120 W CASINO RD 38A 2025 PARK 120 APTS Plans 2026-05-01

I%- GENERAL NOTES STRUCTURAL NOTES SCOPE OF WORK Ya E a THE SCOPE OF THE PROJECT INCLUDES REPAIR OF FIRE J= d V A. CONSTRUCTION A.GYPSUM WALL BOARD as DAMAGE THAT RECENTLY OCCURRED TO BUILDING 38, UNIT A. 3u a o 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE THERE IS NO STRUCTURAL FIRE DAMAGE (CHAR) OBSERVED. 0 3 22 x FEDERAL, STATE AND CITY CODES AND ORDINANCES, INCLUDING FIRE 1. GYPSUM WALLBOARD TO CONFORM TO IBC SECTION 2506.ATTACH NON-STRUCTURAL ELEMENTS DAMAGED FROM FIRE INCLUDE '771 AND O.S.H.A REGULATIONS WHERE THE PROJECT IS LOCATED. INTERIOR FINISHES, INSULATION, AND OTHER INCIDENTAL TO FRAMING AT 6"O.C.AT ALL STUDS, TOP AND BOTTOM PLATES 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES AND BLOCKING. ELEMENTS. MECHANICAL, ELECTRICAL, AND PLUMBING THAT WITH THE SITE AND EXISTING CONDITIONS AT THE PROJECT,AND VERIFY ARE INCIDENTAL TO THESE REPAIRS ARE NOT INCLUDED AND a. SINGLE LAYER GYPSUM WALLBOARD: 6D COOLER (0.092"X1-7/8" ARE BY OTHERS. ALL INFORMATION PROVIDED ON DRAWINGS. ALL SIGNIFICANT LONG, 1/4" HEAD) OR WALLBOARD NAIL (0.0915"X1-7/8" LONG, LEE T DEVIATIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 19/64" HEAD) OR 0.120" NAIL X1-3/4" LONG, 3/8" HEAD OR NO. 6 3. ALL MATERIAL PROPERTIES SHALL BE NOTED IN SPECIFICATIONS, TYPE S OR W DRYWALL SCREWS 1-1/4"LONG. CODES AND PROVISIONS UNLESS NOTED ON DRAWINGS. 4. PRIOR TO FABRICATION OF ANY ASSEMBLIES OR PLACEMENT OF ANY B. ROUGH CARPENTRY 2021 INTERNATIONAL EXISTING BUILDING CODE(IEBC) 0 05 REPAIR MATERIAL, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 2021 INTERNATIONAL BUILDING CODE(IBC) o sTBae� DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. REPORT ALL 2021 INTERNATIONAL RESIDENTIAL CODE IRC ss/oNALCN� DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 1. FRAMING LUMBER SHALL BE KILN-DRIED (KD) OR SEASON DRIED 2021 WASHINGTON ENERGY CODE FOR COMMERCIAL BUILDINGS,CHAPTER 5 9/3/2025 5. DO NOT SCALE DRAWINGS. (SD), MC< 19%AND GRADED AND MARKED IN ACCORDANCE WITH O I S O THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR THE 202 OF THE IEBC AND THE REPAIR WORK FOLLOWS CODE PROVISIONS WESTERN WOOD PRODUCTS ASSOCIATION(WWPA) FOR THE REPAIR OF EXISTING BUILDINGS IN CHAPTER 4. B. CONSTRUCTION PHASING AND SEQUENCING 1. WORK SEQUENCE AND SCHEDULING SHALL BE COORDINATED WITH THE a. MISC 2X FRAMING MEMBERS:DOUGLAS FIR NO.2 . THE FIRE DAMAGE IS LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE OWNER'S REPRESENTATIVE AND BUILDING OPERATIONS STAFF. b. EXPOSED TRIM:APPEARANCE GRADE WESTERN RED CEDAR OR AS DEFINED IN SECTION 202 OF THE IEBC. #2 HEM-FIR, NON-INCISED PRESERVATIVE TREATED PER AWPA 2. OWNER WILL CONTINUE TO USE BUILDING DURING WORK. CONTRACTOR STANDARD T1,USE CATEGORY UC3B. FOR REPAIR OF DAMAGE THAT IS LESS THAN SUBSTANTIAL SHALL PHASE AND ARRANGE WORK SO AS TO MAINTAIN ACCESS AND STRUCTURAL DAMAGE,SECTION 405 IF THE IBEC ALLOWS DAMAGED EGRESS TO ENTRANCES, EXITS, DRIVES, ETC. AT ALL TIMES TO ALL ELEMENTS TO BE RESTORED TO THEIR PREDAMAGED CONDITION. AREAS THAT ARE NOT UNDER CONSTRUCTION. 2. CARPENTRY HARDWARE: AS PERTAINS TO STRUCTURAL ELEMENTS. 3. CONTRACTOR SHALL SHORE/BRACE STRUCTURE AS REQUIRED TO MAINTAIN THE STABILITY OF BUILDING ELEMENTS TO REMAIN DURING b. NAILS:BOX AMERICAN OR CANADIAN MANUFACTURER ONLY. ABBREVIATIONS REPAIR OF STRUCTURAL ELEMENTS. APPROX = APPROXIMATELY 4. CONTRACTOR SHALL MAINTAIN THE BUILDING ENVELOPE IN A 8D COMMON(2.5"X 0.134") 1. Z WATERTIGHT CONDITION THROUGHOUT THE DURATION OF 10D COMMON(3"X 0.148") 2. BM = BEAM 0 CONSTRUCTION. ANY WATER RELATED DAMAGE CAUSED BY THE 16D COMMON(3.5"X 0.165") 3. BOT BOTTOM I— 4. CIP CAST-IN-PLACE CO 0" CONSTRUCTION SHALL BE REPAIRED AT NO COST TO THE OWNER. - Z b. ANCHORS AND CONNECTORS:SIMPSON STRONG-TIE. 5. CJ = CONSTRUCTION JOINT/CONTROL JOINT a Z 5. THE CONTRACTOR SHALL VERIFY WORK HOURS WITH THE OWNER. 6. CLR = CLEARANCE c. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER co CONTRACTOR SHALL COORDINATE ANY OFF-HOURS, WEEKEND, AND SHALL BE HOT DIPPED GALVANIZED OR EQUIVALENT. 7. COL = COLUMN Z W j HOLIDAY WORK WITH OWNER AT LEAST 72 HOURS ADVANCE. 8. CONC = CONCRETE 9. DET = DETAIL C. MISCELLANEOUS REQUIREMENTS 3. MINIMUM NAILING:NAIL PER 2021 IRC TABLE 602.3(1) 10. EA = EACH Q L rLnI 1. THE CONTRACTOR IS RESPONSIBLE FOR COLLECTION AND REMOVAL OF 11. EMBED = EMBEDMENT LENGTH J V INSULATION 12. EXIST = EXISTING Q ALL CONSTRUCTION DEBRIS ON A DAILY BASIS,AND THE SITE SHALL BE C. 13. IN = INCHES LEFT IN A NEAT AND ORDERLY CONDITION, SATISFACTORY TO THE 14. INC = INCIDENTAL MM OWNER. 1. MATERIAL: 15. LF = LINEAR FOOT W 6 2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL ADJACENT 16. LS = LUMP SUM w a. ATTIC:FIBERGLASS BATT OR BLOWN INSULATION,R-49 MINIMUM. STRUCTURES, LANDSCAPING, AND OTHER SURFACES/ITEMS WHICH 17. MAX = MAXIMUM O COULD BE AFFECTED BY THE WORK. b. 2X4 WALLS:PAPER-FACED BATT INSULATION:R-15 MINIMUM. 18. MIN = MINIMUM N 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY REQUIRED 19. N/A = NOT APPLICABLE ILL SECURITY AT THE WORK SITE, SIDEWALK PROTECTION, AND 2. INSTALLATION: INSTALL ACCORDING TO MANUFACTURER'S 20. OC = ON CENTER Q BARRICADES, AS REQUIRED. ANY SITE RELATED PROTECTION, INSTRUCTIONS AND PROJECT DETAILS. 21. REINF = REINFORCEMENT 22. REQ'D = REQUIRED - BARRICADES AND SECURITY SHALL BE COORDINATED WITH THE OWNER. 23. SF SQUARE FOOT- z Itui 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED D.SLIDING GLASS DOORS AND WINDOWS: 24. SIM = SIMILAR Q LU PERMITS,AND AUTHORIZATIONS PRIOR TO BEGINNING THE WORK. 1. REMOVE AND REPLACE SLIDING GLASS DOORS AND WINDOWS 25. SPEC = SPECIFICATION ^ LU 5. THE OWNER RESERVES THE RIGHT TO PERFORM OTHER WORK IN IDENTIFIED IN PROJECT DRAWINGS. MATCH EXISTING OPERATION 26. SUPT = SUPPORTED L.L a CONJUNCTION WITH THE PROJECT. COORDINATE ALL WORK WITH UNLESS NOTED OTHERWISE: 27. TAR = TYPICAL AS REQUIRED LL1 OTHER CONTRACTORS. 28. TYP TYPICAL a. U-FACTOR 0.30 MINIMUM. = IN29. UN OR UNO= UNLESS NOTED OTHERWISE b. COLOR:WHITE = z N 30. WI WORK ITEM >_ O o C. MATERIAL:VINYL 31. N/A = NOT APPLICABLE Q 2. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 32. (N) = NEW U r 33. (E) = EXISTING w o 2� 34. NIC = NOT IN CONTRACT a ° 35. NTS = NOT TO SCALE z c� o WSEC-0503.3.2.1 REPLACEMENT w w 0 36. FIN = FINISHED FENESTRATION PRODUCTS 5 ° 37. FL FLOOR G O u Where some or all of an existing fenestration unit is 38. HR - HOUR G_ U replaced with a new fenestration product,including 39. VIF = VERIFY IN FIELD J X sash and glazing,the replacement fenestration unit o shall meet the applicable requirements for U-factor w O v and SHGC in Table C402.4. LL o w w r o LI EKITCHENCOMPLYING LATION IN BATHROOMS AND O o LL LYING WITH 2O21 IMC(n . PROJECT NO: 39A01607.00 DRAWN BY: KK ND HEATING EQUIPMENT SHALLCHECKED BY: TT ENERGY CODE. SEE C505.4.3. Y� SHEET TITLE: 0 GENERALNOTES O 0 0 0 Lu L City of Everett Permit Services w EVERETT Reviewed for Permit 05/29/2025 R 001 Copyright 2025.All rights reserved.No part of this document may be reproduced in any form or by any means without permission from Walker Consultants