site address: year built · project site possession sound mukilteo lighthouse diamond knot brewery...

A0.1 PROJECT SUMMARY & GENERAL NOTESA0.2 SITE PLANA0.2A SITE PLAN (ORIGINAL FOR REFERENCE ONLY)A0.3 LIGHTING SCHEDULE & SCOPE OF WORKA0.4 SITE PHOTOSA0.5 SITE PHOTOSA1.1 FIRST LEVEL FLOOR PLAN (BY OTHERS FOR

REFERENCE ONLY)A1.2 2ND, 3RD & 4TH LEVEL FLOOR PLAN (BY OTHERS FOR

REFERENCE ONLY)A1.3 ENLARGED PLANSA2.1 EXTERIOR ELEVATIONSA2.2 EXTERIOR ELEVATIONSA3.1 WALL/PAINT TYPE PLAN GROUND FLOOR (PLANS BY

OTHERS, FOR REFERENCE ONLY)A3.2 WALL/PAINT TYPE PLAN 2ND, 3RD & 4TH FLOOR

PLANS BY OTHERS, FOR REFERENCE ONLY)A4.1 DOOR DETAILSA5.1 DECK/WALKWAY/POOL DETAILSA7.1 WINDOW ACCENT DETAILSA7.2 WALL DETAILSA7.3 WALL DETAILSA8.1 ROOF DETAILSS0 STRUCTURAL NOTESS1 STRUCTURAL DETAILSS2 STRUCTURAL DETAILS1 OF 1 BOUNDARY & TOPOGRAPHIC SURVEY1 OF 1 RECORD OF SURVEY

LOSVAR CONDOMINIUMS HOUSES 30 RESIDENTIAL UNITS ON THEUPPER 3 FLOORS OF THE BUILDING WITH A PARKING GARAGE ONTHE GROUND FLOOR. THE BUILDING WAS CONSTRUCTED WITHBRICK MASONRY UNITS. THE BUILDING IS LOCATED ON THE SHORELINE OF THE PUGET SOUND BETWEEN THE FERRY TERMINAL ANDMUKILTEO LIGHTHOUSE PARK.

GENERAL SCOPE:

LOSVAR CONDOMINIUMS WILL BE RECEIVING DECORATIVE ANDSAFETY DESIGN UPGRADES TO THE BUILDING FACADE TOINCREASE CURB APPEAL AND PROPERTY VALUES. PROPOSEDDESIGN ELEMENTS ARE AS FOLLOWS: ROOFLINE ACCENT AT THEBUILDING PERIMETER (E, W, & S ELEVATIONS) THE ACCENT ISDESIGNED TO CONTAIN AND REINFORCE THE PAPAPET WALL FOREARTHQUAKE DAMAGE MITIGATION. REINFORCING "L" BRACKETWILL BE INSTALLED ON NORTH ELEVATION. PROJECTION ACCENTSAT WINDOWS ON THE SOUTH ELEVATION, NEW STANDING SEAMMETAL ROOFING, NEW SITE FENCING AROUND UTILITY EQUIPMENT,NEW CODE COMPLIANT GUARDRAILS AT ALL WALKWAYS ANDPRIVATE DECKS, NEW WALL/FENCE AT POOL AND BOAT STORAGE,NEW PAINT, NEW COMPOSITE CLADDING AT BMU BLOCK SCREENAT PARKING GARAGE ON SOUTH ELEVATION, AND NEW CONCRETEPOOL DECK.

CONTACT J2 BUILDING CONSULTANTS TO ARRANGE REVIEW AND / OR TESTING OF FOLLOWING ASSEMBLY SYSTEMS:(LIST MAY NOT INCLUDE ALL AREAS REQUIRING A REVIEW OF MOCK-UP INSTALLATIONS, ADDITIONALWEATHERIZATION ASSEMBLY SYSTEM MAY REQUIRE ADDITIONAL MOCK UPS AND WATER TESTING AS REQUESTED.

1) ALL FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT ITTO THE EXTERIOR.

2) ALL WALL PENETRATIONS SHALL BE TARGET FLASHED.

3) ALL WEATHER RESISTIVE BARRIERS SHALL HAVE POSITIVE LAPPING (SHINGLE STYLE) WHEN INSTALLED. LAPPING AND SEALING OFSEAMS AND JOINTS SHALL BE BY MANUFACTURER'S REQUIREMENTS.

4) ALL BUILDING INTERFACES SHALL BE FLASHED TO PREVENT MOISTURE FROM ENTERING THE WALL.

5) ALL HORIZONTAL HARD SURFACES SHALL HAVE CODE REQUIRED ADEQUATE SLOPING FOR DRAINAGE.

6) AFTER REMOVAL OF DAMAGED MATERIALS, TREAT ADJACENT SURFACES WITH FUNGICIDE AND ANTI-MICROBIAL (BORA-CARE + MOLDCARE) TYPICAL. SURFACES MUST BE DRY BEFORE COVERING. REFER TO SECTION 02 40 00 DEMOLITION MOISTURE DAMAGE

SITE ADDRESS: 610 FRONT ST, MUKILTEO WA 98275

YEAR BUILT: 1972

NO. OF BUILDINGS: 1

NO. OF UNITS: 31

OCCUPANCY: R-2 & S-2

CONSTRUCTION TYPE: III 1 HR NON SPRINKLERED

LEGAL DESCRIPTION: THE PORTION OF GOVERNMENT LOT 2, SECTION 4, TOWNSHIP 28NORTH, RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON,DESCRIBED AS FOLLOWS;BEGINNING AT A POINT WHICH BEARS SOUTH 75 DEGREES WEST ATA DISTANCE OF 1163 FEET NORTH AND 15 DEGREES WEST ADISTANCE OF 26 FEET FROM THE MEANDER POST AT THESOUTHWEST CORNER OF GOVERNMENT LOT 1, OF SECTION 33,TOWNSHIP 29 NORTH, RANGE 3 EAST W.M.; THENCE SOUTH 75DEGREES WEST A DISTANCE OF 304.15 FEET; THENCE NORTH 15DEGREES WEST A DISTANCE OF 102.18 FEET TO THE GOVERNMENTMEANDER LINE; THENCE FOLLOWING SAID MEANDER LINE NORTH 80DEGREES 30 FEET EAST A DISTANCE OF 306.12 FEET TO A POINTLYING NORTH 15 DEGREES WEST OF THE POINT BEGINNING; THENCESOUTH 15 DEGREES EAST A DISTANCE OF 64.43 FEET TO THE POINTOF BEGINNING.

TOGETHER WITH THAT PORTION OF THE TIDE LANDS OF THE SECONDCLASS IN FRONT OF SAID GOVERNMENT LOT 2 ABUTTING UPON THEFOLLOWING DESCRIBED PORTION OF THE ABOVE DESCRIBEDMEANDER LINE: BEGINNING ON SAID MEANDER LINE WHERE THENORTHERLY PROLONGATION OF THE EASTERLY LINE OFSUTHERLANDS PLAT, MUKILTEO, WASHINGTON, ACCORDING TO THEPLAT RECORDED IN VOLUME 2 OF PLATS PAGE 57, SNOHOMISHCOUNTY, WASHINGTON, INTERSECTS SAID MEANDER LINE RUNNINGTHENCE NORTH 81 DEGREES 31' EAST ALONG SAID MEANDER LINE ADISTANCE OF 175 FEET TO TERMINAL AND TOGETHER WITH THATPORTION OF SAID TIDE LANDS ABUTTING THE EASTERLY 50 FEET OFTHE ABOVE DESCRIBED REAL PROPERTY MEASURED ALONG THESOUTHERLY LINE THEREOF. SITUATE IN THE COUNTY OFSNOHOMISH, STATE OF WASHINGTON.

PARCEL NO. 005269000XXXXX (EACH UNIT HAS A SEPARATE PARCEL NUMBER)

CODES: NOT ALL CODES MAY BE APPLICABLE TO THE SCOPE OF WORK2015 INTERNATIONAL BUILDING CODE (IBC)2015 WASHINGTON STATE ENERGY CODE (WSEC)2015 UNIFORM PLUMBING CODE (UPC)2015 INTERNATIONAL MECHANICAL CODE (IMC)2015 INTERNATIONAL FUEL GAS CODE (IFGC)2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)CODES TO ADHERE TO WASHINGTON STATE AMENDMENTS

OWNER: LOSVAR CONDOMINIUM ASSOCIATION 610 FRONT ST MUKILTEO, WA 98275

CONTRACTOR: CHARTER CONSTRUCTION980 S. HARNEY STSEATTLE, WA 98108

CONSULTANT: J2 BUILDING CONSULTANTS, INC8425 44TH AVE W.MUKILTEO, WA 98275

MOCK UP AND TESTING MATRIX

GENERAL WATERPROOFING NOTES

GENERAL CONSTRUCTION NOTES PROJECT DESCRIPTION GENERAL NOTES

INDEX TO DRAWINGS PROJECT TEAM

SITE VICINITY MAPSCALE: NTS

1A0.1

1

D000

01

REVISION DELTA

KEY NOTE

F01 WINDOW TAG

DOOR TAG

W1 WALL TYPE

B0.0 GRID SYMBOL

101 ROOM NUMBER

NNORTH ARROW

TITLESCALE: NTS

1AX.X

AA800

AA800

ELEVATION TAG DETAIL TAG

SECTION TAG

AA800

DRAWING NUMBER

SHEET NUMBER

SCALE (NTS = NOT TO SCALE)

SYMBOLS INDICATED MAY OR MAY NOT BE IN USE WITHIN THIS GIVEN PROJECTTYPICAL ARCHITECTURAL SYMBOLS

1) THESE DRAWINGS DESCRIBE GENERAL REQUIREMENTS FOR WEATHERIZATION DETAILS. NO PROPOSED CHANGES TOCLADDING TYPES, COLORS, WALL ASSEMBLIES, AND THERMAL RESISTANCE VALUES. REFER TO ORIGINAL STRUCTURALENGINEERING DOCUMENTS FOR ANY STRUCTURAL CONCRETE, STEEL OR WOOD FRAMING REQUIREMENTS.

2) ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS, AND MANUFACTURER'S INSTRUCTIONS. REPORT ANY DISCREPANCIES TO CONSULTANT.

3) CONTRACTOR SHALL VERIFY CONDITIONS ON SITE BEFORE BEGINNING WORK AND REPORT ANY DISCREPANCIES TOCONSULTANT.

4) THE CONTRACTOR SHALL BE FAMILIAR w/ THESE DRAWINGS AND DETAILS AND SHALL ENSURE THAT THEIR WORKERS HAVE THE EXPERIENCE, TRAINING AND SKILLS REQUIRED TO EXECUTE THE WORK.

5) SUBMIT REQUEST FOR INFORMATION (RFI) TO THE CONSULTANT. SUBMIT ANY CHANGES IN THE CONTRACT VALUE IN THEFORM OF A CHANGE ORDER PROPOSAL TO THE CONSULTANT.

6) NOTIFY CONSULTANT OF WORK SCHEDULE AND ACTIVITIES. PROVIDE SPECIAL CONSIDERATION FOR NOISY OPERATIONS,INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. PROTECT LANDSCAPING & FIXTURES.

7) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER IMAGES AND ILLUSTRATIONS.

8) ALL LUMBER SIZES INDICATED ARE NOMINAL UNLESS DIMENSIONED OR NOTED OTHERWISE.

9) EXTERIOR SHEATHING & FRAMING REPAIRS SHALL REQUIRE INSPECTIONS. COORDINATE INSPECTIONS WITH BUILDING OFFICIALS PRIOR TO COVERING.

10) DO NOT INSTALL DAMAGED OR DEFECTIVE MATERIAL(S).

11) LAP WEATHER RESISTANT BARRIER OVER VERTICAL FLASHING/SAMF A MIN OF 4". UNLESS NOTED OTHERWISE.

12) REFER TO MATERIAL DATA SHEETS AND MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLING ANY NEW MATERIALS

13) PROVIDE; A) 2” MIN CLEAR @ ALL CLADDING TO HORIZONTAL HARD SURFACES B) 6" MIN CLEAR @ ALL FRAMING TO FINISH GRADE

14) EXPOSED FASTENERS SHALL BE SEALED OR GASKETED. INSTALL & LOCATE ALL FASTENERS PER SMACNA.

15) HEM METAL FLASHING DRIP EDGES, TYPICAL. PROVIDE FULLY SOLDERED JOINTS IN SECTIONS OF FLASHING JOINED TOGETHER AS INDICATED ON DRAWINGS.

16) PROVIDE GALVANIC SEPARATION MATERIAL BETWEEN DISSIMILAR METALS.

17) NOTIFY THE CONSULTANT OF ANY PREVIOUSLY UNDISCOVERED DAMAGE, DEFICIENCIES OR THREATS THAT COMPROMISETHE FIRE AND/OR LIFE SAFETY OF THE BUILDING OCCUPANTS.

18) CONTRACTOR SHALL PROMPTLY REPORT ANY ACCIDENTAL DAMAGE AT NO ADDITIONAL COST TO THE OWNER.

19) CONTRACTOR SHALL REMOVE DEBRIS AND TRASH FROM THE SITE IMMEDIATELY. DISPOSE OF LEGALLY. KEEP THEBUILDING AND GROUNDS CLEAN AND FREE OF REFUSE AT ALL TIMES.

20) CONTRACTOR SHALL DOCUMENT PRE-EXISTING CONDITIONS FOR REFERENCING DURING NEW CONSTRUCTION.

21) CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DISCOVERED MICROBIAL GROWTH DURING THE COURSE OF WORK.

22) ALL MATERIALS AND COMPONENTS ARE TO BE NEW UNLESS NOTED OTHERWISE

REQUIRED MOCK UPS: COORDINATION OF INSTALLATION NOTES:

1. ALL MATERIALS TO BE USED FOR MOCK-UPMUST BE SUBMITTED FOR REVIEW ANDAPPROVAL BY DESIGN PROFESSIONALBEFORE USE.

2. MOCK-UP REVIEW SHALL CONSIST OF ASTEP BY STEP INSTALLATION SEQUENCINGDONE ON SITE.

3. IN PLACE MOCK-UPS MUST BE PERFORMEDBY PERSONNEL WHO WILL BE DOING THEACTUAL INSTALLATION.

4. WATER TESTING AT WINDOWS AND DOORSSHALL BE PERFORMED PRIOR TO FULLSIDING INSTALLATION. TEMPORARY SIDINGIMITATING INSTALLED CONDITION SHALL BEUTILIZED TO IMITATE FINAL INSTALLATION.

5. CONTACT J2 48 HOURS PRIOR TO SCHEDULEMOCK UPS AND TESTING. MOCK UP ANDTESTING SHALL BE INCLUDED INCONTRACTORS OVERALL CONSTRUCTIONSCHEDULE.

6. LIST MAY NOT INCLUDE ALL ITEMSREQUIRING MOCK UP REVIEW. ADDITIONALMOCK UPS AND/OR WATER TESTING MAY BEREQUESTED AS REQUIRED BY BUILDINGENVELOPE CONSULTANT OF RECORD.

NOTES:1. PROVIDE EXTERIOR PRODUCT SUBMITTALS FOR REVIEW AND APPROVAL BY J2 PRIOR TO INSTALLATION.2. WATER TESTING MAY BE REQUIRED BY CONSULTANT.

BASE OF WALL FLASHING AND SIDINGSIDING PENETRATIONS

DECK COATING & FLASHINGS

YESNO

YES

DOOR INSTALLATION YES

WALL MEMBRANES, RAINSCREEN,BASIC SIDING & TRIM YES

JOINT BACKER ROD & SEALANTPULL TESTS YES

PAINT SCHEME DISPLAYING ALLSELECTED COLORS YES

EXTERIOR LIGHTING YES

TOP OF WALL FLASHINGS YES

WINDOW SPRAY TESTING NO

DAMAGE REPAIR YES

PAINTING & PREP YES

BELLY BAND & TRIM DRIP EDGEFLASHING YES

PAVER INSTALLATION

WINDOW INSTALLATION

YES

NO

ROOF TO WALL YESROOF UNDERLAYMENT YESROOF FLASHINGS YESSHINGLE INSTALLATION NO

PROJECT SITE

POSSESSION SOUND

MUKILTEO LIGHTHOUSE

DIAMONDKNOTBREWERY

IVAR'S FISHBAR

MUKILTEOFERRY

FRONT STREET

MUKILTEO SPEEDWAY

CONCRETE INSTALLATION YES

N

PROJECT SUMMARY

& GENERAL NOTES

A0.1

Sheet Title:

Project Title:

Scale: As Noted

0526001

Issue Date:

Job #:

04/27/2020Sheet Number:

NOTES:1. CONTRACTOR IS RESPONSIBLE

FOR FIELD VERIFICATION OFSIZING AND QUANTITIES OF ALLCOMPONENTS.

2. MOCK UP REVIEW OF ALLEXTERIOR ASSEMBLIESREQUIRED BEFORE INSTALLATION.

3. DRAWINGS ARE DIAGRAMMATICONLY AND ARE NOT TO BE USEDFOR TAKE OFF QUANTITIES.

Copyright ã 2018 All rights reserved.

J2 Building Consultants, Inc.

Revisions:

DescriptionDate#

PERMIT SET

LOSVAR

CONDOMINIUM

610 Front StMukilteo, WA 98275

Drawn By:Checked By:

NKC/JMMBDF

8425 44th Ave. W.Mukilteo, WA 98275Tel 425.774.5600Fax 425.774.5661

www.J2Consultants.com

The undersigned has provided buildingenclosure documents that in my professional

judgement are appropriate to satisfy therequirements of RCW 64.55.005 through

64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

skress

Received

FRONT STMUKILTEO

LIGHTHOUSEPARK

525/MUKILTEO SPEEDWAY

MUKILTEO FERRY

DIAMONDKNOT

BREWERY

IVAR'S FISH BAR

PROJECT SITE

SITE PLAN

A0.2

N

SCALE:

SITE PLAN

1

NTS

A0.2

Sheet Title:

Project Title:

Scale: As Noted

0526001

Issue Date:

Job #:








Revisions:

DescriptionDate#

PERMIT SET

LOSVAR

CONDOMINIUM



NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SITE PLAN

(ORIGINAL FOR

REFERENCE ONLY)

A0.2A

N

SCALE:

SITE PLAN (ORIGINAL FOR REFERENCE ONLY)

1

1"= 20'-0"

A0.2A

Sheet Title:

Project Title:

Scale: As Noted

0526001

Issue Date:

Job #:








Revisions:

DescriptionDate#

PERMIT SET

LOSVAR

CONDOMINIUM



NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

LIGHTING SCHEDULE &

SCOPE OF WORK

A0.3

Sheet Title:

Project Title:

Scale: As Noted

0526001

Issue Date:

Job #:








Revisions:

DescriptionDate#

PERMIT SET

LOSVAR

CONDOMINIUM



NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SCALE:

SOUTH ELEVATION - CENTER FACE

1

NTS

A0.4

SCALE:

SOUTH ELEVATION - CENTER FACE

2

NTS

A0.4

SCALE:

SOUTH ELEVATION - WEST CORNER

3

NTS

A0.4

DESCRIPTION OF WORK01

INSTALL NEW ROOFLINE PROJECTION AT PERIMETER OF BUILDING PERDESIGN DOCS AT PLAN E, W, & S ELEVATIONS ONLY

02 REPLACE EXISTING CLAY TILE ROOFS WITH NEW UNDERLAYMENT ANDSTANDING SEAM METAL ROOF.

03 REMOVE CONCRETE PLANTERS AND WALKWAY GUARDRAILS, REPLACE WITHSURFACE MOUNTED DOUBLE TOP RAIL PICKET STYLE GUARDRAILS

04 UNIT ENTRY DOORS TO REMAIN

05ON SOUTH ELEVATION, PAINT EXISTING DECORATIVE CMU PER DESIGNDOCS. INSTALL COMPOSITE WOOD PLANKS OVER PAINTED FURRING STRIPSOVER DECORATIVE CMU.

06 PAINT ALL EXISTING BMU VENEER PER DESIGN DOCS

07 REPAIR CRACKS AT EXISTING STUCCO AND PAINT PER DESIGN DOCS

08 PAINT ALL NON ENTRY UNIT DOORS TO MATCH ADJACENT WALL

09 REMOVE AND REINSTALL BUILDING ENTRANCE SYSTEM RECESSED INTOCOLUMN. INSTALL NEW COMPOSITE WOOD SURROUND

10 PREP/SEAL AND PAINT METAL TRIM TO REMOVE AND PREVENT RUST

11 REMOVE EXISTING BIRD WIRE AND COPING AT ROOF. NEW ROOFLINEPROJECTION TO HAVE EXTENSION AND ACT AS NEW COPING.

12REMOVE AND REINSTALL LOGO AND ADDRESS LETTERING. INSTALLBUILDING ADDRESS NUMBERS AT 4TH FLOOR OF SE CORNER, LIGHT FIXTURETO BE INSTALLED ABOVE NUMBERS

13 REMOVE AND REPLACE WALL SCONCES AT UNIT ENTRY WALKWAYS

14

REMOVE EXISTING METAL GATES AT ALL UNIT ENTRIES. INSTALL NEW TOPMOUNT DOUBLE TOP RAIL PICKET RAILINGS AT UNIT ENTRIES IN SAMELAYOUT AS EXISTING METAL GATES. DO NOT INCLUDE SWING GATE IN NEWASSEMBLY. UNITS WITHOUT METAL GATES WILL NOT RECEIVE RAILINGS.PATCH WALLS, CEILINGS AND TRAFFIC COATING AS REQUIRED.

15 REPLACE POOL SEATING AT POOL FENCING WITH CONCRETE WALL ANDGLASS RAILINGS

16

REMOVE EXISTING METAL GATE AND METAL PANELS AT ENTRY VESTIBULE.PATCH/REPAIR BMU, CEILING AND CONCRETE SLAB AS REQUIRED. REPLACEEXISTING MAIN ENTRANCE DOOR WITH METAL DOOR. INSTALL SIDELIGHTSWITH WINDOW PRIVACY FILM AT EA. SIDE OF MAIN ENTRANCE DOOR. NEW 90MIN RAGED DOOR AND FRAME FROM LOBBY TO PARKING GARAGE. DOOR TOHAVE WINDOW. (NOT SHOWN)

17 INSTALL PROJECTION AROUND WINDOWS ON BOTH SIDES OF SOUTHELEVATION PER ELEVATIONS AND DESIGN DOCS

18 REMOVE EXISTING JULIETTE RAILINGS ON WINDOWS. INSTALL LIMITERS ONWINDOWS WHERE SILLS ARE LESS THAN 36" AFF

19 REMOVE EXISTING CEILING MOUNTED LIGHT FIXTURES IN POOL AREA.INSTALL NEW SURFACE MOUNTED LIGHT FIXTURES

20REPLACE CHAIN LINK FENCE WITH COMPOSITE WOOD GATE PER DESIGNDOCS. GATES/FENCE TO BE INSTALLED IN SAME CONFIGURATION ANDLOCKING CAPABILITIES, UNO.

21 REPLACE EXISTING RAILINGS ON PRIVATE DECKS WITH TOP MOUNT GLASSGUARDRAILS PER DESIGN DOCS

22 REMOVE DECORATIVE CMU WALLS AT EAST ELEVATION. REMOVE CHAIN LINKFENCE AROUND UTILITY BOXES AT EAST ELEVATION

23

INSTALL WOOD COMPOSITE FENCE WITH LOCKABLE SWING GATE AT EASTELEVATION. FENCE/GATE TO BE INSTALLED IN SAME CONFIGURATION ASEXISTING CHAINLINK FENCE. NEW COMPOSITE FENCE TO EXTEND AROUNDUTILITY BOXES TO EXISTING ROLLING COIL DOOR

24 ROLLING COIL DOOR TO REMAIN

25 INSTALL FIBER CEMENT PANELS OVER EXISTING RIGID INSULATION ATUNDERSIDE OF PRIVATE DECKS AT POOL AREA

26

REMOVE EXISTING ECOLOGY BLOCKS AND CHAIN LINK FENCE. INSTALL 36"HCAST IN PLACE CONCRETE WALL WITH REINFORCEMENT PER DESIGN DOCS.INSTALL PICKET STYLE RAILINGS ABOVE CONCRETE WALL, MAKING ANOVERALL HEIGHT OF 7'H.

27 INSTALL PICKET STYLE SWING OR SLIDING GATE AT BOAT LAUNCH DOCK

28

REMOVE EXISTING POOL WALL AND BENCH. CUT DOWN EXISTING STEMWALL AS REQUIRED AND INSTALL NEW POURED CONCRETE WALL 36"H AFFWITH GLASS RAILINGS INSTALLED ON TOP, MAKING AN OVERALL HEIGHT OF9'H. GLASS AT WEST ELEVATION TO BE FROSTED. INSTALL NEW DOUBLELOCKING GLASS SWING DOORS FROM POOL TO BOAT STORAGE, ONE SWINGDOOR WITH SIDE LIGHT FROM POOL TO PRIVATE DOCK AND ONE SWINGDOOR FROM POOL TO WEST ELEVATION - GLASS TO BE FROSTED. LOCKS TOBE PART OF BUILDING KEYFOB SYSTEM

29 AT SECOND LEVEL LARGE PRIVATE DECKS, INSTALL DOUBLE TOP RAILPICKET STYLE TOP MOUNTED GUARDRAILS BETWEEN PRIVATE DECKS

30 REMOVE EXISTING CONCRETE SLAB AT POOL AREA. POUR NEW CONCRETETOPPING SLAB. POOL COPING TILE TO REMAIN.

31 RELOCATE POOL HEATER TO CORNER OF POOL AREA

32 INSTALL PARAPET REINFORCING AT PLAN NORTH ELEVATION ONLY. INSTALLNEW COPING OVER BRACING

33 DOOR AND FRAME FROM LOBBY TO PARKING GARAGE (NOT SHOWN) TO BEREMOVED AND REPLACED WITH NEW 90 MIN RATED DOOR WITH WINDOW.

SCALE:

EAST ELEVATION

4

NTS

A0.4

SCALE:

BOAT STORAGE ACCESS

5

NTS

A0.4

SCALE:

BOAT STORAGE

6

NTS

A0.4

SCALE:

POOL AREA

7

NTS

A0.4

05 05

0301

16

06

17

18

23 24

28

25

31

30

21

26

15

07

11

26

28

06

01 01

08

20

04

14

18

21

22

01

27

28

19

SCALE:

POOL AREA

8

NTS

A0.4

SCALE:

UNIT ENTRY - TYPICAL

9

NTS

A0.4

13

01

02

12

SITE PHOTOS

A0.4

Sheet Title:

Project Title:

Scale: As Noted

0526001

Issue Date:

Job #:








Revisions:

DescriptionDate#

PERMIT SET

LOSVAR

CONDOMINIUM



NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

29

SCALE:

SOUTH ELEVATION - EAST CORNER

1

NTS

A0.5

SCALE:

MAIN ENTRANCE

2

NTS

A0.5

SCALE:

NORTH EAST CORNER

3

NTS

A0.4

SCALE:

POOL SOFFIT

4

NTS

A0.5

SCALE:

BUILDING ENTRY - ENTRANCE SYSTEM

5

NTS

A0.5

610

16

02

12

1009

25

32

DESCRIPTION OF WORK01

INSTALL NEW ROOFLINE PROJECTION AT PERIMETER OF BUILDING PERDESIGN DOCS AT PLAN E, W, & S ELEVATIONS ONLY

02 REPLACE EXISTING CLAY TILE ROOFS WITH NEW UNDERLAYMENT ANDSTANDING SEAM METAL ROOF.

03 REMOVE CONCRETE PLANTERS AND WALKWAY GUARDRAILS, REPLACE WITHSURFACE MOUNTED DOUBLE TOP RAIL PICKET STYLE GUARDRAILS

04 UNIT ENTRY DOORS TO REMAIN

05ON SOUTH ELEVATION, PAINT EXISTING DECORATIVE CMU PER DESIGNDOCS. INSTALL COMPOSITE WOOD PLANKS OVER PAINTED FURRING STRIPSOVER DECORATIVE CMU.

06 PAINT ALL EXISTING BMU VENEER PER DESIGN DOCS

07 REPAIR CRACKS AT EXISTING STUCCO AND PAINT PER DESIGN DOCS

08 PAINT ALL NON ENTRY UNIT DOORS TO MATCH ADJACENT WALL

09 REMOVE AND REINSTALL BUILDING ENTRANCE SYSTEM RECESSED INTOCOLUMN. INSTALL NEW COMPOSITE WOOD SURROUND

10 PREP/SEAL AND PAINT METAL TRIM TO REMOVE AND PREVENT RUST

11 REMOVE EXISTING BIRD WIRE AND COPING AT ROOF. NEW ROOFLINEPROJECTION TO HAVE EXTENSION AND ACT AS NEW COPING.

12REMOVE AND REINSTALL LOGO AND ADDRESS LETTERING. INSTALLBUILDING ADDRESS NUMBERS AT 4TH FLOOR OF SE CORNER, LIGHT FIXTURETO BE INSTALLED ABOVE NUMBERS

13 REMOVE AND REPLACE WALL SCONCES AT UNIT ENTRY WALKWAYS

14

REMOVE EXISTING METAL GATES AT ALL UNIT ENTRIES. INSTALL NEW TOPMOUNT DOUBLE TOP RAIL PICKET RAILINGS AT UNIT ENTRIES IN SAMELAYOUT AS EXISTING METAL GATES. DO NOT INCLUDE SWING GATE IN NEWASSEMBLY. UNITS WITHOUT METAL GATES WILL NOT RECEIVE RAILINGS.PATCH WALLS, CEILINGS AND TRAFFIC COATING AS REQUIRED.

15 REPLACE POOL SEATING AT POOL FENCING WITH CONCRETE WALL ANDGLASS RAILINGS

16

REMOVE EXISTING METAL GATE AND METAL PANELS AT ENTRY VESTIBULE.PATCH/REPAIR BMU, CEILING AND CONCRETE SLAB AS REQUIRED. REPLACEEXISTING MAIN ENTRANCE DOOR WITH METAL DOOR. INSTALL SIDELIGHTSWITH WINDOW PRIVACY FILM AT EA. SIDE OF MAIN ENTRANCE DOOR. NEW 90MIN RAGED DOOR AND FRAME FROM LOBBY TO PARKING GARAGE. DOOR TOHAVE WINDOW. (NOT SHOWN)

17 INSTALL PROJECTION AROUND WINDOWS ON BOTH SIDES OF SOUTHELEVATION PER ELEVATIONS AND DESIGN DOCS

18 REMOVE EXISTING JULIETTE RAILINGS ON WINDOWS. INSTALL LIMITERS ONWINDOWS WHERE SILLS ARE LESS THAN 36" AFF

19 REMOVE EXISTING CEILING MOUNTED LIGHT FIXTURES IN POOL AREA.INSTALL NEW SURFACE MOUNTED LIGHT FIXTURES

20REPLACE CHAIN LINK FENCE WITH COMPOSITE WOOD GATE PER DESIGNDOCS. GATES/FENCE TO BE INSTALLED IN SAME CONFIGURATION ANDLOCKING CAPABILITIES, UNO.

21 REPLACE EXISTING RAILINGS ON PRIVATE DECKS WITH TOP MOUNT GLASSGUARDRAILS PER DESIGN DOCS

22 REMOVE DECORATIVE CMU WALLS AT EAST ELEVATION. REMOVE CHAIN LINKFENCE AROUND UTILITY BOXES AT EAST ELEVATION

23

INSTALL WOOD COMPOSITE FENCE WITH LOCKABLE SWING GATE AT EASTELEVATION. FENCE/GATE TO BE INSTALLED IN SAME CONFIGURATION ASEXISTING CHAINLINK FENCE. NEW COMPOSITE FENCE TO EXTEND AROUNDUTILITY BOXES TO EXISTING ROLLING COIL DOOR

24 ROLLING COIL DOOR TO REMAIN

25 INSTALL FIBER CEMENT PANELS OVER EXISTING RIGID INSULATION ATUNDERSIDE OF PRIVATE DECKS AT POOL AREA

26

REMOVE EXISTING ECOLOGY BLOCKS AND CHAIN LINK FENCE. INSTALL 36"HCAST IN PLACE CONCRETE WALL WITH REINFORCEMENT PER DESIGN DOCS.INSTALL PICKET STYLE RAILINGS ABOVE CONCRETE WALL, MAKING ANOVERALL HEIGHT OF 7'H.

27 INSTALL PICKET STYLE SWING OR SLIDING GATE AT BOAT LAUNCH DOCK

28

REMOVE EXISTING POOL WALL AND BENCH. CUT DOWN EXISTING STEMWALL AS REQUIRED AND INSTALL NEW POURED CONCRETE WALL 36"H AFFWITH GLASS RAILINGS INSTALLED ON TOP, MAKING AN OVERALL HEIGHT OF9'H. GLASS AT WEST ELEVATION TO BE FROSTED. INSTALL NEW DOUBLELOCKING GLASS SWING DOORS FROM POOL TO BOAT STORAGE, ONE SWINGDOOR WITH SIDE LIGHT FROM POOL TO PRIVATE DOCK AND ONE SWINGDOOR FROM POOL TO WEST ELEVATION - GLASS TO BE FROSTED. LOCKS TOBE PART OF BUILDING KEYFOB SYSTEM

29 AT SECOND LEVEL LARGE PRIVATE DECKS, INSTALL DOUBLE TOP RAILPICKET STYLE TOP MOUNTED GUARDRAILS BETWEEN PRIVATE DECKS

30 REMOVE EXISTING CONCRETE SLAB AT POOL AREA. POUR NEW CONCRETETOPPING SLAB. POOL COPING TILE TO REMAIN.

31 RELOCATE POOL HEATER TO CORNER OF POOL AREA

32 INSTALL PARAPET REINFORCING AT PLAN NORTH ELEVATION ONLY. INSTALLNEW COPING OVER BRACING

33 DOOR AND FRAME FROM LOBBY TO PARKING GARAGE (NOT SHOWN) TO BEREMOVED AND REPLACED WITH NEW 90 MIN RATED DOOR WITH WINDOW.

33

SITE PHOTOS

A0.5

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64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

FIRST LEVEL FLOOR

PLAN (BY OTHERS FOR

REFERENCE ONLY)

A1.1

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Scale: As Noted

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SCALE:

GROUND LEVEL FLOOR PLAN (BY OTHERS, FOR REFERENCE ONLY)

1

NTS

A1.1

GENERAL NOTES:· CONTRACTOR TO FIELD VERIFY CONDITIONS AND DIMENSIONS

NPLAN

1

A1.3

3

A1.3

DOUBLE GLASS DOOR, SELFCLOSING, DOOR SHOWN

DASHED TO HAVE LOCKINGPIN AT BASE

GLASS DOOR, SELFCLOSING, TO BEFROSTED GLASS

DOUBLE GLASS DOOR,SELF CLOSING

ALL DOORS AT POOL TO HAVE KEY FOBLOCK SYSTEM

DOOR AND FRAME TO BE REPLACED WITH NEW 90 MIN METAL DOOR WITH 8 X 32"WINDOW

2ND LEVEL FLOOR PLAN

(BY OTHERS FOR

REFERENCE ONLY)

A1.2

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SCALE:

2ND, 3RD & 4TH LEVEL FLOOR PLAN (BY OTHERS, FOR REFERENCE ONLY)

1

NTS

A1.3


NPLAN

ROOF LINE PROJECTION OVER PARAPETREINFORCEMENT, AT ROOF LINE ONLY

LOBBY

GENERAL NOTE: NEW DOOR AND SIDELIGHTS TO FIT INTOEXISTING DOOR/SIDELIGHT OPENING. FIELD VERIFY DIMENSIONS.

2

A1.3

3'-6"

WINDOW FILM, 2" BORDER OFGLASS AT PERIMETER OFSIDELIGHTS, FILM TO BEINSTALLED ON LOBBY SIDEOF GLASS

2"

2"

7'-4" VFY

GENERAL NOTE: NEW DOOR ANDSIDELIGHTS TO FIT INTO EXISTINGDOOR/SIDELIGHT OPENING. FIELDVERIFY DIMENSIONS.

FIBER CEMENT TRIM PERDESIGN DOCS

BOAT STORAGE BOAT STORAGE BOAT STORAGE

PARKING GARAGE

BOAT LAUNCH DOCK

POOLAREA

EDGE OF EXISTING CONCRETE SLAB, TYP.NEW PARTIAL HEIGHT REINFORCEDCONCRETE WALL, REFER TOSTRUCTURAL

NEW TOP MOUNT, PICKET STYLEGUARDRAIL

LOCKING BEACH ACCESS GATE

LOCKING BOAT LAUNCH GATE

LOCKING BEACHACCESS GATE

MATCH EX.MATCH EX.

MATC

H EX

.

ALIG

N

WALL THICKNESS NOT TO PROJECT FURTHER THANPARKING GARAGE ENTRANCE FOR BOAT ACCESS,CONTACT ARCHITECT IF CONDITION ARISES

ENLARGED PLANS

A1.3

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64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON


NPLAN

SCALE:

MAIN ENTRANCE EXTERIOR VESTIBULE ENLARGED PLAN

1

1/4" = 1'-0"

A1.3

SCALE:

MAIN ENTRANCE ELEVATION

2

1/4" = 1'-0"

A1.3

NPLAN

SCALE:

BOAT STORAGE ENLARGED PLAN

3

1/4" = 1'-0"

A1.3

TYP

TYP

TYP

TYP

TYP

TYP

TYP TYP

TYP TYP

TYPTYP

TYP

NOTSHOWNFORCLARITY

D1

W7

W6

W6

W6

W7

W7

W18 W3R1

F2

F4W6

R4

D3

D1D1

P1

P2

W15 W15 W7 R5

TYP

R2

L3

TYP

W10

4'-6"

TYP

TYP TYP

TYP

TYP (NOT SHOWNFOR CLARITY

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYPTYP

TYP TYP

TYP

TYP TYP

TYP (NOT SHOWNFOR CLARITY

TYP

TYP TYP

TYP

4'-6"

610

TYP

F1

F2 W1 W1

W3 W3

R1 R1W4D1

F5

F3

F4

W7

W7

W7

W9

W6

W6

W6

W7

W7

W7

W9

W6

W6

W6

W6W8

W8

W6 D1

F3

W8

W6 W6

R2

D2

R2R2

F3

D2

W6

W6

W6

W10

W2

R1

W8

R4

TYP

R3 R3R2 R2 R3

D4D4

A7.1

TYP

W8

F1

L1

L2

TYP

EXTERIOR

ELEVATIONS

A2.1

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64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SCALE:

NORTH ELEVATION - WATERFRONT

2

NTS

A2.1

SCALE:

SOUTH ELEVATION - FRONT ENTRANCE

1

NTS

A2.1


TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

R2 F2

F4

W7

W6

W6

W6

W7

W7

W7

D2

R4

P2

R1

D1

D3

R3

F1

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP TYP

W7

W7

W7

W6

W6

W6

W7

F4

F2 R4

P2

R2 R3

EXTERIOR

ELEVATIONS

A2.2

SCALE:

EAST ELEVATION - WATERFRONT

1

NTS

A2.2

SCALE:

WEST ELEVATION

2

NTS

A2.2

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Scale: As Noted

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64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON


W9

W3 W3 W3 W3

W8W8

W8 W8

W15

W7

W9

W3 W3

W8

W3

W8

W3

W8

W3

W8

W3

W8

W3

W8

W8W8

W13

W13

W14

W7

W7

W17

W16

W18

W18

W18 W18 W18 W18 W18 W18 W18 W18W18

W16 W16 W16 W16 W16 W16 W16

W18 W18

W16 W16 W16

NOTE:GC TO FIELD VERIFY ALL SUBSTRATES AND MODIFYPAINT TYPE AND PRIMER PER SPECIFICATION CALLOUTS. CONTACT J2 IF CONDITIONS VARY

A3.1

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SCALE:

WALL/PAINT TYPE PLAN GROUND FLOOR

1

NTS

A3.1

PLAN BY OTHERS - PLAN TO BEUSED FOR PAINT LOCATIONS ONLY

WALL/PAINT TYPE PLAN

GROUND FLOOR (PLANS

BY OTHERS, FOR

REFERENCE ONLY)

NPLAN

W1 & W10W6 - ACCENT BRICK BANDW7 - FIELD FLOORS 2,3 & 4

W6

W7

W6

W6

W7

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECKW6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6

W6

W6

W6

W6

W6

W6W6

W6 AT EDGE OF DECKW6

W7

W7

W7

W7

W7

W7W7

W6

W6

W6

W7

W7

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W6 AT EDGE OF DECK

W7

W7

W7

W7

W6 - ACCENT BRICK BANDSW7 - FIELD FLOORS 2,3 & 4

W8

W6W6

W6

W6

W6

W6 - FIELD AND ACCENT BANDSAT FLOORS 2,3, & 4

W8

W8

W6 W6 W6 W6 W6 W6

W6 - WALKWAY EDGE, TYP.W6 - WALKWAY EDGE, TYP.

W7

W1 & W10 W6 - FIELD AT FLOORS 2,3, & 4

W13

W13

NOTE:W11 & W12 NOT SHOWN: REFER TO SPECIFICATIONS

GC TO FIELD VERIFY ALL SUBSTRATES AND MODIFYPAINT TYPE AND PRIMER PER SPECIFICATION CALLOUTS. CONTACT J2 IF CONDITIONS VARY

W4

WALL/PAINT TYPE PLAN

2ND, 3RD & 4TH FLOORS

(PLANS BY OTHERS, FOR

REFERENCE ONLY)

A3.2

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

SCALE:

WALL/PAINT TYPE PLAN 2ND, 3RD & 4TH FLOOR

1

NTS

A3.2

PLAN BY OTHERS - PLAN TO BEUSED FOR PAINT LOCATIONS ONLY

NPLAN

1 A4.1 DOOR HEADER ID: SCALE: NTS

PATCH/REPAIR INTERIORGWB AS REQUIRED

2 A4.1 DOOR JAMB ID: SCALE: NTS

WINDOW FRAME PER DESIGN DOCS

BACKER ROD & SEALANT PER DESIGN DOCS

EX. STUCCO

FIBER CEMENT TRIM PER DESIGN DOCS

PATCH/REPAIR INTERIOR GWB AS REQUIRED

SEALANT PER DESIGN DOCS, TYP.

SEALANT PER DESIGN DOCS, TYP.

WINDOW FRAME PER DESIGN DOCS

FIBER CEMENT TRIM PER DESIGN DOCS

EX. STUCCO

BACKER ROD & SEALANT PER DESIGN DOCS

6 A4.1 UNUSED ID: SCALE: NTS5 A4.1 UNUSED ID:

SCALE: NTS4 A4.1 UNUSED ID: SCALE: NTS

9 A4.1 UNUSED ID: SCALE: NTS8 A4.1 UNUSED ID:

SCALE: NTS7 A4.1 UNUSED ID: SCALE: NTS

3 A4.1 SWING DOOR SILL FLUSH TRANSITION - CONCRETE ID: 456SCALE: NTS

2"

INTERMITTENT PVC SHIM

SAF BUTYL

24ga. BONDERIZED SOLDERED METAL PAN W/ END DAMS ANDBACK DAM. EMBED PAN IN SEALANT; PROVIDE A CONTINUEDHORIZONTAL LEG W/ HEMMED EDGE, SET IN SEALANT W/MANUF. PRIMER

SET THRESHOLD ON BED OF SEALANT AT BACK OF SILL PAN;ENSURE COMPRESSION OF SEALANT WHEN INSTALLINGTHRESHOLD

NEW OR EXISTING DOOR PER DESIGN DOCS

SEALANT BETWEEN SAF AND DOOR PAN, TYP.

CONC. SLAB ON GRADE

3/4"

DOOR

DETAILS

A4.1

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

1 A5.1 POOL DECK EDGE ID: SCALE: NTS 2 A5.1 TYPICAL GUARDRAIL ATTACHMENT AT DECKS AND WALKWAYS ID:

SCALE: NTS

PRE FAB GUARD RAIL BY OTHERS, PROVIDE SHOP DRAWINGS AND STAMPEDENGINEERING TO J2 AND BUILDING DEPARTMENT PRIOR TO FABRICATION,THE INTENT IS FOR NEW BASE PLATES TO COVER EXISTING GUARDRAILBASE PLATE CONNECTIONS. ENGINEER TO VERIFY CONNECTION FOR BOLTDISTANCE FROM EDGE OF CONCRETE

GUARDRAIL NOTES:1. DETAIL IS DIAGRAMMATIC FOR PRICING ONLY.

FINAL LAYOUT SUBJECT TO FIELD VERIFICATIONOF EX. AND PROPOSED STRUCTURALCONDITIONS. GC TO PROVIDED GUARDRAILDESIGN, STRUCTURAL CALCULATIONS ANDVERIFY EX. CONDITIONS IN DEFERREDSUBMITTAL TO THE CITY.

2. GUARDRAIL SHALL BE ENGINEERED BY WASTATE ENGINEER PER DEFERRED SUBMITTAL BYGC.

3. GUARDRAIL TO COMPLY WITH 2015 IBC

ENGINEERED FASTENERS PER MANUFACTURER AND WASHINGTONSTATE LICENSED ENGINEER. HOLES FOR FASTENERS SHALL BEPRE DRILLED AND SET IN SEALANT

EX. BMU BRICKCOURSE

EX. CONCRETESTRUCTURE

42"

MIN

6" GRAVEL

NEW CONCRETE POOL DECK,MATCH EXISTING CONCRETEDECK THICKNESS (APPROX 6")

NEW COPING TILE

EX. POOL STRUCTURE, DECORATIVETILE AND POOL COATING

3 A5.1 TYPICAL GUARDRAIL ATTACHMENT TOP MOUNT ID: SCALE: NTS

CONCRETE GUARDWALL

PRE FAB GUARD RAIL BY OTHERS, PROVIDE SHOPDRAWINGS AND STAMPED ENGINEERING TO J2 ANDBUILDING DEPARTMENT PRIOR TO FABRICATION

ENGINEERED FASTENERS PER MANUFACTURER AND WASHINGTONSTATE LICENSED ENGINEER. HOLES FOR FASTENERS SHALL BEPRE DRILLED AND SET IN SEALANTEPDM NEOPRENE GASKET PER DESIGN DOCS

GUARDRAIL NOTES:1. DETAIL IS DIAGRAMMATIC FOR PRICING ONLY. FINAL LAYOUT SUBJECT TO

FIELD VERIFICATION OF EX. AND PROPOSED STRUCTURAL CONDITIONS.GC TO PROVIDED GUARDRAIL DESIGN, STRUCTURAL CALCULATIONS ANDVERIFY EX. CONDITIONS IN DEFERRED SUBMITTAL TO THE CITY.

2. GUARDRAIL SHALL BE ENGINEERED BY WA STATE ENGINEER PERDEFERRED SUBMITTAL BY GC.

3. GUARDRAIL TO COMPLY WITH 2015 IBC

5 A5.1 POOL CEILING SOFFIT - DECK TO WALL ID: SCALE: NTS

7 A5.1 POOL WALL SECTION ID: SCALE: NTS 8 A5.1 POOL WALL SUPPORT POSTS ID:

SCALE: NTS

4

EX. FILLER BLOCKEX. REINFORCEMENT

FIBER CEMENT PANEL

EX. TRIM

EX. METAL TRIM

METAL TRIMPER DESIGN

DOCSEX. RIGID INSULATION

FIBER CEMENT PANEL

EX. RIGID INSULATION

EX. CONCRETE DECK STRUCTURE

METAL TRIMPER DESIGNDOCS

1/4" DIA HILTI THREADED ROD @ 2' OC, (IN1ST AND 3RD CELL OF EACH BLOCK, VERIFY)EMBED INTO CMU FACE WITH SCREEN TUBEAND HILTI HY-270 ADHESIVE, INSTALL PERMFR. INSTALL ROUND HEAD CAP NUT

5/16" DIA X 3 3/8" HILTI HIT-SC SCREEN TUBE

A5.1 DECK SOFFIT AT POOL

1"

1"

4" MAX

EPDM NEOPRENE GASKET PER DESIGN DOCS, DECK AND WALKWAYMATERIALS VARY. GC TO VERIFY SITE CONDITIONS

NOTE: USE CAUTION WHEN DRILLING INTO CMU BLOCKS,TEST INSTALL PRIOR TO INSTALLATION TO DETERMINEDURABILITY OF CMU BLOCKS TO INSTALLATION METHOD.IN PAST PROJECTS THIS TYPE OF CMU BLOCK HASPROVED TO BE BREAKABLE.

9 A5.1 UNUSED ID: SCALE: NTS

DECK/WALKWAY/POOL

DETAILS

A5.1

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

REFER TO STRUCTURAL FOR CONCRETE AND REINFORCEMENT

WINDOW ACCENT

DETAILS

A7.1

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Project Title:

Scale: As Noted

0526001

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

2 A7.2 COMPOSITE CLADDING AT PERFORATED CMU (PARKING GARAGE) ID: AA000SCALE: NTS

STAINLESS STEEL SCREWS, ALIGN HARDWARE VERTICALLYON ALL BOARDS. HARDWARE TO ALIGN EVERY OTHER BOARD

COMPOSITE WOOD PLANKS

PT FURRING STRIP

EX. PERFORATED CMU

1/2"

6 A7.2 WOOD FENCING - TYPICAL SECTION ID: AA000SCALE: NTS4 A7.2 BUILDING ENTRY SYSTEM MOUNTING ID: AA000

SCALE: NTS

FIBER CEMENT PANEL PER DESIGN DOCS, PANEL TO BEPAINTED TO MATCH ADJACENT WALL. SIZE OF PANEL TOCOVER EXISTING OPENING IN BMU

EX. BMU

2X6 FRAMING, GC TO FIELD VERIFY EXISTING CONDITIONS ANDPROVIDE BLOCKING FOR FASTENING FIBER CEMENT PANEL

FIBER CEMENT PANEL PER DESIGN DOCS

2X6 FRAMING, MOUNTED PERPENDICULAR

EX. ENTRY SYSTEM, NEW FLUSH MOUNT TRIM FROM MFR.

FIBER CEMENT PANEL PER DESIGN DOCS

5 A7.2 COMPOSITE WOOD FENCING AT UTILITY BOXES - PLAN VIEW ID: AA000SCALE: NTS

COMPOSITE WOOD PLANKS PER DESIGN DOCS

COMPOSITE WOOD PLANKS PER DESIGN DOCS

BONDERIZED METAL TRIM AT PERIMETER OF COMPOSITE PLANKS

1 A7.2 COMPOSITE CLADDING AT ENTRY DIRECTORY ID: AA000SCALE: NTS

NOTE: EXISTING SHEATHING OVER PERFORATED CMU AT PLANNORTH ELEVATION TO REMAIN. INSTALL COMPOSITE CLADDINGON FURRING STRIPS OVER EXISTINGSHEATHING.

4

A7.2

3 A7.2 NOT USED ID: AA000SCALE: NTS

14" GAP, TYP.

METAL J-FLASHING, TYP.

18'-0" (FIELD VFY)

20'-6

" (FI

ELD

VFY)

NEWTECHWOODDECKING PERDESIGN DOCS

4X4 PT WOODPOSTS, TYP.

TAMLYN VERTICALSIDING H-MOLD -SHM110, TYP.

EX. COIL DOOR

EX. UTILITYEQUIPMENT

EXISTINGSTRUCTURE

1 1/2"

TYP.

1/2"

TYP.

REF. 1/A7.3, 2/A7.3 FOR BASE OF POST

COMPOSITE WOOD PER DESIGN DOCS

ALL HARDWARE TO BE HDG; PRE-DRILL ALLCOMPOSITE WOOD BEFORE ATTACHING TO PTWOOD

COMPOSITE WOOD PER DESIGN DOCS

4X4 PT WOOD POST

WALL DETAILS

A7.2

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

1 A7.3 FENCE POST BASE ID: SCALE: NTS 2 A7.3 FENCE POST BASE ALTERNATE ID:

SCALE: NTS

1'-6"

MIN

INCISED 4X PT POST

30"

MIN

1'-6"

MIN

30"

MIN

CONCRETE

GRAVEL

UNDISTURBED SOIL TO REMAIN

NON INCISED 4X PT POST

CONCRETE FORM

SIMPSON PBS POST BASE WITH FASTENERS

UNDISTURBED SOIL TO REMAIN

3 A7.3 FENCE POST - TRANSITION ID: SCALE: NTS

4X4 PT INCISED WOOD POSTS, TYP.

TAMLYN VERTICAL SIDING H-MOLD - SHM110, TYP.

ALL HARDWARE TO BE HDG; PRE-DRILL ALL COMPOSITEWOOD BEFORE ATTACHING TO PT WOOD

COMPOSITE WOOD PER DESIGN DOCS, TYP.

APPLY COMPOSITE WOOD END CAP TO ALL TERMINATIONS

4 A7.3 FENCE POST - CORNER ID: SCALE: NTS


TAMLYN LOW PROFILE OUTSIDE CORNER - XOCLP1




5 A7.3 FENCE TO WALL ID: SCALE: NTS

EXISTING STRUCTURE


METAL J-TRIM




6 A7.3 DOOR AT FENCE ID: SCALE: NTS

4X4 PT INCISED WOOD POST

METAL J-TRIM




HEAVY-DUTY DOOR HINGE; INSTALL 4 PER DOOR

HDG PADLOCK SWING DOOR HASP

2X4 PT TO FRAME DOOR

4X4 PT INCISED WOOD

7 A7.3 UNUSED ID: SCALE: NTS 8 A7.3 UNUSED ID:

SCALE: NTS 9 A7.3 UNUSED ID: SCALE: NTS

WALL DETAILS

A7.3

Sheet Title:

Project Title:

Scale: As Noted

0526001

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

1 A8.1 PRIVATE DECK TO ROOF (NORTH ELEVATION)- METAL ROOF ID:SCALE: NTS 2 A8.1 ROOF EAVE (NORTH ELEVATION) - METAL ROOF ID:

SCALE: NTS

FASTENER PER MFR, COMPATIBLE WITHCONCRETE SUBSTRATE

ROOF PER DESIGN DOCS

UNDERLAYMENT PER DESIGN DOCS

EX. CONCRETE STRUCTURE

3" MIN

EAVE TRIM WITH DRIP EDGE

EX. STRUCTURE

4" MIN.

HEADWALL TRIM PER MFR

FASTENERS PER MFR, COMPATIBLE WITH CONCRETE SUBSTRATE, TYP.

6"

MIN.



EX. STRUCTURE

EXISTING DECK TRAFFIC COATING

3 A8.1 ROOF TO WALL - METAL ROOF ID:SCALE: NTS

SEALANT PER DESIGN DOCS

REGLET TRIM SET IN KERF CUT

SEALANT PER MFR



REGLET TRIM SET IN KERF CUT

FASTENERS PER MFR


EX. STRUCTURE

SIDE WALL TRIM PER MFR

4" MIN

GUTTER PER DESIGN DOCS

5 A8.1 SHED ROOF EAVE (SOUTH ELEVATION) - METAL ROOF ID:SCALE: NTS4 A8.1 SHED ROOF (SOUTH ELEVATION)- METAL ROOF ID:

SCALE: NTS

HEADWALL TRIM PER MFR

6"MIN. FASTENER PER MFR, TYP.



EX. STRUCTURE

EX. ROOF MEMBRANE


NEW COPING PER DESIGN DOCS

3" MIN

FASTENER PER MFR, COMPATIBLE WITHCONCRETE SUBSTRATE



EX. CONCRETE STRUCTURE

EAVE TRIM WITH DRIP EDGE

6 A8.1 ROOF PROJECTION TO SHED ROOF INTERSECTION ID:SCALE: NTS

8 A8.1 ROOFLINE PROJECTION BRACKETS ID:SCALE: NTS

EX. PARAPET

EX. SHED ROOF, CONCRETESTRUCTURE WITH NEWSTANDING SEAM METAL ROOF

NEW ROOF LINE PROJECTION

6"MI

N

ROOFLINE PROJECTIONA8.17

REFER TO STRUCTURAL FORPARAPET REINFORCEMENT

SLOPE

ROOF DETAILS

A8.1

Sheet Title:

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Scale: As Noted

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NKC/JMMBDF





64.55.090

12495

REGISTERED

ARCHITECT

BRIAN FAJARDO

STATE OF WASHINGTON

FLOOR DEAD: 40 PSFSNOW: 25 PSF ROOF SNOW LOADFLOOR LIVE: 100 PSF CORRIDORS AND EXITSSEISMIC: Fp = .7WPWIND: WORST CASE COMPONENT AND CLADDING +7.31PSF / -25.53PSF

LOADS:

2015 WASHINGTON STATE BUILDING CODE (2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS)

CODE:

GENERAL STRUCTURAL NOTES (NEW WORK):STRUCTURAL REMEDIATION GUIDELINES:

1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM ANDREBAR CLEARANCES TO BE ENCOUNTERED. (SEE ACI)

2. THE PROPOSED MIX DESIGN AND MATERIALS SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNERS TESTING LABORATORY. RESPONSIBILITYFOR ACHIEVING THE REQUIRED STRENGTH IS THE CONTRACTORS.

3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AFTER 28 DAYS: 3,000 PSI FOR SLABS ON GRADE, FOOTINGS AND WALLS. 4,000 PSI FOR BEAMS ANDFIRST FLOOR SLAB. 5,000 PSI FOR COLUMNS. SCHEDULE OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIOD OF TIME (LESS THAN 28 DAYS).

4. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE 1 OR TYPE 2 LOW ALKALI, TYPICAL UNLESS NOTED OTHERWISE.

5. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENT SAND TESTS OF A.S.T.M C-33.

6. MAXIMUM SLUMP SHALL BE FOUR INCHES UNLESS OTHERWISE NOTED.

7. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR-ENTRAINED PER ACI 4.2.

8. DIMENSIONS SHOWN OR NOT SHOWN ON PLANS REGARDING CURBS, OPENINGS, SLOPES AND DEPRESSED AREAS AT CONCRETE SLAB AND WALLS SHALLBE VERIFIED WITH ARCHITECTURAL DRAWINGS BEFORE PLACING CONCRETE.

9. FOR CONCRETE WALL SPECIFICATIONS NEXT TO SALT WATER SEE J2 PROJECT SPECIFICATION BOOK.

GENERAL:THE FOLLOWING ARE GUIDELINES TO REPAIR DAMAGED STRUCTURAL AND NON STRUCTURAL FRAMING AND SHEATHING. REFER TO THE GENERAL STRUCTURAL NOTESFOR ADDITIONAL INFORMATION ON MINIMUM MATERIAL REQUIREMENTS FOR REPLACED MATERIALS.

ALL WOOD DECAY IS TO BE REMOVED FROM EVERY PART OF THE STRUCTURE.

ALL FRAMING THAT HAS HAD DECAY REMOVED, HAS BEEN EXPOSED TO MOISTURE OR IS ADJACENT TO A DECAYED MEMBER IS TO BE TREATED WITH TWO COATS OF ANAPPROVED FUNGICIDE (BOR-A-CARE) IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.

ALL NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED.

IN THE EVENT THAT STRUCTURAL FRAMING IS REPLACED, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR TEMPORARY SHORING OR SHALL NOTIFY A/E THATSHORING RECOMMENDATIONS ARE NEEDED.

WOOD FRAMING:

FOR SOLID SAWN LUMBER, IF WOOD DECAY IS LIMITED TO 1/2" DEEP AND IS NOT LOCATED WHERE THE MEMBER IS BEARING ON ANOTHER MEMBER, IT CAN BE REMOVED,TREATED AND THE WOOD MEMBER CAN REMAIN. IF WOOD DECAY IS DEEPER THAN 1/2" DEEP, OR IF DECAY EXISTS WHERE THE MEMBER BEARS ON ANOTHER MEMBER, THEWOOD MEMBER SHALL BE REPLACED WITH IN KIND, REPAIRED AS SHOWN ON DETAILS THIS PAGE OR SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS.

ALL REPLACED FRAMING AND HARDWARE SHALL BE SIMPSON STRONG-TIE OR EQ. AND INSTALLED IN ACCORDANCE WITH THE ORIGINAL CONSTRUCTION DOCUMENTS,THESE REMEDIATION DOCUMENTS, 2009 IBC REQUIREMENTS OR WHICHEVER IS MORE STRINGENT. USE STAINLESS STEEL OR ZMAX HARDWARE AT ALL EXPOSEDLOCATIONS.

DECAYED STUDS SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH DETAIL 1 BELOW.

DECAYED KING STUDS, HOLD-DOWN POSTS AND BEAMS SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS.

FOR NON-SHEAR WALLS, DECAYED BOTTOM PLATES/SILL SHALL BE REPLACED WITH P.T. LUMBER AND ATTACHED AS NOTED IN THE ANCHOR BOLT SECTION.

SHEATHING:

CONTACT ENGINEER IF LARGE AREAS OF SIGNIFICANT SHEATHING DAMAGE EXISTS TO SHEAR WALLS OR HORIZONTAL DIAPHRAGMS.

FOR NON SHEAR WALLS OR SMALL ISOLATED AREAS OF DECAYED WALL, FLOOR OR ROOF SHEATHING; REPLACED WITH IN KIND. FASTENING SHALL BE THE SAME AS EXISTINGAND NOT LESS THAN THE MINIMUMS SHOWN BELOW. PANEL EDGES SHALL BE BLOCKED W/ 2x4 FLAT BLOCKING. REFER TO DETAIL 2 BELOW. MINIMUM FASTENINGREQUIREMENTS ARE AS FOLLOWS:

12" PAPER FACED GYPSUM WALL BOARD: 5d COOLER OR WALLBOARD @ 7" O.C. TYP.

58" PAPER FACED GYPSUM WALL BOARD: 6d COOLER OR WALLBOARD @ 7" O.C. TYP.

58" FIBERGLASS FACED GYPSUM WALL BOARD: 11-GAUGE BY 1-3/4" MIN. GALV. ROOFING NAILS (7 16" HEAD) @ 8" O.C.

12" (OR 716") APA RATED STRUCTURAL PANEL: 8d COMMON OR GALV. BOX @ 6" O.C. PANEL EDGES AND 12" FIELD.

1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS.

2. STEEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, Fy=36 KSI, UNLESS NOTED OTHERWISE.

3. TUBES TO BE ASTM A500 - GRADE B, Fy=48 KSI; PIPES ASTM A53 GRADE B, Fy=48 KSI.

4. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE.

5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH AWS STANDARDS.

6. ALL STEEL TO HAVE A SHOP COAT. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.

7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION.

8. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS.

9. ALL ADHESIVE ANCHORS TO BE ASTM A36 STEEL THREADED ROD W/ HILTI HY-200 ANCHOR INTO DRY CONCRETE. INSTALL PER ICC-ES EVALUATION REPORTESR-3184. SPECIAL INSPECTION REQUIRED UNLESS NOTED OTHERWISE.

METALS:

1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OFCONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURESSHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF THE LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BYTHE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION.RESOLVE ANY DISCREPANCY WITH A/E.

3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PERSQUARE FOOT.

4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND WITH APPROPRIATE TRADES, DRAWINGS ANDSUBCONTRACTORS PRIOR TO CONSTRUCTION.

6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTSSHALL GOVERN.

GENERAL:

1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH ACI 318 AND THE ACI DETAILING MANUAL.

2. GRADE: A. DEFORMED BARS ASTM A615, GRADE 60. B. WELDED WIRE FABRIC PER ASTM A185.

3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER SPLICES WHERE POSSIBLE.

4. CLEAR CONCRETE COVERAGE AS FOLLOWS: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH---3" B. EXPOSED TO EARTH OR WEATHER #6 OR LARGER-------------------------------------------2" #5 OR SMALLER------------------------------------------1 1/2" C. ALL OTHERS PER LATEST EDITION OF ACI 318

5. LAP LENGTHS ARE AS FOLLOWS (CLASS B - EXCEPT AS NOTED): #4'S --------------------------------------------------------20" #5'S --------------------------------------------------------24" #6'S --------------------------------------------------------28"

6. MAINTAIN 1 1/2" CLEAR MINIMUM BETWEEN PARALLEL BARS.

7. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOWWALKING ON REINFORCEMENT. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT REINFORCING.

8. ALL SLABS ON EARTH SHALL HAVE JOINTS INSTALLED TO PROVIDE APPROXIMATELY 25' SQUARES, UNLESS DETAILED OTHERWISE ON THE PLAN. WHERECONCRETE POURS ARE STOPPED,THE JOINT SHALL BE FORMED PER TYPICAL CONSTRUCTION JOINT DETAIL 9/S2.

9. ALL REBAR AND WELDED WIRE MESH TO BE HOT DIPPED GALVANIZED

REINFORCING:

CONCRETE:

1. ALL NAILS MAY BE BOX NAILS (SINKERS) EXCEPT AS NOTED. USE HOT DIPPED GALVANIZED NAILS INTO ALL PRESSURE TREATED LUMBER AND EXPOSEDLOCATIONS.

2. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.7 UNLESS NOTED OTHERWISE.

3. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE" OR APPROVED EQUAL .WHERE CONNECTION IS NOT DETAILED, PROVIDEAPPROPRIATE CONNECTOR PER MANUFACTURERS RECOMMENDATION. USE STAINLESS STEEL OR ZMAX AT ALL EXPOSED LOCATIONS.

4. LUMBER: -ALL SOLID SAWN LUMBER GRADES TO BE DFL#2 OR BETTER -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. -PRESSURE TREATED LUMBER TO BE HEMFIR #2 OR BETTER. -ALL GLULAM BEAMS TO BE 24F-V4 DF UNLESS NOTED OTHERWISE. -ALL LVL LUMBER SHALL BE 1.9E WS MICROLLAM LVL OR EQUIVALENT. -ALL PSL LUMBER SHALL BE 2.0E WS PARALLAM PSL OR EQUIVALENT.

5. DRILL BOLT HOLES 1/16 INCH OVERSIZED. LEAD HOLES FOR LAG SCREWS TO BE 116" UNDERSIZED. USE STANDARD CUT WASHERS ON ALL BOLTS AND LAGSCREWS.

6. MAXIMUM MOISTURE CONTENT OF WOOD TO BE 19%.

7. DOUBLE TOP PLATES ON EXTERIOR AND BEARING PARTITIONS SHALL LAP 48" MIN. AT SPLICES AND HAVE (12) 16d MIN. AT SPLICES EXCEPT AS NOTED.

8. PROVIDE SOLID BLOCKING BETWEEN JOISTS/RAFTERS OVER SUPPORTS.

9. ROOF SHEATHING: USE 5/8" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMINGMEMBERS AND END JOINTS STAGGERED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C IN THE FIELD UNLESS OTHERWISE NOTED.

10. FLOOR SHEATHING: USE 3/4" C-D (APA 32/16) PLYWOOD OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERSAND END JOINTS STAGGERED. USE 10d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD UNLESS OTHERWISE NOTED.

11. WALL SHEATHING: USE 7/16" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO TOPAND BOTTOM PLATES AND PANEL EDGES TO BE FULLY BLOCKED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 6" O.C IN THE FIELD UNLESSOTHERWISE NOTED.

12. ROOF, FLOOR AND WALL SHEATHING SHALL HAVE A 18" GAP AT PANEL EDGES, OR AS OTHERWISE RECOMMENDED BY THE AMERICAN PLYWOODASSOCIATION, TO ALLOW FOR EXPANSION AND CONTRACTION.

13. PRESERVATIVE TREATED WOOD: ALL WOOD IN CONTACT WITH CONCRETE, EXPOSED TO WEATHER, SOIL, WATER OR INTERIOR HIGH MOISTURECONDITIONS SHALL BE PRESERVATIVE TREATED OR SHALL BE OF NATURALLY DURABLE SPECIES. PRESERVATIVE TREATMENT SHALL MEET THEREQUIREMENTS OF AWPA FOR THE APPLICABLE USE CATEGORIES. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE PRESERVATIVE TREATED WOOD ISRATED FOR THE USE REQUIREMENTS FOR EACH APPLICATION DESCRIBED AS FOLLOWS:

· UC1: INTERIOR USE AND INSECT PROTECTION ONLY· UC2: INTERIOR DAMP CONDITIONS· UC3A: EXTERIOR USE, NO GROUND CONTACT AND PROTECTED FROM WEATHER· UC3B: EXTERIOR USE, NO GROUND CONTACT BUT EXPOSED TO WEATHER· UC4A: GROUND AND/OR FRESH WATER CONTACT· UC4B: HEAVY DUTY GROUND AND/OR FRESH WATER CONTACT· UC5A: BRACKISH OR SALT WATER EXPOSURE

WOOD:

ANCHOR BOLTS:

CONTACT ENGINEER IF SIGNIFICANT REPAIRS TO MUDSILLS OR ANCHOR BOLTS ARE REQUIRED. MINIMUM REQUIREMENTS TO BE 12" DIAMETER @ 6' O.C.. FOR RETRO-FITANCHORS, USE MECHANICALLY GALVANIZED 12"x6-1/2" SIMPSON TITEN ANCHORS WITH .229'x3"x3" PLATE WASHERS.

1. THE REVIEW BY THE ENGINEER; OF DRAWINGS, DATA AND SAMPLES SUBMITTED BY THE CONTRACTOR WILL COVER ONLY GENERAL CONFORMITY TO THEDRAWING AND SPECIFICATIONS. THE ENGINEER'S REVIEW WILL NOT CONSTITUTE AN APPROVAL OF DIMENSIONS, QUANTITIES AND DETAILS OF THEMATERIAL, EQUIPMENT, DEVICE OR ITEM SHOWN. THE REVIEW OF DRAWINGS AND SCHEDULES WILL BE GENERAL, AND SHALL NOT BE CONSTRUED:

A. AS PERMITTING ANY DEPARTURE FROM THE CONTRACT REQUIREMENTS.B. AS RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR ANY ERRORS, INCLUDING DETAILS, DIMENSIONS AND MATERIALS.C. AS APPROVING DEPARTURES FROM DETAILS FURNISHED BY THE ENGINEER, EXCEPT AS OTHERWISE PROVIDED HEREIN.

2. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR DETAILS OF DESIGN, CORRECT DIMENSIONS FOR PROPER FITTING,CAPACITY, PERFORMANCE, CONSTRUCTION, OR ANY OTHER REQUIREMENT OF THE CONTRACT.

3. SHOP DRAWINGS SHALL BE DATED AND SIGNED BY THE CONTRACTOR AND BY THE SUPPLIER BEFORE SUBMITTING TO THE ENGINEER. NON COMPLIANCEWILL CAUSE REJECTION WITHOUT REVIEWING.

4. THREE COPIES OF SHOP DRAWINGS ARE REQUIRED FOR FILES IN ADDITION TO THE AMOUNT OF COPIES REQUIRED BY THE CONTRACTOR. NONCOMPLIANCE WILL CAUSE REJECTION WITHOUT REVIEWING.

5. SEE SPECS, SECTION 01340 FOR FURTHER SHOP DRAWING REQUIREMENTS.

6. WHEN SUBMITTING CONCRETE MIX SHOP DRAWINGS THE CONTRACTOR SHALL INDICATE CLEARLY WHERE THE CONCRETE MIX WILL BE USED.

ENGINEER'S REVIEW OF SHOP DRAWINGS:

1. ALL WATERSTOPS SHALL BE POLYVINYL CHLORIDE (PVC) AND SHALL BE OF THE TYPE SHOWN ON THE 'PVC WATERSTOP DETAILS" FOR THE SPECIFIED JOINT.SUBMIT SHOP DRAWINGS FOR ENGINEER'S APPROVAL PRIOR TO CONSTRUCTION.

2. INSTALLATION:A. DURING PROGRESS OF WORK ALL WATERSTOPS SHALL BE PROTECTED FROM DAMAGE AND SHALL BE FREE OF OIL, DIRT AND CONCRETE SPATTER.

UNCOIL WATERSTOP COILS SEVERAL DAYS BEFORE INSTALLATION TO ENSURE EASE OF INSTALLATION AND FABRICATION. BE SURE STEEL REINFORCINGBARS DO NOT INTERFERE WITH PROPER POSITIONING OF WATERSTOP.

B. THE LOCATION AND EMBEDMENT OF THE WATERSTOP SHALL BE AS SHOWN ONTHE PLANS AND ON THE "PVC WATERSTOP DETAILS" APPROXIMATELYONE-HALF OF THE WIDTH OF THE WATERSTOP EMBEDDED IN THE CONCRETE ON EACH SIDE OF THE JOINT. ALL WATERSTOPS SHALL BE SUFFICIENTLYHELD IN PLACE TO ENSURE THAT THEY ARE CORRECTLY POSITIONED TO FORM A CONTINUOUS WATERTIGHT DIAPHRAGM IN THE JOINT. THE METHODUSED TO FASTEN THE WATERSTOP MAY BE AS FOLLOWS:

(1) EXTENDING THROUGH A SLOT IN THE KEYWAY(2) HELD IN PLACE BY SPLIT BULKHEADS(3) HOG RING AND WIRE TIE TO REINFORCING BARS EVERY 12" ALWAYS SECURE HOT RING OR WIRE BETWEEN THE LAST RIB AND THE END OF THE

WATERSTOP.3. CARE SHOULD BE TAKEN DURING CONCRETE PLACEMENT ON HORIZONTAL SECTIONS TO PREVENT EXCESSIVE MOVEMENT OF THE WATERSTOP TO ENSUREAGAINST DISPLACEMENT. ALWAYS THOROUGHLY AND SYSTEMATICALLY VIBRATE CONCRETE AROUND THE WATERSTOP TO AVOID THE AIR ENTRAPMENT ANDTO PROVIDE A POSITIVE CONTACT BETWEEN THE WATERSTOP AND THE CONCRETE. ON THE SECOND POUR, SWEEP HORIZONTAL JOINTS TO ENSURE THATTHERE IS NO FOREIGN MATTER TO INTERFERE WITH POSITIVE CONTACT BETWEEN THE WATERSTOP AND THE CONCRETE. WHEN USING SPLIT-RIBBEDWATERSTOPS, THE SPLIT LEG OF THE WATERSTOP IS OPENED AND NAILED TO THE BULKHEAD BETWEEN THE LAST RIB AND THE EDGE. UPON STRIPPING THEFORMS, THE SPLIT LEGS ARE JOINED TOGETHER BY USING A RUBBER BASED CONTACT CEMENT AND PLACING HOG RINGS EVERY 12 INCHES AND WIRE TIED TOTHE REINFORCING BAR.

4. DO NOT DDRIVE NAILS THROUGH THE WATERSTOP. DO NOT EMBED WATERSTOP BULB IN CONCRETE; IT MUST BE POSITIONED IN CENTER OF JOINT TOENSURE PROPER PERFORMANCE. SWEEP OR BLOW CLEAN ALL HORIZONTAL JOINTS PRIOR TO POURING IN ORDER TO ENSURE TAHT FOREIGN MATERIAL DOESNOT INTERFERE WITH THE DIRECT CONTACT BETWEEN WATERSTOP AND CONCRETE. SECURE WATERSTOP PROPERLY TO PREVENT MISALIGNMENT OFWATERSTOP DURING CONCRETE OPERATIONS.

5. THERMOPLASTIC BUTT SPLICES SHALL BE PERFORMED USING APPROVED PREFABRICATED PRETESTED FITTINGS (FLAT AND 90 DEG. ELLS, TEES ANDCROSSES). DO NOT LAP SPLICE WATERSTOPS.

WATERSTOPS:

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2 S1 BOAT STORAGE DOCK - ENLARGED PLAN VIEW ID: SCALE: NTS

NPLAN

1

S2

4

S1

BOAT STORAGE BOAT STORAGE BOAT STORAGE

PARKING GARAGE

BOATLAUNCHDOCK

POOLAREA

4 S1 BOAT STORAGE BARRIER ID: SCALE: NTS

4

S1

4

S1

4

S1

OPP.HD

4

S1

2 12"

1/4" DIA X 2" HDG STUD WELD TO ANGLE AT 6" OC

2" X 2" X 1/8" HDG

2 1 4"3"

CLEA

R

3"

CLEA

R

3" X 1 1/2" X 1/4", X 36" HDG W/ HOLES FOR ANCHORS

3/8" DIA HDG THREADED RODS EMBED INTOCONCRETE WALL W/ HILTI HY-200 EPOXY, TYP.

#4 X 5" HDG END BARS @ 6" OC TYP.LAP AS REQD

2'-0"

BOAT STORAGE

SHORELINE

OPP.HD

5 S1 ROOF PARAPET REINFORCING ID: SCALE: NTS

BOLT 3" METAL "U BRACKET" INTO WALL

1

S2

1 S1 POOL AREA - ENLARGED PLAN ID: SCALE: NTS

BOATSTORAGE

NOTES:· CONTRACTOR TO FIELD VERIFY

CONDITIONS AND DIMENSIONS· FINAL GUARD RAIL LAYOUT/SUPPORT

QUANTITY TO BE DETERMINED BYCONTRACTOR

3

S1

POOL AREA - WALL SECTION3 S1

4"EPOXY ANCHOR

3/4" DIA THREADED ROD W/3 X 3 WASHER AND NUT, @

4'-0" OC EMBED INTO EX.CONCRETE SLAB W/ HILTI

HY-200 EPOXY

EX. CONCRETE SLAB

3"

EX. BRICK

3"

ALIG

N

WALL THICKNESS NOT TO PROJECTFURTHER THAN PARKING GARAGE

ENTRANCE FOR BOAT ACCESS,CONTACT ARCHITECT IF CONDITION

ARISES

4" DIA THROUGH WALL PVC PIPES TO BE INSTALLEDEVERY 8' AT THE BASE OF THE PLAN NORTH WALL

INSTALL NEW COPINGOVER PARAPET WALLREINFORCING

#4 HORIZONTAL @ 6" OC, TYP.

2"

CLR

3'-0"

1'-0"

6"

#4 2'-0" @ 12" OC

EX. STEM WALL, CUT AS REQUIRED

EMBE

D 6"

MIN

.

4" 4"

3'-0"

3"2" CL

R

3"

#4 X 3' @ 6" OC3'

6"

NEW 6" CONCRETE POOL SLAB #4 @ 6" OC

#4 @ 6" OC

NEW CONCRETE WALL

8" COMPACTED DRAIN FILL

12" ENGINEERED COMPACTED DRAIN FILL

8" DRAIN TUBE, SLOPE TO DRAIN

NOTE: ALL REBAR TO BE HDG

6 S1 UNUSED ID: SCALE: NTS

STEEL 1/4" X 10" X 3" LLH (GALV.) CONT.

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6" VFY

8"

VFY

5" 3"3"

3"

#4 X @ 6" OC HDG REBAR4"

(2) ROWS #4 HDG @ 6" OC

EMBED 6" INTO (E) CONCRETE SLAB W/HILTI HY-200 EPOXY, TYP.

1"

VFY

(E) GRADE

7 S2 UNUSED ID: SCALE: NTS 8 S2 UNUSED ID:

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4 S2 UNUSED ID: SCALE: NTS 5 S2 UNUSED ID:

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NOTE: 4'-0" METAL PICKET STYLEGUARDRAIL TO BE MOUNTED ON NEWCAST IN PLACE CONCRETE WALL.GUARDRAIL AND FASTENERS BYOTHERS

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