137.01 REMOVE AND REPLACE FULLY SOLDERED EXIST. GUARDRAIL GALVANIZED G-90 ON FLASHED CURB SHEET METAL EXIST FAN VENT PIPE 1/4" THK., EPDM BOOT FLASHING CAREFULLY CUT AND PENETRATION DUROMETER 40 REMOVE FOIL TAPE AT I MIN. GASKET, TYP EXIST SHEET METAL RAIN WRB TO LAP DOWN PVC BOOT AND VENT MATCH EXIST. SEALANT FILLET PIPE, TYP I I COLLAR, SET IN SEALANT SCREWS & BOLTS EXIST COPING OVER FLASHING LL (NOT SHOWN) JE_LAMP SEALING MASTIC FLASHING C. ? w BARE CONC. CURB > to w EXIST PVC BOOT FLASHING STAINLESS SEALANT SET I ° , SCREWS @WOOD FRAMED `✓ WOODF FRAME OR n CURB. EXPANSION ANCHORS I V EXIST PVC ROOFING CONCRETE CURB @ CONCRETE CURB. I MEMBRANE I O FLASHING TO BE — — — — SET IN SEALANT TO WRB 61, *ASSUME 33 LOCATIONS 0 WRB TO TUCK UNDER COVER THIS SECTION OF FLASHING (NOT SHOWN) THE BOOT FLASHING WITH FINISH SOFFIT MATERIAL 10 FAN VENT PIPE PENETRATION @ ROOF 7 GUARDRAIL BASE PLATE DECK CORNER BOOT SCALE: NTS SCALE: NTS Y SCALE:NTS SCALE NTS LAP EXISTING BUILDING PAPER WRB OVER FLASHING CEMENT BOARD PANEL DWELLING UNIT OVER P.T. FURRING / CONT. BUG SCREEN I 24 GA. PRE -FINISHED I FLATSTOCK FLASHING W/ HEMMED EDGE 1' 111=III I IIIIIIII� II a -1�111 II 24" W. CCW-UNCURED NEOPRENE FLASHING SET IN EPRO ECOBASE APPLIED OVER1 �,I1 PARKING (E) EPRO ECOBASE NEW TPO FLASHING FLANGE WELDED OR GLUED TO EXISTING TPO SCUPPER WELD TPO FLASHING FLANGE TO EXISTING TPO DRAIN. LAP BUILDING PAPER WRB W/ FLANGE TO SHED WEATHER ADDING WRB AS REQD. "COORDINATE SCUPPER WORK W/ OTHER DECK WORK — —\�— — — — 7 EXISTING TPO DRAIN SCUPPER THROUGH WALL NEW SHEET METAL SCUPPER ASSEMBLY HORSESHOE (N) WRB AROUND EXISTING SCUPPER ASSEMBLY AND TAPE ALL EDGES (TAPE NOT SHOWN FOR CLARITY) OPEN REMOVE & REPLACEt11111; INTEGRATED TPO DECKWALL COPINGFLASHING FLANGE WANRB FLASHING AS REQUIREDREINSTALL EXIST GUARDRAILS TO PERFORM REPAIRS SLIP SHEET BETWEEN PVCROOFING 1/4" THK. EPDM SHIM, TYP. AND HT SAFF IHT SELF -ADHERED FLEXIBLE FLASHING UNDER COPING FLASHING, TYP. Lu FIBER CEMENT SIDING EXIST PVC ROOF MEMBRANE NEW TPO OUTER FLANGE ON BACK SIDE OF PARAPET3/8"MOISTURE RESISTANT FURRING EXIST PVC SCUPPER SLOPE TO DRAIN EXIST TPO DECK MEMBRANE & - 3/8" SEALANT JOINT AND BACKER ROD DRAIN SCUPPER SLR SECTION I 11 1 i WEATHER -RESISTIVE BARRIER BUILDING @ GRADE DECK SCUPPER BOOT FLASHING 1 1 SCALE: NTS V SCALE:NTS SEAL BOTTOM OF TPO FLANGE TO WRB. INSTALL FILTER EXISTING PVC FABRIC OVER TOP MEMBRANE TO TURN EDGE OF DRAIN MAT DOWN OVER & SEALED ASSEMBLY TO UNCURED INSTALL FILTER NEOPRENE FLASHING FABRIC OVER TOP EDGE OF DRAIN MAT 6" ABS HALF PIPE CAST INTO ASSEMBLY SLAB EDGE FOR OVERFLOW —� 911=11 I_I I1=1 I —I11—III=III—I I I e —TI I—III=I I I=11 4. a ..; ADD 1/2"THICK DRAIN MATT I _ de. ADD 1/2" THICK DRAIN MATT• - OVER EXISTING DRAIN MAT I OVER EXISTING DRAIN MAT FOR LENGTH OF I ,..:°, FOR LENGTH OF CONCRETE SIDEWALK I ° CONCRETE SIDEWALK I ° I 24" W. CCW-UNCURED I . .. 24" W. CCW-UNCURED NEOPRENE FLASHING I _ °_ad NEOPRENE FLASHING SET IN EPRO ECOBASE SET IN EPRO ECOBASE APPLIED OVER APPLIED OVER (E) EPRO ECOBASE (E) EPRO ECOBASE I I I `SELF -ADHERED FLEXIBLE FLASHING AT HEAD AND I JAMBS SLIP WRB (FROM BELOW) L_ I UNDER BOTTOM FLANGE F SCUPPER AND WRB FROM — — ABOVE ISOMETRIC EXISTING PVC MEMBRANE TO TURN DOWN OVER & SEALED TO UNCURED NEOPRENE FLASHING CONCRETE WALKWAY CONCRETE WALKWAY TO COURTYARD PEDESTAL PAVERS %� TO COURTYARD PEDESTAL PAVERS OVERFLOW SCALE: NTS SCALE: NTS LAP EXISTING WRB ONTO VERTICAL LEGS SET OPEN EDGE OF ROOF MEMBRANE IN SEALANT WITH TERMINATION BAR m A REMOVE EXIST FLASHING BOOT AND INSTALL NEW FLASHING BOOT — MEMBRANE UPTURN BEHIND FLASHING GRIND KERF INTO CONCRETE CURB AND SET NEW S.S. FLASHING BOOT INTO KERF WITH CONT. SEALANT SEALANT FILLET * REMOVE EXIST. FIBER CEMENT BD, AS REQD. TO INSTALL FLASHING 6 FLASHING BOOT AT COURTYARD TPO TRANSITION SCALE:NTS WEST ELEV. NEW STAINLESS STEEL FLASHING BOOT EXIST CONCRETE CURB EXIST COUNTER -FLASHING SEALEDINTO KERF TO REMAIN 6 REMOVE FIBER CEMENTBOARD CLADDING & INSTALL NEW EXIST WEATHER -RESISTIVE BARRIER REPAIR AS REQIRED. REMOVE AND REPLACE P.T. FURRING TO PERFORM WORK _l' — CONTINUOUSINSECTSCREEN EXIST DECK SOFFIT STAINLESS STEEL SHEET METAL REMOVE & REPLACE FLASHING TUCK BEHIND WRB @ NORTH & SOUTH ENDS OF EACH DECK EXIST SOFFIT WOOD TRIM R;m—CF]V D ­ P 1.1 2010 DECK SOFFIT EDGE FLASHING DEVELOPh1ENT BERViCES 3 SCALE:NTS 0 z O U r N r H- > a U) Z � O VJ W 0 © 0 c E o mM anw me+ mm> >¢ ea ° a� nm 10 mmo NN ro 3 fOD3 o; o0 N n 3 BUILDING ENCLOSURE DETAILS PERMIT SET 2018-08-31 383 9 �CNALG THESE —INASANENT M IBFEENOOE810N81NCR0PE IEN HEPEIH ��INS�NMENfOF9EroCae­is[om*vmu�E�inF PMTVNTHOIRWNITIFN EUMORWTIONOFOEC BERNLEB, WL. DESIGN DKB DRAWN PK CHECK DKB BE-10 OAC PROJ. No. 2018137.01 GENERAL STRUCTURAL NOTES MATERIAL SPECIFICATIONS 1. CODE AND STANDARDS: ALL MATERIALS, DESIGN, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE STRUCTURAL DRAWINGS ISSUED BY OAC, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION & THE INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2015 EDITION. 2. STRUCTURAL DRAWINGS: CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY ANC SHALL NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION., REFER TO THIS SHEET FOR MATERIAL SPECIFICATIONS, TYPICAL WALL FRAMING REPAIR NOTES. REFER TO REPAIR ELEVATIONS AND SKETCHES ISSUED DURING CONSTRUCTION FOR STRUCTURAL REPAIR DETAILS UNIQUE TO SPECIFIC LOCATIONS. 3. NON-STRUCTURAL INFORMATION: REFERENCE ARCHITECTURAL DRAWINGS HEREIN FOR ALL RELATED INFORMATION.. 4. VERIFY DIMENSIONS: CONTRACTOR SHALL VERIFY ALL EXISTING MEMBER SIZES, DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. 5. DEMOLITION-.' QdflTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. 6. TEMPORARY BRACING AND SHORING: CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING OF THE EXISTING BUILDINGS IN WHICH PORTIONS OF THE EXISTING STRUCTURE ARE TO BE REMOVED OR MODIFIED. THIS TEMPORARY BRACING AND SHORING SHALL REMAIN IN PLACE UNTIL NEW CONSTRUCTION AND /OR STRUCTURAL MODIFICATIONS ARE COMPLETED. THE CONTRACTOR SHALL DESIGN, PROVIDE MATERIALS FOR AND INSTALL SUCH TEMPORARY WORK. 7. SAFETY PRECAUTIONS, MEANS AND METHODS: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. STRUCTURAL DESIGN IS BASED ON RESISTANCE TO DEAD LOADS, CODE -SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFICATION OF HIMSELF AND THE OWNER, THE ABILITY OF THE STRUCTURE RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. 8. FIELD ERECTED COMPONENTS: ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. GENERAL INSPECTIONS: GENERAL INSPECTIONS SHALL BE IN ACCORDANCE WITH THE CRITERIA SET FORTH BY THE BUILDING DEPARTMENT WITH JURISDICTION. 10. SPECIAL INSPECTIONS: SPECIAL INSPECTION SHALL BE PERFORMED BY A WABO CERTIFIED TESTING AGENCY DESIGNATED BY THE STRUCTURAL ENGINEER AND APPROVED BY THE OWNER. SPECIAL INSPECTION SHALL INCLUDE THE FOLLOWING: a. VERIFICATION OF STRUCTURAL MEMBER SIZES b. VERIFICATION OF SPECIFIED STRESS GRADES OF STRUCTURAL MEMBERS c. INSPECTION OF FRAMING ANCHORS, AND BOLTED AND NAILED CONNECTIONS d. INSPECTION FOR COMPLETENESS OF STRUCTURAL SYSTEM AS DESCRIBED IN THE CONTRACT DOCUMENTS WOOD 1. CODES AND STANDARDS: ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE FASTENING SCHEDULE GIVEN IN TABLE 2304.9.1 OF THE 2015 IBC. 2. DIMENSIONAL FRAMING LUMBER: ALL DIMENSIONAL LUMBER SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. ALL LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: FRAMING MEMBER SPECIES AND GRADE 2X AND 3X JOISTS AND BEAMS DOUG-FIR #2 6X AND LARGER BEAMS/STRINGERS DOUG FIR #1 6X6 AND LARGER POSTS/TIMBERS DOUG FIR#1 BLOCKING DOUG-FIR #2 ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY AND ALL WOOD MEMBERS PERMANENTLY EXPOSED TO THE ELEMENTS SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. NEW WALKWAY GUARDRAILS SHALL BE PRESSURE -TREATED OR OF A SPECIES NATURALLY RESISTANT TO DECAY (CEDAR). 3. WOOD SHEATHING: WOOD SHEATHING SHALL BE APA PERFORMANCE RATED PLYWOOD PANELS PER NER REPORT NUMBER 108. PLYWOOD PANELS SHALL BE GRADE CD AND CONFORM TO PS 1-83. ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. ALL PANEL EDGES SHALL BE SUPPORTED BY STUDS, PLATES, OR BLOCKING. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. UNLESS NOTED OTHERWISE, NAIL ALL PLYWOOD SHEATHING WITH 1 Od AT 4" O.C. AT PANEL EDGES; 12" O.C. AT INTERMEDIATE SUPPORTS. SHEATHING LOCATION THICKNESS EXTERIOR DECKS 3/4" (MIN) 4. NAILS: NAILS SHALL BE MANUFACTURED IN THE UNITED STATES OR CANADA IN SIZES AND TYPES INDICATED. SUBSTITUTION REQUESTS MAY BE MADE BY THE GENERAL CONTRACTOR IN WRITING FOR APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. UNLESS OTHERWISE NOTED, FURNISH THE MINIMUM NAIL SIZES: COMMON WIRE MINIMUM SIZE 6d 0.113" DIAM X 2" LENGTH 8d 0.131" DIAM X 2 %" LENGTH lOd 0.148" DIAM X 3" LENGTH 16d 0.162" DIAM X 3 Y. LENGTH ALL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE ZMAX HOT -DIPPED GALVANIZED (G185), STAINLESS STEEL, OR MEET ASTM 153 REQUIREMENTS. 5. BOLTS: CONNECTION BOLTS AND THREADED STUDS AT WOOD / STEEL CONNECTIONS SHALL CONFORM TO ASTM A307. EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIKBOLT II EXPANSION ANCHORS OR APPROVED EQUAL. COPING/FLASHING (E)2x6 F.V. Ya' THICK CONTINUOUS PLY W/ 10d AT 6" O.C. (E) BLOCKING W/ (2) 16d AT 12" O.C. F.V. I (E) CLADDING REMOVE AND REPLACE TO I FACILITATE REPAIRS L------- SEE DETAIL 3BE3.0 FOR DRIP EDGE 1Y4", MIN %'� DECK CURB STRUCTURAL REPAIR DETAIL I SCALE: 1-1/2"=P-0" (E) ALUMINUM RAILING. (2) Y4" DIA THROUGH BOLT, MIN. 4x SOLID DF BLOCKING EACH SIDE OF STUD AT LOCATIONS OF RAILING POST. 18 Ga DEEP METAL TRACK W/ (3) Y4" DIA x 3" LONG SIDS SCREWS TO DECK BEAM MIN. LOCATE TRACK BELOW RAILING POST. (E) FLOOR/DECK FRAMING (E)BEAM pzcF_lvp_b -_,$1W13 DEVELOPMENT SERVICES COUNTER O 0 Z O 0 LU N r� � Q tWt^ VJ LLI C/) Z = Z `D N � �/) r W 0 0 0 0 0 0 0 EE c om e o�H mm> >Q OVU n m N N O 3 o« o N N 3 N O GENERAL STRUCTURAL NOTES & DETAIL PERMIT SET 2018-08-31 COPYRIGHT0P0180 8EIWCEB,INO THEBEOOCCNENT8,THE IDERBANDDE8 8I11CORP0—D H—N AS PN INSTTRRU MENT OF 8 ERTICE. —E PROPERN OF PPATWrtH011TwA1TiEN AUTHORWTIONOFONC 3ERNCES, INC. DESIGN MD DRAWN MD CHECK LED S1.0 OAC PROJ. No. 2018137.01