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APPROVED BLD2022-0754 &55+Architectural_Plan+6.8.2022_5.10.53_PM+2921409J IAi ELEVATED WALKWAY AT FRONT ENTRY DECK MEMBRANE AT ELEVATED WALKWAY / / / SITE PLAN NOTE - THE O ®® INFORMATION ON THIS SITE PLAN IS SCALE: 1" = 100'-0" SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION ON RECORD WITH KING COUNTY, AERIAL PHOTOGRAPHS AND SITE VISIT. MAINTENANCE BUILD ING/OFFICE SCOPE OF WOR< SUMMAR� TYPE: WATER DAMAGE REPAIR THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE DETAILS NECESSARY TO REPLACE THE WATER DAMAGED FRAMING AND INTERIOR FINISHES AT THE ENTRY OF BUILDING 31 AND AT UNIT 31-214 OF THE POINT EDWARDS CONDOMINIUMS LOCATED IN EDMONDS, WASHINGTON. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING STRUCTURAL SYSTEMS. THERE IS NO CHANGE TO THE EXISTING BUILDING OR UNIT FOOTPRINT, SQUARE FOOTAGE OR HEIGHT. MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT IS NECESSARY FOR THESE REPAIRS IS NOT INCLUDED WITH THIS PERMIT AND SHOULD BE FILED UNDER A SEPARATE PERMIT, IF REQUIRED. Walnut St V` w a Edmonds Shelleberger rya Marsh Creek Newell W[iy Marina Beach Park 1°4 Edmonds W < City Park a f0 Off Leash Area Edmonds o- 85 Pine Street a6 min drive - home Edwards Point pine Dr SITE Pine St � Pine St A d D S > Point Edwards PI y W � Makin Rd a D V Z t N 9 a N Fir PI A G 1lM ti a w n a � Bella COala Rd A y D < _ A C ry fD N Cn _ /. Elm St VICINITY MAP ASSESSOR'S No,: 01022603110100 - 01022603131000 LEGAL DESCRIPTION: 100 PCT. DIV. INT. POINT EDWARDS CONDOMINIUMS 5U LD INCH DATA: JURISDICTION: CITY OF EDMONDS BUILDING CODE: 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2016 INTERNATIONAL BUILDINGS CODE (IBC) ZONING: MASTER PLAN HILLSIDE MIXED USE (MPI AND MP2) OCCUPANCY R-2 (CONDOMINIUMS) 6-2 (PARIGING GARAGE) CONSTRUCTION TYPE: R2 - VA 52 - I A SPRINKLERED: YES SHEET INDEX SHEET 1.0 PROJECT NARRATIVE, VICINITY MAP, ASSESSOR'S No., LEGAL DESCRIPTION. SHEET INDEX, SITE PLAN AND NOTES SHEET 1.1 NOTES SHEET 2.0 PARTIAL SECOND FLOOR PLAN/THIRD FLOOR FRAMING PLAN AND THIRD FLOOR PLAN SHEET 3.0 SECTIONS AND NOTES WASH INGTON STATE RCW REQUIREMENTS: A SIGNED LETTER IS NOT REQUIRED FOR THIS PROJECT, AS SPECIFIED PER RCW 64.55.O&O, CERTIFYING THAT THE BUILDING ENCLOSURE HAS BEEN INSPECTED AND IS IN SUBSTANTIAL COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN DOCUMENTS DUE TO THE BUILDING NOT MEETING THE DEFINITION OF "REHA5ILITATIVE CONSTRUCTION" PER RCW 64.55.010 09), I.E., CONSTRUCTION WORK IS LESS THAN FIVE PERCENT OF ASSESSED VALUE OF BUILDING. ALL INFOWATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2022 0 0 0 6 Z CV TT LU LL z 4 U Z :' a 0 rj v in Q O O N H O N M r7 O O N O I to r7 N 00 cn � a G C O L N 0 z� 0 0 N N W Uj to L L � w 3 athan Fritz Digitally signed by Nathan 0 L. Fritz w DIN: cn=Nathan L. Fritz, uo— NZ H o=Pacific Engineering _ Technologies, Inc., ou, email=nathan@pacengtech. com,c=US Date: 2022.06.08 15:35:34 -07'00' cN Z W � Z 0 1 LU A) 00 z Ao00�z _IZ IL 0 m v�1 6/8/2022 22122 WD 01.dwg MOISTURE DAMAGED TJI JOIST BELOW ELEVATED WALKWAY Job No. 22122.00 GENERAL NOTES: GENERAL CONDITIONS: I. DO NOT SCALE DRAWINGS. 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 3, ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. 5, THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS TO PACIFIC ENGINEERING TECHNOLOGIES, INC., HOMEOWNER'S REPRESENTATIVE. (o, ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. 1, PLUMBING, MECHANICAL AND ELECTRICAL WORK CAS REQUIRED FOR REPAIR WORK) TO BE FILED UNDER SEPARATE PERMITS AND SHALL BE BIDDER DESIGNED. PLUMBING, MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. 8, CONTACT THIS OFFICE AT (20(o) 281--1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDING ARE FOUND DURING THE CONSTRUCTION WORK. SITE CONDITIONS SAFETY AND DEMOLITION: 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, 10. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK. BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED AND THROUGHOUT THE DURATION OF THE WORK. 12. THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES. 13. THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC., TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 14. THE CONTRACTOR AND THE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, AND FEATURES, INCLUDING, BUT NOT LIMITED TO: GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 15, ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED A& 0:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND THE HOMEOWNERSREPRESENTATIVE IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. THE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR TO THE AGREED EARLIEST STARTING TIME. 16. THE CONTRACTOR SHALL COORDINATE WITH THE HOMEOWNERS' REPRESENTATIVE FOR A DESIGNATED AREA WITHIN THE SITE TO BE USED FOR THE STORAGE OF MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE BEFORE COMMENCING WITH THE WORK, THE SECURITY OF THE MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE STORED ON -SITE IS THE RESPONSIBILITY OF THE CONTRACTOR 11. THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL UNIT OWNERS OR HOMEOWNERS' REPRESENTATIVE FOR SCHEDULING ACCESS INTO UNITS. IN UNITS THE CONTRACTOR ENTERS TO PERFORM REPAIRS, THE CONTRACTOR SHALL PHOTOGRAPH THE EXISTING CONDITIONS PRIOR TO REPAIRS SO AS TO AID IN RESOLVING ANY POSSIBLE CLAIMS THE HOMEOWNERS MAY HAVE ABOUT DAMAGE TO INTERIORS FROM THE REPAIR WORK. la. IT IS INTENDED TO KEEP THE BUILDING OCCUPIED DURING THE PERFORMANCE OF THE WORK. MAINTAIN OR PROVIDE ACCESS TO ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADVERSELY IMPACT THE OWNERS AND GUESTS ENTERING AND LEAVING THE BUILDING(&) AND PREMISES AT ALL TIMES EXCEPT AS PRE -ARRANGED WITH HOMEOWNERS' REPRESENTATIVE. MAINTAIN ALL BUILDING EXITS. 19, THE WORK SHALL NOT BLOCK INGRESS OR EGRE&& FROM THE SITE AT ANY TIME. THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL NOT BLOCK THE MARKED FIRE LANES OR DRIVEWAYS AND NOT UTILIZE ANY RESERVED PARKING STALLS WITHOUT HOMEOWNERS' REPRESENTATIVE'S PERMISSION. 20, THE CONTRACTOR SHALL PROVIDE PORTABLE RE&TROOM FACILITIES FOR WORKERS, 21, THE CONTRACTOR SHALL PROVIDE ITS OWN DUMPSTER FOR CONSTRUCTION DEBRIS. 22. THE CONTRACTOR SHALL PROVIDE HEAT AS NECESSARY TO COMPLETE THE WORK. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. 24, THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED. 25. PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY AND TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. ANY WATER DAMAGE TO THESE AREAS RESULTING DURING REPAIRS IS TO BE REPAIRED AT NO COST TO HOMEOWNERS' ASSOCIATION. 26. PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 21. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 25, THE CONTRACTOR IS TO LAY DOWN TEMPORARY COVER OF FLOOR TILE, CARPETS, FINISHES, ETC. FOR ANY WORK TO BE COMPLETED WITHIN THE UNITS. 29, PRIOR TO GENERAL/SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF THE HOMEOWNERS' REPRESENTATIVE TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND DISPOSE OF OFF SITE AT AN APPROVED DUMP SITE AFTER OBTAINING THE (HOMEOWNERS' REPRESENTATIVE) PERMISSION TO DO SO, 30. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE HOMEOWNERS' REPRESENTATIVE. 31. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. GENERAL L NOTES (CONT.): 33. REMOVE AND REPLACE ALL MOISTURE DAMAGED FINISHES INCLUDING DAMAGED THERMAL AND SOUND INSULATION. 34, THE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY AND AT THE END OF THE PROJECT, CONSTRUCT ION: 35. SUBCONTRACTORS SHALL HAVE A MINIMUM OF TEN PEARS OF EXPERIENCE INSTALLING THEIR RESPECTIVE PRODUCTS AND SHALL BE MANUFACTURER APPROVED INSTALLERS OF THOSE PRODUCTS. 36. ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT TO PACIFIC ENGINEERING TECHNOLOGIES, INC., A COPY OF THE INSTALLATION INSTRUCTIONS AND RELATED INSTALLATION STANDARDS AND REQUIREMENTS FOR REVIEW AND APPROVAL AND THE CONTRACTOR SHALL KEEP A SET OF THESE INSTRUCTIONS ON THE SITE DURING REPAIRS RELATING TO THAT WORK. 3-1, PROVIDE WEATHER -RESISTIVE / AIR BARRIER BEHIND WALL CLADDING IN ACCORDANCE WITH IBC 14031402.2 AND 1403.2. WEATHER -RESISTIVE / AIR BARRIER SHALL BE CONTINUOUS AND ALL JOINTS SHALL BE TAPED OR SEALED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 30. PROVIDE FLASHING& FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH IBC CHAPTER 1404.4, 39. INSTALL ROOFING COMPONENTS IN ACCORDANCE WITH IBC CHAPTER 15, 40. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC. 41, THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S PRODUCT DATA, MOCK-UP SAMPLES, SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS FOR ALL PRODUCTS (SUCH AS: WINDOWS, SEALANTS, SHEET METAL FLASHING&, SELF ADHESIVE MEMBRANES AND WATERPROOF MEMBRANES, ETC.) TO PACIFIC ENGINEERING TECHNOLOGIES, INC. FOR REVIEW PRIOR TO PRODUCT INSTALLATION. 42. THE CONTRACTOR IS TO PROVIDE PACIFIC ENGINEERING TECHNOLOGIES, INC. WITH ACCESS TO REVIEW THE INSTALLATION OF THE NEW WEATHER -RESISTIVE BARRIER AND FLASHINGS PRIOR TO BEING COVERED BY THE NEW SIDING SYSTEM, THE CONTRACTOR IS TO PROVIDE A MINIMUM OF 45 HOURS NOTICE (EXCLUDING WEEKENDS) PRIOR TO WHEN THE CONTRACTOR WANTS REVIEWS PERFORMED. THE CONTRACTOR IS TO MODIFY ANY CONDITIONS WITH THE INSTALLATION OF THE WEATHER -RESISTIVE BARRIER AND FLASHING SYSTEM AS DIRECTED BY PACIFIC ENGINEERING TECHNOLOGIES, INC. THAT DOES NOT COMPLY WITH THE REPAIR DRAWINGS. PACIFIC ENGINEERING TECHNOLOGIES, INC. MAY REQUIRE THAT THE SIDING BE REMOVED AND REPLACED AT NO COST TO THE HOMEOWNERS ASSOCIATION IF PACIFIC ENGINEERING TECHNOLOGIES, INC. IS NOT ALLOWED TO REVIEW THE INSTALLATION OF THE WEATHER -RESISTIVE BARRIER AND FL,45HING5 DUE TO INSUFFICIENT NOTIFICATION. 43. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE WA&HINGTON STATE ENERGY CODE ENERGY CODE. ALL NEW WINDOWS, SKYLIGHTS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT EDITION OF THE SEATTLE OR WASHINGTON STATE ENERGY CODE. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH IBC OR &BC SECTION 2406 OR SRC OR IRS SECTION R308. WINDOWS, SLIDING GLASS DOORS AND DOORS SHALL BE INSTALLED WITH PENETRATION FLASHING& AND IN ACCORDANCE IBC OR SBC SECTION 1403.2 AND 1405.4 OR SRC OR IRC R-103.4 AND WITH ASTM E 2112. 44, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL TESTING AND RECERTIFICATION OF THE EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS IF REQUIRED BY THE FIRE MARSHAL OR BUILDING DEPARTMENT. 45. MECHANICAL EXHAUST DUCTS WHICH PENETRATE FIRE RESISTIVE WALL, FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE FIRE DAMPERED OR LOCATED WITHIN FIRE RESISTIVE SHAFTS IN ACCORDANCE WITH IBC SECTION -11-1. 46. PROVIDE FIREBLOCKING AND DRAFT&TOPPING AT INTERCONNECTIONS BETWEEN CONCEALED SPACES (SUCH AS SOFFITS, DROPPED CEILINGS, ATTICS, WALL CAVITIES, ETC.) AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT lo' INTERVALS IN ACCORDANCE WITH IBC SECTION 115. 4-1. HOLES FOR WIRING AND PLUMBING PENETRATIONS THAT PASS THROUGH FIRE -RESISTANCE RATED ASSEMBLIES ARE TO BE SEALED WITH A FIRE RATED EXPANDING FOAM OR SEALANT. THE FOAM OR SEALANT IS TO BE IN ACCORDANCE WITH ASTM E 014 OR UL 14-19 WITH AN F AND T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IBC SECTION -114.3.1.4 AND -114.5. 45. ALL NEW WOOD PLATES, NAILING STRIPS, AND LEDGERS IN CONTACT WITH CONCRETE OR EXPOSED TO THE WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. CUT ENDS, ETC., SHALL BE PAINTED WITH (2) COATS OF WOOD PRESERVATIVE PAINT. 49. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS, STRUCTURAL NOTES: CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION AND THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC). NAILS: NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 11-13 IN ICC-ES EVALUATION REPORT E5R-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND TOOL ASSOCIATION (I&ANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE AS FOLLOWS: loci 3'' x 0,131'' D IA. lod COMMON 3'' x 0.148" DIA, ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER A&TM A153-GLAS5 D. LIGHT GAUGE FRAMING CONNECTORS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-E& APPROVAL FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HDG GALVANIZED. ALL FASTENERS USED WITH ZM,AX/HDG GALVANIZED CONNECTORS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153-CLA55 D OR SD& SCREWS WITH PROPRIETARY COATING, STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. USE THE FOLLOWING SPECIES AND MINIMUM GRADE: STUDS 4 COLUMNS HEM -FIR *2 Fc=1300 PSI OR STUD GRADE Fc=BOO PSI WALL PLATES 4 SILLS HEM -FIR *2 Fb=850 PSI ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (O&B). BOND CLASSIFICATION SHALL BE EXPOSURE 1' WHERE PROTECTED FROM THE WEATHER BOND CLASSIFICATION SHALL BE EXTERIOR' WHERE EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP, ENGINEERED WOOD PRODUCTS: LVL ENGINEERED WOOD SHALL BE MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-E& ESR-1351. ALTERNATE MANUFACTURER'S REQUIRE ENGINEER'S APPROVAL PRIOR TO FABRICATION. USE THE FOLLOWING MINIMUM GRADE: MICROLAM LVL: GRADE 2.OE± Fb = 2600 PSI GENERAL WOOD FRAMING NOTES: 1, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLES 11-13 IN ICC-E& EVALUATION REPORT ESR-1539, 2. PROVIDE CONTINUOUS 2x SOLID BLOCKING OR ENGINEERED LUMBER BLOCKING OR A RIM JOIST FOR FRAMING MEMBERS AT ALL SUPPORTS. 3. CURRENT IBC BUILDING CODES ARE AVAILABLE ONLINE FOR FREE PUBLIC ACCESS AT CODE&.ICC&AFE.ORG. FLOOR SHEATHING: APPLY PLYWOOD TO MATCH EXISTING THICKNESS (113/32'' MIN.) NAILED TO JOISTS WITH loci RING SHANK NAILS AT 6'' O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12'' O.G. ALONG INTERMEDIATE SUPPORTS. UNSUPPORTED PANEL EDGES SHALL BE TONGUE -AND -GROOVE OR BLOCKED. THE CUT EDGES OF EXISTING SHEATHING PANELS SHOULD BE BLOCKED. NEW FLOOR SHEATHING TO SPAN ACROSS A MINIMUM OF THREE SUPPORTS. EXISTING SHEATHING PANELS THAT ARE CUT SHALL STILL SPAN ACROSS A MINIMUM OF THREE SUPPORTS OR BE REPLACED. (APPLY GLUE OVER FLOOR JOISTS PRIOR TO INSTALLATION,) ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2022 0 0 WA m 0 ul N P Z �11 7 oz � �z M ate+ W oe 2 d ou Q a 0 W U ~ z Liw �'- D 0 z �4 - . w V, Li ;E J 0 uj N Z a ~ ci N z Q O Lu , T �^ Z M •� �LknC4 -- LU O 7! 1 W Z()(Im Z=� z o00�z 32. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. 6/8/2022 22122 WD 01.dwg Job No. 22122.00 0 0 PARTIAL SECOND FLOOR PLAIN/ Mum PARTIAL THIRD FLOOR PLAIN OMI, SCALE: 1/4" = 1'-0" 4 c 0 Ir 6 z H � NLL C '7 Y FF oZ 3 0 oU a�i 4 ;Z O N m n O O N 0) 5 I LO n M N 00 N � O L +� G C O s N O O Z — O p L2N N cV o �, Z N wW F-- LL Z o0 N — W = (n W LL. O laS H Q N Z H O � O O u- (Y z0 OLz U � POL� z (0(LOLu- OLOL 6/8/2022 22122 WD 01.dwg ALL INFORvIATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2022 2 co Job No. 22122.00 WALKWAY a 0 CONT. WATERPROOF MEMBRANE TEMPORARILY REMOVE PAVERS ON PEDESTALS TO PERFORM REPAIRS. REINSTALL PAVERS AND PEDESTALS ON 1/4" TYPE 20 DUROMETER NEOPRENE PADS FROM GARDICO R-36 RIGID INSULATION, FIT TIGHT, STAGGER AND SEAL ALL JOINTS NEW WATERPROOF MEMBRANE WHERE OCCURS, AND EXTEND UP WALL S" MIN., REF. PLAN EXIST. TJI, TYP. NEW LVL SISTER, REF. PLAN (2) LAYERS 5/8" TYPE 'X' GWB STAGGER JOINTS, TAPE ALL JOINTS. SEAL ALL PENETRATIONS, REF. NOTES ON THIS SHEET PAINT APPLIED PVA VAPOR BARRIER/PRIMER UNIT 214 SUSPENDED CEILING: REUSE EXIST. WIRE AND GRID SYSTEM. IF WIRE AND GRID SYSTEM IS DAMAGED OR REQUIRES REMOVAL TO PERFORM WORK, THEN USE 12 GA. WIRE AND HEAVY DUTY 'T' GRID SYSTEM PER ASCE 1-02 SECTION 9.6.2.6.2.2 FOR SCD D AND SEISMIC BRACE. FILL CAVITY BETWEEN GWB SUSPENDED CEILING WITH 3 1/2'' BATT INSULATION SECTION ❑1 SCALE: 1 1/2" = 1'-0" WALKWAY CUT TJI FLOOR JOIST BEYOND, ATTACH TO BLOCKING WITH 10d TOENAILS PANEL EDGE NAILING, TYP. PROVIDE TJI WEB FILLER AT BLOCKING ATTACHMENT EXIST. TJI, TYP. SIMPSON A35 CLIP, TYP. PROVIDE 2x BLOCKING AT FLOOR SHEATHING PANEL EDGE LVL SISTER, REF. PLAN PROVIDE NOTCHED BLOCKING AT ENDS OF CUT TJI FLOOR SHEATHING AND FLOOR SHEATHING PANEL EDGES (IF DIFFERENT) UNIT 310 (NO WORK) EXISTING PSL R-21 BATT INSULATION HANGER WIRE AND SEISMIC BRACE (1) LAYER 5/8" TYPE 'X' GWB FINISH CEILING, PAINT TO MATCH EXIST. UNIT 310 (NO WORK) EXISTING PSL PANEL EDGE NAILING EXIST. 2x NAILER 2x NAILER WITH 10d NAILS AT 6" O.C. AT NEW FLOOR SHEATHING UNIT 214 NOTES: SECTION 1. FINISHES, INSULATION, WATERPROOFING. ETC. NOT SCALE: 1 1/2" = 1'-0" SHOWN FOR CLARITY 2. FOR ADDITIONAL INFORMATION REF SECTION EXIST. 5/S" GWB TO REMAIN 2x6 WALL FRAMII AT 1(o" O.C. UNIT (NO WC (1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EA. SIDE OF DOUBLE ROW OF 2x(o WOOD STUDS 18" O.C. ON SEPARATE PLATES 1" APART WITH 2" LONG TYPE 'W' DRYWALL SCREWS AT 7" O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL BRACING REQ'D AT MID -HEIGHT. (LOAD -BEARING) TAPE, MUD, SAND, TEXTURE AND PAINT TO MATCH EXIST. UNIT 214 FIRE BLOCKING AT 10'-0" O.G. MAX 1-HOUR 12WELLING SEPARATION GA FILE NO. WP 3310 sr=CTioN ❑2 SCALE: 1 1/2'' = 1'-0" INACCESSIBLE AREA (NO WORK) R-21 BATT INSULATION, PROVIDE SUPPORT ON OPPOSITE SIDE TO PREVENT SAGGING EXIST. 2xro WOOD FRAMING UNIT 214 5/8" TYPE 'X' GWB, ATTACH WITH 2" LONG TYPE W DRYWALL SCREWS AT -1" O.C. TAPE, MUD, SAND, TEXTURE, PVA PRIME AND PAINT TO MATCH EXIST. SECTION ❑3 SCALE: 1 1/2'' = 1'-0" 6,gZz FLOOR SHEATHING, RE STRUCTURAL NOTES PC ATTACHMENTS AND SU CONDITIONS FASTEN LVL SISTER TC EXIST. PORTIONS OF T FLOOR JOIST WITH 10d AT 12 " O.C.AT TOP AN; BOTTOM CHORDS s Ct IoN 141 SCALE: 3" = 1'-0" NOTE: FINISHES, INSULATION, WATERPROOFING. ETC. NOT SHOWN FOR CLARITY Z 0 N N Z _ly LL �z .o' O z 3 ,?`` O v c) _4 U z p 2 Q o� o� o� O N Io SECT ION COLJ ^ OVED .� :R, REF. I 1" IISC. FENEti�TION NOTES: 1. HOLES FOR WIRING, METAL HVAC DUCTING, METAL OR MAXIMUM 2" DIAMETER PVC OR ABS PLUMBING PENETRATIONS IN TOP AND BOTTOM PLATES, FLOOR JOISTS, STUDS, ETC. THAT PASS THROUGH A HEATED SPACE TO AN UNHEATED SPACE OR INTO ANOTHER UNIT ARE TO BE SEALED WITH FIRE RATED EXPANDING FOAM (ABESCO FP200 OR 3M FIP 1-STEP) OR SEALANT (3M CP 25W5+ OR APPROVED EQUIVALENT) TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1419 WITH AN F RATING/T RATING NOT LESS THAN 1-HOUR. TYPICAL ALL FIRE RESISTIVE ASSEMBLIES. NOTE: EXPANDING FOAM BY ABESCO CANNOT BE USED WITH NON-COMBUSTIBLE PIPES (I.E. METAL) T RATING IS NOT REQUIRED FOR FLOOR/CEILING PENETRATIONS WHEN THE PENETRATION ARE LOCATED WITHIN A WALL ASSEMBLY ABOVE OR BELOW THE FLOOR/CEILING ASSEMBLY (IBC 114.5.1.2 EXCEPTION 1). 2. FOR ABS, PVC OR CPVC PIPE PENETRATIONS GREATER THAN 2" DIAMETER, USE HILTI FIRESTOP COLLAR OR 3M FIRE BARRIER ULTRA PLASTIC PIPE DEVICE OR APPROVED EQUIVALENT. 3. ANY GAPS THAT CANNOT BE FILLED IN ACCORDANCE WITH THE SEALANT MANUFACTURER'S INSTALLATION RECOMMENDATIONS SHALL BE SHALL BE FIREBLOCKED. 4. INSTALL FIRE RATED COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. WALL MEMBRANE PENETRATIONS SHALL BE PROTECTED BY EITHER: A. STEEL ELECTRICAL BOXES LOCATED IN FIRE -RESISTIVE RATED WALL ASSEMBLY SHALL NOT EXCEED 16 SQ. IN. PROVIDED THAT AGGREGATE AREA DOES NOT EXCEED 100 SQ. IN. IN 100 SQ. FT. OF WALL AREA. THE ANNULAR SPACE AROUND THE BOX SHALL NOT EXCEED 1/5". BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING METHODS ( IBC '114.42 EXCEPTION 1): 1) STAGGER BOXES ON THE OPPOSITE SIDE OF THE WALL 24", OR 2) FILL THE WALL CAVITY WITH ROCKWOOL OR MINERAL WOOL INSULATION AND SEPARATE BY A HORIZ. DISTANCE NOT LESS THAN THE WALL DEPTH, OR 3) BOTH BOXES ARE PROTECTED WITH LISTED PUTTY PADS. B. LISTED ELECTRICAL BOXES OF ANY MATERIAL LISTED FOR USE IN FIRE RATED WALL ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE ANNULAR SPACE AROUND THE BOX SHALL NOT EXCEED 1/8". BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING METHODS (IBC -114.4.2 EXCEPTION 2): 1) HORIZ. DISTANCE SPECIFIED BY THE MANUR, OR 2) BOTH BOXES ARE PROTECTED WITH LISTED PUTTY PADS. 6. FLOOR / CEILING MEMBRANE PENETRATIONS SHALL BE PROTECTED BY EITHER: A. STEEL ELECTRICAL BOXES OF ANY MATERIAL LISTED FOR USE IN FIRE RATED HORIZONTAL ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE ANNULAR SPACE AROUND THE BOX SHALL NOT EXCEED 1/8" (IBC 714.5.2 EXCEPTION 2). B. LISTED ELECTRICAL BOXES AND LIGHT FIXTURES OF ANY MATERIAL LISTED FOR USE IN FIRE RATED HORIZONTAL ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE ANNULAR SPACE AROUND THE BOX OR FIXTURE SHALL NOT EXCEED 1/5" (IBC -114.5.2 EXCEPTIONS 4 AND 8). -1. FIRE SPRINKLER PENETRATION THROUGH WALLS OR THE CEILING SHALL HAVE A MAXIMUM 1/0" ANNULAR SPACE AROUND THE PIPE. THE PIPE PENETRATION SHALL BE PROTECTED WITH A METAL ESCUTCHEON PLATE (IBC -114.4.2 EXCEPTION 5 AND -114B.2 EXCEPTION 50. ALL INFORh'IATION ON THIS DOCUMENT 18 THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECI-NOLOGIES, INC. © COPYRIGHT 2022 0 w W Z f4 04 J 3 � u- 0 = F a N Z ~ Lu 3 0 N Q) �o 0 �M � 00 �2 oLE 0 Z� 00 �(D N w tu W Z It m 6/a/2022 22122 WD 01.dwg Job No. 22122.00