ABBREVIATIONS GENERAL NOTES OAKMONT BERGER 707 . 636 …

ANCHOR BOLT AIR CONDITIONING ACOUSTIC ADJUSTABLE ADJACENT AGGREGATE ALTERNATE ALUMINUM AMPERE APPROVED APPROXIMATE APARTMENT ARCHITECT(URAL) ASPHALT ASSOCIATION AMERICAN SOCIETY FOR TESTING MATERIALS AVERAGE

BATH BOARD BUILDING BLOCK BUILT IN BEAM BOTTOM BREAKFAST BEARING BRACKET BASEMENT BETTER BRITISH THERMAL UNIT

CABINET CEMENT CUBIC FEET PER MINUTE CHIMNEY CAST IRON CEILING CAULKING CLOSET CLEAR CLEAN OUT COLUMN CONCRETE CONSTRUCTION CONTINUE/CONTINUOUS COOK TOP COUNTER CUBIC CENTER LINE

DOUBLE DOUBLE HUNG WINDOW DEPARTMENT DETAIL DOUGLAS FIR DOUG. FIR COASTAL REGION DOUG. FIR PLYWOOD ASSN. DIAGONAL DIAMETER DIMENSION DEAD LOAD DOWN DOOR DINING ROOM DRAWING

A.B. A.C. ACST ADJ ADJAC AGGR ALT ALUM AMP APPD APPROX APT ARCH ASPH ASSN ASTM

AVG

BA BD BLDG BLK BLT-IN BM BOT BRFT BRG BRKT BSMT BTR BTU

CAB CEM CFM CHIMY C.I. CLG CLKG CLO CLR CO COL CONC CONST CONT C.T. CTR CU CL

DBL DBLHG DEPT DTL D.F. D.F.C.R. D.F.P.A. DIAG DIAM DIM D.L. DN DR DINING DRWG DS D.W.

EA EL ELEC ELEV ENCL ENGR EQ EQUIP E.W.W.M. EXCAV EXISTG

F.A.U. F.D. FDN FF FG FIN

F FIXT FLSH'G FL FLR FLUOR FOC FOM FOS FRMG FS F.S. FT OR ' FTG FUR

GA GAL GALV G.I. GL GL LAM GND GR GYP

HB H.C. HDR HDW HGT HORIZ HP HR HW

I.D. IN OR " INFO INSUL INT

JST JT

DOWNSPOUT DISHWASHER

EACH ELEVATION (GRADE OR HEIGHT) ELECTRICAL ELEVATION ENCLOSURE ENGINEER EQUAL EQUIPMENT ELECTRIC WELDED WIRE MESH EXCAVATION EXISTING

FORCED AIR UNIT FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH GRADE FINISH

FIXED GLASS WINDOW FIXTURE FLASHING FLOW LINE FLOOR FLUORESCENT FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FRAMING FINISH SURFACE FLOOR SINK FOOT/FEET FOOTING FURRED/FURRING

GAUGE GALLON GALVANIZE GALVANIZE IRON GLASS GLUE LAMINATED GROUND GRADE GYPSUM

HOSE BIBB HOLLOW CORE HEADER HARDWARE HEIGHT HORIZONTAL HORSEPOWER HOUR HOT WATER

INSIDE DIAMETER INCH INFORMATION INSULATION/INSULATE INTERIOR

JOIST JOINT

KIT KW

LAM LAVLB OR # LIN L.L. LIVING LT L/T

MAS MATL MAX MC MECH MEZZ MIN MISC

NAT NG NIC NO NTS

OA O.C. O.D. OFF OPNG ORIG OZ

PART PCF OT PERP PLAS PLMBG PLYWD PNL PR

PROP PSF PSI P.T. P.V.C. % PL

R RAD RAFT RD RECP RECT REF REG REINF REQD RF RM R.S. RWD

KITCHEN KILOWATT

LAMINATE LAVATORY POUND LINEAL LIVE LOAD LIVING ROOM LIGHT LAUNDRY TRAY

MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEZZANINE MINIMUM MISCELLANEOUS

NATURAL NATURAL GRADE NOT IN CONTRACT NUMBER NOT TO SCALE

OVERALL ON CENTER OUTSIDE DIAMETER OFFICE OPENING ORIGINAL OUNCE

PARTITION POUNDS PER CUBIC FOOT PERPENDICULAR PLASTER PLUMBING PLYWOOD PANEL PAIR

PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POLY VINYL CHLORIDE PERCENT PLATE

RISER RADIUS RAFTER ROAD RECEPTACLE RECTANGULAR REFRIGERATOR REGISTER REINFORCE REQUIRED ROOF ROOM RESAWN REDWOOD

SOLID CORE SCHEDULE SCREEN SIDING SECTION SELECT SHELVES SHEET SHEATHING SIMILAR SLIDING GLASS DOOR SLIDING GLASS WINDOW SPECIFICATION SQUARE STAINLESS STEEL STREET STANDARD STORAGE STIFFENER STEEL STRUCTURAL STAIRWAY SUBSTITUTE SUPPLY SURFACE SWITCH SYMMETRICAL SYSTEM SURFACE ONE SIDE SURFACE TWO SIDES SURFACE FOUR SIDES

TOP OF CURB TELEPHONE TEMPERED TONGUE AND GROOVE THICK THROUGH TOP OF PAVING TUB WITH SHOWER TOP OF WALL TYPICAL

ULTIMATE UNFINISHED URINAL UTILITIES

VERTICAL VERTICAL GRAIN VOLUME VOLTAGE

WITH WATER CLOSET WOOD WATER HEATER WITHOUT WATERPROOF WEATHERSTRIP WEIGHT

BY

YARD

S.C. SCH SCRN SDG SECT SEL SHLFS SHT SHTG SIM SLDG SL SPEC SQ SS ST STD STG STIFF STL STR STWY SUB SUP SUR SW SYM SYS SIS S2S S4S

TC TEL TEMP T & G THK THRU TP T/S TW TYP

ULT UNFIN UR UTL

VERT VG VOL VOLT

W/ WC WD W.H. W/O W.P. W.S. WT

X

YD

ABBREVIATIONS

SYMBOLS

GENERAL NOTES

6633 OAKMONT DRIVESANTA ROSA, CA

OAKMONT BERGERCENTER

STRUCTURAL UPGRADES6633 OAKMONT DRIVESANTA ROSA, CA 95409

SHEET INDEX

3

2

1

7

6

5

4

Applicable Codes and Standards:

All work described in the drawings shall be verified for dimension,grade, extent and compatibility with existing site conditions. Anydiscrepancies and unexpected conditions that affect or changethe work described in the contract documents shall be broughtto the Architect's attention immediately. Do not proceed withthe work in the area of discrepancies until all such discrepanciesare resolved. If the contractor chooses to do so, he/she shall beproceeding at his/her own risk.

Part 2-California Building CodePart 5-California Plumbing CodePart 4-California Mechanical CodePart 3-California Electrical CodeCalifornia Energy Efficiency Standards Code

2016 CBC

2016 CMC2016 CEC

2016 CEESC

Omissions made in these drawings and specifications or themis-description of the work which is manifestly necessary to carryout the intent of the drawings and specifications, or which iscustomarily performed shall not relieve the Contractor fromperforming such omitted or described details of the work as iffully and completely set forth and described in the drawings andspecifications.

Dimensions shown shall take precedence over drawing scale orproportion. Larger scale drawings shall take precedence oversmaller scale drawings.

Contractor is to be responsible for being familiar with thesedocuments including all contract requirements.

Refer to structural sheets special Inspection program required forfield welding & structural concrete

2016 CPC

California Fire Code 2016 CFCCalifornia Green Building Standards Code 2016 CAL Green Code

Checked by

Date

Drawn by

Project Manager

Filename

Sheet

Job Number

No. DateRevision

019 1501

OAK

MO

NT B

ERG

ER C

ENTE

RST

RUC

TURA

L UPG

RADE

S

6633

OAK

MO

NT D

RIVE

SANT

A RO

SA, C

A 95

409

1

12.13.2017

T01_Cover_berger.dwg

DE

SIG

N

.

DE

EE

EE

GI

NV

LO

PM

TS

RA

ST

T

50 S

anta

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Rosa

, Cal

iforn

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t:707

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636

. 064

4

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LOG

IX.c

om

PERMIT SUBMITTAL 2

PLAN CHECK COMMENTS 03.16.2018

Mitchell S. Conner

L i

censed Architect

State of Ca l i forn

ia

License #C 10875Expires 08/31/19

SITE CONTEXT

PROJECT DIRECTORY

Phone:Fax:

ARCHITECTArchiLOGIX50 Santa Rosa Avenue, Suite 400Santa Rosa, CA 95404Contact: Mitchell Conner

707.636.0646707.636.0644

Phone:Fax:

OWNEROAKMONT VILLAGE ASSOCIATION6637 Oakmont DrSanta Rosa, CA 95409

707.539.1611

ARCHITECTURALT-1 TITLE SHEET

VICINITY MAP

STRUCTURALS0.1 GENERAL NOTES AND SPECIFICATIONS AND TYPICAL DETAILSS3.1 ELEVATIONS AND DETAILSS3.2 DETAILS

A1.1 ARCHITECTURAL PLANS

Prior to providing cost information contractor shall visit site andbecome familiar with existing conditions and building constraints.Any questions shall be directed to the architect.

Phone:Fax:

STRUCTURAL ENGINEERZFA STRUCTURAL ENGINEERS1212 Fourth Street Suite ZSanta Rosa, CA 95404

707.526.0992

T-1

COVER SHEET3B

VERTICAL GRIDS - NUMBERS

HORIZONTAL GRIDS - LETTERS

5A-8.0

DETAIL NUMBERSHEET NUMBER

SHEET NUMBERWALL SECTION NUMBER5

A-6.1

5A-6.0

BUILDING SECTION NUMBERSHEET NUMBER

ROOM NAME101

ROOM NAMELAST 2 DIGITS INDICATEROOM NUMBERFIRST DIGIT INDICATESFLOOR NUMBER

INTERIOR ELEVATIONNUMBER. SEE SHEET INDEX.

22

22

DOOR NUMBER

WINDOW NUMBER

2 REVISION NUMBER

3 ELEVATION NUMBERSHEET NUMBERA-5.0

MATCH LINE

1 REVISION

12

34

1

EXISTING OCCUPANCY: A-3 Multipurpose facility(other assembly uses not classified elsewhere in Group A)

EXISTING S.F.: ~9,680S.F. INCREASE: 0CONSTRUCTION TYPE: V-BEXISTING OCCUPANCY LOAD: 1146SPRINKLERS: NONE

EXISTING BUILDING DATA / OCCUPANCY CALCULATIONADD STRUCTURAL REINFORCEMENT TO EXTERIOR COLUMNS OF OAKMONT VILLAGE'S BERGER CENTER, AMULTIPURPOSE FACILITY. PATCH AND REPAIR EXISTING FINISHES AS REQUIRED TO ACCOMMODATEIMPROVEMENTS.

SCOPE / DESCRIPTION

1

Space load factor sf loadAuditorium 5 net (assembly w/o fixed seats 2823 622

concentrated chairs only -not fixed)Meeting rooms 15 net (assembly w/o fixed seats 2812 188

unconcentrated tables & chairs)Stage 15 net 582 29Storage 300 gross 815 3Kitchen 200 gross 393 2

1

AREA OF WORK (TYP OF 4)

(E) ACCESSIBLE PATH OF TRAVEL TO(E) ENTRANCE

(E) ACCESSIBLE PATH OF TRAVELTO (E) ENTRANCE

(E) ACCESSIBLEPARKING AND CURB

RAMP

PRIMARYENTRANCE

DN

DN

DN

DN

1A1.1

(E) BATTERED COLUMN

(E) RIDGE BEAM

(E) ROOF EDGE

TYP OF 4 CORNERS OF BUILDING

NEW METAL PLATE PER STRUCTURAL PLANS

EXISTING COLUMN (TYP)

4A1.1

3"scale

EXTERIOR REPAIR DETAIL

(E) SHEATHING WHERE OCCURS.VERIFY IN FIELD

SALVAGE (E) BUILDING PAPER. SEAL ANY EXPOSEDVERTICAL SEAMS WITH 6" MIN SELF ADHEREDFLASHING

(E) WALL FRAMING

PREPAINTED GALV. STEEL FLASHING

SELF ADHERED FLEXIBLE FLASHING

CAULK

(N) STRUCTURAL REINFORCEMENT.SEE STRUCTURAL PLANS

WOOD SIDING AND TRIM TOMATCH EXISTING

1. REMOVE (E) MATERIALS TO THE EXTENT NECESSARY TOPERFORM WORK. OBTAIN OWNER APPROVAL PRIOR TOCOMMENCEMENT OF REMOVAL WORK2. DETAIL AT CONCRETE PILASTER SIM.

A1.1

ARCHITECTURAL PLANS

Checked by

Date

Drawn by

Project Manager

Filename

Sheet

Job Number

No. DateRevision

019 1501

OAK

MO

NT B

ERG

ER C

ENTE

RST

RUC

TURA

L UPG

RADE

S

6633

OAK

MO

NT D

RIVE

SANT

A RO

SA, C

A 95

409

1

12.13.2017

A11_Floor Plan.dwg

DE

SIG

N

.

DE

EE

EE

GI

NV

LO

PM

TS

RA

ST

T

50 S

anta

Ros

a Av

enue

, Sui

te 4

00Sa

nta

Rosa

, Cal

iforn

ia 9

5404

t:707

. 63

6 . 0

646

| f:7

07 .

636

. 064

4

ww

w.a

rchi

LOG

IX.c

om

PERMIT SUBMITTAL 2

PLAN CHECK COMMENTS 03.16.2018

Mitchell S. Conner

L i

censed Architect


ia


PLAN VIEW 1/8" 1 ELEVATION 1/2" 2

SITE PHOTOS 3

1. EXISTING CONDITIONS BENEATH EXTERIOR FINISHES TO BE VERIFIED IN FIELD BY CONTRACTOR.

2. REMOVE, PATCH, AND REPAIR ALL SURROUNDING FINISHES TO THE EXTENT NECESSARY TO COMPLETE THE PROJECT.

3. EXTENT OF DEMOLITION AND REPAIR TO BE APPROVED BY OWNER BEFORE PROCEEDING WITH REMOVAL OF ANY MATERIAL.

4. CAREFULLY REMOVE FINISHES TO PRESERVE A LAPPED EDGE OF UNDERLAYMENT/BUILDING WRAP FOR INSTALLATION OF NEW BUILDING WRAP AS NEEDED.

5. SEE ALSO STRUCTURAL SHEET S0.1 FOR "EXISTING CONSTRUCTION NOTES."

SHEET NOTES

4

DESIGN CRITERIA: ROOF LIVE LOAD:RISK CATEGORY:WIND DATA:

EARTHQUAKE DATA:

SCOPE OF WORK:

2016 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC)20 PSF (REDUCIBLE)IIULTIMATE WIND SPEED (3 SEC GUST) IN MPH: 110WIND EXPOSURE: CINTERNAL WIND PRESSURE COEFFICIENT (GCPI) = ±0.18COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7" DESIGN STANDARDSEISMIC IMPORTANCE FACTOR, Ió: 1.0MAPPED SPECTRAL RESPONSE ACCELERATIONS: Sš =1.57; Sþ =0.618SITE CLASS: DSPECTRAL RESPONSE COEFFICIENTS: SŽš = 1.051; SŽþ = 0.618SEISMIC DESIGN CATEGORY: DSEISMIC FORCE RESISTING SYSTEM(S): ORDINARY REINFORCED CONCRETE SHEAR WALLS RESPONSE MODIFICATION FACTOR(S): R = 4.00DESIGN BASE SHEAR: 70.2k (ASD)SEISMIC RESPONSE COEFFICIENT(S), Cš = 0.184 (ASD)ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

THIS VOLUNTARY SEISMIC RETROFIT INCLUDED THE ADDITION OF STEEL PLATES AND THEIR CONNECTIONS TO THE EXISITNG REINFORCED CONCRETE PILASTERS AT EACH CORNER OF THE BUILDING. THE EXISITNG PILASTERS WERE THE ORIGINAL LATERAL FORCE RESISITNG SYSTEM, AND THE STEEL PLATES PROVIDE CONTINUITY TO THE LATER LOAD PATH BETWEEN THE ROOF AND THE CONCRETE SHEAR WALLS.

1. REFER TO THIS SHEETS FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS.

2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK.

3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK.

4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS.

5. SHORING AND BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR, AND SHALL BE ADEQUATE FOR ALL LOADS. LEAVE IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL FINAL STRUCTURAL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL ENGAGE A LICENSED CIVIL OR STRUCTURAL ENGINEER TO PROVIDE SHORING.

6. SPECIAL INSPECTIONS ARE REQUIRED PER AND THE TESTING AND INSPECTION FORM.

7. STRUCTURAL OBSERVATION PER CBC SECTION 1704.6 IS NOT REQUIRED.NOTIFY ZFA FOR GENERAL REVIEW OF:

• BOLTING, ANCHORAGE AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM.

NOTIFY ZFA FOR REVIEW PRIOR TO COVERING ABOVE LISTED WORK. PROVIDE 2 WORKING DAYS MINIMUM SCHEDULING NOTICE PRIOR TO REVIEW DATE.

D/S0.1

1. STRUCTURAL STEEL CONSTRUCTION PER CBC SECTIONS 1705.2, 1705.12.1, 1705.13.1, AND TABLE 1705.2.3 INCLUDING MATERIAL IDENTIFICATION, SHOP AND FIELD WELDING, AND INSTALLATION OF HIGH-STRENGTH BOLTS.

2. SPECIAL CASES PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL STRUCTURAL MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED STANDARDS INCLUDING POST-INSTALLED ANCHOR BOLTS IN CONCRETE.

SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS:

1. ROUND HOLES IN STEEL PLATES TO BE È" OVERSIZE. SLOTTED HOLES IN STEEL PLATES SHALL BE È" WIDER THAN THE BOLT DIAMETER AND HAVE A LENGTH OF 2 TIMES THE BOLT DIAMETER. THE DIRECTION OF THE SLOTTED LENGTH IS INDICATED ON THE DETAILS (VSH OR HSH). INSTALL BOLT AT THE CENTER LINE OF THE HOLE. BOLT HOLES IN WOOD SHALL BE ROUND AND Ý" OVERSIZE. CUT OFF BOLT THREADED END FLUSH WITH NUT WHEN REQUIRED BY FINISHES AND 1" MAXIMUM FROM NUT OTHERWISE. PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT BEARS ON WOOD. USE PLATE OR MALLEABLE IRON WASHERS AT EXPOSED CONDITIONS OR AS INDICATED.

2. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR STRAPPED MEMBER SHALL BE EQUIDISTANT FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL TO BE INSTALLED ON THE 1Ï" EDGE OF THE MEMBER.

ABBREVIATIONS

DOUGLAS FIR

MANUFACTURER

FRAMING

UP TRUSS

HOLE

FRICTION BOLT

CHANNEL

AB

BLK/BLKG

BM

BOTBRGBTWN

C

CB

¢CJ

CLGCLR

COLLCONCCONNCONT

CMUCSKCWDBL

DFDIA or øDIAGDIMDJDLDNDODWG

EAEEEFELECELEVEMBED

ANCHOR BOLT

AIR CONDITIONINGADJACENT

ALTERNATE

ATBUILDINGBLOCK/BLOCKING

BEAM

BOTTOMBEARINGBETWEEN

AMERICAN STANDARD

CARRIAGE BOLT

CENTERLINECONTROL JOINT

CEILINGCLEAR

COLLECTORCONCRETECONNECTIONCONTINUOUS

COORDINATIONCONCRETE MASONRY UNITCOUNTERSINKCUT WASHERDOUBLE

DOUGLAS FIRDIAMETERDIAGONALDIMENSIONDOWEL JOINTDEAD LOADDOWNDITTODRAWING

EACHEACH ENDEACH FACEELECTRICALELEVATOR/ELEVATIONEMBEDMENT

EQEQUIP

EWEXIST or (E)EXP

FDNFINFG

FLRFN

FOMFOSFRMG

FTGGAGALV

GLBGRHD

HGR

HORIZHSHSBHSFB

HSGHSH

HTIDIJ

JSTJT

LLGMF

LGMFC

LL

LLV

MAXMB

EQUALEQUIPMENT

EACH WAYEXISTINGEXPANSION

FOUNDATIONFINISHFINISH GRADE

FLOORFACE NAIL

FACE OF MASONRYFACE OF STUDFRAMING

FOOTINGGAGE or GAUGEGALVANIZED

GLUE LAMINATED BEAMGRADEHOLD DOWN

HANGER

HORIZONTALHIGH STRENGTHHIGH STRENGTH BOLTHIGH STRENGTH

HIGH STRENGTH GROUTHORIZONTAL SLOTTED

HEIGHTINSIDE DIAMETERI SHAPED WOOD BUILT

JOISTJOINT

STEEL ANGLE

LIGHT GAGE METAL

LIGHT GAGE METALFRAMING CONTRACTOR

LONG LEG VERTICAL

MAXIMUMMACHINE BOLT

LIVE LOAD

MBM

MCMECH

MFRMINMISCMIWMTL(N)NICNO or #NS

NTS

ocOD

OPNGOPP

£

PEN

PLFPNL

PJP

PSF

PTDF

PTR

RFTRREFREINFREQD

REVRF

SAD

SB

SCHEDSED

SIM

SMD

SPCG

SPEC

METAL BUILDING

MISCELLANEOUS CHANNELMECHANICAL

MANUFACTURERMINIMUMMISCELLANEOUSMALLEABLE IRON WASHERMETALNEWNOT IN CONTRACTNUMBERNEAR SIDE

NOT TO SCALE

ON CENTEROUTSIDE DIAMETER

OPENINGOPPOSITE

PLATE or PROPERTY LINE

PANEL EDGE NAIL

POUNDS PER LINEAR FOOTPANEL

PARTIAL JOINT PENETRATION

POUNDS PER SQUARE FOOT

PRESSURE TREATED

POINTRADIUS

RAFTERREFERENCEREINFORCINGREQUIRED

REVISIONROOF

SEE ARCHITECTURAL

SOLID BLOCK

SCHEDULESEE ELECTRICAL DRAWINGS

SIMILAR

SEE MECHANICAL DRAWINGS

SPACING

SPECIFICATIONSQSS

STDSTIFFSTLSTRUCTSWSYMT&BT&GTHKTHRDTHRUTLTNTOC

TOSTOTTUTYPUNOVERT

VSHWW/W/OWD

WP

WT

WWR

SQUARESELECT STRUCTURAL

STANDARDSTIFFENERSTEELSTRUCTURALSHEAR WALLSYMMETRICALTOP AND BOTTOMTONGUE AND GROOVETHICKTHREADEDTHROUGHTOTAL LOADTOE NAILTOP OF CONCRETE

TOP OF STEELTOTALTILT UPTYPICALUNLESS NOTED OTHERWISEVERTICAL

VERTICAL SLOTTED HOLEWIDE FLANGE STEEL BEAMWITHWITHOUTWOOD

WORK POINT/WATERPROOF

WEIGHT

WELDED WIRE REINFORCEMENT

PANEL TIE BARPTB

ABOVE

BLW BELOW

Lb or # POUND(s)

FERRULE LOOP INSERTFLI

OW OTHERWISE

or STAINLESS STEEL

TOF TOP OF FRAMINGTOP OF MASONRYTOM

TOP TOP OF PLYWOOD

WELDED THREADED STUD

WELDED HEADED STUDWELDED

BUILT-UP

PARALLEL STRAND LUMBER

LAMINATED VENEER LUMBER

CERTIFIED GLUED LUMBER

INTERIOR

EXTERIOR

WTS

WHSWLD

BU

PSL

LVL

CGL

INT

EXT

LONG LEG HORIZONTALLLH

FACE OF CONCRETEFOC

HEADERHDR

SHEATHINGSHTG

POWDER DRIVEN PINSPDP

OPPOSITE HANDOH

BOUNDARY NAILBN

SECTIONHSS HOLLOW STRUCTURAL

S AMERICAN STANDARD BEAM

O/ OVER

WS WOOD SCREW

SPD SEE PLUMBING DRAWINGS

POST ABOVEPA

PERP PERPENDICULAR

STGR STAGGERED

DRAWINGS

ES EACH SIDE

LOC LOCATION

NSG NON-SHRINK GROUT

VIF VERIFY IN FIELD

SHEET METAL SCREWSMS

DOWELDWL

CIP CAST IN PLACE

BYND BEYOND

ADDITIONAL

LAMINATED STRAND LUMBERLSL

DCW DEMAND CRITICAL WELD

SCD SEE CIVIL DRAWINGS

SC SLIP CRITICAL

RET RETAINING

CANT CANTILEVER

SEOR STRUCTURAL ENGINEER OF

SOG SLAB ON GRADE

RWD REDWOOD

MEZZ MEZZANINE

RECORD

SKYLT SKYLIGHT

GB GRADE BEAM

ARCHITECT

CJP COMPLETE JOINT

COL COLUMN

COORD COORDINATE/ LS LAG SCREW

PENETRATION

ABVACADJADDLALT

ARCH@BLDG

HK HOOK

FS FAR SIDE POUNDS PER SQUARE INCHPSI

MF MOMENT FRAME

OWT OPEN WEB TRUSS

ALUMINUMALUM

KP KING POST

RBS REDUCED BEAM SECTION

SCBF SPECIAL CONCENTRIC BRACED FRAME

SEISMIC FORCE RESISTINGSFRSSYSTEM

SPECIAL MOMENT FRAMESMF

HDG HOT-DIP GALVANIZED

PES PANEL EDGE SCREWS

1. IN PREPARING THE PROJECT PLANS, THE SOURCE OF INFORMATION WAS BASED ON THE EXISTING BUILDING PLANS PREPARED BY, NORBERT M THOMAS/WALTER J RICHARDSON ARCHITECTS , DATED 10 MARCH 1964. THE CONTRACTOR SHALL VERIFY ALL EXISTING JOB CONDITIONS, REVIEW THE PLANS AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH ANY WORK. DRAWINGS FOR THE EXISTING CONSTRUCTION ARE AVAILABLE FOR REVIEW.

2. ALL WORK NOT INDICATED AS EXISTING (E) SHALL BE ASSUMED TO BE NEW (N).

3. ANY REMOVAL, CUTTING, DRILLING, ETC OF EXISTING WORK SHALL BE PERFORMED WITH GREAT CARE. SMALL TOOLS SHALL BE USED IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE STRUCTURE. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL ELEMENTS NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT/ENGINEER SHALL BE IMMEDIATELY NOTIFIED AND PRIOR APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OF THE MEMBERS.

4. DO NOT OVER CUT EXISTING WOOD, CONCRETE, MASONRY OR OTHER WORK TO REMAIN. CUTS SHALL BE MADE NEATLY TO A CORNER, THEN ALTERNATE MEANS SHALL BE USED TO REMOVE REMAINING MATERIAL. CONTRACTOR IS RESPONSIBLE FOR REPAIR/REPLACEMENT OF OVER CUT MATERIAL AS DIRECTED BY THE ARCHITECT AND/OR ENGINEER.

5. EXISTING DAMAGED STRUCTURAL MEMBERS WHICH ARE UNCOVERED SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND REPAIR.

6. REMODELING REQUIRES ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS WHICH MAY NOT BE VERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE. THIS ANALYSIS DOES NOT MAKE ANY GUARANTEE TO THE ADEQUACY OF THE STRUCTURAL DESIGN OF THE EXISTING BUILDING NOT SPECIFICALLY ADDRESSED IN THE STRUCTURAL CALCULATIONS. ZFA SHALL NOT BE RESPONSIBLE FOR UNSATISFACTORY PERFORMANCE OF EXISTING PORTIONS OF THE STRUCTURE NOT SPECIFICALLY ADDRESSED IN THE CONSTRUCTION DOCUMENTS.

2. WORKMANSHIP AND DETAILS SHALL CONFORM TO THE AISC SPECIFICATIONS AND THE CBC UNLESS NOTED OTHERWISE.

3. BOLT HOLES SHALL BE È" LARGER IN DIAMETER THAN THE BOLT. ANCHOR BOLT HOLES SHALL BE É" LARGER IN DIAMETER THAN THE ANCHOR BOLT.

4. WELDING ELECTRODES SHALL MEET AWS REQUIREMENTS AND ELECTRODES SHALL BE E70XX FOR SHIELDED METAL ARC, F7XX-EXXX FOR SUBMERGED ARC (SHOP WELDS ONLY), ER70S-X FOR GAS METAL ARC AND E7XT-XX FOR FLUX CORE (UNLESS NOTED OTHERWISE).

5. ALL STRUCTURAL WELDS SHALL BE INSPECTED AND CERTIFIED BY A QUALIFIED TESTING AGENCY. CERTIFICATION SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT.

6. TEMPORARY SHORING AND BRACING SHALL BE USED AND SHALL BE ADEQUATE FOR ALL LOADS TO WHICH IT MAY BE SUBJECTED. LEAVE TEMPORARY BRACING AND SHORING IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY, AND UNTIL FINAL FRAMING CONSTRUCTION IS COMPLETED.

7. HIGH STRENGTH GROUT: ASTM C1107, NON-SHRINK, NON-METALLIC AGGREGATE TYPE, CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS WHEN PLACED IN A FLUID STATE. PROVIDE "MASTERFLOW 928" MANUFACTURED BY BASF.

8. SEE ARCHITECTURAL DRAWINGS FOR FINISHES ON STEEL FRAMING. UNPAINTED STEEL FRAMING WITH EXTERIOR EXPOSURE SHALL BE HOT-DIP GALVANIZED PER ASTM A123 CLASS 55 MINIMUM OR OTHERWISE FINISHED WITH A HIGH-PERFORMANCE EXTERIOR COATING APPROVED BY THE ARCHITECT AND ENGINEER. PROVIDE VENT HOLES PER ASTM A385 AT CLOSED SECTIONS (SUCH AS HSS). SUBMIT PROPOSED LOCATION OF VENT HOLES FOR REVIEW BY ENGINEER. ALL CONNECTION HARDWARE AT EXTERIOR EXPOSURE FRAMING SHALL BE HOT-DIP GALVANIZED PER ASTM A153 OR F2329. ASTM F3125 GRADE A325 HIGH-STRENGTH BOLT ASSEMBLIES MAY BE MECHANICALLY GALVANIZED PER ASTM B695 CLASS 55 OR HOT-DIP GALVANIZED PER ASTM F2329. MATING BOLTS AND NUTS SHALL RECEIVE THE SAME ZINC-COATING PROCESS. REPAIR ALL UNCOATED, DAMAGED, OR ALTERED GALVANIZED SURFACES PER ASTM A780.

9. CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION FOR REVIEW. GENERAL CONTRACTOR TO REVIEW SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT/ENGINEER. COORDINATE TIMELINE OF SUBMITTALS WITH OWNER.

STRUCTURAL STEEL

WOOD CONSTRUCTION (CARPENTRY)

1. STEEL GRADES: C SHAPES, L SHAPES & PLATES................. ASTM A36, A572 GRADE 50 OR

A529 GRADE 50 UNOMACHINE BOLTS (MB) .................................. ASTM A307 OR F1554 GRADE 36 ANCHOR RODS ............................................. ASTM F1554 GR36 OR A307 UNONUTS............................................................... ASTM A563WASHERS....................................................... ASTM F436

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE METAL FRAMING CLIPS, HANGERS, ETC. ARE BY SIMPSON STRONG-TIE. NAILING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS WITH A NAIL PROVIDED FOR EACH PUNCHED HOLE UNO. CONNECTORS AS SPECIFIED ON PLANS AND THOSE IN CONTACT WITH PTDF MATERIAL CONTAINING AMMONIA IN EXTERIOR APPLICATIONS SHALL BE TYPE 304 OR 316 STAINLESS STEEL. ALL OTHER CONNECTORS USED IN EXTERIOR APPLICATIONS OR INTERIOR PTDF SHALL BE HDG (MINIMUM 2.0 oz/SQ FT) OR ZMAX (MINIMUM 1.85 oz/SQ FT PER ASTM A653). IN APPLICATIONS WHERE NON-AMMONIA TREATED WOOD IS DRY WHEN INSTALLED AND WILL REMAIN DRY IN-SERVICE A COATING THICKNESS OF 0.9 oz/SQ FT MAY BE USED.

2. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. PROVIDE PILOT HOLE 70% OF DIAMETER OF SCREW SHANK WHERE FASTENING HARDWOOD TIMBER SPECIES OR WHERE WOOD TENDS TO SPLIT. MINIMUM PENETRATION IS (10) DIAMETERS, UNO.

3. BOLTS SHALL BE UNFINISHED MACHINE BOLTS PER ASTM A307. NUTS SHALL BE PER ASTM A563 AND OF STANDARD SIZE UNLESS NOTED OTHERWISE. LENGTH OF BOLTS SHALL BE SUCH THAT THE BOLT PROJECTION IS NOT LESS THAN È" NOR MORE THAN Ï" PAST END OF NUT. BOLT HOLES IN WOOD SHALL BE Ý" LARGER THAN BOLT SIZES (UNO). PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT HEADS WOULD BEAR ON WOOD. USE MALLEABLE IRON WASHERS WHERE EXPOSED TO VIEW OR NOTED. NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED BEFORE CLOSING IN OF WALLS OR OTHER CONSTRUCTION. DO NOT CRUSH WOOD WHEN TIGHTENING. BOLTS AS SPECIFIED ON PLANS AND THOSE IN CONTACT WITH PTDF MATERIAL CONTAINING AMMONIA IN EXTERIOR APPLICATIONS SHALL BE TYPE 304 OR 316 STAINLESS STEEL. ALL OTHER BOLTS USED IN EXTERIOR APPLICATIONS SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153.

1Ó"

1Ó"

1Ó"

THRD ROD

ANCHOR MIN EMBED

UNO

4"

5"

Ï"ø

Ó"ø

Ñ"ø

6"

6Ï"

8Ë"

9Ë"3"

3"

3"

Hóô

MIN EDGEDISTANCE

CõÙÜ

MINSPCG

SõÙÜ

MIN CONCDEPTH

HõÙÜ

ADHESIVETYPE

SIMPSON SET-XP

(ICC-ESR 2508)

ADHESIVE ANCHOR IN CONCRETE

NOTES:

Hóô

CõÙÜ SõÙÜ

ANCHOR PER PLAN & DETAILS

EDGE OF CONCAS OCCURS

1.

2.

3.

4.

REBAR

#4

#6

#5

1Ó"Õ"ø 7" 11Ï"3"#7

1Ó"1"ø 8" 13"3"#8

INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT.

CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.

HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A REASONABLE CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT.

SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORTS. THE SPECIAL INSPECTOR MUST BE ON THE JOB SITE PERIODICALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND ADHESIVE INJECTION.

2Ó"1Ë"ø 10" 16Ë"6"#10

1Ó"3"Í"ø 5"3"#3

PILOTHOLE

Ï"ø

1Í"ø

Ñ"ø

Ó"ø

Õ"ø

1"ø

1É"ø

TOP OFCONC

6"

4" 2Ï" 5Ë"

3É" 6Ï"

3Ó" 7Ó"

HILTI HIT-HY 200R (ICC-ESR

3187)

N/A

Ó"ø

Ñ"ø 5"

1Ó"3" 1Õ" 4Ë"Í"ø

#4

#6

#5

N/A

7" 4Í" 9"Õ"ø #7

Î"ø

Ñ"ø

Ó"ø

Õ"ø

1"ø

1Ó"

1Ó"

1Ó"

1Ó"

8" 5" 10Ë"1"ø #8

9" 5Ñ" 11Ó"N/A #9

10" 6Ë" 12Ó"1Ë"ø N/A

1Í"ø

1É"ø

1Í"ø

1Ó"

1Ó"

1Ó"

10" 6Ë" 13"#10 1Ï"ø 1Ó"N/A

4" 2Ï" 5Ë"Ï"ø N/A Ð"ø 1Ó"

1Ó"3" 1Õ" 4Ë"N/A #3 Ï"ø

NOTE: DO NOT NOTCH OR DRILLSTUDS AND JOISTS WITHIND' OR D OF KNOTS IN WOOD

D = DEPTH OF JOIST OR BEAMD' = STUD OR PLATE WIDTHL = CLEAR SPAN

4'-0" MIN FROMHOLE TO TOP £SPLICE

ST2122 - CENTERON HOLES AND ONDOUBLE £

¢ MEMBERAND HOLE

JT OR BM

D'

D' M

IN

D/4 MAXD/4

MA

XD

/6

D MIN

D/5

&2"

MA

X

2"

MIN

2"

MIN

L/2 MAX

L/3 MIN

D MIN

3D MAX

D

MAXD'/3

RIM JOIST TO TOP £, TOE NAILTRUSSES, JOISTS OR RAFTERS AT ALL BEARING POINTS TOE NAILS EACH SIDETRUSSES, JOISTS OR RAFTERS TO SIDE OF STUDS EIGHT (8) INCH JOISTS OR LESS FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOISTBLOCKING BETWEEN JOISTS OR RAFTERS: TO JOIST OR RAFTERS - TOE NAILS EA SIDE, EA END TO JOIST OR RAFTER BEARINGS - TOE NAILS EA SIDEBLOCKING BETWEEN STUDS, EACH END TOE NAILSBRIDGING TO JOIST, TOE NAIL EACH END2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAILSOLE PLATE TO JOIST OR BLOCKING, FACE NAILSOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELSTOP PLATE TO STUD, END NAILSTUD TO SOLE PLATE, TOE NAILDOUBLE STUDS AT EXTERIOR WALLS, FACE NAILDOUBLE STUDS, FACE NAILDOUBLE TOP PLATES, FACE NAILTOP PLATES, LAPS & INTERSECTIONS, FACE NAILCONTINUOUS HEADER, TWO PIECESDOUBLE TOP PLATE LAP AT CORNERCONTINUOUS HEADER TO STUD, TOE NAILCEILING JOISTS, LAPS OVER PARTITIONS, FACE NAILCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILBUILT-UP CORNER STUDSPOST TO SILL/SOLE/TOP PLATE, EACH SIDE TOE NAIL

10d @ 6"oc

(2) 10d

(3) 16d(1) 16d

(2) 10d(2) 10d

(2) 10d OR (2) 16d(2) 8d

(2) 16d16d @ 16"oc

(3) 16d @ 16"oc(2) 16d(4) 8d

16d @ 12"oc16d @ 24"oc16d @ 12"oc

(3) 16d16d @ 16"oc ALONG EACH EDGE

(3) 16d(4) 8d

(3) 16d(3) 16d

16d @ 12"oc(4) 10d

ADESIGN CRITERIA

BGENERAL NOTES

D

SPECIAL INSPECTION BY OWNERSTESTING AGENCY

EWOOD FRAMING NOTES

KEVIN G.ZUCCO

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THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER.

GENERAL NOTESAND

SPECIFICATIONSAND TYPICAL

DETIALS

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CEXISTING CONSTRUCTION NOTES

FSTRUCTURAL SPECIFICATIONS

3/4" = 1'-0" 1

ADHESIVE ANCHOR IN CONCRETE

3/4" = 1'-0"2

HOLES AND NOTCHES IN WOOD STUDS, JOISTS, AND PLATES

SHEET INDEX

S0.1 GENERAL NOTES AND SPECIFICATIONS ANDTYPICAL DETIALS

S3.1 ELEVATIONS & DETAILS

S3.2 DETAILS

1

Revision Schedule

RevisionNumber Revision Description

RevisionDate

Permit submittal set 1 12/13/17

1 Plan Check Corrections 03/16/18

3/4" = 1'-0"3

NAILING SCHEDULE

1

2

S3.2___________

3

S3.2___________

2

S3.1___________

(E) 3x BLOCKING WITH SISTERED (N) 4x BLOCKING AND (N) A34 CLIPS PER SECTION

(E) GLB PERIMETER BEAM

(E) GLB RAFTER

(E) CONCRETE PILASTER

(E) EMBEDDED HSS COLUMN

£ Ë"

NOTE: (E) GLB HIP NOT SHOWN FOR CLARITY (E) REINFORCING IN PILASTER NOT SHOWN FOR CLARITY

4S3.2

(5) SDS SCREWS

(E) BRACKET W/ BOLTS

1S3.2

EE

3"

(10) EQUAL SPACES

LAG SCREWS PER SECTION

2x BLOCKING AT MIDSPAN OF (E) GLB RAFTER TO (E) GLB HIP W/ NAILING PER

2x BLOCKING AT END OF (E) GLB RAFTER TO (E) GLB HIP W/ NAILING PER

VIF

3

S3.1___________

CONCRETE ANCHORS PER SECTION

(N) ANCHORS AT ¢ OF (E) EMBEDDED HSS COLUMN

(N) LTP4 CLIPS PER SECTION

1

3S0.1

3S0.1

1

S3.1___________

VIF

12'-0" TYP

(E) 7"x19Ë" GLB

(E) 7"x19Ë" G

LB

VIF

8'-0

" T

YP

(E) 7"x14Ñ" GLB TYP

(E) LOW ROOF

(N) 2x BLOCKING AT MIDSPAN AND END OF (E) GLB RAFTER TO (E) GLB HIP

4S3.2

TYP

1

S3.1___________

TYP

AREAS OF WORK

BUILDING PLAN

(E) 3x BLOCKING


(34) A34 CLIPS OR (27) LTP4 CLIPS, EVENLY DISTRIBUTE ALONG FULL LENGTH OF BLOCK (12'-0" MIN)

(E) HSS COLUMN BEYOND

(N) RIPPED 4x BLOCKING SISTERED TO (E) 3x BLOCKING USING Ë"ø X 6" SDS SCREWS STAGGEREDBETWEEN (E) GLB RAFTERS (12'-0")

(E) ROOF FRAMING SLOPE

NOTE:VERIFY (E) BLOCKING CONDITION IN FIELD. IF DIFFERENT FROM SHOWN NOTIFY ZFA

(40) A34 CLIPS W/ #8 XÏ" WS UP TO SHEATHING EVENLY DISTRIBUTED ALONG FULL LENGTH OF BLOCK(12'-0" MIN)

1 1

/2"

1 1

/2" (3

) E

Q S

PA

CE

S

1

1


(E) HSS COLUMN EMBEDDED IN CONCRETE PILASTER

1" ø ADHESIVE ANCHORS PER CSK 1" FROM EACH SIDE ANDDRY PACK W/ NON-SHRINK GROUT

NOTE: EXISITING REBAR NOT SHOWN FOR CLARITY

MIN

15

"

MIN6"

MIN3"

1S0.1

FILL WITH NON- SHRINK GROUT PRIOR TO INSTALLATION OF ADHESIVE ANCHORS

VERIFY LOCATION OF (E) HSS COLUMN PRIOR TO INSTALLATION OF ADHESIVE ANCHORS

(E) GLB RAFTER

1/4" COVER £ OVER (N) ACCESS HOLE

Ê

NOTE: VARY DRILL BITS AS REQUIRED FOR PENETRATION THROUGH (E) CONCRETE AND (E) STEEL HSS COLUMN

LOCATE END OF HSS AND REINFORCING PRIOR TO DRILLING

(E) BRACKET AND BOLT

2X BLOCKING TO (E) HIP

KEVIN G.ZUCCO

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ELEVATIONS &DETAILS

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3/4" = 1'-0"1

SHEAR WALL ELEVATION

1/16" = 1'-0"

SCHEMATIC PARTIAL ROOF FRAMING PLAN - TYPICAL ALLNORTH

1 1/2" = 1'-0"2

SECTION AT PERIMETER BEAM

1 1/2" = 1'-0"3

SECTION AT EMBEDDED HSS COLUMN

Revision Schedule


RevisionDate


1 Plan Check Corrections 03/16/18

(E) GLB RAFTER


£PER ELEVATION

C4x7.2 T&B

(11) Ó" ø LAG SCREWS EQUALLY SPACED W/ 6" MIN EMBED AT ¢ OF CHANNEL

ADHESIVE ANCHOR PERAT ¢ OF CHANNEL

3S3.2

Ê 3-4TOP AND BOTTOM

¢OF BEAM AND CONCRETE PILASTER

(E) HSS COLUMN

(E) CONCRETE PILASTER C4x7.2 TYP AT ¢ OF (E) HSS

£

(E) HSS COLUMN W/ (N)NON SHRINK GROUT IN-FILL

(8) Ñ" ø ADHESIVE ANCHORS PER

Ê 2-3

SYM A

BOUT ¢

1S0.1

Ê 2-3

2-3

3"

TYP

5" 3"

W4

12"

£ BELOW

(E) GLB RAFTER

(E) GLB HIP 4x BLOCKING PER

(E) 3x BLOCKING

HD19 TYPOFFSET VERTICALLY

SYM A

BOUT ¢

2S3.1

(E) 3x BLOCKING

4x BLOCKING PER2

S3.1

2x BLOCKING AT MIDSPAN AND END OF (E) GLB RAFTER TO (E) GLB HIP

2x BLOCKING AT MIDSPAN AND END OF (E) GLB RAFTER TO (E) GLB HIP

5

S3.2___________ TYP

W4


(E) Í" £ AND (E) Ë" £

W4x13 COL

SHIM BETWEEN (E) GLB PERIMETER BM AND (N) CUT W4x13

TRIM (N) W4 FLANGES SUCH THAT WEB IS FLUSH WITH (E) £STARTING AT THE BASE OF THE (E) PERIMETER BM

TRIM (N) W4 FLANGES SUCH THAT FLANGE CAN BE WELDED TO (E) HSS COLUMN

(E) GLB RAFTER

(E) GLB RAFTER

PROVIDE (5) SDS SCREWS CONNECTING (N) W4 TO SHIM TO (E) GLB PERIMETER BM AT ¢ OF WF

APPROXIMATELY 1" VIF

(E) 3x BLOCKING AND (N) 4x BLOCKING

2"

(4)

EQ

UA

L S

PA

CE

S2

"

(E) GLB PERIMETER BEAM TO POST CONNECTION TO REMAIN

(E) GLB RAFTER

(E) 3x BLOCKING AND (N) 4x BLOCKING

MIN TYP

6"

MIN

TY

P

2"

PERPENDICULAR HD19 ROD

MIN

OF

FS

ET

1"

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DETAILS

S3.2

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1 1/2" = 1'-0"2

SECTION OF SHEAR PLATE CONNECTION

1 1/2" = 1'-0"3

PLAN OF STEEL PLATE CONNECTION

1 1/2" = 1'-0"4

PLAN

1 1/2" = 1'-0"1

SECTION AT STEEL PLATE CONNECTION TO PERIMETER BEAM

1 1/2" = 1'-0"5

ELEVATION OF PERIMETER BEAM TO RAFTER

Revision Schedule


RevisionDate


ANCHOR BOLT AIR CONDITIONING ACOUSTIC ADJUSTABLE ADJACENT AGGREGATE ALTERNATE ALUMINUM AMPERE APPROVED APPROXIMATE APARTMENT ARCHITECT(URAL) ASPHALT ASSOCIATION AMERICAN SOCIETY FOR TESTING MATERIALS AVERAGE

BATH BOARD BUILDING BLOCK BUILT IN BEAM BOTTOM BREAKFAST BEARING BRACKET BASEMENT BETTER BRITISH THERMAL UNIT

CABINET CEMENT CUBIC FEET PER MINUTE CHIMNEY CAST IRON CEILING CAULKING CLOSET CLEAR CLEAN OUT COLUMN CONCRETE CONSTRUCTION CONTINUE/CONTINUOUS COOK TOP COUNTER CUBIC CENTER LINE

DOUBLE DOUBLE HUNG WINDOW DEPARTMENT DETAIL DOUGLAS FIR DOUG. FIR COASTAL REGION DOUG. FIR PLYWOOD ASSN. DIAGONAL DIAMETER DIMENSION DEAD LOAD DOWN DOOR DINING ROOM DRAWING

A.B. A.C. ACST ADJ ADJAC AGGR ALT ALUM AMP APPD APPROX APT ARCH ASPH ASSN ASTM

AVG

BA BD BLDG BLK BLT-IN BM BOT BRFT BRG BRKT BSMT BTR BTU

CAB CEM CFM CHIMY C.I. CLG CLKG CLO CLR CO COL CONC CONST CONT C.T. CTR CU CL

DBL DBLHG DEPT DTL D.F. D.F.C.R. D.F.P.A. DIAG DIAM DIM D.L. DN DR DINING DRWG DS D.W.

EA EL ELEC ELEV ENCL ENGR EQ EQUIP E.W.W.M. EXCAV EXISTG

F.A.U. F.D. FDN FF FG FIN

F FIXT FLSH'G FL FLR FLUOR FOC FOM FOS FRMG FS F.S. FT OR ' FTG FUR

GA GAL GALV G.I. GL GL LAM GND GR GYP

HB H.C. HDR HDW HGT HORIZ HP HR HW

I.D. IN OR " INFO INSUL INT

JST JT

DOWNSPOUT DISHWASHER

EACH ELEVATION (GRADE OR HEIGHT) ELECTRICAL ELEVATION ENCLOSURE ENGINEER EQUAL EQUIPMENT ELECTRIC WELDED WIRE MESH EXCAVATION EXISTING

FORCED AIR UNIT FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH GRADE FINISH

FIXED GLASS WINDOW FIXTURE FLASHING FLOW LINE FLOOR FLUORESCENT FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FRAMING FINISH SURFACE FLOOR SINK FOOT/FEET FOOTING FURRED/FURRING

GAUGE GALLON GALVANIZE GALVANIZE IRON GLASS GLUE LAMINATED GROUND GRADE GYPSUM

HOSE BIBB HOLLOW CORE HEADER HARDWARE HEIGHT HORIZONTAL HORSEPOWER HOUR HOT WATER

INSIDE DIAMETER INCH INFORMATION INSULATION/INSULATE INTERIOR

JOIST JOINT

KIT KW

LAM LAVLB OR # LIN L.L. LIVING LT L/T

MAS MATL MAX MC MECH MEZZ MIN MISC

NAT NG NIC NO NTS

OA O.C. O.D. OFF OPNG ORIG OZ

PART PCF OT PERP PLAS PLMBG PLYWD PNL PR

PROP PSF PSI P.T. P.V.C. % PL

R RAD RAFT RD RECP RECT REF REG REINF REQD RF RM R.S. RWD

KITCHEN KILOWATT

LAMINATE LAVATORY POUND LINEAL LIVE LOAD LIVING ROOM LIGHT LAUNDRY TRAY

MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEZZANINE MINIMUM MISCELLANEOUS

NATURAL NATURAL GRADE NOT IN CONTRACT NUMBER NOT TO SCALE

OVERALL ON CENTER OUTSIDE DIAMETER OFFICE OPENING ORIGINAL OUNCE

PARTITION POUNDS PER CUBIC FOOT PERPENDICULAR PLASTER PLUMBING PLYWOOD PANEL PAIR

PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POLY VINYL CHLORIDE PERCENT PLATE

RISER RADIUS RAFTER ROAD RECEPTACLE RECTANGULAR REFRIGERATOR REGISTER REINFORCE REQUIRED ROOF ROOM RESAWN REDWOOD

SOLID CORE SCHEDULE SCREEN SIDING SECTION SELECT SHELVES SHEET SHEATHING SIMILAR SLIDING GLASS DOOR SLIDING GLASS WINDOW SPECIFICATION SQUARE STAINLESS STEEL STREET STANDARD STORAGE STIFFENER STEEL STRUCTURAL STAIRWAY SUBSTITUTE SUPPLY SURFACE SWITCH SYMMETRICAL SYSTEM SURFACE ONE SIDE SURFACE TWO SIDES SURFACE FOUR SIDES

TOP OF CURB TELEPHONE TEMPERED TONGUE AND GROOVE THICK THROUGH TOP OF PAVING TUB WITH SHOWER TOP OF WALL TYPICAL

ULTIMATE UNFINISHED URINAL UTILITIES

VERTICAL VERTICAL GRAIN VOLUME VOLTAGE

WITH WATER CLOSET WOOD WATER HEATER WITHOUT WATERPROOF WEATHERSTRIP WEIGHT

BY

YARD

S.C. SCH SCRN SDG SECT SEL SHLFS SHT SHTG SIM SLDG SL SPEC SQ SS ST STD STG STIFF STL STR STWY SUB SUP SUR SW SYM SYS SIS S2S S4S

TC TEL TEMP T & G THK THRU TP T/S TW TYP

ULT UNFIN UR UTL

VERT VG VOL VOLT

W/ WC WD W.H. W/O W.P. W.S. WT

X

YD

ABBREVIATIONS

SYMBOLS

GENERAL NOTES OAKMONT EASTRECREATION CENTER

ACCESSIBILITY UPGRADES7902 OAKMONT DRIVESANTA ROSA, CA 95409

SHEET INDEX

3

2

1

7

6

5

4

Applicable Codes and Standards:

All work described in the drawings shall be verified for dimension,grade, extent and compatibility with existing site conditions. Anydiscrepancies and unexpected conditions that affect or changethe work described in the contract documents shall be broughtto the Architect's attention immediately. Do not proceed withthe work in the area of discrepancies until all such discrepanciesare resolved. If the contractor chooses to do so, he/she shall beproceeding at his/her own risk.

Part 2-California Building CodePart 5-California Plumbing CodePart 4-California Mechanical CodePart 3-California Electrical CodeCalifornia Energy Efficiency Standards Code

2016 CBC

2016 CMC2016 CEC

2016 CEESC

Omissions made in these drawings and specifications or themis-description of the work which is manifestly necessary to carryout the intent of the drawings and specifications, or which iscustomarily performed shall not relieve the Contractor fromperforming such omitted or described details of the work as iffully and completely set forth and described in the drawings andspecifications.

Dimensions shown shall take precedence over drawing scale orproportion. Larger scale drawings shall take precedence oversmaller scale drawings.

Contractor is to be responsible for being familiar with thesedocuments including all contract requirements.

Refer to structural sheets special Inspection program required forfield welding & structural concrete

2016 CPC

California Fire Code 2016 CFCCalifornia Green Building Standards Code 2016 CAL Green Code

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07.30.2018 PERMITSUBMITTAL 1

Mitchell S. Conner

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SITE CONTEXT

PROJECT DIRECTORY

Phone:Fax:

ARCHITECTArchiLOGIX50 Santa Rosa Avenue, Suite 400Santa Rosa, CA 95404Contact: Mitchell Conner

707.636.0646707.636.0644

Phone:Fax:

OWNEROAKMONT VILLAGE ASSOCIATION6637 Oakmont DrSanta Rosa, CA 95409Contact: Iris Harrell

707.539.1611

ARCHITECTURALT-1 TITLE SHEETA1.1 SITE PLAN

Prior to providing cost information contractor shall visit site andbecome familiar with existing conditions and building constraints.Any questions shall be directed to the architect.

T-1

COVER SHEET

3B

VERTICAL GRIDS - NUMBERS

HORIZONTAL GRIDS - LETTERS

5A-8.0

DETAIL NUMBERSHEET NUMBER

SHEET NUMBERWALL SECTION NUMBER5

A-6.1

5A-6.0

BUILDING SECTION NUMBERSHEET NUMBER

ROOM NAME101

ROOM NAMELAST 2 DIGITS INDICATEROOM NUMBERFIRST DIGIT INDICATESFLOOR NUMBER

INTERIOR ELEVATIONNUMBER. SEE SHEET INDEX.

22

22

DOOR NUMBER

WINDOW NUMBER

2 REVISION NUMBER

3 ELEVATION NUMBERSHEET NUMBERA-5.0

MATCH LINE

1 REVISION

12

34

1

UPGRADE OAKMONT EAST RECREATION CENTERLOCKER ROOMS FOR ADA ACCESSIBILITY AND

LIGHTING

SCOPE / DESCRIPTION

A1.2 FLOOR PLANS

A8.1 INTERIOR ELEVATIONS (WOMEN'S)A8.2 INTERIOR ELEVATION (MEN'S)A9.1 ACCESSIBLE DETAILS

7902 OAKMONT DRIVESANTA ROSA, CA

A1.3 REFLECTED CEILING PLANS

APN: 016-720-062EXISTING CONDITIONS:

2 STORYTYPE 5BUNSPRINKLERED

YEAR BUILT: 1987GROSS SF:

OVERALL: ~6450SFLOWER LEVEL: ~2425SFUPPER LEVEL: ~4025SF

PROJECT SCOPE SF: ~1040SFOCCUPANCY USE: A-3OCCUPANTS PER ROOM: 10EGRESS: DIRECTLY TO OUTSIDE FROM EACH ROOMNO INCREASE TO BUILDING AREA IN SCOPE

PROJECT DATA

FIRE SPRINKLERSDEFERRED APPROVALS

THIS PROJECT IS AFFILIATED WITH ISSUED PERMITB18-2988. REFER TO ISSUED PERMIT SET FOR SITEACCESSIBILITY AND PATH OF TRAVEL, AS ALLOWED BYTHE CITY OF SANTA ROSA BUILDING DEPARTMENT.

ELECTRICALE1.0 SYMBOLS AND ABBREVIATIONSE1.1 SITE PLANE2.1 LIGHTING PLAN, FIXTURE SCHEDULE, CONTROL DIAGRAMSE3.1 POWER PLANE5.1 SINGLE LINE DIAGRAM AND PANEL SCHEDULESET24.1 TITLE 24 COMPLIANCE FORMSET24.2 TITLE 24 COMPLIANCE FORMS

POOL EDGE

POOL EDGE

OA

KMO

NT

DRI

VE

EXISTING TENNIS COURTS

EXISTINGCONCRETE

TERRACE

ACCESSIBLEPARKING STALLS

EXIS

TING

EA

ST R

ECC

ENTE

R BU

ILD

ING

EXISTINGCONCRETE STAIRS

APPROXIMATEPROPERTY LINE

EXISTING PARKING LOT

79'-9

" (A

PPRO

XIM

ATE

)

ACCESSIBLEPARKING STALLS

(E) SIDEWALK

EXISTINGPOOL

EXISTINGLOCKERROOMS

14A9.1

EXISTING DRIVE

(E) S

IDEW

ALK

16A9.1

103.28' N 30°48'34" E

350.00' S 21°22'19" W

86.81' N 18°27'58" E

261.04' R = 480.00

152.

79' N

63°

44'3

4" W

182.11' N 30°48'34" E

AREA OFWORK

ACCESSIBLE PATHOF TRAVEL

EXISTING STALLS

EXISTINGSIGNAGE

A1.1

SITE PLAN

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EXISTING SITE PLAN 1"=20' 1

GENERAL NOTES

ACCESSIBLE PATH OF TRAVEL

IT IS THE INTENT OF THESE DRAWINGS THAT THE PATH OF TRAVEL (P.O.T)INDICATED IS A BARRIER FREE ACCESS PATH CONFORMING TO THEFOLLOWING:

1. THERE ARE NO ABRUPT VERTICAL CHANGES EXCEEDING 14" INHEIGHT EXCEPT FOR SLOPED CHANGES, MAXIMUM 1 VERTICALTO 2 HORIZONTAL, NOT EXCEEDING 12" IN HEIGHT. THERE IS NODROP OFF OVER 4" HIGH HIGH AT THE EDGE OF ANY P.O.T.

2. THE P.O.T IS A MINIMUM 48" WIDE SLIP RESISTANT CONTINUOUSCOMMON SURFACE WITH A 5% MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL AND A MAXIMUM 2% CROSS SLOPE.A LEVEL AREA OF AT LEAST 5' IN LENGTH SHALL OCCUR WITHINA CONTINUOUS GRADIENT EXCEEDING 400'.

3. A P.O.T LESS THAN 5' WIDE AND LONGER THAN 200' REQUIRES A60" x 60" PASSING SPACE WITHIN IT.

4. THE P.O.T SHALL BE FREE OF OVERHANGING OBSTRUCTIONS TO+80" ABOVE THE WALKING SURFACE . THE P.O.T SHALL ALSO BEFREE OF OBJECTS THAT PROJECT GREATER THAN 4" FROM A WALL BETWEEN +27" AND +80" ABOVE THE WALKING SURFACE

THE CONTRACTOR SHALL VERIFY THAT ALL WORK ON THE INDICATEDP.O.T CONFORMS TO THE ABOVE REQUIREMENTS. ANYNON-CONFORMING WORK SHALL BE REMOVED AND REPLACED ATTHE CONTRACTOR'S EXPENSE

SITE PLAN GRAPHICS INCLUDE IMPROVEMENTS SUBNMITTED INPARALLEL PERMIT WHICH WILL SATISFY ACCESSIBLE ACCESS TO THISPORTION OF THE OVERALL PROJECT SCOPE.

ACCESSIBILITY NOTES

LOCKER ROOM

ENTRYTOILET AREA

LAVATORY AREA

SHOWER

LAVATORY AREAENTRY

LOCKER ROOM

SHOWER

URINALS

WOMEN'S LOCKERROOM

MEN'S LOCKERROOM

NOT INSCOPE

13

13

20

20

1414

1515

TYP TYP

FLOORING IN HATCHED AREAS TOREMAIN. PROVIDE ADA COMPLIANT

TRANSITIONS WHERE APPLICABLE

16

16

28 28

17 17

1818

1919

21

21

2424

2222

23

24

24

24

2929

25 25

26 26

2727

30 30

9

A9.1

17A9.1

18A9.1 17

A9.1

18A9.1

12A9.1

1'-6"

1'-6"

1'-6"

1'-6"

16'-1" 23'-6"

23'-4

"

23'-6"23'-3"

15'-3

1 2"

6'-1012"

NOT INSCOPE

FLOORING IN HATCHED AREAS TOREMAIN. PROVIDE ADA COMPLIANT

TRANSITIONS WHERE APPLICABLE

1

1

2

2

34

45

5

5

6TYP

6TYP

77

8 8

9

9

1010

11

11

1212

11A9.1

WOMEN'S LOCKERROOM

MEN'S LOCKERROOM

12

34

5

6

978

13

10

11

12

14

1615

1

2

34

5

6

978

13

10

11

12

14

16 15

A1.2

FLOOR PLANS

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PROPOSED FLOOR PLAN 1/4" 2

DEMOLITION FLOOR PLAN 1/4" 1

A. REMOVE EXISTING LIGHTING, PROVIDE NEW LED FIXTURES THROUGHOUT ASAPPROVED BY OWNER.

B. PROVIDE OCCUPANCY SENSORS PER CURRENT CODES AND STANDARDSTHROUGHOUT.

C. REMOVE EXISTING SURFACE MOUNTED CONDUIT AND PROVIDE CODECOMPLIANT WIRING IN WALLS

D. RELOCATE WALL SWITCHES TO HEIGHT COMPLIANT WITH ACCESSIBILITYCODES AND STANDARDS THROUGHOUT

E. PROVIDE NEW EXHAUST FANS WITH HUMIDITY CONTROL. MAKEUP AIR ROUTING TO BE DETERMINED, POSSIBLY FROM ADJACENTSTORAGE ROOM.

F. ALL EXISTING 2X FRAMED WALLS TO REMAIN EXCEPT AS NOTEDTO PROVIDE ACCESSIBLE CLEARANCES.

G. PATCH AND REPAIR EXISTING WALL, FLOOR AND CEILINGFINISHES AS REQUIRED

H. PREPARE ALL GYPSUM BOARD WALLS FOR NEW PAINT. PRIMEAND PAINT PER OWNER SELECTION.

I. PROVIDE NEW WALL BASES THROUGHOUT AS SELECTED BYOWNER

J. MOVE/INSTALL NEW TOILET FIXTURESK. PROTECT EXISTING WALL TILE THROUGHOUTL. PAINT ALL INTERIOR WALLS AND TRIM

GENERAL NOTES

ELEVATION KEY

KEYNOTE LEGEND - FLOOR PLAN1. MOVE EXISTING TOILET TO COMPLY WITH ACCESSIBILITY CODES AND

STANDARDS2. REMOVE EXISTING GRAB BARS3. REMOVE EXISTING TOILET PARTITIONS AND ASSOCIATED HARDWARE4. REMOVE EXISTING SWIM SUIT DRYER; STORE AND PROTECT FOR REUSE5. REMOVE WALL TO THE EXTENT SHOWN. REMOVE FINISH MATERIALS TO THE

EXTENT NECESSARY FOR PATCH AND REPAIR6. REMOVE EXISTING FLOOR TILE THROUGHOUT EXCEPT AS NOTED. PREPARE

FLOOR FOR NEW TILE7. REMOVE EXISTING SHOWER SEAT8. REMOVE EXISTING BENCH SUCH THAT ADJACENT MATERIALS CAN BE

REPAIRED TO ACCEPTABLE LEVELS PER OWNER9. REMOVE EXISTING LOCKERS AND BENCHES10. REMOVE DOOR AND WALL TO THE EXTENT SHOWN11. REMOVE EXISTING DOOR12. REPLACE TRIM ON EXISTING WALL MIRRORS13. PROVIDE NEW BENCH COMPLIANT WITH ACCESSIBILITY CODES AND

STANDARDS14. PROVIDE NEW LOCKERS AS SPECIFIED BY OWNER. 5% TO BE ACCESSIBLE

(NOT LESS THAN 1)15. PROVIDE NEW FLOOR TILE THROUGHOUT EXCEPT AS NOTED AS SPECIFIED

BY OWNER16. PROVIDE POWER FOR EXISTING SWIMSUIT DRYER (110V) AND INSTALL

APPLIANCE IN COUNTERTOP PER MANUFACTURER INSTRUCTIONS17. PROVIDE POWER AND ASSOCIATED HARDWARE FOR ASSISTED DOOR

OPENER18. PROVIDE NEW DOOR THRESHOLD AS REQUIRED TO MEET ACCESSIBILITY

CODES AND STANDARDS19. PROVIDE NEW TOILET PARTITIONS AND ACCESSORIES THROUGHOUT AS

SELECTED BY OWNER20. PROVIDE NEW BENCHES AS SHOWN. BENCH NEAR ACCESSIBLE LOCKERS

TO COMPLY WITH ACCESSIBILITY CODES AND STANDARDS21. PROVIDE NEW COUNTERTOP, LAVATORIES, FAUCETS, ACCESSORIES, AND

MIRRORS AS SELECTED BY OWNER22. PREPARE WOOD TRIM SURFACES FOR NEW PAINT. PRIME AND PAINT PER

OWNER SELECTION23. INVESTIGATE FUNCTION OF WALL MOUNTED FIXTURE; REMOVE OR

RELOCATE AS REQUIRED24. PROVIDE ADDITIONAL HOOKS AT HEIGHT COMPLIANT WITH ACCESSIBILITY

CODES AND STANDARDS25. MOVE/ADD SOAP DISPENSER TO HEIGHT COMPLIANT WITH ACCESSIBLE

CODES AND STANDARDS26. ADD SHOWER SHELF AT HEIGHT COMPLIANT WITH ACCESSIBLE STANDARDS27. PROVIDE NEW EXTERIOR DOOR AND SIGNAGE PER DETAIL 17/A9.128. EXTEND WALL FRAMING TO THE EXTENT NECESSARY TO ALLOW FOR

APPLIANCE INSTALLATION IN COUNTERTOP AND CASEWORK. MATCHADJACENT FINISHES

29. MOVE EXISTING SWITCH IN DEMOLISHED WALL TO ADJACENT WALL30. MOVE DISPENSER AND TRASH RECEPTACLE TO HEIGHT COMPLIANT WITH

ACCESSIBILITY CODES AND STANDARDS

1

1

2

33

2

4

4

NOT INSCOPE

EQ EQ

EQEQ

EQ EQ

EQ EQ

EQEQ

EQEQ

EQ EQ

EQ EQ

2'-8"

EQEQ

2'-8"

2'-6"

2'-6"

1'-8"

1'-8"

EQEQ

3'-0" 2'-6" 2'-6" 3'-0"

EQEQ EQ

EQ

EQEQ

EQEQ

2'-6"

2'-6"

EQ EQ

EQEQ

2'-2"

EQEQ

EQ EQ

EQEQ

EQEQ

1'-6"

1'-6"

3'-41 2"

1'-6"

1'-6"

EQ EQ

3'-0"

EQEQ

EQ3'-

0"

EQ EQ

NOT INSCOPE

5

5

6TYP

SURFACE MOUNTED LIGHTED EXIT SIGN

RECESSED LED FIXTURE PER OWNER SELECTION

WALL MOUNTED EMERGENCY FIXTURE

SURFACE MOUNTED FLUORESCENT FIXTURE

SURFACE MOUNTED INCANDESCENT FIXTURE

MECHANICAL REGISTERS

A1.3

SHEET NAME

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PROPOSED REFLECTED CEILING PLAN 1/4" 2

DEMOLITION REFLECTED CEILING PLAN 1/4" 1

KEYNOTE LEGEND - REFLECTED CEILING1. EXISTING SOFFIT TO REMAIN (TYP)2. EXISTING FIRE ALARM DEVICE TO REMAIN3. EXISTING LIGHTED EXIT SIGN TO REMAIN4. EXISTING EMERGENCY LIGHTING TO REMAIN5. NEW WALL MOUNTED LED VANITY LIGHT FIXTURE AS APPROVED BY OWNER6. NEW RECESSED LED LIGHTING AS APPROVED BY OWNER

NOTESA. PLUMBING FIXTURES BELOW SHOWN FOR ORIENTATIONB. REMOVE EXISTING LIGHT FIXTURES THROUGHOUT UNLESS NOTED

OTHERWISE.C. REMOVE EXISTING GYPSUM BOARD CEILING TO THE EXTENT NECESSARY TO

PERFORM WORK.D. PATCH / REPAIR OR REPLACE GYPSUM BOARD CEILING AT CONTRACTOR'S

DISCRETION, AS APPROVED BY OWNER. REPAIRS SHALL BE MADE TOINDUSTRY STANDARDS AND OWNER SATISFACTION. FINAL APPEARANCESHALL BE LEVEL 4 FINISH, TEXTURE AS SELECTED BY OWNER.

E. EXISTING MECHANICAL REGISTERS TO REMAIN.F. PROVIDE WET LOCATION RATED FIXTURES IN SHOWERS

LEGEND

6

TYP

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

E

MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL

6 7 8 9 10 11

12 13 14 15 16

1 2 3 4 5

2 1

1

1

2 2

1

3 3

546

76

7

8

16

1010

101111

12

12

12

12

13

13

1315

9

17

33 1 2"

3

A9.1

OPEN TOSHOWERS

OPEN TOTOILETAREA

OPEN TOLAVORATORY

OPEN TOSHOWERS

OPEN TOTOILETAREA

A8.1

INTERIOR ELEVATIONS

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WOMEN'S LOCKER ROOM 1/4" 1

KEYNOTE LEGEND - INTERIOR ELEVATIONS1. 36" GRAB BAR2. 44" GRAB BAR3. TOILET PAPER DISPENSER, RECESSED4. (E) TOILET SEAT COVER DISPENSER, SURFACE MOUNT5. (N) TOILET SEAT COVER DISPENSER, SURFACE MOUNT6. SOAP DISPENSER, SURFACE MOUNT7. LIGHT FIXTURE, PER OWNER SELECTION8. CORNER SHELF AT +40" TO USABLE SURFACE9. 48" FRAMELESS MIRROR10. SOLID SURFACE COUNTERTOP W/4" SPLASH; PER OWNER SELECTION11. UNDER MOUNT SINK WITH SURFACE MOUNT FAUCET COMPLIANT WITH

CA/ADA STANDARDS AND CODES12. LAMINATE TOILET PARTITION13. (E) DRYER IN NEW CASEWORK WITH SOLID SURFACE COUNTERTOP AND 4"

SPLASH; PROVIDE SHOP DRAWING FOR OWNER/ARCHITECT REVIEW14. PAPER TOWEL DISPENSER AND TRASH BIN, RECESSED15. FOLDABLE SHOWER SEAT COMPLIANT WITH CA/ADA STANDARDS AND

CODES16. (E) MIRROR WITH NEW TRIM17. (N) EXHAUST FAN WITH DAMPERS

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCT MATERIALMODELNUMBERTRADENAMEPRODUCT MATERIALMODELNUMBERTRADENAMEPRODUCT MATERIALMODELNUMBERTRADENAMEPRODUCT MATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL

1 2 3 4 5

6 7 8 9 10 11

12 13 14 15 16

2

1

1 22

3

4 6

7 7

7

7

8

10

10

10

1111

12 1212

13

13

1315

9

16

17

17

MODELNUMBERTRADENAMEPRODUCT MATERIALMODELNUMBERTRADENAMEPRODUCT MATERIALMODELNUMBERTRADENAMEPRODUCT MATERIALMODELNUMBERTRADENAMEPRODUCT MATERIAL

OPEN TOLAVORATORY

OPEN TOSHOWERS

OPEN TOURINALS

OPEN TOTOILETS

OPEN TOSHOWERS

OPEN TOURINALS

OPEN TOLAVORATORY

A8.2

SHEET NAME

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A81_IntElev - Copy 6.8.dwg

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MENS'S LOCKER ROOM 1/4" 2

KEYNOTE LEGEND - INTERIOR ELEVATIONS1. 36" GRAB BAR2. 44" GRAB BAR3. TOILET PAPER DISPENSER, RECESSED4. (E) TOILET SEAT COVER DISPENSER, SURFACE MOUNT5. (N) TOILET SEAT COVER DISPENSER, SURFACE MOUNT6. SOAP DISPENSER, SURFACE MOUNT7. LIGHT FIXTURE, PER OWNER SELECTION8. CORNER SHELF AT +40" TO USABLE SURFACE9. 48" FRAMELESS MIRROR10. SOLID SURFACE COUNTERTOP W/4" SPLASH; PER OWNER SELECTION11. UNDER MOUNT SINK WITH SURFACE MOUNT FAUCET COMPLIANT WITH

CA/ADA STANDARDS AND CODES12. LAMINATE TOILET PARTITION13. (E) DRYER IN NEW CASEWORK WITH SOLID SURFACE COUNTERTOP AND 4"

SPLASH; PROVIDE SHOP DRAWING FOR OWNER/ARCHITECT REVIEW14. PAPER TOWEL DISPENSER AND TRASH BIN, RECESSED15. FOLDABLE SHOWER SEAT COMPLIANT WITH CA/ADA STANDARDS AND

CODES16. (E) MIRROR WITH NEW TRIM17. (N) EXHAUST FAN WITH DAMPERS

A9.1

SHEET NAME

Checked by

Date

Drawn by

Project Manager

Filename

Sheet

Job Number

No. DateRevision

019-1801

OAK

MO

NT V

ILLAG

EEA

ST R

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ATIO

N C

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RAC

CES

SIBILI

TY U

PGRA

DES

7902

OAK

MO

NT D

RIVE

SAN

TA R

OSA

CA

-

05.30.2018

A91 ADA Details deleted.dwg

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Mitchell S. Conner

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ia


16 12 8 4

11 3

18 14 10 2

17 13 9 1

1/8"

scale

TYP ACCESSIBLE PARKING

144" MIN 60" MIN 108" MIN

(VAN STALL) (TYPICAL AUTOSTALL)

(ALT 96" WITH 96" ACCESS AISLE)

216"

MIN

1:48MAX

1:48

MA

X

WHEELSTOP WHEREOCCURS

36"MAX

IDENTIFICATION SIGN.WHERE OCCURS SEESITE PLANS AND DTL

2

--

INTERNATIONALSIGN OF

ACCESSIBILITY36"X36". WHITE ON

BLUEBACKGROUND.

BLUE BORDER ANDSTRIPES

WHITE LETTERING 12"HIGH. WHITE.

NOPARKING

HATCHED LINES SHALL BE PAINTED WITH A COLORTHAT CONTRASTS WITH THE PARKING SURFACE,

PREFERABLY BLUE OR WHITE

12"scale

INT'L SIGN OF ACCESSIBILITY

SYMBOL SIZE SHALL BE 4" SQUARE MINAT ACCESSIBLE ENTRANCES

1 1/2"scale

UNAUTHORIZED VEHICLE SIGN

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACES NOTDISPLAYING DISTINGUISHING

PLACARDS OR SPECIALLICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES

WILL BE TOWED AWAY AT THEOWNER'S EXPENSE.

TOWED VEHICLES MAY BERECLAIMED AT

__________________________ ORBY TELEPHONING ___________

NOTE: ALL LETTERING 1" HIGH.FILL IN APPROPRIATE INFORMATION ASPERMANENT PART OF THE SIGN

1 1/2"scale

ACCESSIBLE PARKING SIGN

PARKINGONLYVAN

ACCESSIBLEMINIMUMFINE $250

PARKINGONLYMINIMUMFINE $250

A. B.

MA

Y BE

SEP

ERA

TE P

LAC

ARD

SM

OUN

TED

TO

SIN

GLE

PO

ST

+60" (WALLMOUNTED)+80" (POSTMOUNTED)

NOTE: ALL LETTERING AND SYMBOLSSHALL BE WHITE ON BLUE BACKGROUND

+58-60" A.F.F.

TO C OF SIGN

(BRAILLE)

WOMEN MEN UNISEX

WOMEN

6" F

IELD

8"

7" MIN

L

3"scale

ACCESSIBILE SIGN - WALL

NOTE:1. SIGN SHALL BE OF ENGRAVED LAMINATED ACRYLIC2. CHARACTERS AND SPACING PER CBC PART 2 VOL 1 11B-7053. MOUNT SIGN AT LATCH SIDE OF DOOR WITHIN 18" OF OPENING

EASED EDGE WITH ROUND CORNERS, TYP

GENDER SYMBOL PER CBC PART 2 VOL 111B-706.1 CORRESPONDING TO NAME OFROOMINTERNATIONAL SYMBOL OFACCESSIBILITY

CHARACTERS READING: "MEN","WOMEN" OR "UNISEX" (CONSISTENT W/ROOM NAME ON FLOOR PLANS)

REPEAT ALL TEXT IN CALIFORNIACONTRACTED GRADE #2 BRAILLE

18" MIN

6"M

AX

3'-0

"

16" MINTO ℄ OF

FOUNTAIN

36" M

AX

TO ℄

OF

SPO

UT

27" M

IN

38-4

3"TO

℄ O

F SP

OUT

3/4"scale

DRINKING FOUNTAIN

1 1/2" (1.66 O.D.) STD GALV PIPERAIL WALL; PAINT SEMI-GLOSS

TYPICAL EACH SIDE OF FIXTURE

16" MINTO ℄ OF

FOUNTAIN

STANDARD HEIGHT FOUNTAIN

ACCESSIBLE FOUNTAIN

PUSH BUTTON

SPOUT

PROTECTED RAILS MAY BE OMITTED WHEN FIXTURE IS LOCATED COMPLETELY IN ALCOVE.SIMILAR DIMENSIONAL CLEARNACES APPLY. SEE FLOOR PLAN.

5"MAX

15" MIN

3/4"scale

ACCESSIBLE KNEE CLEARANCE

9" M

IN

27" M

IN

8" MIN

11" MIN

9" M

IN

27" M

IN

8" MIN

11" MIN

29" M

IN

ELEVATION ELEVATION AT LAVATORY

CLEARKNEESPACE

3"scale

VERTICAL LEVEL CHANGE

1 2" M

AX

1 4" M

AX

1 4" M

AX

2:1

1 2"

CARPET PILE HEIGHT

GENERAL

BEVEL

UNISEX

MEN'SWOMEN'S OR BOY'SOR GIRL'S

58-6

0" A

.F.F

.TY

P

12" DIA1'-0"

1'-0"1'-0"

12" DIA

CONTRASTINGCOLORS:

TRIANGLE OVERBACKGROUND CIRCLE

1 1/2"scale

ACCESSIBLE SIGN - DOOR

NOTE:1. SIGN SHALL BE OF ENGRAVED LAMINATED ACRYLIC

PER CBC PART 2 VOL 1 11B-703.7.2.6 WITHSUBSURFACE COLOR AS SELECTED BY ARCHITECT.

2. BACKGROUND COLOR OF SIGN TO CONTRAST WITHDOOR COLOR

3. MOUNT SIGN WITH 1" OF CENTER OF DOOR LEAF

1/2"scale

ACCESSIBLE TOILET ELEVATIONS

K-4350WELLCOMMEC_TOILETSVITREOUS CHINA

17-18"

19" M

IN7-9"

54" MIN

12"MAX

42" MIN

24" MIN 12"MIN

24" MIN

36" MIN

FLUSHCONTROL

44" M

AX

17-1

9"

33-3

6"

NOTES:1. SEE ENLARGED FLOOR PLANS FOR ADDITIONAL

CLEARANCES.2. AMBULATORY STALL AND RESIDENTAL WATER CLOSET

DIMENSIONS VARY. SEE ENLARGED FLOOR PLANS WHERECONDITIONS OCCUR.

TOILETPAPER DISP.

1/2"scale

ACCESSIBLE MOUNTING HEIGHTS

40" M

AX

MIRROR

SANITARYNAPKIN

DISPENSER

PAPERTOWEL

DISPENSER

TOILET SEATCOVER

DISPENSER

SOAPDISPENSER(VERT. &HORIZ.)

1/2"scale

ACCESSIBLE URINAL ELEVATIONS

13 1 2"MIN

17" M

AX 44

" MA

X

NOTES:SEE ENLARGED FLOOR PLANS FOR ADDITIONAL CLEARANCES.

48" M

AX

AT

TOP

OF

MO

UNT

BRA

CKE

T O

FHA

ND

HEL

D S

PRA

YERS

33" -

36"

40" M

AX

18".

19" MIN

27" MAX

2 1/2" MAX

15-16"

30" M

ININ

SID

E FA

CE

OF

FIN

ISH

60" MININSIDE FACE OF FINISH

1 1/

2"M

AX

14-1

5" 22-23"

3/8"scale

ACCESSIBLE SHOWER STALL

HAND HELDSPRAY UNIT

SHOWER HEADWHERE OCCURS

1/2" MAX. BEVELED THRESHOLD

SINGLE LEVER CONTROLVALVES

SOAP DISH

FOLDING SHOWERSEAT SEE DETAIL THIS SHEET

6"MAX

39-4

1"

NOTE: DIMENSIONAL REQUIREMENTS ACCORDING TO FEDERAL OR STATE ACCESSIBILTYGUIDELINES, WHICHEVER IS MORE RESTRICTIVE. ALTERNATE CONFIGURATIONS ASALLOWED BY CODE(S).

(STANDARDROLL-IN)

3" MAX

MULTI-PURPOSE ROOM

LOBBY

MEN

WOMEN

CONFERENCE ROOM

KITCHEN

SERVING COUNTER

DECK

STORAGE ROOM

EXISTING WALLS TO REMAIN:

REMOVED WALLS:

DEMOLIT ION LEGEND

0 2' 4' 8'

PL

AN

NO

RT

H

SCALE: 1/4" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

EXISTING CONDITIONS NOTES:

1. Existing structural elements shown on these plans represent assumed conditions based on existing

plans, if made available, documentation by others and know standard construction practices. It is

not warranted that the conditions shown are totally representative of those existing. Owner and

contractor shall investigate existing conditions prior to start of construction.

2. Owner and contractor should be aware that exposed structural conditions may differ from those

which are concealed by finishes, occur below grade or area subject to changes due to time,

environment or modification by others.

3. Existing structural conditions indicated as existing (E) or verify in field (V.I.F.) require that the

contractor either verify the presence of such conditions, provide new materials to create such

conditions, or notify designer of conflicting condition.

4. Owner or contractor shall immediately consult with the designer where visual observation or

demolition exposes existing conditions which conflict with the construction documents or reveal

damaged or deteriorated structural or architectural elements that are to remain as part of the finished

product.

5. Owner or contractor should notify local governing authority if visual inspection or demolition reveals

the presence of hazardous materials in any form at the project site, including but not limited to,

asbestos, asbestos products, PCB's or other toxic substances.

6. Contractor is responsible for the design of all temporary shoring and bracing of the existing structure

during construction.

SELECTIVE DEMOLITION NOTES:

DESCRIPTION OF WORK:

1. Extent of selective demolition work is indicated on architectural drawings. Contractor shall be

responsible for all shoring and temporary bearing of existing structure required during demolition

work.

2. Types of selective demolition work: demolition requires the selective removal and subsequent offsite

disposal of the following:

a. Cutting and removal of areas of concrete floor & walls, and removal of doors, partitions,

HVAC, plumbing, electrical and miscellaneous fixtures.

b. Removal of all items required to complete new work as indicated.

JOB CONDITIONS:

1. Occupancy: Owner may be continuously occupying areas of the building immediately adjacent to

areas of selective demolition (verify with owner). Conduct selective demolition work in manner that

will minimize need for disruption of owner's normal operations. Provide minimum of 72 hours

advance notice to owner of demolition activities which will severely impact owner's normal

operations.

2. Condition of structures: Owner assumes no responsibility for actual condition of items or structures

to be demolished.

3. Partial demolition and removal: Items indicated to be removed and "salvaged" are to be properly

stored and protected on site. Other items not indicated to be salvaged may be removed from

structure as work progresses. Transport disposal items from site as they are removed.

4. Storage or sale of disposal items on site will not be permitted.

PROTECTIONS:

1. Provide temporary barricades and other forms of protection as required to protect owner's personnel

and general public from injury due to selective demolition work.

2. Provide protective measures as required to provide free and safe passage of owner's personnel and

general public to and from occupied portions of building.

3. Protect from damage existing finish work that is to remain in place and becomes exposed during

demolition operations.

4. Protect floors with suitable coverings when necessary.

5. Construct temporary insulated solid dustproof partitions where required to separate areas where

noisy or extensive dirt or dust operations are performed. Equip partitions with dustproof doors and

security locks.

6. Remove protections at completion of work.

7. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to

owner.

INSPECTION:

1. Prior to commencement of selective demolition work, inspect areas in which work will be performed.

Photograph or videotape existing conditions of structure surfaces, equipment or to surrounding

properties which could be misconstrued as damage resulting from selective demolition work; file

with owner prior to starting work.

PREPARATION:

1. Cover and protect furniture, equipment and fixtures to remain from soiling or damage when

demolition work is performed in rooms or areas from which such items have not been removed.

Erect and maintain dust-proof partitions and closures as required to prevent spread of dust or fumes

to occupied portions of the building.

2. Where selective demolition occurs immediately adjacent to occupied portions of the building,

contruct dust-proof partitions of minimum 4" studs, 5/8" drywall (joints taped) on occupied side, 1/2"

fire-retardant plywood on demolition side, and fill partition cavity with sound-deadening insulation.

3. Provide weatherproof closures for exterior openings resulting from demolition work.

DEMOLITION:

1. Perform selective demolition work in a systematic manner use such methods as required to

complete work indicated on drawings in accordance with demolition schedule and governing

regulations.

2. Cut concrete and masonry in small sections. cut concrete and masonry at junctures with

construction to remain using power-driven masonry saw or hand tools, do not use power-driven

impact tools.

3. Promptly remove debris to avoid imposing excessive loads on supporting floor framing.

4. If unanticipated mechanical, electrical or structural elements which conflict with intended function or

design are encountered, investigate and measure both nature and extent of the conflict. Submit

report to owner in written, accurate detail. Pending receipt of directive from owner, rearrange

selective demolition schedule as necessary to continue overall job progress without delay.

SALVAGE MATERIALS:

1. Salvage items: consult with owner regarding items to be salvaged. Carefully removed indicated

items, clean, store at a location within the building as directed by the owner and obtain receipt.

DISPOSAL OF DEMOLISHED MATERIALS:

1. Remove debris, rubbish and other materials resulting from demolition operations from building site.

Transport and legally dispose of materials off site.

2. If hazardous materials are encountered during demolition operations, comply with applicable

regulations, laws, and ordinances concerning removal, handling and protection against exposure or

environmental pollution.

3. Burning of removed materials is not permitted on project site.

CLEAN-UP AND REPAIR:

1. Upon completion of demolition work, removed tools, equipment and demolished materials from site.

maintain protection if used for construction phase and leave interior areas broom clean.

2. Repair of demolition performed in excess of that required. return structures and surfaces to remain

to condition existing prior to commencement of selective demolition work. Repair adjacent

construction or surfaces soiled or damaged by selective demolition work.

REMOVE

EXISTING

WINDOW

REMOVE

EXISTING

WINDOW

EXISTING

DRINKING

FOUNTAIN

EXISTING

GUARDRAIL

EX

IS

TIN

G B

AS

EM

EN

T

AIR

IN

TA

KE

G

RA

TE

REMOVE EXISTING

EXIT SIGN

EX

IS

TIN

G T

O

RE

MA

IN

SEE CIVIL AND LANDSCAPE DRAWINGS

FOR SCOPE OF SITE DEMOLITION WORK

EX

IS

TIN

G T

O

RE

MA

IN

EXISTING POST

RE

MO

VE

PO

RT

IO

N O

F

EX

IS

TIN

G

WA

LL

F

OR

NE

W C

AS

ED

OP

EN

IN

G P

ER

FL

OO

R P

LA

N

EXISTING DUCT CHASE

REMOVE EXISTING DECK,

RAILING, POSTS AND

FOOTINGS - TYPICAL

NOTES:

1. REMOVE EXISTING SPRAYED-ON ACOUSTIC

CEILING TEXTURE IN ALL ROOMS WHERE

OCCURS.

2. REMOVE EXISTING FLOOR FINISHES IN ALL

ROOMS.

3. REMOVE EXISTING DOOR THRESHOLDS

TYPICAL.

4. SEE STRUCTURAL AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING

CONCRETE STEM

WALL TO REMAIN

REMOVE PORTION OF EXISTING

WALL FOR NEW OPERABLE PANEL

PARTITION PER PLAN

REMOVE EXISTING

WATERLESS URINAL AND

INSTALL WHERE SHOWN

ON FIRST FLOOR PLAN,

SHEET A2.3

3 3

No. C-17891

R

A

L

1-31-19

C

E

O

F

C

T

S

T

A

I

L

REN.

E

N

D

A

E

S

C

E

I

F

O

A

R

I

N

T

T

H

C

J

A

M

E

S

M

C C

A

L

L

I

G

A

N

I

a r c h i t e c t s

James McCalligan Architect

Drawn By:

Date:

OF SHEETS

JOB NUMBER:

Project Architect:

8-7-18

MSW

JAM

1721

AP

N: 016-720-062

7902 O

AK

MO

NT

D

RIV

E

SA

NT

A R

OS

A, C

ALIF

OR

NIA

A

N

EW

D

EC

K A

ND

A

DD

IT

IO

N F

OR

OA

KM

ON

T E

AS

T R

EC

C

EN

TE

R

DATERevision

#

Plan Check 6-8-18

Owner Revision 7-26-18

Fire Department 8-7-18

1

2

3

A2.1

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

James A. McCalligan Architect.

AutoCAD SHX Text

Copyright 2018

AutoCAD SHX Text

of service and shall not be used,

AutoCAD SHX Text

in part or in whole, for any work

AutoCAD SHX Text

not specifically contracted with

AutoCAD SHX Text

These drawings are an instrument

AutoCAD SHX Text

115 4th Street, Suite A

AutoCAD SHX Text

Santa Rosa, California 95401

AutoCAD SHX Text

(707) 578-4525 Fax: 578-3742

AutoCAD SHX Text

License No. C17891

EXISTING WALLS:

NEW WALLS:

W A L L L E G E N D

MULTI-PURPOSE ROOM

LOBBY

MEN

WOMEN

CONFERENCE ROOM

KITCHEN

SERVING COUNTER

DECK

STORAGE ROOM

STORAGE ROOM

0 2' 4' 8'

PL

AN

NO

RT

H

SCALE: 1/4" = 1'-0"

FIRST FLOOR PLAN

AA

A4.1

A4.1

12

'-3

"

40'-0"

4'-0

"

16

'-3

"

11

'-0

"

19'-0"

2x4 STUDS @

16"o.c.

WITH

FIBERGLASS

SOUND

ATTENUATION

BATT

INSULATION

13

'-1

0"

23

'-2

"

48

'-0

"

28'-0" 16'-0"

84'-0"

LINE OF

ROOF

ABOVE

2x6 STUDS

@ 16"o.c.

A3

A6.1

GUARDRAIL

A3

A6.1

GUARDRAIL

EXISTING GUARDRAIL

LINE OF EXISTING

ROOF ABOVE

EXISTING

GUARDRAIL

B3

A6.2

EXISTING

DRINKING

FOUNTAIN

INSTALL SELF-ADHESIVE

SILICONE DOOR SEAL AT

DOOR HEAD AND JAMBS

(2) PIPE

SLEEVES

BELOW SLAB

- SEE CIVIL

DRAWINGS

FLOOR PLAN NOTES:

1. Provide approved exterior flashing at all exterior openings typical.

2. All appliances, fixtures and all other manufactured materials to be installed per manufacturer's

specifications, conditions and clearances with the highest standards of workmanship in Northern

California. Provide seismic bracing to all gas burning appliances.

3. Interior studs shall be 2 x 4 @ 16"o.c. typical, u.o.n.

4. Exterior studs shall be a min. 2 x 4 @ 16"o.c. continuous floor to roof unless braced at ceiling,

u.o.n.. Interior studs may stop at the ceiling unless needed to extend to the roof for lateral stability.

Cripple walls between ceiling and roof require standard stud framing, 2 x 4 @ 16"o.c. with a

maximum 10'-0" height, typical u.o.n.

6. Brace exterior walls and interior partitions at each end and at least every 25 feet of wall (parallel to

wall). Brace interior walls with ceiling diaphragm or cross wall braces at 10'-0" o.c. maximum

(perpendicular to wall).

7. Fireblock at ceilings, floors, furred-down ceilings, showers, soffits, pipe openings, ducts and

chimneys at floor and ceiling and at concealed draft openings not to exceed 10'-0" o.c. maximum.

8. Provide approved building paper under siding and approved flashing at exterior openings typical,

u.o.n..

10. Provide cement backer board under mop sink surrounds. At ceramic tile surrounds, install tile per

'Tile Council of America' (T.C.A.) standards. See Interior Elevations.

11. Contractor to verify all window rough opening dimensions in field and coordinate openings with

structural framing requirements. Rough openings and structural framing requirements shall be

maintained.

12. All gypsum board shall be installed per Gypsum Association standards. See Floor Plan for special

gypsum board installation locations. All double layered gypsum board (where occurs) shall be

installed with edge nailing at 8"oc at each layer and all joints staggered a minimum of 24". Typical,

u.o.n.

13. All egress doors must be openable from the inside without the use of a key, special knowledge or

effort.

SOFFIT

ABOVE

±4'-0" V.I.F.

INSTALL FIBERGLASS

SOUND ATTENUATION

BATT INSULATION AT

EXISTING WALL

INSTALL FIBERGLASS

SOUND ATTENUATION

BATT INSULATION AT

EXISTING WALL

10"

C

L



DOOR HEAD AND JAMBS

EXISTING

POST - S.S.D.

A4

A6.1

THRESHOLD

A4

A6.1

THRESHOLD

B1

A6.1

TYPICAL

+3'-6" MIN GUARDRAIL - TYPICAL

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY

3

A6.3

B1

A6.2

TACTILE

EXIT SIGN

4

A6.3

THRESHOLD

4

A6.3

THRESHOLD

4

A6.3

THRESHOLD

4

A6.3

THRESHOLD

B4

A6.1

DECK-TO-WALL

SEISMIC JOINT

Luxury Vinyl Plank Flooring

COREtec Plus luxury vinyl 5"x48" plank flooring.

Color: Dakota Walnut 50LVP507.

Ceramic Tile Flooring

Richards & Sterling Travel 8"x48" Strutturato rectified ceramic tile.

Color: WestBrown Strutturato SP 59848T.

Inset Abrasive Floor Mat

EF Contract textured loop nylon mat.

Color: Come In AX307.

A

FLOOR FINISHES

B

C

INSET ABRASIVE

FLOOR MAT BY

FLOORING

CONTRACTOR

4

A6.3

FOR ACCESSIBLE

RESTROOM FIXTURE

AND ACCESSORY

STANDARDS SEE

8

A6.3

TYPICAL

FOR ACCESSIBLE

RESTROOM SIGNAGE

SEE

5

A6.3

TYPICAL

3'-0"

3'-0" SELF

CLOSING

DOOR

URINAL

SCREEN

URINAL

T.P.D.

S.C.D.

30" MIN

CLEAR

FURRED WALL

OVER EXISTING

CONCRETE

STEM WALL

60" MIN CLEAR

59

" M

IN

C

LE

AR

59" MIN CLEAR

60

" M

IN

C

LE

AR

3'-0" SELF

CLOSING

DOOR

4'-4

"

Ø

5

'

-

0

"

2'-0

"

2'-1

1"

CL

EA

R

4'-0"

CLR

EXISTING FALSE BEAM ABOVE

STORAGE CLOSET

NEW

6'-0"x4'-6" FIXED

ABOVE WITH

6'-0"x4'-6"

HORIZONTAL

SLIDER BELOW

3'-0

"x7

'-0

"

3'-0"x7'-0"

NEW

PAIR

3'-8"x7'-0"


EX

IS

TIN

G F

AL

SE

B

EA

M A

BO

VE


EX

IS

TIN

G F

AL

SE

B

EA

M A

BO

VE


EXISTING FALSE BEAM ABOVEEXISTING FALSE BEAM ABOVE


EXISTING DUCT CHASE

RWL

RWL

EX

IS

TIN

G B

AS

EM

EN

T

AIR

IN

TA

KE

G

RA

TE

STACKED

PANELS

STACKED

PANELS

4'-0

"x7

'-0

"

CA

SE

D

OP

EN

IN

G

LVP FLOORING

187 S.F. / 300 = 1 OCCUPANT

LVP FLOORING

228 S.F. / 300 = 1 OCCUPANT

LVP FLOORING

2,282 S.F. / 15 = 152 OCCUPANTS

(2) EXITS PROVIDED - SEPARATED BY MIN

1/3 OF MAX DIAGONAL

LVP FLOORING

509 S.F. / 15 = 34 OCCUPANTS

LVP FLOORING

CERAMIC TILE

CERAMIC TILE

LVP FLOORING

133 S.F. / 200 = 1 OCCUPANT

LVP FLOORING

133 S.F. / 200 = 1 OCCUPANT

COMPOSITE DECKING PER

EXTERIOR MATERIALS

598 S.F. / 15 = 40 OCCUPANTS

DECK IS ACCESSORY

ASSEMBLY FOR

MULTI-PURPOSE ROOM

S.C.D.

T.P.D.

W.C.

P.T

.D

.

P.T.D.

W.C.

W.C.

S.C.D.

T.P.D.

LAV LAV

LA

VL

AV

30

"x4

8"

CL

EA

R

30"x48"

CLEAR

2'-2"

DOOR

SHELF AND POLE

NE

W P

AIR

6'-0

"x7

'-0

"

SO

LID

C

OR

E

A1B

A6.2

A1A

A6.2

B1

A6.2

TACTILE

EXIT

SIGN

NEW

PAIR

3'-8"x7'-0"

EXISTING FALSE

BEAM ABOVE

2x4 STUDS

@ 16"o.c.

NEW GYPSUM BOARD

SOFFIT AT +8'-0" A.F.F.

SHOWN SHADED

2'-1

"

8'-8"

1

1

1

1

<4" <4"

<4"<4"

1

1

1

1

23'-3

3

4

"± (V.I.F.) x 8'-0" MODERNFOLD

ACOUSTI-SEAL 931 OPERABLE PANEL

PARTITION (PANEL ACOUSTICAL

RATING = 50 STC WITH ADDITIONAL

SOUND-SOAK FINISH MATERIAL TO

MEET THE MINIMUM PERFORMANCE

CRITERIA OF 42 NIC AND 0.65 NRC )

FABRIC COLOR: LUMA MORNING FOG

(111873-717)

TRIM & HINGE COLOR: SMOKE GRAY

(SW2128)

1

1

COL - S.S.D.

COL -

S.S.D.

1

1

1

1

R52'-2"

NEW PAIR 6'-0"x7'-0"

ALUMINUM

SINGLE LITE

TEMPERED GLASS

PASSAGE LATCH

FUNCTION (NO

LOCKSET)


ALUMINUM

SINGLE LITE

TEMPERED GLASS

PASSAGE LATCH

FUNCTION (NO

LOCKSET)

3 3

3

NEW

6'-0"x4'-6" FIXED

ABOVE WITH

6'-0"x4'-6"

HORIZONTAL

SLIDER BELOW

2

No. C-17891

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Drawn By:

Date:

OF SHEETS

JOB NUMBER:

Project Architect:

8-7-18

MSW

JAM

1721

AP

N: 016-720-062

7902 O

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Copyright 2018

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(707) 578-4525 Fax: 578-3742

AutoCAD SHX Text

License No. C17891

0 2' 4' 8'SCALE: 1/4" = 1'-0"

NORTH ELEVATION

0 2' 4' 8'SCALE: 1/4" = 1'-0"

EAST ELEVATION

PUSH

TO

OPEN

PUSH

TO

OPEN

Asphalt Composition Shingle Roofing

Class "A" to match existing over Henry Blueskin RF200 Ice & Water Barrier underlayment or approved

equal. Install per manufacturer’s specifications. 40-year minimum warranty. Provide 24 gauge

galvanized metal flashing as required, typical. Install per S.M.A.C.N.A. standards and assembly details.

Siding

James Hardie HardiePanel Select CedarMill pre-primed

5

16

" siding with HardieTrim Rustic Grain 1x3

pre-primed batten boards @ 16"o.c. - painted finish - over Henry Blueskin VP100 Vapor Barrier or

approved equal. Block at 48"o.c.

Color: Match existing siding color.

Trim

James Hardie HardieTrim Rustic Grain 5/4x6 pre-primed trim boards - painted finish.

Color: Match existing trim color.

Water Table Flashing

24 gauge galvanized sheet metal flashing per detail - painted finish.


Trim

James Hardie HardieTrim Rustic Grain 5/4x12 pre-primed trim boards - painted finish.


Trim

James Hardie HardieTrim Smooth 4/4x6 pre-primed trim boards - painted finish.


Fascia and Rake Boards

James Hardie HardieTrim Smooth 5/4x8 pre-primed fascia - painted finish.

Color: Match existing fascia color.

Gutters and Rain Water Leaders at New Building Addition

24 gauge seamless fascia gutter to match existing and 2x3 rectangular galvalume downspouts (tie

rainwater leaders to solid conduit and drain to daylight). Provide leaf guard typical to prevent the

accumulation of leaves and debris. Provide clean out for gutter drain.

Color: Paint gutters to match fascia; Paint rain water leaders to match adjacent walls.

Overhangs

James Hardie Artisan

5

8

"x8

1

4

" pre-primed V-rustic siding - painted finish.

Color: Match existing overhang color.

Rafter Tails

2x exposed rafter tails @ 2'-0"o.c. - primed and painted.

Color: Match existing rafter tail color.

Outriggers

4x12 cedar outrigger - primed and painted.

Color: Match existing outrigger color.

Gable End Vent

Aluminum triangular gable end vent per Vent Calculations - painted finish.

Color: Match adjacent trim color.

Windows

Aluminum frame window to match existing; size and operation per plan; Low E4 glazing.

Color: Match existing window color.

A

B

C

D

E

F

G

H

J

K

L

M

N

EXTERIOR MATERIALS

3'-6

"

B1

A6.1

CONDENSING

UNIT

U U

Q

S

B5

A6.2

EXISTING

ELECTRICAL

SWITCHBOARD

ENCLOSURE

R

M

12MATCH

EXISTING

TYPICAL

V

2'-0"

TYPICAL

A3

A6.1

A3

A6.1

NN

NEW DECK ADDITION

NEW BUILDING ADDITION NEW DECK ADDITION

12

EXISTING

TYPICAL

B5

A6.2

B5

A6.2

SIM

B5

A6.2

SIM

R

U

U

EXISTING HI-LO

DRINKING FOUNTAIN

EXISTING CANE

DETECTION RAIL

UU

VV

A

2'-0"

TYPICAL

NATURAL

GRADE

H

A2

A6.2

B

H

A4

A6.2

C

B

R

B1

A6.1

NEW BUILDING ADDITION

SRA/WUI: STATE RESPONSIBILITY AREA /

WILDFIRE URBAN INTERFACE

Guardrail

Stainless steel horizontal cables with stainless steel posts and cap.

Color: natural finish brushed stainless steel.

Box Rib Metal Panel at Deck Ceiling

AEP Span HR-36 22 gauge panel with 36" net coverage and 1

1

2

" @ 7.2"o.c. rib depth and Dura

Tech 5000 Premium 70% Fluoropolymer (PVDF) finish system. Install per manufacturer’s

specifications. 25-year minimum warranty.

Color: Cool Marine Green SRI: 47.

Gutter and Rain Water Leaders at New Deck Addition

24 gauge seamless box gutter and 3"Ø round galvalume downspouts (tie rainwater leaders to solid

conduit and drain to daylight). Provide leaf guard typical to prevent the accumulation of leaves and

debris. Provide clean out for gutter drain.

Color: Paint gutters to match ceiling; Paint rain water leaders to match adjacent walls.

Composite Decking

Trex Transcend 1x6 grooved deck boards with concealed fasteners.

Color: Lava Rock.

Fascia at New Deck Addition

1

4

" galvanized steel plate per detail - primed and painted.

Color: Selected by Architect.

Columns at New Deck Addition

Galvanized steel HSS column per Structural Drawings - primed and painted.

Color: Selected by Architect.

Guardrail

Galvanized steel guardrail per detail - primed and painted.

Color: Match existing guardrail color.

Fabric Awning

By others.

Louvered Vent

12"x24" aluminum louvered vent - painted finish.

Color: Match adjacent wall color.

Louvered Doors

Fiberglass doors with full louvers; size per plan - painted finish.

Color: Match existing door color.

List of required exterior finishes:

1. Provide minimum of one tempered glass pane on all doors and windows per R327.8.2.1.

2. Any vents at exterior shall have a wire mesh with a minimum opening of

1

16

" and maximum opening of

1

8

" typical per R327.6.2.

3. Exterior doors shall be solid-core with stiles and rails not less than 1

3

8

" thick. raised panels shall no be

less than 1

1

4

" thick (exterior perimeter of the raised panel may taper to less than

3

8

" thick) or:

4. Exterior doors shall have a fire-resistance rating of not less than 20-minutes when tested to NFPA 252

or:

5. Exterior doors shall be tested to meet SFM Standard 12-71-1.

P

Q

R

S

T

U

V

W

X

Y

P

F

L

C

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B5

A6.2

SIM

B5

A6.2

SIM D

J

G

D

P

C

C

EXISTING

GUARDRAIL

EXISTING

GUARDRAIL

Q

T

S

STAINLESS STEEL BACKSPLASH

PER PLAN AT EXISTING SHOWER

EXISTING

ELECTRICAL

SWITCHBOARD

ENCLOSURE

EXISTING

SHOWERHEAD

EXISTING

SHOWER

CONTROL

17'-0" (VERIFY IN FIELD)

W

K

L

E

T

EXISTING

A/C UNIT

FOR ACCESSIBLE RESTROOM

SIGNAGE SEE TYPICAL

5

A6.3

FOR AUTOMATIC DOOR

ACTUATOR PUSH PLATES SEE

C1

A6.2

TYPICAL

38'-6" awning V.I.F.

XX

8'-0

"

TOP OF SLAB

Y

2'-6

" A

FF

2

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Drawn By:

Date:

OF SHEETS

JOB NUMBER:

Project Architect:

8-7-18

MSW

JAM

1721

AP

N: 016-720-062

7902 O

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(707) 578-4525 Fax: 578-3742

AutoCAD SHX Text

License No. C17891

EXISTING WALLS:

NEW WALLS:

W A L L L E G E N D

MULTI-PURPOSE ROOM

LOBBY

MEN

WOMEN

CONFERENCE ROOM

KITCHEN

SERVING COUNTER

DECK

STORAGE ROOM

STORAGE ROOM

0 2' 4' 8'

PL

AN

NO

RT

H

SCALE: 1/4" = 1'-0"

FIRST FLOOR PLAN

AA

A4

.1

A4

.1

12'-3"

40'-0"

4'-0"

16'-3"

11'-0"

19'-0"

2x4 STUDS @

16"o.c.

WITH

FIBERGLASS

SOUND

ATTENUATION

BATT

INSULATION

13'-10

"23'-2"

48'-0"

28'-0" 16'-0"

84'-0"

LINE OF

ROOF

ABOVE

2x6 STUDS

@ 16"o.c.

A3

A6.1

GUARDRAIL

A3

A6.1

GUARDRAIL

EXISTING GUARDRAIL

LINE OF EXISTING

ROOF ABOVE

EXISTING

GUARDRAIL

B3

A6.2

EXISTING

DRINKING

FOUNTAIN



DOOR HEAD AND JAMBS

(2) PIPE

SLEEVES

BELOW SLAB

- SEE CIVIL

DRAWINGS

FLOOR PLAN NOTES:

1. Provide approved exterior flashing at all exterior openings typical.

2. All appliances, fixtures and all other manufactured materials to be installed per manufacturer's

specifications, conditions and clearances with the highest standards of workmanship in Northern

California. Provide seismic bracing to all gas burning appliances.

3. Interior studs shall be 2 x 4 @ 16"o.c. typical, u.o.n.

4. Exterior studs shall be a min. 2 x 4 @ 16"o.c. continuous floor to roof unless braced at ceiling,

u.o.n.. Interior studs may stop at the ceiling unless needed to extend to the roof for lateral stability.

Cripple walls between ceiling and roof require standard stud framing, 2 x 4 @ 16"o.c. with a

maximum 10'-0" height, typical u.o.n.

6. Brace exterior walls and interior partitions at each end and at least every 25 feet of wall (parallel to

wall). Brace interior walls with ceiling diaphragm or cross wall braces at 10'-0" o.c. maximum

(perpendicular to wall).

7. Fireblock at ceilings, floors, furred-down ceilings, showers, soffits, pipe openings, ducts and

chimneys at floor and ceiling and at concealed draft openings not to exceed 10'-0" o.c. maximum.

8. Provide approved building paper under siding and approved flashing at exterior openings typical,

u.o.n..

10. Provide cement backer board under mop sink surrounds. At ceramic tile surrounds, install tile per

'Tile Council of America' (T.C.A.) standards. See Interior Elevations.

11. Contractor to verify all window rough opening dimensions in field and coordinate openings with

structural framing requirements. Rough openings and structural framing requirements shall be

maintained.

12. All gypsum board shall be installed per Gypsum Association standards. See Floor Plan for special

gypsum board installation locations. All double layered gypsum board (where occurs) shall be

installed with edge nailing at 8"oc at each layer and all joints staggered a minimum of 24". Typical,

u.o.n.

13. All egress doors must be openable from the inside without the use of a key, special knowledge or

effort.

SOFFIT

ABOVE

±4'-0" V.I.F.

INSTALL FIBERGLASS

SOUND ATTENUATION

BATT INSULATION AT

EXISTING WALL

INSTALL FIBERGLASS

SOUND ATTENUATION

BATT INSULATION AT

EXISTING WALL

10"

C

L



DOOR HEAD AND JAMBS

EXISTING

POST - S.S.D.

A4

A6.1

THRESHOLD

A4

A6.1

THRESHOLD

B1

A6.1

TYPICAL

+3'-6" MIN GUARDRAIL - TYPICAL

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY

3

A6.3

B1

A6.2

TACTILE

EXIT SIGN

4

A6.3

THRESHOLD

4

A6.3

THRESHOLD

4

A6.3

THRESHOLD

4

A6.3

THRESHOLD

B4

A6.1

DECK-TO-WALL

SEISMIC JOINT

Luxury Vinyl Plank Flooring

COREtec Plus luxury vinyl 5"x48" plank flooring.

Color: Dakota Walnut 50LVP507.

Ceramic Tile Flooring

Richards & Sterling Travel 8"x48" Strutturato rectified ceramic tile.

Color: WestBrown Strutturato SP 59848T.

Inset Abrasive Floor Mat

EF Contract textured loop nylon mat.

Color: Come In AX307.

A

FLOOR FINISHES

B

C

INSET ABRASIVE

FLOOR MAT BY

FLOORING

CONTRACTOR

4

A6.3

FOR ACCESSIBLE

RESTROOM FIXTURE

AND ACCESSORY

STANDARDS SEE

8

A6.3

TYPICAL

FOR ACCESSIBLE

RESTROOM SIGNAGE

SEE

5

A6.3

TYPICAL

3'-0"

3'-0" SELF

CLOSING

DOOR

URINAL

SCREEN

URINAL

T.P.D.

S.C.D.

30" MIN

CLEAR

FURRED WALL

OVER EXISTING

CONCRETE

STEM WALL

60" MIN CLEAR

59" M

IN

C

LE

AR

59" MIN CLEAR

60" M

IN

C

LE

AR

3'-0" SELF

CLOSING

DOOR

4'-4"

Ø

5

'

-

0

"

2'-0"

2'-11"

CLE

AR

4'-0"

CLR


STORAGE CLOSET

NEW

6'-0"x4'-6" FIXED

ABOVE WITH

6'-0"x1'-6"

HORIZONTAL

SLIDER BELOW

3'-0"x7'-0"

3'-0"x7'-0"

NEW

PAIR

3'-8"x7'-0"


EX

IS

TIN

G F

ALS

E B

EA

M A

BO

VE


EX

IS

TIN

G F

ALS

E B

EA

M A

BO

VE


EXISTING FALSE BEAM ABOVEEXISTING FALSE BEAM ABOVE


EXISTING DUCT CHASE

RWL

RWL

EX

IS

TIN

G B

AS

EM

EN

T

AIR

IN

TA

KE

G

RA

TE

STACKED

PANELS

STACKED

PANELS

4'-0"x7'-0"

CA

SE

D

OP

EN

IN

G

LVP FLOORING

187 S.F. / 300 = 1 OCCUPANT

LVP FLOORING

228 S.F. / 300 = 1 OCCUPANT

LVP FLOORING

2,282 S.F. / 15 = 152 OCCUPANTS

(2) EXITS PROVIDED - SEPARATED BY MIN

1/3 OF MAX DIAGONAL

LVP FLOORING

509 S.F. / 15 = 34 OCCUPANTS

LVP FLOORING

CERAMIC TILE

CERAMIC TILE

LVP FLOORING

133 S.F. / 200 = 1 OCCUPANT

LVP FLOORING

133 S.F. / 200 = 1 OCCUPANT

COMPOSITE DECKING PER

EXTERIOR MATERIALS

598 S.F. / 15 = 40 OCCUPANTS

DECK IS ACCESSORY

ASSEMBLY FOR

MULTI-PURPOSE ROOM

S.C.D.

T.P.D.

W.C.

P.T

.D

.

P.T.D.

W.C.

W.C.

S.C.D.

T.P.D.

LAV LAV

LA

VLA

V

30"x48"

CLE

AR

30"x48"

CLEAR

2'-2"

DOOR

SHELF AND POLE

NE

W P

AIR

6'-0"x7'-0"

SO

LID

C

OR

E

A1B

A6.2

A1A

A6.2

B1

A6.2

TACTILE

EXIT

SIGN

NEW

PAIR

3'-8"x7'-0"

EXISTING FALSE

BEAM ABOVE

2x4 STUDS

@ 16"o.c.

NEW GYPSUM BOARD

SOFFIT AT +8'-0" A.F.F.

SHOWN SHADED

2'-1"

8'-8"

1

1

1

1

<4" <4"

<4"<4"

1

1

1

1

23'-3

3

4

"± (V.I.F.) x 8'-0" MODERNFOLD

ACOUSTI-SEAL 931 OPERABLE PANEL

PARTITION (PANEL ACOUSTICAL

RATING = 50 STC WITH ADDITIONAL

SOUND-SOAK FINISH MATERIAL TO

MEET THE MINIMUM PERFORMANCE

CRITERIA OF 42 NIC AND 0.65 NRC )

FABRIC COLOR: LUMA MORNING FOG

(111873-717)

TRIM & HINGE COLOR: SMOKE GRAY

(SW2128)

1

1

COL - S.S.D.

COL -

S.S.D.

1

1

1

1

R52'-2"


ALUMINUM

SINGLE LITE

TEMPERED GLASS

PASSAGE LATCH

FUNCTION (NO

LOCKSET)


ALUMINUM

SINGLE LITE

TEMPERED GLASS

PASSAGE LATCH

FUNCTION (NO

LOCKSET)

3 3

3

NEW

6'-0"x4'-6" FIXED

ABOVE WITH

6'-0"x1'-6"

HORIZONTAL

SLIDER BELOW

2

No. C-17891

R

A

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1-31-19

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Drawn By:

Date:

OF SHEETS

JOB NUMBER:

Project Architect:

8-7-18

MSW

JAM

1721

AP

N: 016-720-062

7902 O

AK

MO

NT

D

RIV

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ALIF

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A2.3

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Copyright 2018

AutoCAD SHX Text


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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(707) 578-4525 Fax: 578-3742

AutoCAD SHX Text

License No. C17891

OVA EAST REC CENTER & POOL AREA PLANTING LEGEND 7/20/18

KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE REMARKS WUCOLS

TREES

QUE Quercus wislizeni or douglasii Canyon Live or Blue Oak Oak 1 24" box Fall Color L

LAG Lagerstroemia 'Natchez White' or White Crape Myrtle or 2 24" box Summer Flowers L

Arbutus 'Marina' Madrone Cross Evergreen L

TALL SHRUBS

PCC Prunus caroliniana 'Compacta' Carolina Cherry 3 15 gallon Foliage L

MEDIUM SHRUBS

AS Arctostaphylos 'Sunset' Sunset Manzanita 8 5 gallon Calif. Native L

CEA Ceanothus 'Concha' California Wild Lilac 14 5 gallon Flowers L

LSP Loropetalum 'Snow Panda' Snow Panda Fringe Flower 2 5 gallon Flowers L

LCW Loropetalum chinense Shang -White' Emerald Snow Fringe Flower 33 5 gallon Flowers L

NAN Nandina domestica 'Lemon Lime' Lemon Lime Heavenly Banboo 17 5 gallon Foliage L

GRASSES/TURF

CHO Chondropetalum tectorum or Cape Rush or 4 5 gallon Accent L

Phormium' Yellow Wave' or 'Black Adder' New Zealand Flax 5 gallon Accent L

TURF Medallion Dwarf or Bolero Plus Fescue Blend Medium Water Use Sod 780 SF Pacific or Delta Sod M

GROUNDCOVERS

CDH Ceanothus 'Diamond Heights' Diamond Heights Ceanothus 56 1 gallon 4' OC L

CGL Ceanothus gloriosus 'Anchor Bay' Anchor Bay Ceanothus 36 1 gallon 5' OC L

CSA Cistus salvifolius 'Prostratus' Sageleaf Rockrose 14 1 gallon 4' OC L

AEC Arctostaphylos uva ursi 'Radiant' Radiant Manzanita 29 1 gallon 4' OC L

CP Ceratostigma plumbaginoides DwarfPlumbago 55 1 gallon 3' OC L

SCL Salvia clevelandii ' Bees Bliss' Cleveland Sage 9 1 gallon 3' OC L

ABBREVIATIONS GENERAL NOTES OAKMONT BERGER 707 . 636 …

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Transcript of ABBREVIATIONS GENERAL NOTES OAKMONT BERGER 707 . 636 …