trinity county behavioral health servicesronaldbeyerarchitect.com/tcbhs/addendum no. 1/cedar...

ABBREVIATIONS

THIS LIST IS NOT ALL INCLUSIVE

@ AT& ANDØ DIAMETER# POUND, NUMBER

A/C AIR CONDITIONINGAB ANCHOR BOLTABV ABOVEAD AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAGG AGGREGATEALT ALTERNATEALUM ALUMINUMANC ANCHOR(AGE)

BD BOARDBEL BELOWBLDG BUILDINGBLK BLOCKBM BEAMBMK BENCH MARKBTM BOTTOMBRG BEARINGBRK BRICKBSMT BASEMENTBTWN BETWEEN

CAB CABINETCB CATCH BASINCEM CEMENTCHAM CHAMFERCJ CONTROL JOINTCLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONC MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCOR CORRUGATEDCSMT CASEMENTCTR COUNTER

D DRAINDEM DEMOLISH, DEMOLITIONDF DRINKING FOUNTAINDH DOUBLE HUNGDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDN DOWNDP DEEPDS DOWNSPOUTDW DISHWASHERDWG DRAWING

EA EACHEB EXPANSION BOLTEF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC(AL)ENCL ENCLOSUREEQ EQUAL(E), EXIST. EXISTINGEXT EXTERIOR

FA FIRE ALARMFAS FASTENERFBO FURNISHED BY OTHERSFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABFF FINISHED FLR ELEVATIONFFL FINISHED FLOOR LINEFHMS FLATHEAD MACH SCREWFHWS FLATHEAD WOOD SCREWFIN FINISH(ED)FJT FLUSH JOINTFLCO FLOOR CLEANOUTFLG FLASHINGFLR FLOORFNDN FOUNDATIONFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFTG FOOTING

GA GAUGEGALV GALVANIZEDGB GRAB BARGKT GASKETGL GLASS, GLAZINGGLB GLASS BLOCKGVL GRAVELGYP GYPSUMGYP. BD. GYPSUM WALLBOARD

H/C HANDICAP(PED)HB HOSE BIBBHC HOLLOW COREHDR HEADERHDWR HARDWAREHM HOLLOW METALHORZ HORIZONTALHT HEIGHTHTG HEATINGHVAC HEAT, VENT & AIR CONDHWD HARDWOODHWH HOT WATER HEATER

ID INSIDE DIAMETERINCL INCLUDE(D), INCLUDINGINS INSULATE, INSULATIONINT INTERIORINTM INTERMEDIATE

JF JOINT FILLERJST JOISTJT JOINT

KIT KITCHENKO KNOCKOUTKPL KICK PLATE

L LENGTHLAD LADDERLAM LAMINATE(D)LAV LAVATORYLB LAG BOLTLF LINEAR FOOTLH LEFT HANDLL LIVE LOADLVR LOUVERLWC LIGHT WEIGHT CONCRETELWF LIGHT WEIGHT FILL

MAX MAXIMUMMB MACHINE BOLTMBR MEMBERMC MEDICINE CABINETMECH MECHANICALMET METALMFD METAL FLOOR DECKINGMFR MANUFACTURERMH MAN HOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLDG MOLDINGMTL METAL

(N) NEWNAT NATURALNIC NOT IN CONTRACTNL NAILABLENMT NONMETALLICNOM NOMINALNTS NOT TO SCALE

OBS OBSCUREOC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOHMS OVALHEAD MACH SCREWOHWS OVALHEAD WOOD SCREWOP OPAQUEOPNG OPENING

PAR PARALLELPBD PARTICLE BOARDPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPERF PERFORATE(D)PFB PREFABRICATE(D)PFN PREFINISHEDPFS POUNDS PER SQ FOOTPLAM PLASTIC LAMINATEPLAS PLASTERPLF POUNDS PER LIN FOOTPLT PLATEPMT PAVEMENTPNL PANELPNT PAINTPNTD PAINTEDPSF POUNDS PER SQ FOOTPSI POUNDS PER SQ INCHPT POINTPTD PAPER TOWEL DISPENSERPLYWD PLYWOOD

R RISERRA RETURN AIRRAD RADIUSRAG RETURN AIR GRILLERAI RETURN AIR INTAKERB RUBBER BASERD ROOF DRAINREG REGISTERREM REMOVEREQD REQUIREDRET RETURNREV REVISIONRFH ROOF HATCHRH RIGHT HANDRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRT RUBBER TILERTG RATINGRV ROOF VENTRVS REVERSE SIDERVT RIVET

S SOUTHSC SOLID CORESCH SCHEDULESCN SCREENSD STORM DRAINSECT SECTIONSF SQUARE FOOTSFGL SAFETY GLASSSG SHEET GLASSSH SHELF, SHELVINGSHT SHEETSHTG SHEATHINGSIM SIMILARSKLT SKYLIGHTSLNT SEALANTSPEC SPECIFICATIONSPECS SPECIFICATIONSSPKR SPEAKERSQ SQUARESSK SERVICE SINKSSTL STAINLESS STEELSTD STANDARDSTG SEATINGSTL STEELSTRUC STRUCTURALSYS SYSTEM

T TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPORARYTHK THICK(NESS)THR THRESHOLDTMPD TEMPEREDTOC TOP OF CURBTOL TOLERANCETPD TOILET PAPER DISPENSERTPL TOP OF PLATETR TREADTSL TOP OF SLABTV TELEVISIONTW TOP OF WALLTYP TYPICAL

UC UNDERCUTUGD UNDERGROUNDUNF UNFINISHEDUR URINAL

VAR VARNISHVB VAPOR BARRIERVERT VERTICALVIN VINYLVNB VINYL BASEVNR VENEERVT VINYL TILEVWC VINYL WALL COVERING

W WESTW/ WITHW/O WITHOUTWB WOOD BASEWC WATER CLOSETWD WOODWH WALL HUNGWIN WINDOWWM WIRE MESHWP WATERPROFFINGWR WASTE RECEPTACLEWRP WATER REPELLANTWS WATER STOPWSCT WAINSCOTWTW WALL TO WALLWWF WELDED WIRE FABRICWWM WELDED WIRE MESH

DRAFTING SYMBOLS

APPLICABLE CODES

DESIGN CRITERIA

DRAWING INDEX BUILDING DATA SUMMARY

MODIFICATIONS APPLIED: NONE.

OCCUPANCY: CBC SECTION 303RESIDENTIAL (GROUP R-1)MAIN OCCUPANCY GROUP FOR THE ENTIRE BUILDING.

ALLOWABLE HEIGHT AND BUILDING AREA (SECTIONS 503 AND 504)TABLE 503: FOR CONSTRUCTION TYPE V-B AND OCCUPANCY GROUP B

MAXIMUM AREA PER STORY:MAXIMUM NUMBER OF STORIES:MAXIMUM HEIGHT:

7,000 SF/STORY2 STORIES 40 FEET

ACTUAL BUILDING AREAS (SECTIONS 503 AND 504)TABLE 503: FOR CONSTRUCTION TYPE V-B AND OCCUPANCY GROUP R-1

ACTUAL AREA PER STORY:ACTUAL NUMBER OF STORIES:ACTUAL HEIGHT:

1,800 SF/STORY1 STORY± 23'-0"

BUILDING INFORMATION:

250 MAIN STREET, WEAVERVILLE, CA 96093001-022-14-00GENERAL COMMERCIAL (C2)0.50 ACRESYESYES6 TOTAL SPACES PROVIDED(5 PARKING SPACES AND 1 H.C. SPACES)

CLASSIFICATION:

1. PROJECT LOCATION:2. APN:3. ZONING:3. SITE ACREAGE:4. FIRE SPRINKLER SYSTEM:5. FIRE ALARM SYSTEM:6. PARKING SPACES PROVIDED:

DRAWING INDICATOR

WALL SECTIONBUILDING SECTION

DOOR TAGDETAIL TAG

WINDOW TAGCOLUMN GRIDS

ROOM TAGPLAN NOTES

DRAWING NUMBER

SCALE

DRAWINGNUMBER

MODIFIER

SHEET NUMBER

A1

PLAN NOTE: SEE PLAN NOTES FOR DESCRIPTION

1

A

C1

1

A101

SIMDRAWINGNUMBER

MODIFIER

SHEET NUMBER

DRAWINGNUMBER

MODIFIER

SHEET NUMBER

A1011

SIM

SCALE:5 View Name1/8" = 1'-0"

Room name101

101

1

A101

SIM

• SEISMIC RISK ZONE-D AND E (SUBJECT TO LONGITUDE AND LATITUDE), PER SECTION 1610 (MAJOR DAMAGE: CORRESPONDS TO INTENSITY VIII AND HIGHER ON THE M&:M SCALE.) 25% OF SNOW LOAD MUST BE PLACED ON ROOF/DECKS IN ADDITION TO DEAD LOADS.

M&M - MODIFIED MERCALLI INTENSITY SCALE.VIII EQUAL TO APPROXIMATELY 6 ON RICHTER SCALE.

• WIND SPEED: 85 M.P.H. (TYPICALLY EXPOSURE B AND C), PER SECTION 1609• SNOW LOAD (40 PSF ROOF SNOW LOAD, NONREDUCIBLE)• TERMITE INFESTATION PROBABILITY: REGION I (VERY HIGH)• DECAY PROBABILITY: NONE TO SLIGHT.• ALLOW ABLE FOUNDATION PRESSURE OF UNTESTED SOILS 1000 TO 1500 LBS. SQ. FT.

(ABOVE BASED ON CALIFORNIA BUILDING CODE DATA)• DESIGN METHODS: SECTION 1605 LOAD COMBINATIONS.

(DEPENDS ON BUILDING DESIGN - MOST CRITICAL LOAD)• ROOF DESIGN - SNOW LOAD = 40 PSF. • DURATION OF LOAD- NOT ALLOWED FOR ROOF OR DECK LOADING.• RAINFALL PER HOUR- 1 1/2" TO 2" (100 YEAR, 1 HOUR RAINFALL IN INCHES)• GEOTECHNICAL SOILS REPORT PER CBC 1803

GEOTECHINCAL ENGINEERING REPORT BY MID PACIFIC ENGINEERING, INC. DATED JULY 15, 2016. MPE NO. 02845-01

2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC)2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC)2013 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC)2013 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC)2013 EDITION OF THE CALIFORNIA ENERGY CODE ENERGY EFFICIENCY STANDARDS,

CLIMATE ZONE 112013 EDITION OF THE CALIFORNIA FIRE CODE (CFC)2013 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE2013 EDITION OF THE CALIFORNIA HEALTH AND SAFETY CODE AMENDMENTS

REVISION NOTES

DESCRIPTION OF WORKCONSTRUCTION OF A NEW 1800 SF SINGLE STORY WORD FRAMED RESIDENTIAL CONSTRUCTION CLASSIFIED AS R-1, FIRE-SPRINKLED IN A FIRE HAZARD SEVERITY ZONE ON AN EXISTING SITE OCCUPIED BY ANOTHER SINGLE STORY RESIDENTIAL STRUCTURE WHICH IS SCHEDULED TO BE MODIFIED. THE WORK CONSISTS OF NORMAL SITE WORK INCLUDING ENGINEERED FILL UNDER THE SLAB A NEW PAVED PARKING AREA, UNDERGROUND SITE UTILITIES. THE EXTERIOR OF THE NEW BUILDING WILL HAVE METAL ROOFING AND METAL SIDING . THIS BUILDING IS IN A FIRE HAZARDOUS SEVERITY ZONE AND SUBJECT TO SPECIAL CONSIDERATIONS FOR EXTERIOR FIRE PROTECTION. INTERIOR OF THE BUILDING CONSISTS OF COMMERCIAL STYLE FINISHES, INCLUDING, GYPSUM BOARD TILE WALLS AND FLOORS, HOLLOW METAL DOORS AND FRAMES, AND PLASTIC LAMINATE CASEWORK, NORMAL HVAC SYSTEM, PLUMBING AND ELECTRICAL SYSTEM. A LP FUELED GENERATOR AND FIRE ALARM SYSTEM WILL BE REQUIRED. ALL OTHER WORK INDICATED IN THE CONTRACT DOCUMENTS.

DEFERRED APPROVAL ITEMS1. FIRE ALARM DRAWINGS.2. FIRE SPRINKLER DRAWINGS.3. EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT.

NOTE: A SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH DEFERRED APPROVAL ITEM.

GENERAL NOTESTHE WRITTEN AGREEMENT, DRAWINGS, SPECIFICATIONS AND ANY ADDENDA COMPRISE THE CONTRACT FOR THIS PROJECT. THEY SHALL BE TREATED AS ONE ENTITY, EQUALLY, WITHOUT PRIORITY. ITEMS, ELEMENTS, FIXTURES, SYSTEMS AND EQUIPMENT SHOWN SHALL BE FURNISHED AND INSTALLED EVEN THOUGH TYPICALLY SHOWN ELSEWHERE. THEREFORE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO READ AND COMPREHEND ALL THESE DOCUMENTS IN ORDER TO COMPLETE THE WORK. IF A CONTRACTOR CHOOSES TO NOT THOROUGHLY REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS, THEY DO SO AT THEIR OWN RISK AND AGREE TO FURNISH & INSTALL ALL ITEMS NOTED ABOVE AT NO ADDITIONAL COST OR DELAY TO THE OWNER. (THE ONLY EXCEPTION TO THIS IS THAT THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.)

THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT NO ADDITIONAL COST.

ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING.

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL CONSTRUCT WORK IN COMPLIANCE TO ALL APPLICABLE BUILDING CODES.

BEFORE THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL REVIEW ALL PUBLIC AND PRIVATE UTILITIES INCLUDING GAS, ELECTRICAL, WATER, SANITARY SEWER, STORM SEWER, DATA, PHONE, ETC., RELATIVE TO THEIR LOCATION, CONDITION, PROTECTION, ALTERATION, RELOCATION, ABANDONMENT, ETC., SO AS TO AVOID DAMAGE, INJURY, OR OTHER ADVERSE RESULTS. CONTRACTOR IS RESPONSIBLE FOR DAMAGING (E) UTILITIES.

ALL CONSTRUCTION SHALL BE COMPLETED AT A QUALITY LEVEL THAT IS CUSTOMARY TO THE INSTALLATION, AND AT THE HIGHEST LEVEL OF WORKMANSHIP POSSIBLE. CONSTRUCTION MATERIALS, SYSTEMS, AND INSTALLED EQUIPMENT SHALL BE COMPLETED FOLLOWING MANUFACTURER'S INSTRUCTIONS AND STANDARDS.

THE MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS SHALL NOT EXCEED CLASS B FOR EXITWAYS AND CLASS C FOR ROOMS OR AREAS PER CBC 803.1 AND TABLE 803.9.

CONSULTANTSCIVIL

Contact: Susan Goodwin5300 Aviation Drive, Redding, Ca. 96002

Phone: (530) 223-2585 Fax: (530) 223-1145

MECHANICAL & ENERGY ENGINEERING1135 Pine St. #214, Redding, CA. 96001

(530) 244-7147 Fax (530) 244-7639

SYSTEMSENGINEERING

PLUMBING AND MECHANICAL

Contact: Keith Ritter

C-9195REN.

Ronald BeyerArchitect

Located at

The designs and drawings by Ronald Beyer, Architect is copyrighted as created. They are protected under the 1990 Architectural Works Copyright Protection Act. The drawings and designs created under this agreement may not be reproduced or used without the expressed written permission of Ronald Beyer, Architect.© Ronald Beyer, Architect 2017.

11-17

Dove Street House2876 Dove Street

Redding, CA 96001

T. 530.241.7067

www.ronaldbeyerarchitect.com

5/9/2017 4:33:34 PM

15 APR. 17

COVER SHEET

A0.0

250 Main Street,Weaverville, CA

A New Buildingfor

10 MAY 17

Trinity CountyBehavioral Health

Services

Cedar Home

NUMBER SHEET NAMEGENERALA0.0 COVER SHEETA0.1 ACCESSIBILITY SHEET

CIVILC1.0 GRADING PLAN

ARCHITECTURALAS.1 SITE PLANAS.3 SITE SECTIONS, PAVING PLANAS.4 ARCHITECTURAL SITE DETAILSA1.2 FLOOR PLANA1.5 ROOF PLANA1.8 FINISH FLOOR PLANA2.0 EXTERIOR ELEVATIONSA2.1 EXTERIOR ELEVATIONSA3.0 BUILDING SECTIONSA3.1 BUILDING SECTIONSA3.2 BUILDING SECTIONSA5.0 EXTERIOR DETAILSA5.1 EXTERIOR DETAILSA7.0 ROOM FINISH SCHEDULE, DOOR SCHEDULE, WINDOW SCHEDULEA7.1 INTERIOR ELEVATIONSA7.2 INTERIOR ELEVATIONSA7.3 CABINET DETAILS, DOOR AND WINDOW DETAILS

STRUCTURALS0.0 GENERAL NOTES, TYPICAL DETAILSS1.0 FOUNDATION PLANS1.2 ROOF FRAMING PLANS2.0 FRAMING ELEVATIONSS5.0 STRUCTURAL DETAILS

MECHANICALM1.1 MECHANICAL PLAN

PLUMBINGP1.0 PLUMBING SITE PLANP1.1 PLUMBING PLAN

ELECTRICALE1.0 ELECTRICAL SITE PLANE1.1 ELECTRICAL POWER PLANE1.2 ELECTRICAL LIGHTING PLAN

OCCUPANCY CONSTRUCTION TYPE TOTAL AREA NO. OF STORIES HEIGHTRESIDENTIAL (GROUP R-1) V-B 1,800 SF 1 ± 23' - 0"

Trinity County Behavioral Health Services

A0.13

A0.13

FOR ACCESSIBLE FIXTURES AND ACCESSORIES ONLYTYPICAL MOUNTING HEIGHTS PER CALIFORNIA BUILDING CODE

12" 24"

36" M

AX. A.F

.F.

33" M

IN. TO

18 " MAX.

17" MIN.FO

F

WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SEE CBC 11B-606.5

FAUCET HANDLES PER CBC 11B-606.4 CONTROLS FOR FAUCETS SHALL COMPLY WITH SECTION 11B-309.

34" M

AX.

40

" M

AX.

36" M

AX. A.F

.F.

33" M

IN. TO

12"

7" - 9"

17"-

19"

FRONT VIEW SIDE VIEW

36"CL

MIN. MAX.

19" M

IN.

42" MIN.

54" MIN.

NOTE: PER CBC 11B-609.4 GRAB BARS SHALL BE INSTALL 33" MIN. TO 36" MAX. A.F.F. AND PER 11B-609.3 THE SPACE BETWEEN THE GRAB BAR AND THE WALL SHALL BE 1 1/2" MIN.

C L

C L

17" MIN.

17 3

/4"

9" M

IN.

7 1/4"

29"

MIN

.

34" M

AX.

8" MIN. FOR KNEES

18" MIN.

MIN. CL

ACCESSORIES SHALL COMPLY WITH CBC 11B-603.5

FRONT APPROACH PUSH SIDE

DOOR WITH BOTH A CLOSER AND LATCH

FRONT APPROACH PULL SIDE

60

" M

IN.

18" MIN.

48" M

IN.

12" MIN.

60

"36"

44" M

IN.

22" MIN.

24" MIN.

60

" M

IN.

24" MIN.

44" M

IN.

CLEAR FLOOR SPACE REQ'D @ INTERIOR DOORSFRONT APPROACH PUSH SIDE

48" M

IN.

HINGE APPROACH PULL SIDE HINGE APPROACH PUSH SIDE

48" M

IN.

22" MIN.

HINGE APPROACH PUSH SIDE


LATCH APPROACH PULL SIDE LATCH APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE

24" MIN.

48" M

IN.


GENERAL ACCESSIBILITY / CALIFORNIA BUILDING CODE NOTES:1. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) CHAPTER

11B AND SHALL COMPLY WITH THE CBC. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE CBC.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND BETWEEN NOTES AND DETAILS SHOWN HEREIN AND NOTES AND DETAILS ON OTHER SHEETS.

3. DASHED RECTANGLES AND CIRCLES SHOWN ON THESE FLOOR PLANS INDICATE THE CLEAR FLOOR SPACE REQUIRED BY AND ARE FOR WHEELCHAIRS TO MANEUVER.

4. CONTRACTOR SHALL CONFIRM ACCESSIBLE PLUMBING FIXTURE AND ACCESSORY MOUNTING HEIGHTS SHOWN WITH MFR'S RECOMMENDED MOUNTING HEIGHTS FOR ACTUAL FIXTURES AND ACCESSORIES BEING SUPPLIED.

5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY (11B-703.7.2.1) AND WITH ADDITIONAL DIRECTIONAL SIGNS (11B-703.5), AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS PER CBC 11B-216.6.

6. ALL DOORS W/ AUTOMATIC CLOSURE, MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LB FOR EXTERIOR DOORS AND INTERIOR DOORS PER CBC 11B-404.2.9.

7. ALL REQ'D EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER CBC 1008.1.9.1, CFC 1008.1.9.1, AND RMC 16.14.080. BOTH THE DEAD BOLT AND LATCH MUST RETRACT W/ A SINGLE-HAND MOTION PER CBC 1008.1.9.5, CFC 1008.1.9.5, AND RMC 16.14.080.

8. BOTTOM 10" OF DOORS SHALL BE SMOOTH PER CBC 11B-404.2.10.

9. ALL HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL COMPLY WITH PER CBC 11B-309.4.

10. ALL INTERIOR PERMANENT IDENTIFICATION SHALL BE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. SIGNAGE FOR ROOMS AND SPACES SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS IDENTIFYING EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE PER CBC 11B-703.4.2. SEE FIGURE 11B-703.4.2 FOR LOCATION OF TACTILE SIGNS AT DOORS.

11. ALL INTERIOR ROOM NAME SIGNS SHALL HAVE BOTH TYPED COPY AND RAISED BRAILLE PER CBC 1117B.5.5 AND 1117B.5.6.

12. SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MIN. A.F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60" MAX. A.F.F. OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. CBC 11B-703.4.1

13. CONTROLS/OPERATING MECHANISMS SHALL COMPLY WITH CBC 1117B.6. ELECTRICAL AND COMMUNICATIONS SYSTEM SWITCHES (CBC 11B-308.1.1) SHALL BE MOUNTED 48" A.F.F. MAX. ELECTRICAL AND COMMUNICATIONS RECEPTACLES (CBC 11B-308.1.2) ON WALLS SHALL BE MOUNTED NO LESS THAN 15 IN. A.F.F. SEE CBC 11B-308 FOR REACH RANGES.

14. BATHROOM ACCESSORIES ON OR WITHIN WALLS SHALL BE SEALED AGAINST MOISTURE.

15. PLUMBING FIXTURES AND ACCESSORIES PROVIDED IN A TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY WITH SECTION 11B-213.2 SHALL COMPLY WITH SECTION 11 B-213.3. LAVATORIES AND SINKS SHALL COMPLY WITH 11 B-606. ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH CBC 11B-604. ACCESSIBLE URINALS SHALL COMPLY WITH CBC 11 B-605. AND FLUSH CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES A.F.F.

RESTROOM SIGNAGE

MEN'S TOILET WOMEN'S TOILET UNISEX TOILET

12" H.C. SIGN ON DOOR @ +48 TO +60" A.F.F.

12"

12"

MEN WOMEN UNISEX

6" HIGH RAISEDWHEELCHAIR LOGO

1" HIGH RAISEDLETTERS

GRADE #2 BRAILLE

10" x 12" H.C. SIGN WALL MOUNT @ LATCH SIDE OF DOORSEE NOTE 12 ON THIS SHEET FOR MOUNTING HEIGHT.

MEN WOMEN UNISEX

2

A0.1

2

A0.1

NO PARKING

144" MIN. 108" MIN.60" MIN.

216

" M

IN.

FLUSH TRANSITIONTO RAMP

70 SQ. INCHIDENTIFICATION SIGN PER CBC 11B-502.6

H.C. PARKING ANDLOADING AREASHALL HAVE 2%MAX. SLOPE INANY DIRECTION

PER CBC 11B-502.6.4 INTERNATIONAL SYMBOL OF ACCESSIBILITY 36" X 36"

WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH MIN. WHITE LETTERS.

STRIPES @ 36" O.C.MAX. PAINTED A COLORCONTRASTING WITH THE PARKING SURFACE,BLUE OR WHITE

CL CL CL CL

NOTE: PER IIB-502.2 VEHICLE SPACES. VAN PARKING SPACES SHALL BE PERMITTED TO BE 108" WIDE MIN. WHERE THE ACCESS AISLE IS 96" WIDE MIN. SEE SITE PLAN FOR ACTUAL DIMENSIONS

LOADING AND UNLOADINGACCESS AISLE BORDER PAINTED BLUE

70 SQ. INCHIDENTIFICATION SIGN PER CBC 11B-502.6

DOME COLORYELLOW

TYP.

2.3

-2.4

TYP.

2.3-2.4

0.18-0

.22

SECTION A-A

A

TOP DIA. OF0.45-0.47

BASE DIA. OF0.9-0.92

A

1.6-2.4

NOTE: TRUNCATED DOMES SHALL HAVE A BASE-TO-BASE SPACING OF 0.65" MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. PER CPC 11B-705.1.1.2.

WALL

USE #12 x 3" F.H.W.S.SCREWS @ BRACKETS

1 1/4" TO 1 1/2"

PROVIDE 4x4 SOLID BLK. W/ A34 TOP & BTM. EA. END OF BLK

1 1/2" MIN. & MAX.

17" MIN.

22" M

IN.

+30" A.F.G.

+60" A.F.G. H.C.PATH OF TRAVEL SIGN

2"ø METAL PIPEW/ 12"øx12" DP. FTG.OR SIGN ON BLDG. WALL

PLACE AT EA. ENTRANCETO OFF-STREET PARKINGFACILITIES, OR IMMEDIATELYADJACENT TO AND VISIBLEFROM EA. STALL OR SPACE

UNAUTHORIZED VEHICLES PARKED IN DESIGNATED

ACCESSIBLE SPACES NOTDISPLAYING DISTINGUISHING

PLACARDS OR LICENSEPLATES ISSUED FOR

PERSONS WITH DISABILITIESMAY BE TOWED AT OWNER'S

EXPENSE.

TOWED VEHICLES MAY BERECLAIMED AT

(ADDRESS)OR BY TELEPHONING

(TELEPHONE NUMBER)

APPROPRIATE INFORMATIONMUST BE INCLUDED ON SIGN(MINIMUM OF 1" IN HEIGHT).CONTRACTOR TO OBTAINCORRECT INFORMATION FROMOWNER PRIOR TO ORDERINGTHE SIGN

VANACCESSIBLE

DIRECTIONAL ARROW FORH.C. PATH OF TRAVEL SIGNSEE SITE PLAN FOR LOCATIONS

+80" A.F.G. H.C.PARKING SIGN

MIN. 70 SQ. INCHESIN AREA

VANACCESSIBLE

MINIMUM FINE $250.00

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:34 PM

15 APR. 17

ACCESSIBILITY SHEET

A0.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

SCALE: 1/4" = 1'-0"1 HANDICAPPED PARKINGNO SCALE4 TRUNCATED DOME DETAIL

SCALE: 1 1/2" = 1'-0"3 TYP. H.C. GRAB BAR MOUNTING DETAIL

SCALE: 1 1/2" = 1'-0"2 H.C. SIGN DETAILS — PER CBC 11B-502.6 AND 11B-502.8

STANDARD GENERAL NOTES1. THE CONSTRUCTION AND INSTALLATION OF IMPROVEMENTS SHALL

CONFORM TO THESE PLANS AND TRINITY COUNTY CONSTRUCTIONSTANDARDS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREEN BOOK - CURRENT EDITION).

2. SHOULD THERE BE A CONTRADICTION BETWEEN TRINITY COUNTYSTANDARDS AND THE GREEN BOOK, TRINITY COUNTY STANDARDS SHALLPREVAIL.

3. ANY CHANGES TO THE PLANS MUST RECEIVE PRIOR APPROVAL FROMTRINITY COUNTY DEVELOPMENT SERVICES AND VESTRA RESOURCES, INC.

4. THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN HEREON, HASBEEN DETERMINED FROM SURFACE EVIDENCE OF THEIR EXISTENCE ORFROM INFORMATION OBTAINED FROM THE UTILITY COMPANIES. VESTRARESOURCES, INC, ACCEPTS NO LIABILITY FOR THE EXISTENCE ORNON-EXISTENCE OF UTILITY LINES. CONTRACTORS AND OTHERS USINGTHESE PLANS SHALL CONFIRM THE LOCATION OF UNDERGROUND LINESOR STRUCTURES PRIOR TO BEGINNING ANY EXCAVATION. CALL USA AT1-800-227-2600 TWO WORKING DAYS IN ADVANCE OF BEGINNING ANYEXCAVATION.

5. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTINGUTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY VESTRARESOURCES, INC. OF ANY DIFFERENCE FROM THAT SHOWN ON THE PLAN.

6. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF ALL PIPECROSSINGS PRIOR TO CONSTRUCTION.

7. TRENCHING AND BACKFILL FOR ALL UNDERGROUND CONSTRUCTIONSHALL CONFORM TO CITY OF REDDING CONSTRUCTION STD. PAGES610.00, 611.00, AND 620.00.

8. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THECONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND SHALLBE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARDSPECIFICATIONS AND THE REQUIREMENTS OF TRINITY COUNTY.

9. IF ANY ARCHAEOLOGICAL SITES ARE UNCOVERED DURINGCONSTRUCTION, WORK IS TO BE HALTED FOR EVALUATION OF THESIGNIFICANCE OF THE SITE BY A QUALIFIED ARCHAEOLOGIST RETAINEDBY THE DEVELOPER AND FOR IMPLEMENTATION OF MITIGATIONMEASURES. IN ACCORDANCE WITH CITY POLICY, IF A SIGNIFICANTNATIVE AMERICAN CULTURAL OR SACRED FIND IS MADE, DETERMINE THESIGNIFICANCE OF THE FIND AND DEVELOP APPROPRIATE MITIGATIONMEASURES.

10. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THEPROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. THE CONTRACT FURTHERAGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEERHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, INCONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THEOWNER OR ENGINEER.

11. THE CONTRACTOR AGREES THAT:A. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END

OF EACH PHASE OF WORK.B. THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL

TRASH, SCRAP AND UNUSED MATERIAL AT THEIR OWN EXPENSE INA TIMELY MANNER.

C. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT,SAFE AND ORDERLY MANNER AT ALL TIMES.

D. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT,AND TRASH OUT OF THE WAY OF OTHER CONTRACTORS SO ASNOT TO DELAY THE JOB. FAILURE TO DO SO WILL RESULT IN ADEDUCTION FOR THE COST OF CLEAN UP FROM THE FINALPAYMENT.

E. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFICCONTROL, PERMITS, RETESTING, AND REINSPECTIONS AT THEIROWN EXPENSE.

F. UNLESS OTHERWISE NOTED ALL EXCESS SOILS AND MATERIALSSHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALLBE LAWFULLY DISPOSED OF OFF SITE AT THE CONTRACTOR'SEXPENSE.

12. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED, AND SHEETEDSO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALLEXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROMDAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATESHORING, BRACING, AND SHEETING SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS ORRECONSTRUCTION AT HIS OWN EXPENSE. THE CONTRACTOR SHALLPROVIDE ADEQUATE SHEETING, SHORING, BRACING, OR EQUIVALENTMETHOD, FOR THE PROTECTION OF LIFE, OR LIMB.

13. CONTRACTOR'S CONSTRUCTION PRACTICES SHALL CONFORM TO THEAPPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OFINDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. CONTRACTOR SHALLALWAYS COMPLY WITH OSHA REQUIREMENTS.

14. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FORPOLICE, FIRE, AMBULANCE AND THOSE AGENCIES RESPONSIBLE FORMAINTENANCE OF UTILITIES IN THE VICINITY OF THE JOB SITE.

15. IF EXISTING IMPROVEMENTS INCLUDING SURVEY MONUMENTATION NEEDTO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OFIMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THECONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTINGIMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIRINGEXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BIDFOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT OF EXISTINGIMPROVEMENTS. THERE WILL BE NO EXTRA COST DUE THE CONTRACTORFOR REPLACING OR REPAIRING EXISTING IMPROVEMENTS.

16. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGEDDURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THESATISFACTION OF THE LOCAL AGENCY AT THE CONTRACTOR'S SOLEEXPENSE.

17. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTERRELATIVE THERETO, IS NOT SPECIFICALLY DETAILED OR EXPANDEDWITHIN THESE PLANS, THE CONTRACTOR SHALL CONTACT VESTRARESOURCES, INC. AT (530)-223-2585 FOR FURTHER EXPLANATION, ASMAY BE NECESSARY.

18. ALL FIRE HYDRANTS, ELECTROLIERS, AND METER BOXES SHALL CLEARALL DRIVEWAYS AND OTHER FACILITIES AS REQUIRED BY THE GOVERNINGAGENCY.

19. UNLESS OTHERWISE NOTED, THE WORD "INSTALL" SHALL INCLUDE THEPURCHASE, DELIVERY, PLACEMENT, AND CONNECTION OF ITEMSDESCRIBED ON THESE PLANS AND ALL APPURTENANCES REQUIRED FOR ACOMPLETE INSTALLATION.

20. ALL SANITARY SEWER LATERALS AND WATER SERVICE SHALL HAVE A10-FOOT MINIMUM SEPARATION UNLESS SPECIAL PROVISIONS ARE MADEAND APPROVED IN ADVANCE BY CITY OF REDDING DEVELOPMENTSERVICES.

21. SHOULD THE CONTRACTOR REQUEST REVISIONS TO THE IMPROVEMENTPLANS TO FACILITATE HIS OPERATION, THE CONTRACTOR SHALLCOMPENSATE VESTRA RESOURCES, INC., FOR SUCH ADDITIONALREVISIONS.

22. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OFFULL-SIZED AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATIONAND LAYOUT OF ALL MECHANICAL; ELECTRICAL AND INSTRUMENTATIONEQUIPMENT; PIPING AND CONDUITS; STRUCTURES AND OTHERFACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDETHE STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS,CONDUITS, CONDUCTORS, POINTS OF CONNECTIONS TO SERVICES,PULLBOXES, AND WIRE SIZES. AS-BUILT RECORD DRAWINGS SHALLREFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TOALL IMPROVEMENTS CONSTRUCTED, WHERE NECESSARY, SUPPLEMENTALDRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR.

PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALLDELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILTRECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE.AS-BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETEAS-BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGESAND DEVIATIONS REDLINED.

GRADING NOTES1. THIS GRADING PLAN IS TO BE USED IN CONJUNCTION WITH THE

GEOTECHNICAL INVESTIGATION REPORT AND RECOMMENDATIONS

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGESMADE WITHOUT WRITTEN AUTHORIZATION FROM TRINITY COUNTY ANDVESTRA RESOURCES, INC.

3. BASED ON THE CONTRACTOR'S FIELD RECONNAISSANCE, THESE PLANS,AND THE GEOTECHNICAL INVESTIGATION REPORT RECOMMENDATIONS,CONTRACTOR SHALL ESTIMATE THE EARTHWORK QUANTITIES TO HISSATISFACTION PRIOR TO THE START OF CONSTRUCTION. CONTRACTORSHALL ARRANGE FOR DISPOSAL OF EXCESS MATERIAL OR ACQUISITION OFIMPORT MATERIAL AS REQUIRED TO COMPLETE THE GRADING AS SHOWNON THE GRADING PLAN. NO ADDITIONAL COMPENSATION WILL BE MADEFOR ANY EXPORT OR IMPORT REQUIRED, EXCEPT AS SPECIFICALLYPROVIDED FOR IN THE BID DOCUMENTS.

4. ALL UNSUITABLE MATERIAL, INCLUDING ANY DELETERIOUS VEGETATION,RUBBLE, ASPHALT, CONCRETE, ETC., SHALL BE COMPLETELY REMOVEDFROM THE SITE AND DISPOSED OF IN A LOCATION APPROVED BY THECOUNTY, AT THE CONTRACTOR'S EXPENSE AND SHALL NOT BE UTILIZEDFOR ANY BACKFILL OR STRUCTURAL MATERIAL UNLESS OTHERWISENOTED.

EROSION CONTROL NOTES:1. EROSION CONTROL MEASURES IN PLACE WILL BE CHECKED DAILY TO

ENSURE THAT THEY ARE OPERATING PROPERLY.

2. SITE SHALL BE MONITORED DAILY DURING STORM EVENTS AND ANYREPAIRS TO EROSION CONTROL MEASURES IMPLEMENTED IMMEDIATELY.

3. ALL EXPOSED AREAS SHALL BE COVERED WITH PLASTIC, AGGREGATEBASE ROCK, JUTE MATTING, STRAW OR SURROUNDED BY FIBER ROLLS ORSILT FENCE AT THE END OF EVERY WORK DAY.

4. UPON COMPLETION OF GRADING IN LANDSCAPE AREAS, SURFACE SHALLBE PLANTED WITH VEGETATION SHOWN ON LANDSCAPING PLAN. IFLANDSCAPE AREAS CANNOT BE IMMEDIATELY LANDSCAPED, STRAW ORJUTE MATTING SHALL BE APPLIED TO THOSE AREAS AND FIBER ROLLSPLACED AROUND THE OPEN AREA.

5. CONTRACTOR TO MAINTAIN STRAW BALES, SILT FENCE AND FIBER ROLLSONSITE FOR EMERGENCY USE OR REPAIR PURPOSES.

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MARCH 7, 2017

1C1.0

NORTH MINER STREET

(E) COVEREDPORCH

MAINT.SHED

CEDAR HOME

CO

VER

ED

CO

NC

. W

ALK

ALPINE HOUSE

1

2

3

5

4

7' - 2" 9' - 0" 13' - 9" 5' - 3" 12' - 0" 5' - 0"

5' - 0"

1' - 0"

10' - 0 3/8"

1' - 0"

7' - 11 5/8"

1' - 0"

18' - 0"1' - 0"

8' -

0"

± 3 1

/2"

1' -

0"

61' -

6 1

/2"

60

' - 0

"±

32' -

6 3

/8"

60

' - 0

"8' -

0"

10' -

0"

1' -

0"

13' -

6 3

/8"

6' - 0"30' - 0"

CLCLCL10' - 0" 10' - 0" 10' - 0" 5' - 0" 12' - 0"

6 6

CLCL

CONC.

E.J.

E.J.

E.J.

E.J.

E.J

.

E.J

.

7

AS.4

7

AS.4

TYP.

TYP.

9

9

99

9

9

9

9

99

9

C L

10' -

0"

10' -

0"

(E) DRIVEWAY

(E)

H.C

. R

AM

P

E.J.

E.J

.

AS.48 TYP.

1

1

1

GENERAL NOTES:1. DO NOT SCALE DRAWINGS. ALWAYS REFER TO PROVIDED

DIMENSIONS. PROJECT MEASUREMENTS NOT TAKEN DIRECTLY FROM PROVIDED DIMENSIONS SUBJECT CONTRACTOR TO LIABILITY FOR ANY RESULTANT ERRORS.DO NOT SCALE DRAWINGS. ALWAYS REFER TO PROVIDED DIMENSIONS. PROJECT MEASUREMENTS NOT TAKEN DIRECTLY FROM PROVIDED DIMENSIONS SUBJECT CONTRACTOR TO LIABILITY FOR ANY RESULTANT ERRORS.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL CONSTRUCT WORK IN COMPLIANCE TO ALL APPLICABLE BUILDING CODES.

3. IS THE INTENT OF THE ARCHITECTURAL DRAWINGS TO INCLUDE INFORMATION NECESSARY FOR THE COMPLETION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INQUIRE AS TO THE INTENT OF THE DRAWINGS IN AREAS IN QUESTION OF MEANING AND INTENT.

4. BEFORE THE OF CONSTRUCTION, THE CONTRACTOR WILL REVIEW ALL PUBLIC AND PRIVATE UTILITIES INCLUDING GAS, ELECTRICAL, WATER, SANITARY SEWER, STORM SEWER, DATA, PHONE, ETC., RELATIVE TO THEIR LOCATION, CONDITION, PROTECTION, ALTERATION, RELOCATION, ABANDONMENT, ETC., SO AS TO AVOID DAMAGE, INJURY, OR OTHER ADVERSE RESULTS.

5. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. CONSTRUCTION DRAWING DIMENSIONS ARE BASED ON ORIGINAL BUILDING CONSTRUCTION DOCUMENTS AND MAY NOT REFLECT EXISTING CONSTRUCTION. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL SITE ELEMENTS AND CONFIRM PLAN LAYOUT PRIOR TO COMMENCING CONSTRUCTION.

6. ADJACENT EXISTING CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES.

7. PARKING STRIPES TO MATCH EXISTING OR THEY SHALL BE 4" WIDE MIN. WIDTH HEAVY TRAFFIC GRADE.

8. THIS ARCHITECTURAL SITE PLAN IS FOR GENERAL ORIENTATION PURPOSES ONLY.

9. PROVIDE EXPANSION JOINT AROUND BUILDING AND PLANTER WALL ADJACENT TO CONCRETE WALK.

10. CONCRETE EXPANSION JOINTS @ 20'-0" O.C. U.N.O. SEE PLAN FOR LOCATION OF EXPANSION JOINTS (LABELED E.J.) AND CONTROL JOINTS. SEE DETAIL 1/AS.4

PROJECT LOCATION250 MAIN STREET

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:58 PM

15 APR. 17

SITE PLAN

AS.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

N

NOTE: THIS ARCHITECTURAL SITE PLAN IS FOR GENERAL ORIENTATION PURPOSES ONLY.

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

SITE PLAN

KEYNOTES:NO. DESCRIPTION1 H.C. PARKING VAN ACCESSIBLE. SEE DETAIL 1/A0.12 70 SQ. INCH IDENTIFICATION SIGN PER CBC 11B-502.6. SEE DETAIL

2/A0.13 LOADING AREA. SEE DETAIL 1/A0.14 H.C. PATH OF TRAVEL 1:20 MAX RUNNING SLOPE AND 2% (1:48) MAX

CROSS SLOPE5 PROVIDE ADDITIONAL SIGNAGE PER CBC 11B-502.8. AN ADDITIONAL

SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE ATEACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2)IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING ANDVISIBLE FROM EACH PARKING SPACE. SEE DETAIL 2/A0.1

6 CONDENSING UNITS. SEE MECHANICAL.7 NOT USED.8 NOT USED.9 1/4" THICK STEEL RING PLANTER WITH 1 1/2" TO 3" MEXICAN PEBBLES

MINIMUM OF 4" DEEP INSTALLED O/ WEED BARRIER FABRIC.

NSCALE: 1/16" = 1'-0"

VICINITY MAP

1

1

FIRST FLOOR PLAN102' - 0"

B

AS.3

5' - 0"

4' -

0"

6" M

IN.

NOTE: PROVIDE 2% SLOPEAWAY FROM BUILDING FORA MIN. OF 5'-0"

AREA TO BE OVER-EXCAVATEDUSE CLASS 2 ROAD BASECOMPACT TO 95% MIN.

LINE OF (E) GRADE

SCARIFY A MIN. OF 6" OF (E)SOILD AND RECOMPACT SOILTO A MIN. OF 95%

SEE STRUCTURAL FOR CONDITIONS UNDERTHE SLAB

60' - 0" 5' - 0"

101.57

102.99

102.00

101.01

96.06

100.06

96.0695.56

100.36 100.67

113.00


A

AS.3

5' - 0"

6' - 0"

PR

OPER

TY L

INE

NOTE: PROVIDE 2% SLOPEAWAY FROM BUILDING FORA MIN. OF 5'-0"

AREA TO BE OVER-EXCAVATEDUSE CLASS 2 ROAD BASECOMPACT TO 95% MIN.

LINE OF (E) GRADE

SCARIFY A MIN. OF 6" OF (E)SOILD AND RECOMPACT SOILTO A MIN. OF 95%

LINE OF (N) GRADE

SEE STRUCTURAL FOR CONDITIONS UNDERTHE SLAB

6" M

IN.

4' -

0"

101.00 100.84100.40

102.00

97.00

NORTH MINER STREET

MAIN STREET

SOUTH M

INER STREET

(E) COVEREDPORCH

MAINT.SHED

CEDAR HOME

(N) PAVEMENTLINE OF (E) PAVEMENTSAWCUT PAVING TO PROVIDEA CLEAN EDGE TO START(N) PAVING

ALPINE HOUSE

CONC.

(E) DRIVEWAY

(E)

H.C

. R

AM

P

(N) PARKING AREA

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:59 PM

15 APR. 17

SITE SECTIONS, PAVING PLAN

AS.3


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

SITE SECTION A

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

SITE SECTION B

SCALE: 1" = 20'-0"

PAVING PLANN

1

1

1/2" RADIUS, TYP.

A.C. PAVING, SEE CIVILFOR THICKNESS.

GRAVEL BASE, SEE CIVILFOR THICKNESS.

3" M

IN.

10"

MIN. BASE

12"

BASE

6"

6" OPTIONAL #4 BARUSE 3/4" SMOOTH ROD24" LONG @ EXPANSION JOINTS

12

2

CONCRETE CURB PERCOR STD. 134.00

CONTROL JOINT

1/2"R x 1/4" DEEP TYP.

4" SLAB

CAULK-2 PART POLYURETHENEPECORA NR 200 OR EQ.

1/2" FIBERBOARD EXPANSION JOINT

EXPANSION JOINT

6"

4" THICK CONC.WALK W/ BULLNOSE EDGE

F.G.

4" MIN. ROCKBASE

2% MAX. SLOPEFROM BLDG.

6"

4" M

AX.

1/2" RADIUS, TYP.

A.C. PAVING, SEE CIVILFOR THICKNESS.

GRAVEL BASE, SEE CIVILFOR THICKNESS.

3" M

IN.

12"

BASE

6"

OPTIONAL #4 BARUSE 3/4" SMOOTH ROD24" LONG @ EXPANSION JOINTS

CONCRETE CURB PERCOR STD. 136.00SEE DETAIL

1 1/2" 24" 2"

7 1/

2"

6"

12

2

SEE CIVIL

8"

4" THICK CONC.WALK W/ BULLNOSE EDGE

F.G.

4" MIN. ROCKBASE

8"

3"

2% MAX SLOPE ANYDIRECTION IN FRONTOF DOORS

ABUTTING WALL

2% MAX. CROSS SLOPE

4" M

AX.

4" THICK CONC.SIDEWALK W/TOOLED EDGE

3" MIN. ROCKBASE

2% MAX SLOPE ANYDIRECTION IN FRONTOF DOORS

ABUTTING WALL

2% MAX. SLOPECAULK-2 PART POLYURETHANEPECORA NR 200 OR EQ.

12"

TOOLED EDGE6"

6"

4" THICK CONC.SIDEWALK W/TOOLED EDGE

3" MIN. ROCKBASE

2% MAX. SLOPE

12"

PROVIDE FLUSHTRANSITION

TOOLED EDGE6"

BULL NOSE EDGE

F.G.

8"

4" M

AX.

6"

4' -

0"

5' -

6"

2' -

6"

8' - 0"

CONTRACTOR LOGOAND INFORMATION

ARCHITECT LOGOAND INFORMATION

TRINITY COUNTY LOGOAND INFORMATION

Coming Fall 2017 ◄ Cedar Home

A Four-Bed Respite HomeAlpine House ►

An Adult Living Facility

RENDERED BACKGROUND (SHOWN SHADED)IMAGE SUPPLIED BY ARCHITECT

12' -

0"

GRADE

1' - 6" 5' - 0" 1' - 6"

CL CL

4x4 P.T.D.F. POST 12'-0" LONG

250 Main Street

LOOSEN SUBSOIL A MIN. OF4" BELOW PEBBLES

1 1/2" TO 3" MEXICAN PEBBLESMINIMUM OF 4" DEEP INSTALLEDO/ WEED BARRIER FABRIC(NO EXPOSED SOIL)

1/4" THICK STEEL RING

6"

4"

30" DIA.

POSITION STEEL RINGCENTERED AT THE ENDOF THE DOWNSPOUT

GUTTER ABV.

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:03 PM

15 APR. 17

ARCHITECTURAL SITE DETAILS

AS.4


A New Buildingfor

10 MAY 17


Services

Cedar Home

SCALE: 1" = 1'-0"2 CONCRETE CURB

SCALE: 1" = 1'-0"1 CONTROL & EXPANSION JOINTS

SCALE: 1" = 1'-0"7 EDGE OF CONC. WALK

SCALE: 1" = 1'-0"3 AC PAVING TO CURB GUTTER

SCALE: 1" = 1'-0"4 EDGE OF CONCRETE WALK @ BUILDING

SCALE: 1" = 1'-0"5 EDGE OF CONCRETE WALK @ PARKING

SCALE: 1" = 1'-0"6 EDGE OF CONCRETE WALK @ LANDSCAPING

SCALE: 1" = 1'-0"9 CONSTRUCTION SIGN

SCALE: 1" = 1'-0"8 TYP. STEEL RING PLANTER W/ PEBBLES

MASTER BATH

106

GUEST BEDROOM #2

109

GUEST BEDROOM #1

108

MASTER BEDROOM

105

RESTROOM

107

10' - 0"

LAUNDRY

104

STAFF OFFICE

103

60' - 0"

3' -

6"

8' -

10

"5' -

6"

12' -

2"

11' - 0"11' - 0"8' - 8"29' - 4"

30

' - 0

"

5' - 10"2' - 0"11' - 8"8' - 6"10' - 0"22' - 0"

GREAT ROOM

100

KITCHEN

102

DINING

101

C L

9' -

0"

9' -

0"

A

A3.0

B

A3.0

C

A3.1

D

A3.1 E

A3.1

F

A3.2G

A3.2

CLCLCLCLCLCL

3' - 6" 6' - 8" 10' - 4" 8' - 10" 4' - 2" 4' - 6" 5' - 4" 5' - 8" 5' - 4" 5' - 8"

C LC L

6' -

4"

18' -

8"

5' -

0"

CLCLCLCLCL6' - 2" 9' - 2" 6' - 8" 4' - 11" 5' - 1" 4' - 1" 4' - 5" 5' - 8" 6' - 0"

C L

2' -

0"

20

' - 0

"18

' - 0

"

HALLWAY

110

100

101

103 104105

106

107 108 109

102

1

2

2

3

4

5

7

10

6

8

9

11

12

12

12

13

13

14

21 21

21

212121

14

15 18

1617

18

17

1516

20

19

20

19

MAINTANENCE ROOM

111

A

A

A

A A A A A C

AABA

C L

15' -

6"

2' -

6"

B

4

1' - 6"

21

21

17

CLR.

18"

22 22 22 22

22

SS

SS

23

6' -

4"

5' -

10

"

60' - 0"

CL2' - 10" 3' - 0"

30

' - 0

"

4' -

5"

7' -

11"

2"

8' -

0"

1' - 6" 8' - 0"

9' - 6"

7' -

6"

1' -

6"

11' -

0"

VERIFY6' - 9 7/8" 1' - 6"

1' - 6" 8' - 0"

1' -

6"

15' -

0"

1' -

6"

18' -

0"

6' - 0" 1' - 6" 14' - 0" 1' - 6" 14' - 0" 1' - 6" 14' - 0" 1' - 6" 14' - 0"

8' -

0"

6' -

0"

GENERAL NOTES:1. DO NOT SCALE DRAWINGS. ALWAYS REFER TO PROVIDED

DIMENSIONS. PROJECT MEASUREMENTS NOT TAKEN DIRECTLY FROM PROVIDED DIMENSIONS SUBJECT CONTRACTOR TO LIABILITY FOR ANY RESULTANT ERRORS.

2. IS THE INTENT OF THE ARCHITECTURAL DRAWINGS TO INCLUDE INFORMATION NECESSARY FOR THE COMPLETION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INQUIRE AS TO THE INTENT OF THE DRAWINGS IN AREAS IN QUESTION OF MEANING AND INTENT.

3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. CONSTRUCTION DRAWING DIMENSIONS ARE BASED ON ORIGINAL BUILDING CONSTRUCTION DOCUMENTS AND MAY NOT REFLECT EXISTING CONSTRUCTION. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL STRUCTURAL ELEMENTS AND CONFIRM PLAN LAYOUT PRIOR TO WALL CONSTRUCTION.

4. ADJACENT EXISTING CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTRACTOR SHALL PROVIDE DUST PROTECTION AT ALL COMMON AREAS ADJACENT TO PROJECT SITE.

5. PROVIDE SOLID WOOD BLOCKING BEHIND WALL MOUNTED EQUIPMENT, SHELVES, CABINETS AND SIMILAR ITEMS ON GYPSUM BOARD/STUD PARTITIONS."

LEGEND2X6 WD STUDS @ 16" O.C. (U.N.O.) (SEE STRUCTURAL) INTERIOR FINISH: 5/8" GYP. BD., TYP.

2X4 WD STUDS @ 16" O.C. (U.N.O.) (SEE STRUCTURAL) INTERIOR FINISH: 5/8" GYP. BD., TYP. AT BATHROOM LOCATIONS FOR TILE USE 5/8" DENSSHIELD TILE BACKER.

ONE-HOUR RATED WALL. 2X4 WD STUDS @ 16" O.C. (U.N.O.) (SEE STRUCTURAL) INTERIOR FINISH: 5/8" GYP. BD., TYP.

1 HR INTERIOR WALL ASSEMBLY - REFERENCE CBC TABLE TABLE 721.1 (2) ITEM 14-1.3 FOOTNOTES l & m 2x4 (U.N.O.) WOOD STUDS @ 24" O.C. W/ 5/8" TYPE "X" GYP. BD. APPLIED VERTICALLY OR HORIZONTALLY NAILED W/ 6d COOLER OR WALLBD. NAILS @ 7" O.C. W/ END JOINTS ON NAILING MEMBERS, STAGGER JOINTS EA. SIDE * STUDS SPACED @ 16" O.C. INSTEAD OF 24" O.C.

SOUNDWALL ON 4 SIDES WITH ACOUSTICAL TREATMENTS AS FOLLOWS:1. PROVIDE SILL SEALER. SEE SPECS.2. SOUND CAULK AT WALL SILL, AROUND DOOR & WINDOW FRAME,

PIPES, PIPE PENETRATIONS AND ELECTRICAL GANG BOXES3. ELECTRICAL GANG BOXES SHALL BE PLACED 24" MIN. OFFSET

FROM EACH OTHER AGAINST WALL4. R-11 BATT INSULATION IN 2x4 WD STUDS

R-19 BATT INSULATION IN 2x6 WD STUDS5. R-19 (MIN.) BATT INSULATION IN GYP. BD. CEILING

S

1 HR INTERIOR WALL ASSEMBLY AT BATHROOM WALLS FOR TILE SIDE USE: 5/8” DENSSHIELD FIREGUARD TILE BACKER GYPSUM BOARD APPLIED VERTICALLY (ULC W301) OR HORIZONTALLY (UL U305) TO 2” X 4” WOOD STUDS 16” O.C. WITH 1-7/8” 6d COATED NAILS SPACED 7” O.C. JOINTS STAGGERED.FOR NON-TILE SIDE USE: 5/8” TOUGHROCK FIREGUARD X OR 5/8”DENSARMOR PLUS FIREGUARD GYPSUM BOARD APPLIED VERTICALLY (ULC W301) OR HORIZONTALLY (UL U305) TO 2” X 4” WOOD STUDS 16” O.C. WITH 1-7/8” 6d COATED NAILS SPACED 7” (178 MM) O.C. JOINTS STAGGERED. ULC W301 ALLOWS VERTICAL APPLICATION ONLY. ULC W301 ALLOWS VERTICAL APPLICATION ONLY.

HOURLY RATING: 1-HOUR FIRE TEST REFERENCE: UL U305, ULC W3011 and 3, cUL U305, GA WP 3605

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:36 PM

15 APR. 17

FLOOR PLAN

A1.2


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

FIRST FLOOR PLANN

KEYNOTES:NO. DESCRIPTION1 SEMI-RECESSED F.E. CABINET. PROVIDE BLOCKING @ TOP AND BTM.

OF CABINET. CABINET TO BE MOUNTED SO THAT THE TOP IS NOMORE THAN 48" A.F.F. (CBC 1118B.5) PROVIDE 2-A, 10-BC MIN.RATED FIRE EXTINGUISHER IN EA. CABINET.

2 (N) TACTILE EXIT SIGN ON WALL LATCH SIDE OF DOOR @ 60" A.F.F.IN GROUP R-1 OCCUPANCIES, AN ADDITIONAL LOW-LEVEL EXIT SIGNSHALL BE PROVIDED. THE BOTTOM OF THE SIGN SHALL BE 10” MIN.TO 12” MAX. A.F.F. SEE INTERIOR ELEVATIONS

3 THRESHOLD W/ 1/2" MAX. TRANSITION ADD 6" SQ. INTERNATIONALSYMBOL OF ACCESSIBILITY ON DOOR OR ON WALL (LATCH SIDE) @+36" TO +60" PER 11B-216.6, 11B-404, & FIGURE 11B-703.7.2.

4 THRESHOLD W/ 1/2" MAX. TRANSITION5 REFRIGERATOR WITH WATER FILTER. PROVIDE 1/2" WATER LINE W/

SHUT OFF VALVE FOR ICE MAKER6 FREEZER. SEE SPECS.7 ELECTRIC STOVE. SEE SPECS.8 DRYER. SEE SPECS.9 WASHER. SEE SPECS.10 (N) WATER HEATER. SEE PLUMBING.11 (N) MOP SINK. PROVIDE FRP PANEL ON WALLS BY MOP SINK. MIN.

48" A.F.F.12 ADA COMPLIANT SINK. WATER SUPPLY AND DRAIN PIPES UNDER ALL

LAVATORIES AND ALL SINKS SHALL BE INSULATED OR OTHERWISECONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NOSHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SEE CBC11B-606.5

13 MIRROR - SEE H.C. TOILET DETAILS ON A0.1 FOR INSTALLINGLOCATIONS

14 42" GRAB BAR - SEE H.C. TOILET DETAILS ON A0.1 FOR INSTALLINGLOCATIONS

15 TOILET PAPER DISPENSER - SEE H.C. TOILET DETAILS ON A0.1 FORINSTALLING LOCATIONS

16 36" GRAB BAR - SEE H.C. TOILET DETAILS ON A0.1 FOR INSTALLINGLOCATIONS

17 ROBE HOOKS. SEE INTERIOR ELEVATIONS.18 FLOOR DRAIN - SEE PLUMBING.19 GRAB BAR FOR SHOWER (BOBRICK) B-68616)20 ADA COMPLIANT FOLDING SHOWER SEAT.21 CHANGE IN FLOORING.22 CABINET TO BE BASED ON THE WOODWORK INSTITUTE SERIES 724

TEACHER'S CABINET W/ FILE DRAWERS. THE UPPER PULL OUTDRAWER TO BE LOCKABLE.

23 KNOX BOX #4400-R @ +72" A.F.G. VERIFY LOCATION WITH FIREDEPARTMENT. SEE DETAIL 4/A5.0.

A

A3.0

B

A3.0

C

A3.1

D

A3.1 E

A3.1

F

A3.2G

A3.2

RIDGE

SLO

PE 6

:12

SLO

PE 6

:12

RIDGERIDGE

SLO

PE 6

:12

SLO

PE 6

:12

SLO

PE 6

:12

SLO

PE 6

:12

2x6 FASCIA O/2x10 FASCIA, TYP.

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"





1' - 0"

1' - 0"

SLO

PE 6

:12

RIDGE

3

A5.1

3

A5.1

3

A5.1

3

A5.1

4

A5.1

4

A5.1

SIM

GENERAL NOTES:1. ROOF SHALL SLOPE AS NOTED ON DRAWINGS.

2. METAL ROOFING: 24 GA. (U.N.0.) METAL SALES VERTICAL SEAM PANEL W/ CONCEALED FASTENERS.

3. METAL ROOFING SHALL BE OVER ONE LAYER (MIN.) OF 30# FELT.

4. PROVIDE ANY PIPE, CONDUIT & VENT ROOF PENETRATIONS W/ MFGR'S GALV. FLASHING & JACK AT METAL ROOFING - MATCH METAL ROOF PROFILE.

5. HALF-ROUND GUTTERS TO BE 24 GA. (U.N.O.).

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:36 PM

15 APR. 17

ROOF PLAN

A1.5


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

ROOF FLOOR PLAN

EXIT

EXIT

LEGEND

CM

E

2'x4' FIXTURE 2'x2' FIXTURE

1'x4' FIXTURE 1'x4' WALL-MOUNTED FLUORESCENT LIGHT FIXTURE

COVE LIGHT FIXTURE 4' SURFACE MOUNTED LIGHT FIXTURE

RECESSED CAN LIGHT PENDANT LIGHT FIXTURE

WALL-MOUNTED LIGHT FIXTURE

EXIT LIGHT

RECESSED SECURITY CAMERA

SURFACE-MOUNTED STROBE

EMERGENCY LIGHT FIXTURE

SUPPLY DIFFUSER

RETURN DIFFUSER LINEAR DIFFUSER

EXHAUST FAN GRILL CARBON MONOXIDE DETECTOR

SPRINKLER HEAD TV MOUNTING BRACKET

2'x4' SUSPENDED ACOUSTICAL CEILING

2'x2' SUSPENDED ACOUSTICAL CEILING

GYPSUM BOARD CEILING

A

A3.0

B

A3.0

C

A3.1

D

A3.1E

A3.1

F

A3.2G

A3.2

A.F.F.GYP. BD.

8' - 11 3/8" A.F.F.GYP. BD.

8' - 11 3/8" A.F.F.GYP. BD.

8' - 11 3/8"

A.F.F.GYP. BD.

8' - 11 3/8"

A.F.F.GYP. BD.

8' - 11 3/8"A.F.F.GYP. BD.

8' - 11 3/8"A.F.F.GYP. BD.

8' - 11 3/8"

A.F.F.GYP. BD.

8' - 11 3/8"

106

109108

105

107

104103

100

102101

110

1-HR FIRE-RATEDCEILING

1-HR FIRE-RATEDCEILING

1-HR FIRE-RATEDCEILING 1-HR FIRE-RATED

CEILING

SOFFIT PANEL LAP JOINTS AS SHOWN

SOFFIT PANEL LAP JOINTS AS SHOWN

2' -

0"

2' - 0"

2' - 0"2' -

0"

EQ EQ EQ

EQ EQ EQ EQ

GENERAL NOTES:1. SINGLE LAYER GYP. BD. ON CEILING SHALL BE ATTACHED PER CBC

TABLE 2508.5 WITH TYPE W SCREWS. PATCH AND REPAIR TO MATCH EXISTING U.N.O.

2. ALL CEILINGS TO BE 9'-0" A.F.F. U.N.O.

3. NIGHT LIGHT AND BATTERY BACKUP EMERGENCY PER ELECTRICAL DRAWINGS.

4. SEE FOR LIGHTING REQUIREMENTS AND MOUNTING HEIGHTS.

5. 1-HR FIRE-RATED CEILING UL NO. P531. 1 LAYER 5/8" TOUGHROCK FIREGUARD C OR 5/8” DENSARMOR PLUS FIREGUARD C.

6. 22"x30" ATTIC ACCESS TO BE: NYSTROM ARCHITECTURAL ACCESS DOOR, WHITE POWDER COAT, DRYWALL BEAD, SCREWDRIVER CAM LATCH.

C-9195REN.


Located at


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Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:42 PM

15 APR. 17

REFLECTED CEILING PLAN

A1.6


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

REFLECTED CEILING PLAN

GENERAL NOTES:1. PROVIDE 4" RUBBER OR VINYL BASE (INCLUDING UNDER AND AROUND

CABINET BASE)

2. PROVIDE TRANSITION AT DIFFERENT FINISH FLOOR MATERIALS.

3. ALIGN FLOORING TRANSITIONS WITH FINISH BASE EXCEPT AT DOORS, U.N.O.

4. ALL TRANSITION/REDUCER STRIPS AND OTHER THRESHOLDS TO BE LOCATED AT CENTERLINE OF DOOR WHEN IN CLOSED POSITION.

5. CONTRACTOR IS RESPONSIBLE FOR MAKING SMOOTH, FLAT JOINTS BETWEEN TRANSITION OF DIFFERENT FLOORING MATERIALS.

6. CONTRACTOR TO MATCH (N) SOLID VINYL FLOOR TILES (INCLUDING ACCENT TILES) WITH (E) SOLID VINYL FLOOR TILES.

7. SEE PLUMBING PLAN FOR FLOOR DRAIN LOCATIONS.

4"x36" OR 6"x36" OR 6"x48" LUXERY VINYL TILE WOODGRAIN TEXTURE (LVT). W/ 4" RUBBER OR VINYL BASE (INCLUDING UNDER & AROUND CABINET BASE)

CARPET OR 24" SQ. CARPET TILES.

LEGEND

2"x2" CERAMIC TILE

A

A3.0

B

A3.0

C

A3.1

D

A3.1E

A3.1

F

A3.2G

A3.2

1

1

106

109108

105

107

104103

100

102101

110

CARPET TILE

CARPET TILE CARPET TILE

CARPET TILE

LVT

LVT

TILE

TILE

TILE

CONC.

16' - 0"

10' -

0"

CARPET TILES TO BE INSTALLED O/ LVT. PROVIDE RUBBER REDUCING STRIP ON ALL EDGES OF THE CARPET.

CARPET TILE EDGE TO ALIGN W/ THIS WALL

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:46 PM

15 APR. 17

FINISH FLOOR PLAN

A1.8


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

FINISH FLOOR PLAN


TOP PLATE

9' -

0"

A

A3.0

B

A3.0

C

A3.1

ALPINE HOUSED

A A

D

R

PROPOSED FINISHEDGRADE

EXISTING GRADE

TYP. METAL SIDING SCREW PLACEMENT.

1


T.O. FOOTING

B.O. FOOTING

TOP PLATE

A

A3.0

B

A3.0

C

A3.1

ALPINE HOUSE

101

R

R

R


1

GENERAL NOTES:1. FLASHING DETAILS AROUND LOUVERS SIMILAR TO WINDOW FLASHING

DETAILS.

C-9195REN.


Located at


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Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:48 PM

15 APR. 17

EXTERIOR ELEVATIONS

A2.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

NORTH ELEVATION

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

SOUTH ELEVATION1


TOP PLATE

9' -

0"

D

A3.1

E

A3.1

F

A3.2

G

A3.2

C

A A A A A

VISIBLE PANELJOINT CENTEREDAT WINDOW SEEDETAIL ON THIS SHEET


EXISTING GRADE

CL

2"


1


TOP PLATE

D

A3.1

E

A3.1

F

A3.2

G

A3.2

100A A A A

B

VISIBLE PANELJOINT CENTEREDAT WINDOW SEEDETAIL ON THIS SHEET


EXISTING GRADE


1

GENERAL NOTES:1. FLASHING DETAILS AROUND LOUVERS SIMILAR TO WINDOW FLASHING

DETAILS.

CL

2" 6"

CL

2"

C LC L

8"

CLCL

96" MAX.

6" MIN. LAP.

REMOVE SCREW'S NEOPRENE GASKET ON WALL PANELS ONLY

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:49 PM

15 APR. 17

EXTERIOR ELEVATIONS

A2.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

EAST ELEVATION

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

WEST ELEVATION

NO SCALE1 TYP. METAL SIDING SCREW PATTERN

1

1


TOP PLATE

D

A3.1

E

A3.1

F

A3.2

G

A3.2


TOP PLATE

D

A3.1E

A3.1

F

A3.2

G

A3.2

GENERAL NOTES:1. R-30 BATT INSULATION IN ATTIC SPACE, TYP

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:50 PM

15 APR. 17

BUILDING SECTIONS

A3.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

SECTION B

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

SECTION A


TOP PLATE

D

A3.1

E

A3.1

F

A3.2

G

A3.2


TOP PLATE

A

A3.0

B

A3.0

C

A3.1


TOP PLATE

A

A3.0

B

A3.0

C

A3.1

12

6

12

6


C-9195REN.


Located at


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T. 530.241.7067


5/9/2017 4:33:52 PM

15 APR. 17

BUILDING SECTIONS

A3.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

SECTION C

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

SECTION DSCALE: 1/4" = 1'-0"

SECTION E


TOP PLATE

A

A3.0

B

A3.0

C

A3.1


TOP PLATE

A

A3.0

B

A3.0

C

A3.1


C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:52 PM

15 APR. 17

BUILDING SECTIONS

A3.2


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

SECTION F

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

SECTION G

4"

1" VERIFY

1"

1. ALL FLASHINGS AND REGLETS FROM 24 GA. (U.N.O.) PRE-FINISHED METAL SHEET TO MATCH SIDING AND/OR ROOFING FINISH

2. USE #8 F.H. GALV. SCREWS @ 8" O.C. FOR ALL CONT. CLEAT FASTENER MASTIC SET. WHEN EXPOSED TO WEATHER USE METAL/NEOPRENE WASHER.

3. FLASHING SHALL HAVE 6" MIN. (U.N.O.) LAP JOINT, MASTIC SET, TYP. USE 6d GALV. NAILS @ 12" O.C. OR #8 F.H. GALV SCREWS @ 8" O.C. @ METAL FRAMING.

4. ALL CLEATS TO BE MANUFACTURED FROM 22 GA. (U.N.O.) GALV. METAL SHEET

5. FLASHING REQUIRED TO HAVE SOLDER CONNECTION: PAINT/COAT FROM PRE-FINISHED METAL SHEET MINIMIZE AREA FOR TOUCH-UP PAINT (OPTION: USE GALV. SHEET FOR CONCEALED LOCATION)

6. RETAINER - VINYLOK "P" BY FRY REGLET OR EQUAL

7. PRE-FABRICAED REGLET / COUNTERFLASHING INSTALLATION PER MANUFACTURER'S INSTRUCTIONS.

8. THESE FLASHING PROFILES ARE NOT ALL INCLUSIVE. OTHER FLASHING PROFILES MAY BE REQUIRED. SEE DETAILS FOR FLASHINGS NOT SHOWN ON THIS PAGE.

9. VERIFY ALL DIMENSIONS OF ALL FLASHING PROFILES AT ACTUAL CONSTRUCTIONS CONDITIONS PRIOR TO FABRICATION.

GENERAL FLASHING NOTES

4"

1"

1"

EDGE FLASHING #2

1/2" HEM AS SHOWN

EDGE FLASHING #1

1/2" HEM AS SHOWN

FLAT EDGE

FLAT

ED

GE

EDGE FLASHING

CUT OUT ELEVATION FOR LAPPING AT HEADING FLASHING & EDGE FLASHING #2

REMOVEHERE FOR LAPPING

HEM EDGE

4" 2 1

/2"

VERIFY

HEAD FLASHING

1/2" HEM AS SHOWNUSE EDGE FLASHING IF TRIM FLASHING WILL NOT BE RIVETED TO SIDING

1/2" HEM AS SHOWN

EDGE FLASHING #3

1/2" HEM AS SHOWN

3"

1 1/4"

CEILING CLOSURE

1/2" HEM AS SHOWN

BASE TOP FLASHING #2

1/2" HEM AS SHOWN

1 1/2"

VER

IFY

7/8"

1"

EAVE FLASHING

CONT. CLEAT & BUTT JOINT 1/2" HEM AS SHOWN 2/ JOINT FLASHING @ 10'-0" O.C. SIM. AT CAP FLASHING

INSIDE FLASHING

1/2" HEM AS SHOWN

1 1/2"

4"

4"

2 1

/2"

ROOF EDGE FLASHING

1/2" HEM AS SHOWN

TOP EAVE FLASHING

CONT. CLEAT 1/2" HEM AS SHOWN W/ JOINT FLASHING @ 10'-0" O.C. SIM. AT CAP FLASHING

ROOF FLASHING #1

CONT. CLEAT1/2" HEM AS SHOWN

9"

1"

VERIFY

6"

2 1

/2"4"

1"3"

6"

HEAD FLASHING

1/2" HEM AS SHOWN

TRIM FLASHING

1/2" HEM AS SHOWN

1 1/

2"

7/8"

3"

HEAD FLASHING

1/2" HEM AS SHOWN

3"

BASE TOP FLASHING

1/2" HEM AS SHOWN

BASE FLASHING AT FOOTING

1/2" HEM AS SHOWN

ROOF TO WALL

1/2" HEM DRIP AS SHOWN

SIDING TO SINGLE-PLY

1/2" HEM AS SHOWN

2 1

/2"

4"

1"

6"

1/8"

1/2"

6"VERIFY THICKNESS OF

TILE AND PLASTEROR METAL SIDING

1 1/2"

3"

1/2" SLO

PE

1"4 1

/2"

4"

CORNER FLASHING

1/2" HEM AS SHOWN

2 1/2"

2 1

/2"

(2" MIN. AT DOORS)

1 1/

2"

3"

1 1/4"

3"

7/8"

1 1/

2"

CL

5 1/2"5 1/2"

127.00°

METAL SALES 11" RIDGE COVER

3/8" CLOSED HEM W/ JOINT FLASHING @ 10'-0" O.C.

1 1/

2"

1"

4 7

/8"

2x STUD WALL,SIZE PER PLAN.

24 GA. METAL SIDING O/ V.B.INSTALL PER MANUFACTURER'S INSTRUCTIONS

5/8" GYP BD.

SEE TYP. FLASHING PROFILES ON THIS SHEETSEE STRUCTURAL FOR FOOTING REQUIREMENTS.

6"

6"

24 GA. 12" WIDE G.I. FLASHINGSET O/ V.B. EXTEND FLASHING 6"ABOVE FIN. FLR.

EXTEND FLASHING6" BELOW SIDEWALK

SIDEWALK

BASE TOP FLASHING 1" MIN. ABV. CONC. SLAB4" MIN. ABV. GROUND, TYP.

EXPANSION JOINT

1"

6" STICKY FLASHING O/V.B. TO FLASHING

BATT INSULATION BASED ON STUD SIZE -SEE FLOOR PLAN

METAL SIDING O/ BUILDING PAPERO/ PLYWOOD, TYP.

CORNER FLASHINGO/ EDGE FLASHINGSW/ RIVETS

OUTSIDE CORNER - METAL SIDING

CORNER FLASHINGO/ EDGE FLASHINGSW/ RIVETS

METAL SIDING O/ BUILDING PAPERO/ PLYWOOD, TYP.

INSIDE CORNER - METAL SIDING

• SEE TYP. FLASHING PROFILES.• PROVIDE 12" WIDE BITUTHENE MEMBRANE (STICKY FLASHING) OVER BUILDING PAPER AT EACH CORNER

W/ HORIZ. LAP 6" MIN.

STICKY FLASHING

STICKY FLASHING

KNOX BOX

24 GA. METAL BOXOPEN TO KNOX BOXSOLDER CONNECTIONS

CLOSE ATBACK

1/2" HEMSALL AROUND

3 3/16"4" TYP.

EDGE FLASHING AROUND

SECTION VIEW

• SEE TYP. FLASHING PROFILES• PROVIDE 6" WIDE BITUTHENE MEMBRANE (STICKY FLASHING) OPENING W/ 6" MIN. LAP

(NOT SHOWN FOR CLARITY).

1 5/8

"

CAULK AT FIXTURE TO EDGE FLASHING

24 GA. METAL BOXBEHIND FIXTURESOLDER CONNECTIONS

4"4" TYP.

J-BOX W/EXTENSION

• VERIFY LIGHT FIXTURE SIZE• CONCEAL EDGE FLASHING BEHIND LIGHT FIXTURE• RECEPTACLE ON WALL, SIMILAR• SEE TYP. FLASHING PROFILES• PROVIDE 6" WIDE BITUTHENE MEMBRANE (STICKY FLASHING) AROUND METAL BOX

AGAINST BUILDING PAPER W/ 6" MIN. LAP (NOT SHOWN FOR CLARITY).

1 5/8

"

VERIFYSIZE

VER

IFY S

IZE

VERIFY SIZE

1" EXTENSION

LAP FLASHING, TYP.MASTIC SET

EDGE FLASHING

24 GA. 1 5/8" (VERIFY SIZE)THICK METAL BOX BEHIND FIXTUREW/ WOOD BLOCKING. COLOR TO MATCH METAL SIDING

SOLDER AT INSIDE JOINTS,TYP.


EDGE FLASHING

SECTION VIEW FLASHING ELEVATION

CAULK AT PANEL TO EDGE FLASHING,TYP.

24 GA. METAL BOXBEHIND PANELSOLDER CONNECTIONS

4"4" TYP.

J-BOX W/EXTENSION

• VERIFY LIGHT FIXTURE SIZE• CONCEAL EDGE FLASHING BEHIND LIGHT FIXTURE• RECEPTACLE ON WALL, SIMILAR• SEE TYP. FLASHING PROFILES• PROVIDE 6" WIDE BITUTHENE MEMBRANE (STICKY FLASHING) AROUND METAL BOX

AGAINST BUILDING PAPER W/ 6" MIN. LAP (NOT SHOWN FOR CLARITY).

1 5/8

"

VERIFYSIZE

VER

IFY S

IZE

VERIFY SIZE

1" EXTENSION


EDGE FLASHING

24 GA. 1 5/8" (VERIFY SIZE)THICK METAL BOX BEHIND FIXTUREW/ WOOD BLOCKING. COLOR TO MATCH METAL SIDING

SOLDER AT INSIDE JOINTS,TYP.


EDGE FLASHING

SECTION VIEW

FLASHING ELEVATION

1' - 0"

CLOSE ATBACK

SOLDERAROUND

10"

2 3/16"4"

4 5/8"VERIFY

CONDITION AT FLUE

24 GA. GALV. METALFLASHING AROUNDFLUE

FLUE COLLAR

S.S. RING BAND W/MASTIC SET

PREFABRICATED VENTSTACK FLASHING 8" MIN.HIGH

1" CLR.

VENT PIPE, ELECT. CONDUIT,GAS PIPE OR WATER LINE

S.S. RING BAND W/MASTIC SET

PREFABRICATED VENTSTACK FLASHING 8" MIN.HIGH

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:53 PM

15 APR. 17

EXTERIOR DETAILS

A5.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

SCALE: 3" = 1'-0"1 TYPICAL FLASHING PROFILES

SCALE: 1 1/2" = 1'-0"2 FLASHING @ EXTERIOR FOOTING DETAIL

SCALE: 1 1/2" = 1'-0"3 TYP. EXTERIOR CORNERS

SCALE: 1 1/2" = 1'-0"4 FLASHING @ KNOX BOX

SCALE: 1 1/2" = 1'-0"5 TYP. EXT. LIGHT FIXTURE ON WALL

SCALE: 1 1/2" = 1'-0"6 TYP. ELECTRICAL PANEL ON WALL

SCALE: 1 1/2" = 1'-0"7 TYP. ROOF PENETRATION


5/8" GYP BD.

• SEE TYP. FLASHING PROFILES ON SHEET A5.0• METAL SALES ROOFING AND SIDING PANELS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

BATT INSULATION BASED ON STUD SIZE -SEE FLOOR PLAN

OVERHANG2' - 0"

5/8" GYP BD. 0/ 20 GA CHANNELS => 087F125-33SPACED @ 24"OC WITH #8 X 2" WOOD SCREW @ EACH FLANGE TO BTM. OF TRUSS.

S5.03 TYP.

2x6 FASCIA BOARD

2x10 FASCIA BOARD

ROOF SHEATHING -SEE STRUCTURAL

POP-RIVET TRIMFLASHING TO SIDING

TOP FLASHING FOR WALLSIDING - FLASHING DEPTHVARIES TO PRODUCE ATIGHT FIT TO SIDING

FLASHING SIMILAR TO EDGE FLASHING #2 CUT LEG TO FIT

METAL SALES 24 GA.SOFFIT PANEL RUN PERPENDICULAR TO RAFTERS (SEE REFLECTED CEILING PLAN)O/ PLYWOOD THAT IS THE SAME THICKNESS AND RATING AS ROOF SHEATHING SEE STRUCTURAL

ONE-PIECE FLASHING TO WRAP AROUND 2x6 AND2X10 FASCIA BOARD TO PLYWD SOFFIT

HALF-ROUND GUTTERW/ BRACKETS @ 2'-0" O.C.GUTTER, BRACKETS ANDALL HARDWARE TO BEPOWDER COAT GUTTERTO MATCH ROOF COLOR

PROVIDE GUTTER SCREENFOR FIRE PROTECTION

METAL SALESROOFING PANELO/ 30# FELTO/ ROOF SHEATHING

EAVE FLASHING W/ CONT. CLEAT

1 1/2" EXTENDED EAVE

7/16" ROOF SHEATHINGSEE STRUCTURAL

• SEE TYP. FLASHING PROFILES ON SHEET A5.0• METAL SALES ROOFING AND SIDING PANELS TO BE INSTALLED PER

MANUFACTURER'S WRITTEN INSTRUCTIONS.

TRUSSES - SEE STRUCTURAL FOR SPACING

12

6 24 GA. METAL ROOFING PANELO/ 30# FELT


CLIP INSTALLED PER MFGR'S INSTRUCTIONS

12

6

2x10 FASCIA BD.

MFGR'S RAKE TRIM.

METAL ROOFINGO/ 30# FELT

MFGR'S "C" CLOSURE

CONT. CLEAT W/ #8 SCREWS @ 12" O.C.

3"


2x6 FASCIA BD.24 GA. METALSOFFIT PANEL

1 5/8

"

1 1/2"

3"




OVERHANG2' - 0"

24 GA. METAL SOFFIT

S5.03 TYP.

2x6 FASCIA BOARD

2x10 FASCIA BOARD


TOP FLASHING FOR WALLSIDING - FLASHING DEPTHVARIES TO PRODUCE ATIGHT FIT TO SIDING

FLASHING SIMILAR TO EDGE FLASHING #2 CUT LEG TO FIT

METAL SALES 24 GA.SOFFIT PANEL RUN PERPENDICULAR TO RAFTERS (SEE REFLECTED CEILING PLAN)O/ PLYWOOD THAT IS THE SAME THICKNESS AND RATING AS ROOF SHEATHING SEE STRUCTURAL




METAL SALESROOFING PANELO/ 30# FELTO/ ROOF SHEATHING



C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:53 PM

15 APR. 17

EXTERIOR DETAILS

A5.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

SCALE: 1 1/2" = 1'-0"2 TYP. EAVE DETAIL

SCALE: 1 1/2" = 1'-0"1 TYP. RIDGE DETAIL

SCALE: 1 1/2" = 1'-0"3 TYP. RAKE DETAIL

SCALE: 1 1/2" = 1'-0"4 TYP. EAVE AT WALKWAY

GENERAL NOTES1. ALL MATERIALS NOTED ON THE FINISH SCHEDULE ARE NEW FINISH MATERIALS TO BE INSTALLED. SEE

FLOOR PLAN, INTERIOR ELEVATIONS, REFLECTED CEILING PLAN, FINISH FLOOR PLAN, & DETAILS FOR ADDITIONAL INFORMATION FOR A COMPLETE AND FINISHED OVERALL PAINTED APPEARANCE PER INDUSTRY AND CONSTRUCTION STANDARDS.

2. PAINT COLOR & ALL FINISH COLORS & TEXTURE TO BE SELECTED BY ARCHITECT AT THE TIME OF EACH SUBMITTAL, NO EXTRA COST WILL BE ALLOWED, TYP.

3. ALL PAINTED SURFACES SHALL RECEIVE (1) COAT OF PRIME & (2) COATS OF FINISH APPLIED OVER NEW MATERIAL & OVER EXISTING MATERIAL.

4. GYPSUM BOARD SHALL HAVE METAL CORNER MOLDING AT CORNERS, J METAL AT EXPOSED END TERMINATION AND TAPED JOINTS.

5. PREP. COAT SHALL BE APPLIED AND TEXTURED PRIOR TO PAINTING.

6. LEVEL & FINISH OF GYP. BD. WALLS AND SOFFITS TO BE LEVEL 5 FINISH U.N.O. IN THE SPEC'S.

7. CONTRACTOR SHALL INCLUDE IN THE BID REPAIRING AND RETEXTURING ALL OF THE EXISITNG GYP. BD. THAT IS EXISTING IN THE SUITE. NEW GYP. BD. TEXTURE ON EXISITNG WALLS TO BE LEVEL 5 FINISH U.N.O. IN THE SPEC'S.

8. CARPET SEAMS TO BE LOCATED AT CENTERLINE OF DOOR WHEN DOOR IS CLOSED.

9. ALIGN FLOORING TRANSITIONS WITH FINISH BASE EXCEPT AT DOORS, U.N.O.

10. ALL TRANSITION/REDUCER STRIPS AND OTHER THRESHOLDS TO BE LOCATED AT CENTERLINE OF DOOR WHEN IN CLOSED POSITION

CASEWORK NOTESTHE FOLLOWING NOTES ARE SPECIFIC TO CASEWORK AND ARE IN ADDITION TO THE GENERAL FINISH NOTES. SEE TYPICAL CABINET DETAILS ON SHEET A7.3.

1. FIELD VERIFY ALL CASEWORK AND SHELVING DIMENSIONS.

2. ALL SHELVING SHOWN WITH DASHED LINES TO BE ADJUSTABLE.

3. REFER TO ROOM ELEVATIONS FOR DOOR HANDING.

4. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO CASEWORK FABRICATION.

5. PROVIDE FINISHED END PANEL AT EXPOSED CASEWORK ENDS AND BACKS AS NEEDED. PANEL TO MATCH CASEWORK PLASTIC LAMINATE. VERIFY WITH ARCHITECT.

6. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS ON ALL CABINETS.

7. PROVIDE CONTINUOUS SEALANT AT TOP OF BACKSPLASH/SIDESPLASHES.

8. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE CASEWORK SUPPLIER. PROVIDE WALL BLOCKING AT EACH SUPPORT.

9. ALL EXPOSED SURFACES OF CASEWORK, SHELVING, BASE, FULL HEIGHT AND UPPER WALL CABINETS, UNDERCABINET SUPPORT BRACKETS AND FINISHED END PANELS ARE PLAM (UNO).

10. RETURN BACKSPLASH AT SIDEWALLS (UNO).

11. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

12. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

13. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS ARE INDICATED. ALL FILE DRAWERS TO ACCEPT LETTER-SIZED FOLDERS, WITH TALL FILE TABS, AND HOLDERS, MINIMUM.

14. ALL CASEWORK HINGES ARE TO BE CONCEALED TYPE (UNO).

15. ALL WORK SURFACES, COUNTERS & TRANSACTION TOPS TO BE 1 ¼” THICK WITH BULLNOSE EDGE (UNO).

16. PROVIDE 2 1/2" DIAMETER STAINLESS STEEL GROMMETS WHERE GROMMETS ARE REQUESTED. COORDINATE GROMMET LOCATION W/ OWNER FOR ACTUAL LOCATIONS.

ROOM FINISH SCHEDULE

DOOR TYPES FRAME TYPES

DOOR NOTES DOOR FRAME ANCHORAGE NOTES1. SEE SHEET A0.1 FOR ADA REQUIREMENTS FOR DOORS.

2. ALL EXTERIOR DOORS W/ GLAZING SHALL BE INSULATED.

3. GLAZING IN WINDOWS AND DOORS WITHIN 24" OF DOORS SHALL MEET SAFETY GLAZING REQUIREMENTS OF CBC 2406.

1. ALUM. OR HOLLOW METAL (SEE FRAME TYPES FOR GA.) JAMB 3-ANCHOR MIN. PER SIDE. PAINT H.M. FRAME SAME AS DOORS U.O.N.

2. METAL STUDS WALL: USE MFGR'S ANCHOR W/ #12 SELF TAPPED SCREWS (OR MFGR PROVIDES SCREWS)

3. WOOD STUDS: USE MFGR'S ANCHOR W/ #12x2 1/2" WD SCREWS (OR MFGR PROVIDES SCREWS)

4. PROVIDE ADDITIONAL ANCHORS @ 3'-0" O.C. AT HEAD WHERE FRAME IS HORIZONTALLY LONGER THAN 3'-0".

HM FRAME NOTES1. SEE DOOR NOTES FOR FIRE RATING NOTES .

2. ALL H.M. FRAME SHALL HAVE WELDED CORNERS AND WELDED FRAME ANCHORS.

DOOR SCHEDULE HARDWARE SCHEDULE

WINDOW TYPES WINDOW / GLAZING NOTES1. INTERIOR GLAZING 1" THICK INSULATED GLAZING UNIT FOR

SOUNDPROOF

2. SEE DOOR TYPE & DOOR FRAME TYPE FOR ADDITIONAL GLAZING

PRODUCT SPECIFIED MANUFACTURER APPROVED SUBSTITUTEHINGES STANLEY McKINNEY, HAGERHINGES STANLEY McKINNEY, HAGERCONTINUOUS HINGE PEMKO McKINNEY, HAGERLOCKS SARGENT NONECLOSERS SARGENT NONEWALLSTOPS IVES TRIMCO, ROCKWOODFLOORSTOPS IVES TRIMCO, ROCKWOODKICKPLATES IVES TRIMCO, ROCKWOODTHREHSOLDS PEMKO NATIONAL GUARDDOOR BOTTOMS/SWEEPS PEMKO NATIONAL GUARDGASKETING STEELCRAFT PEMKO, NATIONAL GUARD

GROUP 1DOOR 100

1 EA. CONT. HINGE CFM95HD1 ALUM1 EA. ENTRY LOCK 8205 LNJ “LA” 6251 EA. CLOSER 1431 RO EN1 EA. THREHSOLD 2748A ALUM1 EA. DOOR BOTTOM 216AV ALUM1 SET GASKET PS074 BLACK

GROUP 2DOOR 101`

4 EA. HINGES FBB191 4.5 X 4.5 NRP 6291 EA. ENTRY LOCK 8205 LNJ “LA” 6251 EA. CLOSER 1431 RP9 EN1 EA. THREHSOLD 2748A ALUM1 EA. DOOR SWEEP 321CN ALUM1 SET GASKET PS074 BLACK

GROUP 2ADOOR 102

4 EA. HINGES FBB191 4.5 X 4.5 6291 EA. ENTRY LOCK 8205 LNJ “LA” 6251 EA. CLOSER 1431 RO EN1 EA. THREHSOLD 2748A ALUM1 EA. DOOR BOTTOM 216AV ALUM1 SET GASKET PS074 BLACK

GROUP 3DOOR 103

3 EA. HINGES FBB179 4.5 X 4.5 6511 EA. ENTRY LOCK 8205 LNJ “LA” 6253 EA. SILENCERS BY FRAME SUPPLIER

GROUP 4DOOR 104

3 EA. HINGES FBB179 4.5 X 4.5 6511 EA. CLASSROOM LOCK 8237 LNJ “LA” 6253 EA. SILENCERS BY FRAME SUPPLIER

GROUP 5DOOR 105, 108, 109

3 EA.HINGES FBB179 4.5 X 4.5 6511 EA. PASSAGE 8215 LNJ 6251 SET GASKET PS074 BLACK

GROUP 6DOOR 106, 107

3 EA. HINGES FBB179 4.5 X 4.5 6511 EA. PRIVACY W/ INDICATOR 49-8265 LNJ X 130LB 6253 EA. EMERGENCY KEYS 14-0057 STL1 EA. KICKPLATE 8400 10 X 2LDW 6251 SET GASKET PS074 BLACK

SEALANT SCHEDULECONCRETE EXPANSION JOINT: SICA FLEX 1C SL 1 PART URETHENE

METAL GUTTER EXPANSION JOINTS: BOND BREAKER PRIMER TAPE POLYURETHENE FILM TAPE DOW CORNING 791 SILICONE

METAL SIDING,,SOFFIT AND ROOFING: GEO CELL 3300 100% POLYURETHENE

WINDOWS TO BITUTHENE FLASHING: DOW CORNING 791 SILICONE

TILE EXPANSION JOINT: SICA FLEX 1A OR 15 LM URETHENE

INTERIOR PAINTINGGYPSUM BOARD TO METAL TRIM: FLEX 834 SILICONIZED ACRYLICGYPSUM BOARD TO WOOD TRIM: PECORIA AC20 +SILICONE ACRYLIC CAULKGYPSUM BOARD SOUND WALLS ACOUSTICAL SEALANT: PERCORIA AIS SOUND TRANSITION

MECHANICAL/PLUMBING: FIRE CAULK AT 1 HR WALLS PECORIA AC 20 FTR FIRE STOPPING

Reference: [email protected] (1-888-434-4539)

FLOOR LINE

DOOR TYPE A

WIDTH

HEIG

HT

1" THICK INSULATED TEMPEREDGLASS

DOOR TYPE B

WIDTH

HEIG

HT

FRAME TYPE 114 GA. 1" H.M.

FRAME

WIDTH

HEIG

HT

3

A7.3

2

A7.3

FRAME TYPE 216 GA. 2" H.M.

FRAME

WIDTH

HEIG

HT

5

A7.3

4

A7.3

10"

6"

6"6"

6' - 0"3' -

0"

TYPE A

6' - 0"

6' -

0"

3' - 0"

3' -

0"

1' - 6"

2' -

6"

1' - 0"

2' -

0"

NO GRIDS

GRIDS ASSHOWN, TYP. TEMP. TEMP.

TEMP. TEMP.

TEMP. TEMP.TEMP. TEMP.

TEMP.

TYPE ETYPE B TYPE C TYPE D

3' -

1 1

/2"

2' -

10

1/2

"

8

A7.3

9

A7.3

TYP.

7

A7.3

TYP.

TYP.

NOTE: ALL WINDOW FRAMES SHALL BE PAINTED BLANK.

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:54 PM

15 APR. 17

ROOM FINISH SCHEDULE, DOOR SCHEDULE,WINDOW SCHEDULE

A7.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

NO. NAMEFLOORING NORTH WALL EAST WALL SOUTH WALL WEST WALL

CEILING FINISH NOTESMATL BASE MATL FIN MATL FIN MATL FIN MATL FIN100 GREAT ROOM RESILIENT VINYL 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED WD CEILING. SEE SPECS. SEE INTERIOR ELEVATIONS FOR ACCENT WALL.101 DINING RESILIENT VINYL 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED WD CEILING. SEE SPECS.102 KITCHEN RESILIENT VINYL 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED WD CEILING. SEE SPECS.103 STAFF OFFICE CARPET TILES 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED104 LAUNDRY RESILIENT VINYL 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED105 MASTER BEDROOM RESILIENT VINYL 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED SEE INTERIOR ELEVATIONS FOR ACCENT WALL.106 MASTER BATH TILE TILE TILE TILE TILE TILE TILE TILE TILE GYP. BD. PAINTED MDF TRIM TO BE PAINTED.107 RESTROOM TILE TILE TILE TILE TILE TILE TILE TILE TILE GYP. BD. PAINTED MDF TRIM TO BE PAINTED.108 GUEST BEDROOM #1 CARPET TILES 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED SEE INTERIOR ELEVATIONS FOR ACCENT WALL.109 GUEST BEDROOM #2 CARPET TILES 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED SEE INTERIOR ELEVATIONS FOR ACCENT WALL.110 HALLWAY RESILIENT VINYL 4" RUBBER BASE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED111 MAINTANENCE ROOM CONCRETE GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED GYP. BD. PAINTED

NO. ROOM NAMEDOOR FRAME

HDWR SET GLAZINGFIRE

RATINGDETAILS

WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL100 GREAT ROOM 3' - 4" 8' - 0" 1 3/4" A METAL PAINTED 2 H.M. PAINTED GROUP 1 TEMPERED 4/A7.H 5/A7.4 6/A7.4101 HALLWAY 3' - 0" 8' - 0" 1 3/4" A METAL PAINTED 2 H.M. PAINTED GROUP 2 TEMPERED 4/A7.H 5/A7.4 6/A7.4102 MAINTANENCE ROOM 3' - 0" 8' - 0" 1 3/4" B METAL PAINTED 2 H.M. PAINTED GROUP 2A TEMPERED 4/A7.H 5/A7.4 6/A7.4103 STAFF OFFICE 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 3 2/A7.4 3/A7.4104 LAUNDRY 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 4 2/A7.4 3/A7.4105 MASTER BEDROOM 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 5 20 MIN. 2/A7.4 3/A7.4106 MASTER BATH 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 6 2/A7.4 3/A7.4107 RESTROOM 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 6 2/A7.4 3/A7.4108 GUEST BEDROOM #1 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 5 20 MIN. 2/A7.4 3/A7.4109 GUEST BEDROOM #2 3' - 0" 7' - 0" 1 3/4" B SOLID WOOD STAINED 1 H.M. PAINTED GROUP 5 20 MIN. 2/A7.4 3/A7.4

A A

100

21

22

A A

GENERAL NOTES:1. REVIEW GENERAL NOTES ON SHEET A7.0 FOR ALL FINISH MATERIALS

AND CASEWORK NOTES.

2. SEE SHEET A0.1 FOR MOUNTING HEIGHTS FOR TOILET ROOM ITEMS.

3. PROVIDE ADJUSTABLE SHELVES AS SHOWN FOR ALL BASE AND UPPER CABINETS.

4. SEE TYPICAL CABINET DETAILS ON SHEET A7.3.

5. SEE SHT. A0.1 FOR ADA REQUIREMENTS AND MOUNTING HEIGHTS.

30

"20

"34" M

AX.

A A

OPEN TOHALLWAY

CLR.2' - 6"10"

1' - 0"

MIC.

2WALL TO BE PAINTEDW/ ACCENT COLOR

34" M

AX.

20

"30

"

2' - 0"2' - 0"

5 EQUAL SPACES2' - 0"11"SPCS.3 EQ.

1

9

10

111213

14

± 6' -

1"

± 11

"

5' -

6"

24

C L

± 6' -

4 3

/4"

A

103

A

104

WALL TO BE PAINTEDW/ ACCENT COLOR

A

106

1819

TYP.

5' -

0" 105

C

106

12"

60

"

48" M

AX.

12"

23

54 67

8

12"

48" M

AX.

60

"

23

107

C L36" M

AX.

33" M

IN.

40

" M

AX.

3

4

34" M

AX.

7

8B

12"

23

8

2' - 4"

6 EQUAL SPACES

6 EQUAL SPACES

2

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:56 PM

15 APR. 17

INTERIOR ELEVATIONS

A7.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

INTERIOR ELEVATIONSSCALE: 1/4" = 1'-0"

RM. 100 - GREAT ROOM — WEST

RM. 100 - GREAT ROOM - RM. 101 - DINING — NORTH

KEYNOTES:NO. DESCRIPTION1 (N) SEMI-RECESSED F.E. CABINET, TOP OF CABINET @ 48" A.F.F.

PROVIDE 2x BLK'G @ TOP & BTM. 2A10BC FIRE EXTINGUISHER INCABINET.

2 CABINET SHALL NOT HAVE A BASE AND SHALL BE OPEN WITH NOSHELVING.

3 36"x36" FRAMELESS MIRROR CENTERED ABOVE SINK.4 WALL SCONCE EACH SIDE OF THE MIRROR. SCONCE TO BE

CENTERED FROM EDGE OF WALL TO EDGE OF MIRROR. SCONCE TOBE CENTERED BETWEEN BOTTOM OF MIRROR AND TOP OF MIRROR.


CENTERED FROM EDGE OF COUNTER TO EDGE OF MIRROR.SCONCE TO BE CENTERED BETWEEN BOTTOM OF MIRROR AND TOPOF MIRROR.

7 CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS SHALL COMPLYWITH SECTION 11B-309.4. CONTROLS AND FAUCETS SHALL BE OF ASINGLE-LEVER DESIGN. A SHOWER SPRAY UNIT WITH A HOSE 59INCHES LONG MINIMUM THAT CAN BE USED BOTH AS AFIXED-POSITION SHOWER HEAD AND AS A HANDHELD SHOWERSHALL BE PROVIDED.

8 ADA COMPLIANT SHOWER SEAT SHALL COMPLY WITH CBC 11B-610AND 11B-610.3.

9 UPPER CABINET TO HAVE NO DOORS. PANEL TO HAVE 1/8" SAWCUTGROOVES .

10 CABINET SUPPORT PANEL11 VERIFY REQUIRED CLEAR SPACE FOR DISHWASHER.12 VERIFY REQUIRED WIDTH OF KITCHEN RANGE.13 COUNTERTOP AND CABINET WIDTH MAY VARY DUE TO APPLIANCES.14 UPPER CABINET WIDTH MAY VARY DUE TO APPLIANCES.15 NOT USED.16 NOT USED.17 NOT USED.18 CALIFORNIA AB 1732 COMPLIANT UNISEX AND GENDER NEUTRAL

RESTROOM SIGN WITH TACTILE TEXT AND BRAILLE. SEE SHT. A0.1FOR ADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL 1/A7.2

19 CALIFORNIA AB 1732 UNISEX BATHROOM DOOR SIGN. SEE SHT. A0.1FOR ADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL 1/A7.2

20 9"x9" ROOM SIGN (W/ RAISED LETTERS & NO. 2 BRAILLE) @ +60"A.F.F., TYP. ROOM NAME PER PLAN AND TO BE COORDINATED WITHTHE OWNER. THE OWNER CAN REQUEST TO CHANGE ROOM NAMES.NO EXTRA COST WILL BE ALLOWED, TYP. SEE SHT. A0.1 FORADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL 1/A7.2

21 TACTILE EXIT SIGN ON WALL LATCH SIDE OF DOOR @ 60" A.F.F. SEESHT. A0.1 FOR ADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL1/A7.2

22 TACTILE EXIT SIGN ON WALL LATCH SIDE OF DOOR. IN GROUP R-1OCCUPANCIES, AN ADDITIONAL LOW-LEVEL EXIT SIGN SHALL BEPROVIDED. THE BOTTOM OF THE SIGN SHALL BE 10” MIN. TO 12”MAX. A.F.F. SEE SHT. A0.1 FOR ADDITIONAL SIGNAGE REQUIREMENTS.SEE DETAIL 1/A7.2

23 ROBE HOOKS TO BE INSTALLED AS SHOWN. FOR ADA COMPLIANTROBE HOOK, THE TOP OF THE ROBE HOOK SHOULD BE MOUNTED AT48" MAX. A.F.F.

24 OWNER WILL PROVIDE T.V. AND THE MOUNTING BRACKET.CONTRACTOR WILL INSTALL T.V. AND MOUNTING BRACKET.CONTRACTOR WILL PROVIDE PHONE/DATA, CATV, AND ELECTRICALOUTLETS AS SHOWN CENTERED BEHIND TV.

RM. 101 - DINING - RM. 102 - KITCHEN — EAST RM. 102 - KITCHEN - RM. 100 - GREAT ROOM — SOUTH

RM. 103 - STAFF OFFICE — NORTH RM. 103 - STAFF OFFICE — EAST RM. 103 - STAFF OFFICE — SOUTH

RM. 103 - STAFF OFFICE — WEST RM. 104 - LAUNDRY — NORTH RM. 104 - LAUNDRY — EAST RM. 104 - LAUNDRY — WEST

RM. 105 - MASTER BEDROOM — NORTH RM. 105 - MASTER BEDROOM — EAST RM. 105 - MASTER BEDROOM — SOUTH RM. 105 - MASTER BEDROOM — WEST RM. 106 - MASTER BATH — EASTRM. 106 - MASTER BATH — NORTH

RM. 106 - MASTER BATH — SOUTH RM. 106 - MASTER BATH — WEST RM. 107 - RESTROOM — NORTH RM. 107 - RESTROOM — EAST RM. 107 - RESTROOM — SOUTH RM. 107 - RESTROOM — WEST

RM. 104 - LAUNDRY — SOUTH

1

GENERAL NOTES:1. REVIEW GENERAL NOTES ON SHEET A7.0 FOR ALL FINISH MATERIALS

AND CASEWORK NOTES.

2. SEE SHEET A0.1 FOR MOUNTING HEIGHTS FOR TOILET ROOM ITEMS.

3. PROVIDE ADJUSTABLE SHELVES AS SHOWN FOR ALL BASE AND UPPER CABINETS.

4. SEE TYPICAL CABINET DETAILS ON SHEET A7.3.

5. SEE SHT. A0.1 FOR ADA REQUIREMENTS AND MOUNTING HEIGHTS.

108


A

109


A

OPEN TOGREAT RM.

OPEN TOKITCHEN

4' -

0"

1

103 104 105

20

5' -

0"

2020

101

21

12" M

AX.

10" M

IN.

5' -

0"

22

OPEN TO GREAT RM.

109 108 107

1819

5' -

0"

2020

9"

4"

9"

4"

9"

9"

CALIFORNIA TITLE 24 AND AB 1732 UNISEX BATHROOM DOOR SIGN

12" H.C. SIGN ON DOOR @ +48 TO +60" A.F.F.

H.C. SIGN WALL MOUNT @ LATCH SIDE OF DOORSEE NOTE 12 ON SHEET A0.1 FOR MOUNTING HEIGHT.

CALIFORNIA AB 1732 COMPLIANT UNISEX AND GENDER NEUTRAL RESTROOM SIGN WITH TACTILE TEXT AND BRAILLE


GRADE #2 BRAILLE


GRADE #2 BRAILLE

1" HIGH RAISEDLETTERS. ROOMNAME MAY BE SPLIT TO TWO LINES

GRADE #2 BRAILLEUNDER ROOM NAME

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:57 PM

15 APR. 17

INTERIOR ELEVATIONS

A7.2


A New Buildingfor

10 MAY 17


Services

Cedar Home

KEYNOTES:NO. DESCRIPTION1 (N) SEMI-RECESSED F.E. CABINET, TOP OF CABINET @ 48" A.F.F.

PROVIDE 2x BLK'G @ TOP & BTM. 2A10BC FIRE EXTINGUISHER INCABINET.

2 CABINET SHALL NOT HAVE A BASE AND SHALL BE OPEN WITH NOSHELVING.


CENTERED FROM EDGE OF WALL TO EDGE OF MIRROR. SCONCE TOBE CENTERED BETWEEN BOTTOM OF MIRROR AND TOP OF MIRROR.


CENTERED FROM EDGE OF COUNTER TO EDGE OF MIRROR.SCONCE TO BE CENTERED BETWEEN BOTTOM OF MIRROR AND TOPOF MIRROR.

7 CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS SHALL COMPLYWITH SECTION 11B-309.4. CONTROLS AND FAUCETS SHALL BE OF ASINGLE-LEVER DESIGN. A SHOWER SPRAY UNIT WITH A HOSE 59INCHES LONG MINIMUM THAT CAN BE USED BOTH AS AFIXED-POSITION SHOWER HEAD AND AS A HANDHELD SHOWERSHALL BE PROVIDED.

8 ADA COMPLIANT SHOWER SEAT SHALL COMPLY WITH CBC 11B-610AND 11B-610.3.

9 UPPER CABINET TO HAVE NO DOORS. PANEL TO HAVE 1/8" SAWCUTGROOVES .

10 CABINET SUPPORT PANEL11 VERIFY REQUIRED CLEAR SPACE FOR DISHWASHER.12 VERIFY REQUIRED WIDTH OF KITCHEN RANGE.13 COUNTERTOP AND CABINET WIDTH MAY VARY DUE TO APPLIANCES.14 UPPER CABINET WIDTH MAY VARY DUE TO APPLIANCES.15 NOT USED.16 NOT USED.17 NOT USED.18 CALIFORNIA AB 1732 COMPLIANT UNISEX AND GENDER NEUTRAL

RESTROOM SIGN WITH TACTILE TEXT AND BRAILLE. SEE SHT. A0.1FOR ADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL 1/A7.2

19 CALIFORNIA AB 1732 UNISEX BATHROOM DOOR SIGN. SEE SHT. A0.1FOR ADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL 1/A7.2

20 9"x9" ROOM SIGN (W/ RAISED LETTERS & NO. 2 BRAILLE) @ +60"A.F.F., TYP. ROOM NAME PER PLAN AND TO BE COORDINATED WITHTHE OWNER. THE OWNER CAN REQUEST TO CHANGE ROOM NAMES.NO EXTRA COST WILL BE ALLOWED, TYP. SEE SHT. A0.1 FORADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL 1/A7.2

21 TACTILE EXIT SIGN ON WALL LATCH SIDE OF DOOR @ 60" A.F.F. SEESHT. A0.1 FOR ADDITIONAL SIGNAGE REQUIREMENTS. SEE DETAIL1/A7.2

22 TACTILE EXIT SIGN ON WALL LATCH SIDE OF DOOR. IN GROUP R-1OCCUPANCIES, AN ADDITIONAL LOW-LEVEL EXIT SIGN SHALL BEPROVIDED. THE BOTTOM OF THE SIGN SHALL BE 10” MIN. TO 12”MAX. A.F.F. SEE SHT. A0.1 FOR ADDITIONAL SIGNAGE REQUIREMENTS.SEE DETAIL 1/A7.2

23 ROBE HOOKS TO BE INSTALLED AS SHOWN. FOR ADA COMPLIANTROBE HOOK, THE TOP OF THE ROBE HOOK SHOULD BE MOUNTED AT48" MAX. A.F.F.

24 OWNER WILL PROVIDE T.V. AND THE MOUNTING BRACKET.CONTRACTOR WILL INSTALL T.V. AND MOUNTING BRACKET.CONTRACTOR WILL PROVIDE PHONE/DATA, CATV, AND ELECTRICALOUTLETS AS SHOWN CENTERED BEHIND TV.

RM. 108 - GUEST BEDROOM #1 — NORTH RM. 108 - GUEST BEDROOM #1 — EAST RM. 108 - GUEST BEDROOM #1 — SOUTH RM. 108 - GUEST BEDROOM #1 — WEST RM. 109 - GUEST BEDROOM #2 — NORTH

RM. 109 - GUEST BEDROOM #2 — EAST RM. 109 - GUEST BEDROOM #2 — SOUTH RM. 109 - GUEST BEDROOM #2 — WEST RM. 110 - HALLWAY — NIORTH

RM. 110 - HALLWAY — EAST RM. 110 - HALLWAY — SOUTH

RM. 110 - HALLWAY — WEST

INTERIOR ELEVATIONSSCALE: 1/4" = 1'-0"

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

SIGNAGE1

1

4" OR 6" HIGH SPLASHSEE PLAN

2x4 SB W/ A35 EA. END OF BLK.

ADJ. SHELF W/ STOPS TO PREVENT SHELVE FROM SLIDING OUT

3/8" WEDGE ANCHORS@ 24" O.C. CONT. 2x4 W/ 2 1/4" MIN. EMB.

#8 x 1 1/2" F.H.W.S.@ 24" O.C.

3/4" SOLID SURFACE TOP W/ SQUARE EDGES

SINK WHEREOCCURS

#8 x 3" F.H.W.S.@ 12" O.C. W/ CHSSCREW COVER

3/4"

3"

4 1

/4"

SEE INTER

IOR

ELEV

ATIO

NS

1/4" 3/4"

SEE INTER

IOR

ELEV

ATIO

NS

SEE INT. ELEV.

ANCHOR CABINET W/#12 x 3" F.H.W.S. @ 12" O.C.TOP & BTM. EA. CABINETINTO WD. BLKG. TYP.(MIN. OF 2) PRE-DRILLHOLES THRU CABINET

ADJ. SHELF W/ STOPSTO PREVENT SHELVE FROM SLIDING OUT

2x4 BLKG. CONT. FORLENGTH OF CABINETPLUS ONE STUD CAVITYBEYOND EA. WAY (TYP.)W/ A34 EA. END OF BLK.

TYP. BASE CABINET

TYP. TOP CABINET

H.C

. ACC

ESS

27"

AT S

INK F

OR

WOOD OR METALSTUD WALL

WOOD OR METALSTUD WALL

DELETE ADJ. SHELF& BASE LEGE & PANELFOR H.C. ACCESS ATSINK LOCATIONS

FO

R D

RAW

ER

SIZ

E &

TYPE

SEE INTER

IOR

ELEV

ATIO

NS

TYP. BASE CABINET W/ DRAWERS

SEE TYP. BASE CABINET DETAIL FOR NOTES AND DIMENSIONS

TOP DRAWER

SECOND DRAWER

FILE DRAWER ORTHIRD & FORTHDRAWERS

3/4"

5/8" GYB BD. BOTH SIDES

SEALANT ALL AROUND AND BOTH SIDE OF FRAME, TYP.

1" WELDED HOLLOW METAL FRAME - 14 GAUGE.FIRE-RATED FRAMES AREREQUIRED AT FIRE-RATEDDOORS. SEE SCHEDULE FORRATING.

2x4 STUDS @ 16" O.C.

5 3/4"

DOOR - SEE DOOR SCHEDULE

FRAME ANCHOR AS RECOMMENDED BY FRAME MFG.

1"

VERIFY ACTUAL FRAMING CONDITION PRIOR TO ORDERING FRAMES.

HEADER - SEE STRUCTURAL FOR SIZE

5/8" GYB BD. BOTH SIDES


1" WELDED HOLLOW METAL FRAME - 14 GAUGE.FIRE-RATED FRAMES AREREQUIRED AT FIRE-RATEDDOORS. SEE SCHEDULE FORRATING.


5 3/4"

DOOR - SEE DOOR SCHEDULE

FRAME ANCHOR AS RECOMMENDED BY FRAME MFG.


1"


5/8" GYB BD.

SHIM AS REQUIRED.


2" WELDED HOLLOW METAL FRAME - 16 GAUGE.


R-19 INSULATION

24 GA. METAL SIDINGO/ V.B. INSTALL PER MANUFACTURER'S INSTRUCTIONS


TRIM FLASHING

CORNER ELEVATION

LAP FLASHINGTYP. MASTIC SET

EDGE FLASHINGAT JAMB

1" EXTENSION

SEE TYP. FLASHING PROFILES ON SHEET A5.0PROVIDE 6" WIDE BITUTHENE MEMBRANE FLASHING AROUND OPENING W/ 6" MIN. LAP (NOT SHOWN FOR CLARITY).

5 1/2"

2"



5/8" GYB BD.

SHIM AS REQUIRED.


2" WELDED HOLLOW METAL FRAME - 16 GAUGE.


R-19 INSULATION


5 1/2"

2"


EDGE FLASHING& SEALANT

FINISHED FLOOR

SEALANT, TYP.

THRESHOLD

SEE DOOR SCHEDULE FOR DOOR TYPE

1/2" EXP. JOINT

HM FRAME BEYOND

DOOR BTM.SEAL

1/2" M

AX.

3/4" MDF TRIM - PAINTED.


5/8" GYB BD.

SHIM AS REQUIRED.


ALUM. WINDOW FRAME INSTALL PER MANUFACTURERSRECOMMENDATIONS- SEE SPECS FOR MANUFACTURER

2x STUDS @ 16" O.C.

R-19 INSULATION



TRIM FLASHING

CORNER ELEVATION


EDGE FLASHINGAT JAMB

1" EXTENSION


1/2" x 1" MDF TRIM - PAINTED.

1/4"


5/8" GYB BD.

SHIM AS REQUIRED.


2x STUDS @ 16" O.C.

R-19 INSULATION


EDGE FLASHING& SEALANT



1/2" x 1" MDF TRIM - PAINTED.

1/4"

2x STUDS @ 16" O.C.

EDGE FLASHING


SOLDER INSIDE JOINTS PRIOR TO APPLYING SIDING, TYP.

5/8" GYB BD.



1/4"

SHIM AS REQUIRED.




1/2" x 1" MDF TRIM - PAINTED.C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:33:57 PM

15 APR. 17

CABINET DETAILS, DOOR AND WINDOW DETAILS

A7.3


A New Buildingfor

10 MAY 17


Services

Cedar Home

NO SCALE1 TYP. CABINET DETAILS

SCALE: 3" = 1'-0"3 INTERIOR HM DOOR JAMB DETAIL

SCALE: 3" = 1'-0"2 INTERIOR HM DOOR HEAD DETAIL

SCALE: 3" = 1'-0"4 HM DOOR HEAD @ METAL SIDING

SCALE: 3" = 1'-0"5 HM DOOR JAMB @ METAL SIDING

SCALE: 3" = 1'-0"6 TYP. EXT. DOOR THRESHOLD

SCALE: 3" = 1'-0"7 TYP. ALUM. WINDOW HEAD DETAIL

SCALE: 3" = 1'-0"8 TYP. ALUM. WINDOW JAMB DETAIL

SCALE: 3" = 1'-0"9 TYP. ALUM. WINDOW SILL DETAIL

E.N. STUD FULL HT.

SEE PLAN FOR HDIF REQ'D, TYP.

E.N. STUD FULL HTTO USE HD IN ADJ.WALL

E.N. SILL E.N. PLY. EDGENAILING REQ'D.SEE DRAWINGS

E.N. FULL HT. @ ENDOF PANEL, TYP.

E.N. @ TOP PLATEONLY, TYP.

WINDOW OPNG.

DOOR OPNG.

E.N. AROUNDALL OPNG'S.

E.N. STUD FULLHT. OF WALL @DOOR OPNG.

FACE NAIL STUDSW/ 16d @ TWICE DIMREQ'D FOR E.N.

BEARING WALL3x BLOCKING @ PLYWD EDGES @ SHEAR WALLS,3x STUDS @ PLYWD JOINTS MIN. PANEL SIZE 2FT.x8FT.

4 1

/2"

8 11/16"

4 1

/2"

6 3

/4"

6 3

/4"

2 1/4" 13 1/2"

15 3/4"

4 1

/2"

8 11/16"

4 1

/2"

6 3

/4"

6 3

/4"

"D"

(32) B.D.

2'-0" MIN.

"D"

1'-6

"1'-6

"

MAX.

MAX.

2" CLR.

FOOTINGDEPTH "D"

3" CLR.

(32) BAR DIA.2.-0" MIN.

11" 0"

10 7/8" 3'-6" MIN.

3'-0"6"

1 5/1

6"

4 3

/4"

3 7

/16

"

1 9/

16"

2 7

/16"

3 1

1/16

"

5 7/8"

4 3

/4"

3 7

/16

"

1 9/

16"

6" M

IN.

4" M

IN.

6" M

IN.

4" M

IN.

2" M

IN.

1'-6" MIN.

2" M

IN.

NO PIPE SHALL PASSTHROUGH THE FOOTINGPAD

PLACE CONC. FILL AROUNDSLEEVES BEFORE POURINGFOOTING PADS. FILL SHALLBE SAME WIDTH AS FOOTING& FULL WIDTH OF PIPE TRENCH

BACKFILL AS PERSPECIFICATIONLOCATE PIPE TRENCHESSO THAT FOOTINGS WILLNOT BE UNDERMINED

NO EXCAVATION BELOWTHIS LINE

PROVIDE METAL SLEEVESWITH I.D. 2" GREATER THANTHE O.D. OF THE PIPE

REFERENCE: TITLE 24. 2907 (J)

21

BLOCKED DIAPHRAGM

UNBLOCKED DIAPHRAGM

EDGE NAILING

INT. NAILING (FIELD)

SEE FRAMING PLANFOR PLY. FRAMING& NAILING

EDGE NAILING

INT. NAILING (FIELD)2x4 FLATBLKG.

6 3/4""A"

AT BEARING WALLS:ADD STUD UNDER JOISTSWHEN "A" EXCEEDS 4" ORHOLE SIZE EXCEEDS 1" (2x4)OR 2" (2x6)

BEARING & SHEAR WALLS: 1" HOLE IN 2x4, 2" HOLE IN 2x6NON-BEARING WALLS: 2 1/2" HOLE IN 2x4, 4 1/2" HOLE IN 2x6, 5/8" MIN. FOR EDGE OF PLATE, HOLE IN CENTER OF OF PLATE

JOIST OR RAFTER

DOUBLE TOP PLATE

TYP. STUD

PROVIDE PLATE SPLICEREQ'D FOR WALL WHENHOLES ARE LARGER THAN 1/3 WIDTH ARE INSTALLED

LSTA24 EA. SIDE OFPLATE @ HOLE

2 3/4"

CL

1/3 WIDTH MAX.

2 3/4"HOLE IN CENTEROF STUD

CL

4 3/4"

2" MIN.

4"

3 3/8"

MIN. 3"MIN.

STD. REBAR BENDS

STIRRUP & TIE HOOKS

STD. SPLICE

BELOW FOR "L"

BAR SIZESPLICE (IN.)

321

428

535

642

16

6d#8&SMALLER8d#8&SMALLER

4 3/4"4d

2" MIN.



90°135°

4"

3 3/8"

2dMIN.

6d3"MIN.

5" 5"

8 1

/2"

5" 5"

8 1

/2"

SEE PLAN FOR WALLTHICKNESS & REINF.

SINGLE MAT REINF.

DOUBLE MAT REINF.

END WALL

END WALL

SEE PLAN FOR WALLTHICKNESS & REINF.

1'-0" TYP. 1'-0" TYP.

(56)

BAR

DIA

. TYP.

#6 B

AR

S &

SM

ALLER

(2'-0

" M

IN.)

PLAN SECTIONS

4"

BURKE "KEYED-KOLD"CONSTRUCTION JOINT1/8" BELOW TOP OF CONCRETE

#3@18" O.C. E.W.

2" SAND

C.R. FILL (4" MIN.)

PVC VAPOR BARRIER

4" SEE P

LANS

5 1/2" 18 1/4" 9 3/4"

8 1

/4"

5 1/2" 18 1/4"

8 1

/4"

SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION #1 REDWOOD. NOTE: ALL DIMENSIONS SHOWN ARE MAXIMUM

1/2" BOLTS (U.N.O.) SEE SHEAR WALL SCHEDULE9" FROM CORNERS & SPLICES (ENDS)

12"

SILL SPLICE

2" x 2" x 3/16"PLATE WASHERTYP.

4'-0" MAX. 9" 9"

9" M

IN.

12"

OPE

NING

12"

12"

SEE PLAN

SEE P

LAN

2x4 BLOCKING FLAT

JOIST HANGER

2xST2115 STRAP TIE

DOUBLE JOIST

SEE PLAN FOR SIZE OFPOST OR STUD REQ'D.

SHEAR PLYWD.

HOLDDOWN SEE PLANFOR TYPE.

E.N.SHEAR PLYWD.

E.N.

16d SPACING TO MATCHPLYWD. E.N. REQ'MT.

SEE PLAN FOR SIZE OFPOST OR STUD REQ'D.

HOLDDOWN SEE PLAN FOR TYPE.

SHEAR PLYWD.E.N.

E.N.

8d SPACING TO MATCHPLYWD. E.N. REQ'MT.

SHEAR PLYWD.

13 1/2"

BEARING WALL

(E) ROOF FRAMING

SEE PLAN FOR HDRSIZE REQ'D

PROVIDE ADDITIONAL TRIMMERS & KING STUDS AS NOTED ON PLAN

2x TRIMMER & FULL HT. KING STUD W/ 2-ROWS 16d @ 12" O.C. MIN. TO KING

A34 EA. SIDE OPNG. WHEN "W" EXCEEDS 4'-0"

13 1/2"SEE PLAN

3-16d

A34 EA. SIDE OF OPNG. WHEN "W" EXCEEDS 4'-0"

A34 TYP. EA SIDE OFOPENING

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:17 PM

15 APR. 17

GENERAL NOTES, TYPICAL DETAILS

S0.0


A New Buildingfor

10 MAY 17


Services

Cedar HomeNO SCALE2 TYP. WALL SHEATHING NAILING

NO SCALE3 STEPPED FTG. SECTION

NO SCALE4 TYP. PIPE TRENCH/FTG.

NO SCALE5 TYP. DIAPHRAGM NAILING

NO SCALE6 TYP. HOLES THRU FRAMING

NO SCALE7 MAX. HOLE IN STUD

NO SCALE8 STD. REBAR HOOKS&SPLICES

NO SCALE9 REINF. CONC FTG

NO SCALE10 SLAB ON GRADE

NO SCALE11 EXT. SHEAR & BEARING WALL SILLS

NO SCALE12 ROOF OPENINGS

NO SCALE13 WALL INTERSECTIONS

NO SCALE1 TYP. WALL FRAMING ELEV.

●●

●●

●●

●●

●●

●●

●●

● ●

● ●● ●

●●

●●

●●

●

● ●

A

A3.0

B

A3.0

C

A3.1

D

A3.1

E

A3.1

F

A3.2

G

A3.2

3 1/2" (MIN) CONCRETE SLAB (CBC 1910.1)WITH STEEL AT MID-DEPTH #3 @ 24" O.C. E.W.O/ 2" (HOLD) SANDO/ 15 MIL VAPOR BARRIER O/ 4" (MIN) FREE-DRAINING GRAVEL BASE (1/2" TO 1")

TO CONTROL SLAB CRACKING CUT SLAB AT 16' O.C. E.W. W/ 1/2" DP. SAWCUTS

12" FTG.

12" FTG

.

11' -

0"

1' -

6"

7' -

6"

18' -

0"

12" FTG

.

12" FTG. 12" FTG.

12" FTG

.

1

8' - 0" 10' - 0"

1

S5.0

1

S5.0

TYP.

1

S5.0

TYP.

-2" RECESS AT BATHROOMS

-2" RECESS AT BATHROOMS

3 1/2" MIN. CONCRETE SLABO/ GRAVEL BASE

1/2" A.B

. @

24" O

.C. @

SHEAR

WALL

HTT5

HTT5

HTT5

HTT5

1/2" A.B

. @

24" O

.C. @

SHEAR

WALL

HTT4

HTT4

2 - 1/2" A.B.

2 - 1/2" A.B.

HTT4

HTT4

2 - 1/2" A.B.

HTT4

HTT4

24" SQ x 24" DP FOOTINGCENTER @ SSTB34 BOLT

1 2

24" SQ x 24" DP FOOTINGCENTER @ SSTB34 BOLT

3x6 P

.T. SIL

L @

SHEAR

WALL

W/

5/8

" A.B

. @

24" O

.C.

HDQ

8

HDQ

8

-2" RECESS AT LAUNDRY RM.

10

S0.0

10

S0.0

1

S1.0

1

S1.0

1

S1.0

60' - 0"

20

' - 0

"18

' - 0

"

30

' - 0

"8' -

0 3

/8"

1' - 6" 8' - 0"

1' -

6"

15' -

0"

1' -

6"

18' -

0"

6' - 0" 1' - 6" 14' - 0" 1' - 6" 14' - 0" 1' - 6" 14' - 0" 1' - 6" 14' - 0" 10' - 0"

6' - 9 7/8" 1' - 6"

1' - 6" 8' - 0"

24" SQ. 12" THICKFTG. TYP.



S5.02

TYP.

HTT4

2 - 1/2" A.B.

HTT4

1

16" FTG

.

16" FTG

.

1

FOUNDATION NOTES: SIMPSON SSTB20, 15" (MIN) EMBEDMENTSIMPSON SSTB24, 19" (MIN) EMBEDMENTSIMPSON SSTB34, 27" (MIN) EMBEDMENT

HOLDOWNHTT4 HTT5HDQ8

BOLTS

• DEEPEN FOOTING AS REQUIRED TO ACCOMMODATE HOLDOWN BOLT -SEE SKETCH

• EMBEDMENT IS FROM TOP OF SLAB• EMBEDMENT ASSUMES COLD JOINT @ FOOTING/SLAB

(COLD JOINT 6" MAX. FROM TOP OF SLAB)• PROVIDE ENOUGH EXPOSED BOLT @ 3X P.T. SILL

• CONTRACTOR TO COORDINATE HOLDOWN BOLT LOCATIONS W/ FRAMING PLAN AND TIE ALL HOLDOWN BOLTS INTO PLACE PRIOR TO CONCRETE PLACEMENT.

• ASSUMED SOIL TYPE 4 (CBC TABLE 1806.2), ALLOWABLE BEARING USE 1500 PSF CONTRACTOR AND/OR OWNER IS SOLELY RESPONSIBLE FOR VERIFYING THAT THE SOIL CONDITIONS @ THE BUILDING SITE ARE OF ADEQUATE INTEGRITY TO SUPPORT THE STRUCTURE. AT MINIMUM, VERIFY BEARING ON NATIVE SOIL OR ENGINEERED FILL. IF NECESSARY, CONSULT A GEOTECHNICAL ENGINEER.

• CONTRACTOR AND/OR OWNER IS SOLELY RESPONSIBLE FOR PROVIDING PROPER DRAINAGE AROUND THE STRUCTURE (2% AWAY, MIN., OR AS REQ'D). THIS INCLUDES PROPERLY GRADING THE SITE AND IMPLEMENTING ANY DRAINAGE SYSTEMS OR EROSION CONTROL MEASURES AT OR NEAR THE STRUCTURE TO PREVENT ANY KIND OF WATER DAMAGE TO THE STRUCTURE.

• ALL CONCRETE FOR FOOTINGS & SLAB TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI (5 SACK CEMENT PER CUBIC YARD ==>> SUGGESTED MINIMUM) >>SUGGEST (NOT REQ'D)<< CONCRETE SHOULD BE VIBRATED TO ELIMINATE VOIDS AND PROMOTE BONDING W/ STEEL

• ALL FOOTING STEEL TO BE GRADE 40, MINIMUM

• 3X P.T. SILL REQUIRED WHERE SHOWN (4X SILL MAY BE SUBSTITUTED) (MINIMUM P.T. SILL LENGTH TO BE SAME AS SHEARWALL)USE OF 3X SILL (OR 4X ) WHERE SPECIFIED IS MANDATORY PER CBC TABLE 2305.3.11(USING 2-2X SILL PLATES IS NOT ACCEPTABLE)>>> PROVIDE ENOUGH EXPOSED ANCHOR BOLT @ 3X SILL <<<

• ANCHOR BOLTS TO BE 1/2" BOLTS @ 48"OC (MAX.) W/ 7" MIN. EMBED. (CBC 2308.6)

- ALL CAST IN PLACE BOLTS TO HAVE EMBEDDED HEAD OR 'J' BEND INTO CONCRETE- ALL BOLTS REQUIRE 3" X 3" X 1/4" PLATE WASHERS (CBC 2308.12.8)

• ALL NAILING TO P.T. SILL TO BE W/ GALVANIZED OR STAINLESS STEEL NAILS (CBC 2304.9.5)

• CONNECTORS @ P.T. SILL TO BE IN COMPLIANCE W/ CBC 2304.9.5- HOT-DIP GALV. OR STAINLESS STEEL NAILS- HOT-DIP GALV. OR ZINC COATED ANCHOR BOLTS

BOLTHOLDOWN

FOOTING

MIN.12"

2 MIN.1 FOR 3" CLR TO BTM OF BOLT

DEEPEN FOOTING AS REQ'D6 5

/8"

5 7/16"

CONC. SLAB

SEE FOUNDATION PLAN FOR SLAB THICKNESS AND REINF.

#3 x 24"

24"

@24" O.C.

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:17 PM

15 APR. 17

FOUNDATION PLAN

S1.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

FOUNDATION PLAN

KEYNOTES:NO. DESCRIPTION1 3 1/2" (MIN) CONCRETE SLAB (CBC 1910.1)

WITH STEEL AT MID-DEPTH #3 @ 24" O.C. E.W.O/ 2" (HOLD) SANDO/ 15 MIL VAPOR BARRIERO/ 4" (MIN) FREE-DRAINING GRAVEL BASE (1/2" TO 1")

TO CONTROL SLAB CRACKING CUT SLAB AT16' O.C. E.W. W/ 1/2" DP. SAWCUTS

SCALE: 1" = 1'-0"1 SLAB REINF. AT RECESSED SLABS

1

A

A3.0

B

A3.0

C

A3.1

D

A3.1E

A3.1

F

A3.2

G

A3.2

RIDGE

RIDGE

RIDGE

1

TR

USS T

YPE "B

" @

24" O

C

TR

USS T

YPE "C

" @

24" O

C

1

TR

USS T

YPE "D

" @

24" O

C

TR

USS T

YPE "A" @

24" O

C

AL=4'-9"

AL=3'-9"

AL=3'-0"

3L=12'-0"

15/32" EXPOSURE '1' OR EXTERIOR RATED ROOF SHEATHING24/16 MIN. SPAN RATING (CDX OR OSB)LAYOUT SHEETS W/ LONG DIMENSION PERP. TO TRUSSESNAIL W/ 8d @ 6" O.C. EDGES, 12" O.C. FIELD

3K.P.

K.P.

2 K.P.

2 K.P.

2 K.P.

2 L=12'-0"

2 L=14'-0"

C.P.

6x8

4x12 4x12 4x12

6x8

4x8

4x8

DBL

. TRI

M

4X4

KING

DBL

. TRI

M

DBL

. KIN

G

4x4

4x4

KING

4x4

TRIM

DBL

KIN

G

4x4

TRIM

4x4

KING

4x4

TRIM

DBL

KIN

G

4x4

4x4

DBL

. TRI

M

DBL

. TRI

M

DBL

. TRI

M

1

B

A

2

2 - 1 3/4" x 11 7/8" LVL HEADER

DBL

. TRI

M

2 - 1 3/4" x 11 7/8" LVL HEADER

2 - 1 3/4" x 11 7/8" LVL HEADER

2 - 1 3/4" x 11 7/8" LVL HEADER

4x4

TRIM

DBL

KIN

G

4x4

TRIM

DBL

KIN

G

4x4

TRIM

DBL

KIN

G

4x4

TRIM

DBL

KIN

G

4x4

TRIM

DBL

KIN

G

4x4 TRIM

DBL KING

4x6

DBL

. TRI

M

DBL

. KIN

G

DBL

. TRI

M

DBL

. KIN

G

DBL

. TRI

M

DBL

. KIN

G

DBL

. TRI

M

DBL

. KIN

G

DBL

. TRI

M

DBL

. KIN

G

DBL

. TRI

M

DBL

. KIN

G

2

5

4

6

ALL UNSUPPORTED RF SHT'NG JOINTS2x4 FLAT BLOCKING + EDGE NAIL 6"oc

10' x 30' ZONE

ALL UNSUPPORTED RF SHT'NG JOINTS2x4 FLAT BLOCKING + EDGE NAIL 6"oc

GIR

DER

TR

USS T

RUS

S T

YPE "F" @

24" O

C

GIR

DER

TR

USS

2x6 D

F #

2 S

TUD

SFR

AM

E T

O B

TM

CHO

RD

TR

USS P

ER

"FR

AM

ING

NO

TES"

ALL GABLE END TRUSSESREINFORCE TRUSS OVERHANG W/ ADDITIONAL 72" LONG MEMBER2x6 x 4" DEEP (RIP) LUMBER MEMBER W/ 2-ROWS 16d @ 6"oc (STAGGER)

4

S5.0

SIM

3A

S5.0

STUD UNDEREACH TRUSS

4

S5.0

4

S5.0

SIM.CS16 STRAPSNOT REQUIRED

3C

S5.0

DBL STUD UNDEREACH TRUSS

3C

S5.0

DBL. STUD UNDEREACH TRUSS

3B

S5.0

4x4

TRIM

DBL

KIN

G

4x4

TRIM

4x4

KING

4x12

DBL

. TRI

M

DBL

. KIN

G

DBL

. TRI

M

DBL

. KIN

G

4x12

2 - 1 3/4" x 11 7/8" LVL HEADER

ENTIRE WALL TO RECEIVE PLYWOOD (CDX). THICKNESS TO BE THE SAME AS LISTED FOR THE SHEARWALL PLYWOOD, TYP. ALL WALLS

ENTIRE WALL TO RECEIVE PLYWOOD (CDX).

ENTIR

E W

ALL T

O R

EC

EIV

E

PLYW

OO

D (

CD

X).

DBL

. TRI

M

DBL

. KIN

G

4x8

2' - 0"

TR

USS T

YPE "E" @

24" O

C

RIDGE

2' - 0"

2' - 0"

2' -

0"

2' -

0"

2' - 0"

2' -

0"

2' - 0"

2' -

0"

2' - 0"

2' -

0"

2' - 0"

2' -

0"

1

1

1

TR

USS T

YPE "A" @

24" O

C

2' - 0"

DBL

. TRI

M

(2) 1 3/4" x 11 1/4" LVL

(2)

1 3/4

" x 1

1 1/

4" LV

L

(2) 1 3/4" x 11 1/4" LVL

(2)

1 3/4

" x 1

1 1/

4" LV

L

(2) 1 3/4" x 11 1/4" LVL (2) 1 3/4" x 11 1/4" LVL (2) 1 3/4" x 11 1/4" LVL (2) 1 3/4" x 11 1/4" LVL (2) 1 3/4" x 11 1/4" LVL

1

1

1

TR

USS T

YPE "F" @

24" O

C

1

10' x 30' ZONE

1

3

4x12

4

AL=3'-6"

1

2

HATCHZONE

2

HATCHZONE

1 1

1

4

1

6

DBL

TRI

M

DBL

KIN

G

TYP. EA COLUMN

PROTECT FROM WEATHERTYPICAL ALL LVL LUMBER

1

1

1

1

1 1 1

1

4x12

FRAMING NOTES* EXTERIOR FRAMING: - 2x4 DF #2 STUDS @ 16"oc /// (2) 2x4 DF #2 TOP PLATE STUD UNDER EACH TRUSS @ LINES 'A' & 'B' - TALL WALLS ( > 10' TALL) = DF #2 STUDS + USE 3-16d END NAIL EACH STUD (NOT 2-16d) ALTERNATE FRAMING STUDS: LSL MATERIAL MAY BE USED (MEMBERS ARE SAME SIZE AS LUMBER STUDS ==>> 2x8 = 1 1/2" x 7 1/4") THESE LSL STUDS ARE SPECIFICALLY MADE FOR TALL WALLS (NO WARPAGE) LSL LUMBER: Fb= 1700 E= 1.3, MINIMUM >>3 1/2" WIDE LSL STUDS REQUIRED @ VERTICAL SHEATHING JOINTS<< - STANDARD TOP PLATE SPLICES => LAP 48" w/ 16-16d >>EACH SIDE<< OF UPPER SPLICE BEARING WALL (LINES 'A' & 'B') EACH SPLICE LOCATION: SPLICE OCCURS o/ STUD + USE MST60 (24-16d COM. EACH END) ACROSS UPPER PLATE SPLICE - 4x8 (MIN.) DF #1 HEADERS, U.O.N. => ALL 6x & LVL HEADERS >4' USE DBL TRIMMERS - ALL 4x POSTS TO BE DF #2 /// ALL 6x POSTS TO BE DF #1

* INSTALL ALL HARDWARE WITH CONNECTORS PER MANUFACTURER'S SPECIFICATIONS, U.O.N. (HARDWARE USES COMMON NAILS, U.O.N.)

* ALL 16d NAILS @ LUMBER/LUMBER CONNECTIONS CAN BE SINKER NAILS, U.O.N. ALL NAILS @ HARDWARE CONNECTIONS TO BE COMMON NAILS, U.O.N. (SINKER NAILS ARE 0.148" x 3 1/4" OR USE 0.131" x 3" PER CBC TABLE 2304.9.1)

* ALL LVL LUMBER: Fb= 2400 Fv= 285 E= 1.8, MINIMUM NAIL 1 3/4" PIECES TOGETHER WITH 3-ROWS 16d COMMON @ 12"oc, U.O.N. >>SOLID<< LVL MEMBER (NOT PIECES) OF 3 1/2" OR 5 1/4" WIDE COULD BE USED

* ALL LVL LUMBER TO BE PROTECTED AGAINST THE WEATHER.

SHEAR SHEATHING SCHEDULE

1

2

3

APPLY STRUCTURAL SHEATHING TO ENTIRE EXTERIOR SURFACE OF BUILDING(WILL BE UNDERLAYMENT FOR LAP SIDING EXTERIOR FINISH)3/8" CDX (SEE BELOW), 8d @ 6" O.C. EDGES, 12" O.C. FIELDSHEATHING AS DECSRIBED ABOVE => CONVENTIONAL FRAMING SATISFACTORY (CBC 2308.9)

ENGINEERED SHEARWALL, SIMILAR AS ABOVE

ENGINEERED SHEARWALL, SIMILAR AS ABOVE, EXCEPT EDGE NAIL @ 4" O.C.

ENGINEERED SHEARWALL, 1/2" (15/32) CDX, 10d @ 3" O.C. EDGES, 12" O.C. FIELD

-USE 24" (MIN) WIDE PIECES OF SHEATHING -3x DF SILL PLATE -3x DF STUDS & 3x DF BLOCKING @ ADJOINING SHEATHING EDGES >>> 3x STUDS & BLK'NG REQ'D (2-2x NOT ACCEPTABLE) <<< -STAGGER NAILS @ ADJOINING SHT'NG EDGES

CONVENTIONAL FRAMING SATISFACTORY THIS APPLICATIONALTERNATE BRACED WALL PANEL PER CBC 2308.9.3.13/8" CDX, 8d @ 4" O.C. EDGES, 12" O.C. FIELD

2'-8" MINIMUM PANEL LENGTH, 9' MAXIMUM WALL HEIGHT

..USE COMMON OR GALVANIZED BOX NAILS - 8d COMMON = 0.131" X 2 1/2" - 10d COMMON = 0.148" X 3"..ALWAYS USE 16" MIN. (U.O.N.) WIDE PIECES OF SHEATHING ON ENGINEERED SHEARWALLS..NAIL HEADS SHALL NOT PENETRATE SHEATHING..EDGE NAIL SHEATHING @ SHEARWALL BOUNDARY (PLATE, POST OR STUD) & AT HOLDOWN POSTS [2X FULL DEPTH BLOCKING REQUIRED @ HORIZONTAL SHEATHING JOINTS, U.O.N.]..OKAY TO USE 1/2" SHEATHING W/ SAME NAILING WHERE 3/8" SHEATHING SPECIFIEDEDGE NAIL SHEATHING TO HOLDOWN POST OR STUD

A

LATERAL ANALYSIS• LINES 'A' & 'B' = CONVENTIONAL FRAMING SATISFACTORY

LINE '1' - LAT. LOAD = 7000 lb (WIND)

3• 1/2" CDX, 10d @ 3" & 12"USE:

• 16d T.N. @ 8"oc @ GABLE TRUSS• 3x6 P.T. SILL w/ 5/8" A.B. @ 24"oc• 6x6 POST w/ HDQ8 (18 - SDS)

LINE '2' - LAT. LOAD = 7000 lb (WIND)

2• 3/8" CDX, 8d @ 4" & 12"USE:

• 16d T.N. @ 8"oc @ GABLE TRUSS• 2x4 P.T. SILL w/ 1/2" A.B. @ 24"oc• 4x4 POST w/ HTT5 (22 - 16d)

1

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:18 PM

15 APR. 17

ROOF FRAMING PLAN

S1.2


A New Buildingfor

10 MAY 17


Services

Cedar Home

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

ROOF FRAMING PLANN

KEYNOTES:NO. DESCRIPTION1 2x4 FLAT OUTRIGGERS @ 24" OC MAX., (EXTEND BACKSPAN 14" MIN),2 4x4 DF #2 (KING) POST @ END OF SHEARWALL w/ HTT5 (22-16d @

0.163" x 2 1/2") (USE KING POST @ OPENINGS)3 6x6 DF #1 KING POST @ END OF SHEARWALL w/ HDQ8 (18-SDS

SCREWS) NAIL WALL SHEATHING TO POST w/ 2-ROWS 10d @ 3"oc4 2x6 LEDGER TO SUPPORT ADJACENT PATIO ROOF FRAMING +

SUPPORT LEDGER (APPLIED o/ WALL SHEATHING) w/ 3-16d PER16"oc

5 PROVIDE CONTINUITY TIE FROM TOP OF PATIO BEAM TO TOP OF TOP PLATE @ WALL END OF PATIO BEAM TO FIT SNUG AGAINST

END OF WALL ==> USE ST6224 w/ 10-16d EACH END6 EXTEND BEAM INTO WALL => BEAR ONTO DBL STUD w/in WALL

ADD STUD (OR POST) IN WALL APPLIED EACH SIDE OF BEAM

* C.P. = CORNER POST * K.P. = KING POST

1

TRUSS TYPE "A"

2' - 0" 18' - 0" 2' - 0"

12

6

12

6

TRUSS TYPE "B"

9' - 0" 9' - 0"

2' - 0" 38' - 0" 2' - 0"

12

6

12

6

19' - 0" 19' - 0"

2' - 0" 25' - 5" 2' - 0"

2x4 STUDWALL

2x4 STUDWALL

± 1' -

1 3

/4"

30' - 0" 8' - 0"

TRUSS TYPE "C"

TRUSS TYPE "D"

2' - 0" 38' - 0" 2' - 0"

12

6

12

6

19' - 0" 19' - 0"

2x4 STUDWALL

2x4 STUDWALL

30' - 0" 8' - 0"

TRUSS TYPE "E"

2' - 0" 27' - 0" 2' - 0"

12

6

12

6

13' - 6" 13' - 6"

2' - 0" 38' - 0" 2' - 0"

12

6

12

6

19' - 0" 19' - 0"

FIELD VERIFY12' - 4" 15' - 4 1/2" 2' - 0"

2x4 STUDWALL

2x4 STUDWALL

± 1' -

1 3

/4"

30' - 0" 8' - 0"

ALIGN TRUSS W/ NON-BEARING2x4 STUD WALL BELOW

4' - 0"

OPEN 4'-0" WIDE WALKWAYAT CENTER OF TRUSS

3/4" PLYWD

TRUSS TYPE "F"

2' - 0" 38' - 0" 2' - 0"

12

6

12

6

19' - 0" 19' - 0"

2x4 STUDWALL

2x4 STUDWALL

30' - 0" 8' - 0"

1

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:18 PM

15 APR. 17

TRUSS PROFILES

S1.3


A New Buildingfor

10 MAY 17


Services

Cedar Home

1


TOP PLATE

6x8

6x6 K

ING

PO

ST

4x6 P

OST

6x6 K

ING

PO

ST

OPENING

DB

L. TR

IMM

ER

S

6x8

OPEN


PLYWD SHEATHINGSEE ROOF FRAMING PLAN

2 1 3/4"x9 1/2" LVL, TYP.

8' -

0"

OPENING

OPEN

6X8 HDR

GABLE END TRUSS

GENERAL NOTES:1. BLOCKING SHOWN ON THE ELEVATIONS ARE FOR STRAP TIES ONLY,

BLOCKING FOR PLYWOOD JOINTS & SHEAR TRANSFER ARE NOT SHOWN FOR CLARITY.

2. SELF-TAPPED SCREW WOOD MEMBER TO STEEL, USE HILTI KWIK-PRO S-WW 12-24 x 2 1/2 PFH #4 WINGS

LEGENDCLIP, SIMPSON A35 U.N.O.

STRAP TIE

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:18 PM

15 APR. 17

FRAMING ELEVATIONS

S2.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

SCALE: 3/8" = 1'-0"

FRAMING ELEVATION @ LINE 1

(AD

D 2

-HO

LES

AS R

EQ'D

)w

/ 6 -

10d

TO T

O P

LATE

CU

T LU

S26

TO 4

" TAL

L

CEILINGDRYWALL

PER "FRAMING NOTES"

A

2x6 (MIN) FASCIA BOARD24" MAX. EXTENSION2x4 DF #2 @ 24"oc40 PSF SNOW2-16d

NAIL CS16 w/ 5-8d TO EACH ROOF BLOCKCS16 ON TOP OF ROOF SHT'NG o/ 2x4 FLAT & SNUG BLK'NG BETWEEN TRUSS TOP CHORDSLOAD FROM EACH BRACE = DISTRIBUTE INTO ROOF ==>> USE CS16 x 8' LONG @ EACH BRACECS16 STRAPS ON ROOF

5-8d @ CS16 TO BLOCK

WAL

L2x

6

IF OCCURSSHT'NG JOINT2x6 BLOCKING

E.N., TYP.

PER "FRAMING NOTES"TOP PLATE SPLICES

BALLOON FRAME WALL SHEAR SHEATHING

w/ 8d @ 6"ocTO ENTIRE TRUSSNAIL ROOF SHT'NG

1 ENTIRE TRUSSSHEATHING

E.N.

E.N.

@ EACH BRACETO TOP PLATE

SIMPSON H10 + LUS26

AT TRUSS TO WALL16d T.N. @ 8"ocA34 @ 24"oc OR

o/ WALLGABLE END TRUSS

BRACE NOTES

* PLACE BRACE @ 40 DEG OR LESS @ HIGHER (MIDDLE) PORTION OF ROOF* PLACE BRACE @ 20 DEG OR MORE @ LOWER END OF ROOF* BRACE TO BE NAILED TO 2x6 BLOCK w/in CENTER HALF OF BLOCK* MAX. BRACE LENGTH IS 12' OTHERWISE USE DBL x 80%* SPACE BRACES 72" MAX. APART

40 DEGTO

20 DEG

BLOCK2x6

& LS50 CLIPw/ 3-16d END NAILOF BLOCKHANG EACH END

6-16d

2x6 BRACE

SHT'NGROOF

2-16d

2-#12

x 6"

OR

2 MIN.

1

E.N.

NAT. GRADE

CONC. SLAB

U.N.O

.

12" M

IN.

12" MIN.

6 1

/2"

THE DOWEL STEEL CAN BE STABBED INTO FOOTING DURINGCONCRETE POUR & THEN BENT. DOWEL STEEL DOES NOT NEED TO BE TIED INTO POSITION BEFORE CONCRETE POUR.

NOTE:

6 5

/8"

CONTACT DESIGNERIF FOOTING DEPTHEXCEEDS 30"

60" MIN.

FIN

. G

RAD

E

30

MAX. TO

FIN. GRADE

3" CLR

PLYWOOD(WHERE OCCURS)

2x P.T. SILL W/ 1/2" A.B. @ 48" O.C. MAX12" MAX. FROM ENDS & CORNERS, U.N.O.

DOWEL STEEL

#4 @ 48" O.C.>OR< #3 @ 36" O.C.

24"

REQ'D @ HATCHED FOOTINGOR IF TWO POUR CONDITIONOTHERWISE OPTIONAL

24" M

IN.

12" M

IN.

AT 24" DEEP FOOTING

3" C

LR

HATCHED FTG.3-#4 (LAP 24") T&BOTHERWISE:1-#4 (LAP 24") T&B

E.N.

NAT. GRADE

CONC. SLAB

U.N.O

.

12" M

IN.

12" MIN.

7"

CONTACT DESIGNERIF FOOTING DEPTHEXCEEDS 30"

60" MIN.

U.N.O

.

12" M

IN.

NAT. GRADE

3" CLR

PLYWOOD(WHERE OCCURS)

2x P.T. SILL W/ 1/2" A.B. @ 48" O.C. MAX12" MAX. FROM ENDS & CORNERS, U.N.O.

DOWEL STEEL

24" M

IN.

12" M

IN.

AT 24" DEEP FOOTING

3" C

LR

HATCHED FTG.3-#4 (LAP 24") T&BOTHERWISE:1-#4 (LAP 24") T&B

IF NATURAL GRADE SLOPES AWAY FROM FOOTING,(MAXIMUM SLOPE AWAY FROM FOOTING IS 4 : 1)TOP OF SLAB TO BE 30" MAX. ABOVE TOP OF GRADEAT A POINT 60" AWAY FROM FOOTING

REQUIRED — TYPICAL ALL FOOTINGS

IF NATURAL GRADE SLOPES AWAY FROM FOOTING,(MAXIMUM SLOPE AWAY FROM FOOTING IS 4 : 1)FOOTING TO BE A 12" MIN. INTO NATURAL GRADE ATA POINT 60" AWAY FROM FOOTING.

REQUIRED — TYPICAL ALL FOOTINGS

6 1/2" MIN. /// 24" MAX.TO FINISH GRADE

FOOTING HOLDOWNBOLT

DEEPEN FOOTIN AS REQ'DFOR 3" CLR TO BTM OF BOLT

5 7/16"12"MIN.

#4 @ 48" O.C.>OR< #3 @ 36" O.C.

24"

REQ'D @ HATCHED FOOTINGOR IF TWO POUR CONDITIONOTHERWISE OPTIONAL

OPTIONALCOLD JOINT

OPTIONALCOLD JOINT

CONC SIDEWALK WHERE OCCURS

CONC. FTG.

SEE PLAN

SEE P

LAN

12" M

IN. AGG. BASE

4"

6" M

AX.

4" M

IN.

2X4 WD FRAMEDCOLUMN

2-1 3/4" x 11 1/4"

2x4 DBL TOP PLATE

2x4 P.T. SILLW/ 2 - 1/2" A.B.

SEE PLAN

SEE P

LAN

12" M

IN.

4"

6" M

AX.

4" M

IN.

4 1/4"

3/8" PLYWD O/ 2x4WD STUD

2x4 P.T. SILLW/ 2 - 1/2" A.B.

ROOF SHT'NG

E.N.

2x BLK'NG W/ LS30 EA. BLK.

2x6 FASCIA O/2x10 FASCIA

FRAMING ELEVATION SECTION VIEW

DBL. TRIMDBL. KING

ST6236 ACROSS(FILL 80% HOLES)

#3

3" CLR.

#3 x 3-PLCS

SHT'NG

ROOF

E.N.

E.N.

TRUSS BLOCKS (BY FABRICATOR)w/ 5-16d T.N. @ 3-SIDES(APPLY VERTICAL EDGES + BOTTOM)

SHEATHING ENTIRE WALL

* TIE DOWN EACH TRUSS TO WALL BELOW (SEE BELOW)* TOP PLATE SPLICES PER "FRAMING NOTES" w/ MST60 STRAP

SHEAR SHEATHING

E.N.

IF OCCURSSHT'NG JOINT2x BLOCKING

E.N., TYP.

SHT'NG

ROOF

FASCIA BOARD

"FRAMING NOTES"TOP PLATE SPLICES PER

ROOF SHT'NG

OR USE SIMPSON 'RBC' IF BLOCK IS NOT DIRECTLY AGAINST TOP PLATE(VENTS OKAY EVERY 3rd TRUSS SPACE IF APPLICABLE)2x BLOCKING w/ LS30 @ EACH BLOCK @ ENTIRE WALL

E.N.

E.N.

WHERE STUD DIRECTLY BELOW USE SIMPSON H2 (OR EQUAL), OTHERWISE SIMPSON H1 OR H2.5A (OR EQUAL) TO TOP PLATEEXTERIOR BEARING WALLS TO RESIST WIND UPLIFT PER CBC 2308.10.1 & CBC TABLE 2308.10.1UNLESS OTHERWISE NOTED, ALL RAFTERS & TRUSSES TO BE TIED DOWN TOTYPICAL ALL DETAILS => TIE DOWN ROOF FRAMING

SIMILAR AS RIGHTOTHER INFORMATIONBEAM

PATIO

AB

E.N., TYP.2x BLOCKING IF OCCURS

SHT'NG JOINT

EACH TRUSSSTUD UNDER

EACH TRUSS>>DBL.<< STUD UNDER

C

TRUSS

WITH MST60 STRAP

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:20 PM

15 APR. 17

STRUCTURAL DETAILS

S5.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

NO SCALE1 EXTERIOR FOOTING

NO SCALE2 WOOD FRAMED COLUMN

NO SCALE3 FRAMING SECTION

NO SCALE4 GABLE END WALL

1

1

1

EXIT

EXIT

TT

TV

SUPPLY DUCT

MANUAL DAMPER

EXHAUST FAN

RETURN REGISTER

SUPPLY REGISTER

RETURN DUCT

MOTORIZED DAMPER

MECHANICAL LEGEND

CRD

CRD

CRD DENOTES CEILING RADIATION DAMPER IS REQUIRED

DENOTES CEILING RADIATION DAMPER IS REQUIRED

DENOTES CEILING RADIATION DAMPER IS REQUIRED

F-1AC-1ZONE 1

AC-2ZONE 2

16"

16"

8"6" 8"

10"

12"

8"6"8"

10"

6"

14"

14"x14"

150CS-1

750WR-1

80CS-1

150CS-1

150CS-1

700CR-1

80CS-1

150CS-1 80

CS-1

150CS-1

F-2

CU-1

CU-2

12"350EF-4

100EF-1

100EF-2

A.F.F.GYP. BD.

10' - 0"

????CS-1

????CS-1

????CS-1

????CS-1

12"9"

8" 8"

8" 8"

8"CRD

CRD

CRD CRD

CRD

8"

8"

100EF-3

EQUIPMENT SCHEDULE:LABEL:

MAKE/MODEL:RATINGS:

ELECTRICAL:OPTIONS:

CONTROL: WEIGHT:

LABEL:MAKE/MODEL:

RATINGS:

OPTIONS:

WEIGHT:

LABEL:MAKE/MODEL:

RATINGS:

ELECTRICAL:OPTIONS:

WEIGHT:

LABEL:MAKE/MODEL:

RATINGS:OPTIONS:

LABEL:MAKE/MODEL:

RATINGS:

OPTIONS:

LABEL:

MAKE/MODEL:RATINGS:OPTIONS:

LABEL:

MAKE/MODEL:RATINGS:

ELECTRICAL:

OPTIONS:CONTROL:

WEIGHT:

LABEL:

MAKE/MODEL:RATINGS:

ELECTRICAL:

OPTIONS:CONTROL:

WEIGHT:

F-1, F-2 TWO-STAGE CONDENSING FURNACE CARRIER 59TP040-10 TWO-STAGE 2.5 TON MAX. 40,000 BTU/HR IN, 39,000 BTU/HR OUT, 96 AFUE, 900 CFM @ 0.5" S.P 1/2 HP ECM MOTOR, 115 V, 1 PH. 2"MERV 7 FILTERS, 2-POSITION MOTORIZED O.A. DAMPER, EXTERNAL FILTER RACK CONCENTRIC VENT KIT. PROGRAMMABLE TWO-STAGE THERMOSTAT 170 LB

DX-1, DX-2 2.5-TON COOLING COIL CARRIER CAPMP3017 2.5-TON NOMINAL, 0.186" SP DROP AT 1,000 CFM WET COIL CONDENSATE DRAINS, DISTRIBUTOR, SIGHT GLASS, METERING DEVICE, 65 LBS

CU-1, CU-2 2.5-TON CONDENSING UNITCARRIER 24ACB330 SCROLL COMPRESSOR UNIT 2.5-TON NOM, 21,270 BTU/HR SENSIBLE, 13 SEER, CEC CERTIFIED (80°F DB, 67°F WB, 105°F OUTDOOR AIR) 208/230 V, 1 PH, 13.55 FLA, 16.8 MCA, 25 MOCPCRANKCASE HEATER, LOW/HIGH PRESSURE SWITCHES, FILTER/DRIER, INDOOR FAN TIME DELAY RELAY, EXTERNAL SERVICE VALVES, TXV, LOW AMBIENT CONTROLLER. 149 LB

WS-1 SPIRAL DUCT SUPPLY GRILLE TITUS S300FS, 3/4" SPACING, DOUBLE DEFLECTION, 14"x6", FOR 14" DIA. DUCT BAKED ENAMEL FINISH

CS-1 GYP. BOARD CEILING SUPPLY DIFFUSER SHOEMAKER MODEL SCB ADJUSTABLE SQUARE DIFFUSER 10X10 15x15 THRU 600 CFM. NECK SIZES TO MATCH CONNECTING DUCT BAKED ENAMEL FINISH

CR-1/WR-1 CEILING AND WALL RETURN FILTER GRILLE 920FG SIDEWALL/CEILING FILTER GRILLE SIZED FOR 2"-20x25 NOMINAL FILTER BAKED ENAMEL FINISH

EF-1, EF-2, EF-3 CWD - DIRECT DRIVE CENTRIFUGAL SIDEWALL EXHAUSTERSOLER & PALAU CWD07HH1AS100 CFM, SONES 6 MOTOR HP: 1/25, MAX. BHP: 0.04, RPM 1550115 v/1/60BACKDRAFT DAMPERSWITCH15 LBS.

EF-4 CWD - DIRECT DRIVE CENTRIFUGAL SIDEWALL EXHAUSTERSOLER & PALAU CWD09MM1AS350 CFM, SONES 6.4 MOTOR HP: 1/4, MAX. BHP: 0.12, RPM 114O115 v/1/60BACKDRAFT DAMPERSWITCH15 LBS.

F DX

PVC FLUE &COMB. AIR PIPE

CD CDO

FILTERRACK

B-LINE B24 1-5/8"STEEL CHANNEL

MECH. PLATFORMFLOOR

NEOPRENE ISOLATOR, TYP.

3/4" C.D. TO FLOOR DRAIN OR 6" ABV. GRADE

OVERFLOW PAN

3/4" OVERFLOW TO EAVE

SUPPLY PLENUM

3/8" x 3" LAG BOLT INTOBLOCKING, 2 1/2" MIN.EMBED., TYP.

4x6 BLKG. SEE STRUCTURAL PLANSFOR BLOCKING AND SUPPORTFRAMING DETAILS

COORDINATELOCATION W/ARCHITECT

CONDENSING UNIT

INTEGRAL DIMPLED LEGS

4 1/2" G.I. RED HEAD TRUBOLT (WS-1242G) MIN 2 1/4" EMBEDMENTIN EA. CORNER (TEST LOAD 2000#)

4" CONC. SLAB W/ #3 BARS @ 18" O.C. E.W. @ MID SPAN

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:12 PM

15 APR. 17

MECHANICAL PLAN

M1.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

GENERAL NOTES:1 DUCT:

SHEET METAL W/ 1 1/2" FIBERGLASS INSULATION W/ ASJ JACKETINTERNAL LINING @ MECH. PLENUM @ UNITUL CLASS 1 FLEXDUCT FOR BRANCHES UP TO 20'

2 PROVIDE AND INSTALLED LISTED DUCT SMOKE DETECTORS IN MAINSUPPLY DUCT PLENUMS.CONNECT DETECTOR DRY CONTACTS TO SHUT OFF UNITS ONDETECTION OF SMOKE.CONNECT DETECTOR DRY CONTACTS TO ANNUNCIATE TO ACONTINUOUSLY-MONITORED LOCATION WHEN ACTIVATED.PROVIDE ACCESSIBLE REMOTE TEST AND RESET SWITCHES.

3 ALL FIRE DAMPERS SHALL BE RUSKIN CFD7, UL555C, 1-HR RATEDCEILING RADIATION DAMPER OR APPROVED EQUAL.

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

MECHANICAL PLANSCALE: 3/8" = 1'-0"

PLATFORM FURNACE DETAILSCALE: 3/8" = 1'-0"

CONDENSING UNIT ANCHORAGE

MAIN STREE

T

COVEREDPORCH

MAINT.SHED

CEDAR HOMEC

OV

ER

ED

CO

NC

. W

ALK

1

2

4

5

ALPINE HOUSE

3

APPROXIMATE LOCATION OF (E

) WATER MAIN

APPROXIMATE LOCATION OF (E

) SEWER MAIN

1

6

7

8

APPROXIMATE LOCATION OF (E) WATER MAIN

APPROXIMATE LOCATION OF (E) SEWER MAIN

LOCATION FOR FIRE SPRINKLER RISER AND CONTROLS

10

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:13 PM

15 APR. 17

PLUMBING SITE PLAN

P1.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

NSCALE: 1/8" = 1'-0"

PLUMBING SITE PLAN

KEYNOTES:NO. DESCRIPTION1 APPROXIMATE LOCATION OF EXISTING WM2 (N) 3/4"" WATER METER3 (N) 3/4" DOMESTIC CW BFP.4 PROVIDE COOKS WATER BOX. WATER LINE TO HAVE A SHUT-OFF

VALVE. SEE P2.0 FOR CONTINUATION5 4" WASTE LINE FROM BLDG. CONNECT TO (E) SEWER.6 PROVIDE COOKS WATER BOX. WATER LINE TO HAVE A SHUT-OFF

VALVE. CONNECT TO FIRE SPRINKLER SYSTEM.7 (N) 1 1/2" WATER METER FOR FIRE SPRINKLER SYSTEM.8 (N) 1 1/2" DOMESTIC CW BFP.9 NOT USED.10 NEW COOKS WATER METER BOX W/ TRAFFIC-RATED LID

SCALE: 1/4" = 1'-0"1 TYP. FIRE RISER DETAIL

1

PLUMBING LEGENDCOLD WATER

VENT

WASTE LINES VENT @ EA. SINK W/ 1 1/2", TOILETS W/ 2", TYP., PROVIDE WALL CLEAN OUT AT EACH SINK W/ S.S. COVER

POINT OF CONNECTION

HOT WATER

A

A3.0

B

A3.0

C

A3.1

D

A3.1E

A3.1

F

A3.2

G

A3.2

106

109108

105

107

104103

100

102101

110

1

1 4"

2"

2"

WC-1

L-1

L-1

SF-1

SF-1

FD-1

FD-1

FD-2

TP-1

TP-1

TP-1

DW-1

SK-1

WH-1

HB-1

HB-1

HB-1

HB-1

2

WS-1

1

P1.11

EQUIPMENT SCHEDULE:LABEL:

MAKE/MODEL:

SIZE:OPTIONS:

WC-1 FLOOR MOUNTED ACCESSIBLE WATER CLOSET DURAVIT STARCK 3 TOILET CLOSE-COUPLED MODEL #0128090092 14 1/8" x 25 3/4" TANK FOR BOTTOM LEFT SUPPLY, CUPC LISTED MODEL #092010, TOILET SEAT AND COVER HINGES STAINLESS STEEL, REMOVABLE, WITH SLOW CLOSE, MODEL #006389

TOILET PAPER HOLDER: HANSGROHE S/E TOILET PAPER HOLDER 40526000 CHROMEROBE HOOKS: HANSGROHE S/E ROBE HOOK 400511000 CHROME (SEE INTERIOR ELEVATIONS)SHOWER GRAB BAR: BOBRICK B-58616 1-1/4" DIAMETER 36" GRAB BAR: BOBRICK B-5806 X 36 1-1/4" DIAMETER STRAIGHT GRAB BAR42" GRAB BAR: BOBRICK B-5806 X 42 1-1/4" DIAMETER STRAIGHT GRAB BARSHOWER SEAT: ADA COMPLIANT MOEN HOME CARE TEAK FOLDING SHOWER SEAT MODEL: DN7110 STAINLESS

LABEL:

MAKE/MODEL:

SIZE:OPTIONS:

L-1 WALL MOUNTED BATHROOM SINK (ADA COMPLIANT) MEEK'S TECLA MARS TECLA MAR02011 RETANGULAR CERAMIC WALL SINK WHITE (ONE HOLE)36" LENGTH x 21" WIDTH x 7" HEIGHTREMER MINIMAL SINGLE-LEVER FAUCET TALL, 10 INCH NECK, REMER N11LXL, REMER PLUMBING ACCESSORY SET REMER SA400L

LABEL:MAKE/MODEL:

OPTIONS:

SF-1 HAND HELD SHOWER SET (ADA COMPLIANT)GROHFLEX SHOWER SET 35051SHOWER SYSTEM INCLUDES:EUPHORIA COSMOPOLITAN SHOWER HEAD (27 492) 12" SHOWER ARM (28 577) GROHFLEX PRESSURE BALANCED VALVE TRIM (19 881) NEW TEMPESTA IV HAND SHOWER PACKAGE (28 436) WALL UNION / SUPPLY (28 672)

FD-1 LINEAR SHOWER DRAIN THUNDERBIRD PRODUCTS MODEL# S-SDLN36-SGLINEAR SHOWER DRAIN W/ STAINLESS STEEL DRAIN BODY, 36" STANDARD GRATETRAP PRIMER CONNECTION, PIPE TRAP PRIMER TO NEAREST FIXTURE NICKEL CHORME COVER.

LABEL:MAKE/MODEL:

OPTIONS:

FD-2 FLOOR / SHOWER DRAIN THUNDERBIRD PRODUCTS NO HUB FLOOR DRAIN MODEL# S-SD2NH-SQ, SQUARE GRATE, NI-BRONZE, 5" X 5", 2" NPT OUTLETGRATE FINISH: POLISHED CHROMETRAP PRIMER CONNECTION, PIPE TRAP PRIMER TO NEAREST FIXTURE NICKEL CHORME COVER.

LABEL:MAKE/MODEL:

OPTIONS:

TP-1 TRAP PRIMERPPP PR-500 PRIME RITE AUTOMATIC TRAP PRIMER1/2" INLET AND OUTLETINSTALLED ON CW LINE OF 1 - 1/2" OR LESS, 1-4 FLOORDRAIN OR SINK TRAPS, INSTALL MIN. 12" AFF, PIPE TO NEAREST FIXTURE

LABEL:MAKE/MODEL:

SIZE:OPTIONS:

LABEL:MAKE/MODEL:

SIZE:ELECTRICAL:

OPTIONS:

WH-1 ELECTRIC WATER HEATER AO SMITH VOLTEX HYBRID ELECTRIC HEAT PUMP WATER HEATER MODEL FPTU-5050 GAL. HT: 63" DIA.: 22" 208/240 VAC 60HZ SINGLE PHASE 30 AMPPROVIDE SEISMIC STRAPS TOP AND BOTTOM, PROVIDECONDENSATE DRAIN

LABEL:MAKE/MODEL:

SIZE:OPTIONS:

SK-1 KITCHEN SINK (ADA COMPLIANT)KRAUS PAX ZERO-RADIUS 24" HANDMADE UNDERMOUNT SINGLE BOWL 18 GAUGE STAINLESS STEEL LAUNDRY AND UTILITY SINK WITH NOISEDEFEND SOUNDPROOFING24" SQUARE, BOWL DEPTH 4" TO 6"MODEL # ST-3 SQUARE STAINLESS STEEL DRAIN ASSEMBLY, FAUCET: KPF-1630 KRAUS NOLA STAINLESS STEEL SINGLE LEVER PULL-DOWN KITCHEN FAUCET

LABEL:MAKE/MODEL:

SIZE:OPTIONS:

SK-2 LAUNDRY ROOM SINKKRAUS PAX ZERO-RADIUS 24" HANDMADE UNDERMOUNT SINGLE BOWL 18 GAUGE STAINLESS STEEL LAUNDRY AND UTILITY SINK WITH NOISEDEFEND SOUNDPROOFING24" SQUAREMODEL # ST-3 SQUARE STAINLESS STEEL DRAIN ASSEMBLY, FAUCET: KPF-1630 KRAUS NOLA STAINLESS STEEL SINGLE LEVER PULL-DOWN KITCHEN FAUCET

LABEL:MAKE/MODEL:

SIZE:ELECTRICAL:

DW-1 DISHWASHER (ADA COMPLIANT)HAIER MODEL# HDBL655AFS STAINLESS STEEL33.75 IN H X 23.875 IN W X 25.5625 IN D120 VOLT, 60 HZ, AC-ONLY, 15 OR 20 AMP.,FUSED ELECTRICAL SUPPLY.

LABEL:MAKE/MODEL:

WS-1 WATER SOFTENERCSI WATER TREATMENT SYSTEMS CITY WATER SOFTENER MODEL NO. MSC32-S2

LABEL:MAKE/MODEL:

HB-1 HOSE BIB ANTI-SYPHON, FREEZELESSWOODFORD MODEL B65, (CONCEALED BOX TYPE), AUTOMATIC DRAINING WITH ANTI-SIPHON VACCUM BREAKER. ASSE STANDARD 1019-B APPROVED. 3/4" INLET AND OUTLET HARDENED STAINLESS STEEL OPERATING STEM AND ONEPIECE VALVE PLUNGER TO CONTROL BOTH FLOW AND DRAIN FUNCTIONS. EXTERIOR FINISH TO BE CHROME PLATED LOOSE TEE KEY TO BE FURNISHED WITH EACH HYDRANT.

1" DRAIN TO DAYLIGHT SHALL EXTEND FROM THE VALVE TO THE OUTSIDE OF THE BUILDING, WITH THE END OF THE PIPE NOT MORE THAN 2'-0" NOR LESS THAN 6" ABOVE THE GROUND OR THE FLOOD LEVEL OF THE AREA RECEIVING THE DISCHARGE AND POINTING DOWNWARD. SEE CPC 608.5

1/8"x2" GALV. STL. STRAP AROUND UPPER & LOWER 1/3 OF WH., SECURE TOWOOD STUD W/ 3/8" LAG BOLT W/ 2 1/2" MIN. EMB.

GATE VALVE, TYP.125#P.S.I. RATED

3/4" C.W.

3/4" H.W. OUTLET

ELECTRIC W.H.

1" COPPER RELIEF LINE-DN.

3/8" WEDGE ANCHOR2 1/2" EMB. W/ 2"x2"x1/4"SL ANGLE. #12 TEK SCREWTO UNIT x (3) PLACES

TEMP. & PRESS. RELIEF VALVE

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:16 PM

15 APR. 17

PLUMBING PLAN

P1.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

KEYNOTES:NO. DESCRIPTION1 SEE PLUMBING SITE PLAN FOR CONTINUATION2 LOCATION FOR FIRE SPRINKLER RISER AND CONTROLS

GENERAL NOTES:1 SEE FLOOR PLAN, H.C. TOILET DETAIL INSTALLING LOCATION, TYP.2 PROVIDE INSULATION AROUND DRAIN PIPE FOR KNEE PROTECTION,

TYP. @ LAVATORY. WRAP INSULATION WITH TAPE. THERE SHALL BE NOSHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SEE CBC1115B.4.3

WASTESCHEDULE 40PVC-DWV

SDR-35 PVC

HW

SAME AS CW ALL LOCATIONS,INCLUDING FIRST 5'-0"FROM WATER HEATER

CW

ABOVE GRADE:PEX-A TUBING UP TO2"; TYPE "L" COPPERFOR OVER 2", MISCUSE, AND WHERENOTED

BELOW GRADE:PEX-A TUBING

SCHEDULE 40 PVC IN ATTIC AND EXT.WALLS

FIRST 5'-0" FROMWATER HEATER

USE TYPE "L" COPPERFOR 1ST 18" FROMWATER HEATER.

TYPE INTERIOR EXTERIOR INSULATE

PIPING MATERIALS SCHEDULE

FLOOR DRAIN 2 1 1/2" ** — NO

HOSEBIB — — 3/4" — NO

ICEMAKER — — 1/2" — NO

WASHER 2" 1 1/2" 1/2" 1/2" YES

SHOWER 2" 1 1/2" 1/2" 1/2" YES

LAVATORY 2" 1 1/2" 1/2" 1/2" YES

WATER CLOSET 3" 2" 1 1/2" — YES

TYPE WASTE VENT C.W. H.W. CLEANOUT

PIPE CONNECTION SIZE SCHEDULE

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

PLUMBING PLAN

**TRAP PRIMER

NO SCALE1 WATER HEATER ANCHORAGE

MAIN STREET

COVEREDPORCH

MAINT.SHED

CEDAR HOME

1

2 3 4 5 9

78

ALPINE HOUSE

1

E1.0

12" M

IN. 30

" M

IN.

MIN

.6"

WIDTH AS REQ'D

12" MIN. 2" MIN.

2" MIN.

6" M

IN.

24" M

IN.

4"

4"

PLASTIC WARNING TAPE

POWER CONDUIT(S)

BACKFILL: • CLASS 2 BASE UNDER CONCRETE OR PAVEMENT • NATIVE IN LANDSCAPED AREAS

NOTES : 1. MAINTAIN 12" HORIZ & VERTICAL CLEARANCE TO WATER PIPE. 2. MAINTAIN 36" HORIZ & 12" VERTICAL CLEARANCE TO SEWER. 3. WHERE CONDUIT OR PIPING CROSSOVER IS REQUIRED,

CLEARANCE MAY BE REDUCED TO 2" MIN. 4. SEE SPECIFICATIONS FOR TRENCH COMPACTION

REQUIREMENTS.

FINISH GRADE

CROSSING PIPE

4" SAND BEDDINGAND COVER

CCTV/DATA LOW VOLTAGE CONDUIT(S)

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:04 PM

15 APR. 17

ELECTRICAL SITE PLAN

E1.0


A New Buildingfor

10 MAY 17


Services

Cedar Home

KEYNOTES:NO. DESCRIPTION1 (E) UTILITY POLE2 24” x 24” x 8” TELEPHONE BOX3 200 AMP MAIN METER PANEL

120 /240 VOLT 1 PHASE4 TRANSFER SWITCH - 200 AMP. NOT INCLUDED IN CONTRACT.5 PANEL “A”

200 AMP SUBPANEL 120/240 VOLT 1 PHASE 3 WIRE6 NOT USED.7 1 - 2” TELEPHONE CONDUIT8 1 - 3” CONDUIT PER PUD REQUIREMENTS9 1 1/2” CONDUIT. CONTRACTOR TO CAP BOTH ENDS OF THE CONDUIT

TO PREVENT ANY DEBRIS FROM ENTERING THE CONDUIT. STUBCONDUIT 6" MIN. ABV. (N) CONCRETE SIDEWALK.

N

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

ELECTRICAL SITE PLANNO SCALE1 TYP CONDUIT TRENCH (600V AND LOWER)

1

1

220

vG

FI,

+44"

GFI,

+44"

GFI,

+44"

220

v+4

4"

GFI,

+44"

GFI,

+44"G

FI,

+44"

GFI,+44"

GFI,WP

GFI,

WP

GFI,WP

GFI,WP

GFI,

WP G

FI,

+44"

GFI,+44"

GFI,

+44"

GFI,+44"

+44"

GFI,

+44"

GFI,+44"

GFI,

+44"

A

A3.0

B

A3.0

C

A3.1

D

A3.1E

A3.1

F

A3.2G

A3.2

CKT #23

CKT #17

CKT #19, 21

CKT #8 CKT #6 CKT #4

1

2

3

4

CKT #9

CKT #3, 5

CKT #7

CKT #13

CKT #15

106

109108

105

107

104103

100

102101

110

PROVIDE PHONE/DATA, CATV, AND ELECTRICAL OUTLETS. SEE INTERIOR ELEVATIONS FOR LOCATION

111

CU-1

CU-2

5

5

208/240 VAC 60HZ SINGLE PHASE 30 AMP

GENERAL NOTES:1. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH WAC-296-46, THE

NATIONAL ELECTRIC CODE - CEC 2013, NFPA - 72 & 72E WAC246-316 AND LOCAL CODES AND STANDARDS.

2. USE THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA) "STANDARD OF INSTALLATION" AS A GUIDE TO THE WORKMANSHIP REQUIRED.

3. EXAMINE THE PLANS AND COORDINATE WORK TO AVOID CONFLICTS, ERRORS AND DELAYS. WIRING SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY, AND IS MEANT TO SHOW CIRCUITING AND SWITCHING DETAILS. LOCATIONS OF LIGHTING FIXTURES, EQUIPMENT, AND ELECTRICAL OUTLETS SHOWN ON THE PLANS ARE APPROXIMATELY CORRECT; HOWEVER, CHECK THE LOCATIONS BY TAKING MEASUREMENTS ON THE JOB. REFERENCE TO ARCHITECTURAL ELEVATIONS AND DETAILS.

4. ALL RECEPTACLE OUTLETS LOCATED WITHIN 5'-0" OF LAVATORIES WITHIN TOILET, BATH OR SHOWER ROOMS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTER DEVICE.

5. UNLESS OTHERWISE INDICATED, RECEPTACLES & JUNCTION BOXES SHALL BE CONNECTED TO THE CIRCUIT INDICATED USING 1/2"C-2#12, 1#12G. RECEPTACLE CIRCUITS SHALL BE CONCEALED IN WALLS OR ABOVE CEILING.

6. CONDUIT TYPE SHALL BE AS INDICATED BELOW FOR LOCATIONS SHOWN: * EXTERIOR EXPOSED - GALV. RIGID STEEL - ANSI C80.1 & UL6 * INTERIOR EXPOSED - EMT - ANSI C80.3 & UL797 * INTERIOR CONCEALED - TYPE MC STEEL METAL CLAD CABLE

ANSI/NFPA 70 STANDARD & UL 1479, 1569.* DIRECT EARTH BURIAL - PVC SCH. 40 - NEMA TC2 & UL651 * UNDER SLABS ON GRADE - PVC SCH. 40 - NEMA TC2 & UL651

7. ALL CONDUCTORS SHALL BE STRANDED COPPER TYPE THHN/THWN INSULATION 90˚ DRY / 75˚ WET

8. ALL DIMENSIONS ARE TO THE CENTER OF THE ELECTRICAL BOX.

LEGEND2'x4' FLUORESCENT T-8 RAPID START ELEC. LIGHT FIXTURE, NUMBER INDICATES (1), (2), (3) OR (4) 32W TUBESNL: NIGHT LIGHT W/ EMERGENCY POWERED LIGHT

2'x2' FLUORESCENT T-8 RAPID START ELEC. LIGHT FIXTURE NUMBER INDICATES (1), (2), (3) OR (4) 32W TUBES

COMBINATION ILLUMINATED EXIT SIGN WALL MOUNTED OR CEILING SUSPENDED W/ EMERGENCY LIGHTS AND BATTERY BACK-UP

110v DUPLEX RECEPTACLE @ 18" A.F.F. (U.N.O.)

PHONE/DATA OUTLET @ 18" A.F.F.

S SINGLE POLE SWITCH

S SINGLE POLE SWITCH W/ DIMMERD

22Ov OUTLET @ 18" A.F.F. (U.N.O.)


RECESSED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

WALL MOUNTED MULTI LIGHT FIXTURE

FIRST ALERT HARDWIRED SMOKE & CARBON MONOXIDE COMBINATION ALARM WITH BATTERY BACKUP, 120V AC WITH 9V BATTERY BACKUP

S/C1

ONE-LINE DIAGRAM

3" CONDUITUTILITY FEED

TO FUTURE GENSET 1 1/2" CONDUIT3 - #3 WITH 1-#6 GRD.

2" CONDUIT2" CONDUIT

200 AMPMAIN

METER

200 AMP MAIN METER PANEL 120 /240 VOLT 1 PHASE3 WIRE

FUTURENEMA 3R200 AMPTRANSFERSWITCH

NEMA 3R200 AMP 120/240SINGLE PHASE3 WIREPANEL "A"

3-3/0 W/ 1-#2 GRD

3-3/0 W/ 1-#2 GRD

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:04 PM

15 APR. 17

ELECTRICAL POWER PLAN

E1.1


A New Buildingfor

10 MAY 17


Services

Cedar Home

KEYNOTES:NO. DESCRIPTION1 PANEL “A”

200 AMP SUBPANEL 120/240 VOLT 1 PHASE 3 WIRE2 FUTURE TRANSFER SWITCH. NOT INCLUDED IN CONTRACT.3 200 AMP MAIN METER PANEL

120 /240 VOLT 1 PHASE4 24” x 24” x 8” TELEPHONE BOX5 PROVIDE POWER DISCONNECT 30 AMP WP W/ NEMA ENCLOSURE.

COORDINATE WITH MECHANICAL.

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

ELECTRICAL POWER PLAN Total VA: A Phase 15,444.8 B Phase 16,758

Code description: L = Lighting loads M = Total motor load S = Dedicated receptacles K = Kitchen equipment R = General use receptacles LM = Largest single moto H = HVAC Z = Miscellaneous or appliances

41 SPACE A SPACE 4239 SPACE B SPACE 4037 SPACE A SPACE 3835 SPACE B SPACE 3633 SPACE A SPACE 3431 Spare B SPACE 3229 Spare A SPACE 3027 Spare B SPACE 2825 Spare 20 A 20 Spare 2623 Entrance area Receptacles 672 K 20 B 20 Spare 2421 Kitchen counter Receptacles 408 K 20 A 20 Spare 2219 Kitchen counter Receptacles 408 K 20 B 20 Z 3360 Mechanical units 2017 Kitchen refrigerator 960 K 20 A 20 Z 3360 Mechanical units 1815 Bathroom GFI 444 K 30 B 20 Z 3360 Mechanical units 1613 Bedroom 444 K 30 A 20 Z 3360 Mechanical units 1411 Cloths wash room lighting 30 R 20 B 20 L 408 Entrance area lighting 129 Bedroom 432 L 20 A 20 L 30 Bathroom light 107 Wash Machine 1440 R 20 B 20 K 444 Bathroom GFI 85 Dryer 5760 S 30 A 20 R 432 Bedroom 63 Dryer 5760 S 30 B 20 R 432 Bedroom 41 Exterior Lighting 172.8 L 20 A 20 L 90 Hallway lighting 2

CKT Circuit Description Load (VA) Code Breaker Bus Breaker Code Load (VA) Circuit Description CKT

Notes:

Enclosure: AIC: 10KMounting: Wires: 3 Fault Rating: Main Device:Fed From: Main... Phase: 1 Main Bus: 200 ALocation: Main Bldg Volts: 240/120 Main Device: 225A MLO

Branch Panel: Panel A

WT

1

1

1

S

EXIT

EXIT

S S

S

S S S

S3

S3

S3

S

S3

TT

S

S

TV

S

S

S

S

S

S S

A

A3.0

B

A3.0

C

A3.1

D

A3.1E

A3.1

F

A3.2G

A3.2

CKT #9

106

109108

105

107

104103

100

102101

110

CKT #11 CKT #13

CKT #13

CKT #1VIA TIME CLOCK

CKT #4CKT #6CKT #8

CKT #2

PROVIDE PHONE/DATA, CATV, AND ELECTRICAL OUTLETS. SEE INTERIOR ELEVATIONS FOR LOCATION

A

A

111

C

C

C

C

C

C

D

D

C

C

C

C

C

C C

C

C

C

C

C

CC

C C

CD

D

B B

B

B

B

B

B

B

C

1

E 2F

F

3

3

C C

C

C C

S/C1

S/C1

S/C1 S/C1

P P

P

H

1

4 TYP.

4 TYP.

4 TYP.4 TYP.

5

CL

EQ EQ

C

CC C C C

1

1 1 1 1 1

GENERAL NOTES:1. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH WAC-296-46, THE

NATIONAL ELECTRIC CODE - CEC 2013, NFPA - 72 & 72E WAC246-316 AND LOCAL CODES AND STANDARDS.

2. USE THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA) "STANDARD OF INSTALLATION" AS A GUIDE TO THE WORKMANSHIP REQUIRED.

3. EXAMINE THE PLANS AND COORDINATE WORK TO AVOID CONFLICTS, ERRORS AND DELAYS. WIRING SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY, AND IS MEANT TO SHOW CIRCUITING AND SWITCHING DETAILS. LOCATIONS OF LIGHTING FIXTURES, EQUIPMENT, AND ELECTRICAL OUTLETS SHOWN ON THE PLANS ARE APPROXIMATELY CORRECT; HOWEVER, CHECK THE LOCATIONS BY TAKING MEASUREMENTS ON THE JOB. REFERENCE TO ARCHITECTURAL ELEVATIONS AND DETAILS.

4. ALL RECEPTACLE OUTLETS LOCATED WITHIN 5'-0" OF LAVATORIES WITHIN TOILET, BATH OR SHOWER ROOMS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTER DEVICE.

5. UNLESS OTHERWISE INDICATED, RECEPTACLES & JUNCTION BOXES SHALL BE CONNECTED TO THE CIRCUIT INDICATED USING 1/2"C-2#12, 1#12G. RECEPTACLE CIRCUITS SHALL BE CONCEALED IN WALLS OR ABOVE CEILING.

6. CONDUIT TYPE SHALL BE AS INDICATED BELOW FOR LOCATIONS SHOWN: * EXTERIOR EXPOSED - GALV. RIGID STEEL - ANSI C80.1 & UL6 * INTERIOR EXPOSED - EMT - ANSI C80.3 & UL797 * INTERIOR CONCEALED - TYPE MC STEEL METAL CLAD CABLE

ANSI/NFPA 70 STANDARD & UL 1479, 1569.* DIRECT EARTH BURIAL - PVC SCH. 40 - NEMA TC2 & UL651 * UNDER SLABS ON GRADE - PVC SCH. 40 - NEMA TC2 & UL651

7. ALL CONDUCTORS SHALL BE STRANDED COPPER TYPE THHN/THWN INSULATION 90˚ DRY / 75˚ WET

8. ALL DIMENSIONS ARE TO THE CENTER OF THE ELECTRICAL BOX.

LEGEND2'x4' FLUORESCENT T-8 RAPID START ELEC. LIGHT FIXTURE, NUMBER INDICATES (1), (2), (3) OR (4) 32W TUBESNL: NIGHT LIGHT W/ EMERGENCY POWERED LIGHT


COMBINATION ILLUMINATED EXIT SIGN WALL MOUNTED OR CEILING SUSPENDED W/ EMERGENCY LIGHTS AND BATTERY BACK-UP

110v DUPLEX RECEPTACLE @ 18" A.F.F. (U.N.O.)

PHONE/DATA OUTLET @ 18" A.F.F.

S SINGLE POLE SWITCH

S SINGLE POLE SWITCH W/ DIMMERD

22Ov OUTLET @ 18" A.F.F. (U.N.O.)


RECESSED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

WALL MOUNTED MULTI LIGHT FIXTURE

FIRST ALERT HARDWIRED SMOKE & CARBON MONOXIDE COMBINATION ALARM WITH BATTERY BACKUP, 120V AC WITH 9V BATTERY BACKUP

S/C1

3" 3"

3" 5/8" GYP. BD. W/ ALL

JOINTS FIRECAULKED

5/8" GYP BD. 0/ 20 GA CHANNELS => 087F125-33SPACED @ 24"OC WITH #8 X 2" WOOD SCREW @ EACH FLANGE TO BTM. OF TRUSS.

FIRECAULK AROUNDALL ELECTRICALCONDUITS

2x BLOCKING ATALL EDGES

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


5/9/2017 4:34:12 PM

15 APR. 17

ELECTRICAL LIGHTING PLAN

E1.2


A New Buildingfor

10 MAY 17


Services

Cedar Home

KEYNOTES:NO. DESCRIPTION1 PROVIDE LIGHT SWITCH IN ATTIC. PROVIDE A MIN. OF TWO LIGHTS

(ONE AT EACH MECHANICAL UNIT) COORDINATE LIGHT PLACEMENTWITH MECHANICAL.

2 LOCATION OF CHANDELIER TO BE VERIFIED WITH ARCHITECT PRIORTO ROUGH-IN.

3 LOCATION OF LIGHT TO BE VERIFIED WITH ARCHITECT PRIOR TOROUGH-IN.

4 SEE DETAIL 1/E1.2 FOR RECESSED LIGHTS IN THIS ROOM5 PROVIDE SWITCH, WIRING, AND ELECTRICAL BOX FOR FUTURE FAN.

VERIFY LOCATION OF FAN W/ ARCHITECT PRIOR TO INSTALLATION.H FIRE ALARM HORN.P MANUAL FIRE ALARM BOX

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

ELECTRICAL LIGHTING PLAN

LUMINAIRE SCHEDULETYPE MANUFACTURER/CATALOG DESCRIPTION MOUNTING TYPE VOLTAGE WATTS COMMENTS

A LITHONIA LIGHTING 1x4 SURFACE MOUNT CEILING LED 120 V 80 WB MODORN FORMS LED EXTERIOR LIGHT 120 V 12 W COLOR GRAPHITE.C LITHONIA LIGHTING 4IN SQUARE LED CEILING LK4SQ 120 V 50 WD FEISS LIGHT SCONCE WALL STYLE NO. WB1560AF/BS 120 V 60 WE FEISS CHANDELIER CEILING STYLE NO. F2628/8AF/BS 120 V 60 WF FEISS MINI PENDANT CEILING STYLE NO. P1251AF/BS 120 V 60 WX LITHONIA LIGHTING EXIT LIGHT LED 120 V LHQM LED4.3 W

NO SCALE1 RECESSED LIGHT DETAIL

OR APPROVED EQUAL AS SELECTED BY ARCHITECT.

WALL WS-W2316

1

ABBREVIATIONS

THIS LIST IS NOT ALL INCLUSIVE

@ AT& ANDØ DIAMETER# POUND, NUMBER

A/C AIR CONDITIONINGAB ANCHOR BOLTABV ABOVEAD AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAGG AGGREGATEALT ALTERNATEALUM ALUMINUMANC ANCHOR(AGE)

BD BOARDBEL BELOWBLDG BUILDINGBLK BLOCKBM BEAMBMK BENCH MARKBTM BOTTOMBRG BEARINGBRK BRICKBSMT BASEMENTBTWN BETWEEN

CAB CABINETCB CATCH BASINCEM CEMENTCHAM CHAMFERCJ CONTROL JOINTCLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONC MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCOR CORRUGATEDCSMT CASEMENTCTR COUNTER

D DRAINDEM DEMOLISH, DEMOLITIONDF DRINKING FOUNTAINDH DOUBLE HUNGDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDN DOWNDP DEEPDS DOWNSPOUTDW DISHWASHERDWG DRAWING

EA EACHEB EXPANSION BOLTEF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC(AL)ENCL ENCLOSUREEQ EQUAL(E), EXIST. EXISTINGEXT EXTERIOR

FA FIRE ALARMFAS FASTENERFBO FURNISHED BY OTHERSFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABFF FINISHED FLR ELEVATIONFFL FINISHED FLOOR LINEFHMS FLATHEAD MACH SCREWFHWS FLATHEAD WOOD SCREWFIN FINISH(ED)FJT FLUSH JOINTFLCO FLOOR CLEANOUTFLG FLASHINGFLR FLOORFNDN FOUNDATIONFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFTG FOOTING

GA GAUGEGALV GALVANIZEDGB GRAB BARGKT GASKETGL GLASS, GLAZINGGLB GLASS BLOCKGVL GRAVELGYP GYPSUMGYP. BD. GYPSUM WALLBOARD

H/C HANDICAP(PED)HB HOSE BIBBHC HOLLOW COREHDR HEADERHDWR HARDWAREHM HOLLOW METALHORZ HORIZONTALHT HEIGHTHTG HEATINGHVAC HEAT, VENT & AIR CONDHWD HARDWOODHWH HOT WATER HEATER

ID INSIDE DIAMETERINCL INCLUDE(D), INCLUDINGINS INSULATE, INSULATIONINT INTERIORINTM INTERMEDIATE

JF JOINT FILLERJST JOISTJT JOINT

KIT KITCHENKO KNOCKOUTKPL KICK PLATE

L LENGTHLAD LADDERLAM LAMINATE(D)LAV LAVATORYLB LAG BOLTLF LINEAR FOOTLH LEFT HANDLL LIVE LOADLVR LOUVERLWC LIGHT WEIGHT CONCRETELWF LIGHT WEIGHT FILL

MAX MAXIMUMMB MACHINE BOLTMBR MEMBERMC MEDICINE CABINETMECH MECHANICALMET METALMFD METAL FLOOR DECKINGMFR MANUFACTURERMH MAN HOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLDG MOLDINGMTL METAL

(N) NEWNAT NATURALNIC NOT IN CONTRACTNL NAILABLENMT NONMETALLICNOM NOMINALNTS NOT TO SCALE

OBS OBSCUREOC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOHMS OVALHEAD MACH SCREWOHWS OVALHEAD WOOD SCREWOP OPAQUEOPNG OPENING

PAR PARALLELPBD PARTICLE BOARDPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPERF PERFORATE(D)PFB PREFABRICATE(D)PFN PREFINISHEDPFS POUNDS PER SQ FOOTPLAM PLASTIC LAMINATEPLAS PLASTERPLF POUNDS PER LIN FOOTPLT PLATEPMT PAVEMENTPNL PANELPNT PAINTPNTD PAINTEDPSF POUNDS PER SQ FOOTPSI POUNDS PER SQ INCHPT POINTPTD PAPER TOWEL DISPENSERPLYWD PLYWOOD

R RISERRA RETURN AIRRAD RADIUSRAG RETURN AIR GRILLERAI RETURN AIR INTAKERB RUBBER BASERD ROOF DRAINREG REGISTERREM REMOVEREQD REQUIREDRET RETURNREV REVISIONRFH ROOF HATCHRH RIGHT HANDRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRT RUBBER TILERTG RATINGRV ROOF VENTRVS REVERSE SIDERVT RIVET

S SOUTHSC SOLID CORESCH SCHEDULESCN SCREENSD STORM DRAINSECT SECTIONSF SQUARE FOOTSFGL SAFETY GLASSSG SHEET GLASSSH SHELF, SHELVINGSHT SHEETSHTG SHEATHINGSIM SIMILARSKLT SKYLIGHTSLNT SEALANTSPEC SPECIFICATIONSPECS SPECIFICATIONSSPKR SPEAKERSQ SQUARESSK SERVICE SINKSSTL STAINLESS STEELSTD STANDARDSTG SEATINGSTL STEELSTRUC STRUCTURALSYS SYSTEM

T TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPORARYTHK THICK(NESS)THR THRESHOLDTMPD TEMPEREDTOC TOP OF CURBTOL TOLERANCETPD TOILET PAPER DISPENSERTPL TOP OF PLATETR TREADTSL TOP OF SLABTV TELEVISIONTW TOP OF WALLTYP TYPICAL

UC UNDERCUTUGD UNDERGROUNDUNF UNFINISHEDUR URINAL

VAR VARNISHVB VAPOR BARRIERVERT VERTICALVIN VINYLVNB VINYL BASEVNR VENEERVT VINYL TILEVWC VINYL WALL COVERING

W WESTW/ WITHW/O WITHOUTWB WOOD BASEWC WATER CLOSETWD WOODWH WALL HUNGWIN WINDOWWM WIRE MESHWP WATERPROFFINGWR WASTE RECEPTACLEWRP WATER REPELLANTWS WATER STOPWSCT WAINSCOTWTW WALL TO WALLWWF WELDED WIRE FABRICWWM WELDED WIRE MESH

DRAFTING SYMBOLS

APPLICABLE CODES

DESIGN CRITERIA

DRAWING INDEX BUILDING DATA SUMMARY

MODIFICATIONS APPLIED: NONE.

OCCUPANCY: CBC SECTION 304BUSINESS (GROUP B)MAIN OCCUPANCY GROUP FOR THE ENTIRE BUILDING.

ALLOWABLE HEIGHT AND BUILDING AREA (SECTIONS 503 AND 504)TABLE 503: FOR CONSTRUCTION TYPE V-B AND OCCUPANCY GROUP B

MAXIMUM AREA PER STORY:MAXIMUM NUMBER OF STORIES:MAXIMUM HEIGHT:

9,000 SF/STORY2 STORIES 40 FEET

ACTUAL BUILDING AREAS (SECTIONS 503 AND 504)TABLE 503: FOR CONSTRUCTION TYPE V-B AND OCCUPANCY GROUP B

ACTUAL AREA PER STORY:ACTUAL NUMBER OF STORIES:ACTUAL HEIGHT:

± 2,325 SF/STORY1 STORY± 23'-0"

BUILDING INFORMATION:

250 MAIN STREET, WEAVERVILLE, CA 96093001-022-14-00GENERAL COMMERCIAL (C2)0.50 ACRES6 TOTAL SPACES PROVIDED(5 PARKING SPACES AND 1 H.C. SPACES)

CLASSIFICATION:

1. PROJECT LOCATION:2. APN:3. ZONING:3. SITE ACREAGE:5. PARKING SPACES PROVIDED:

DRAWING INDICATOR

WALL SECTIONBUILDING SECTION

DOOR TAGDETAIL TAG

WINDOW TAGCOLUMN GRIDS

ROOM TAGPLAN NOTES

DRAWING NUMBER

SCALE

DRAWINGNUMBER

MODIFIER

SHEET NUMBER

A1

PLAN NOTE: SEE PLAN NOTES FOR DESCRIPTION

1

A

C1

1

A101

SIMDRAWINGNUMBER

MODIFIER

SHEET NUMBER

DRAWINGNUMBER

MODIFIER

SHEET NUMBER

A1011

SIM

SCALE:5 View Name1/8" = 1'-0"

Room name101

101

1

A101

SIM

• SEISMIC RISK ZONE-D AND E (SUBJECT TO LONGITUDE AND LATITUDE), PER SECTION 1610 (MAJOR DAMAGE: CORRESPONDS TO INTENSITY VIII AND HIGHER ON THE M&:M SCALE.) 25% OF SNOW LOAD MUST BE PLACED ON ROOF/DECKS IN ADDITION TO DEAD LOADS.

M&M - MODIFIED MERCALLI INTENSITY SCALE.VIII EQUAL TO APPROXIMATELY 6 ON RICHTER SCALE.

• WIND SPEED: 85 M.P.H. (TYPICALLY EXPOSURE B AND C), PER SECTION 1609• SNOW LOAD (40 PSF ROOF SNOW LOAD, NONREDUCIBLE)• TERMITE INFESTATION PROBABILITY: REGION I (VERY HIGH)• DECAY PROBABILITY: NONE TO SLIGHT.• ALLOW ABLE FOUNDATION PRESSURE OF UNTESTED SOILS 1000 TO 1500 LBS. SQ. FT.

(ABOVE BASED ON CALIFORNIA BUILDING CODE DATA)• DESIGN METHODS: SECTION 1605 LOAD COMBINATIONS.

(DEPENDS ON BUILDING DESIGN - MOST CRITICAL LOAD)• ROOF DESIGN - SNOW LOAD = 40 PSF. • DURATION OF LOAD- NOT ALLOWED FOR ROOF OR DECK LOADING.• RAINFALL PER HOUR- 1 1/2" TO 2" (100 YEAR, 1 HOUR RAINFALL IN INCHES)• GEOTECHNICAL SOILS REPORT PER CBC 1803

GEOTECHINCAL ENGINEERING REPORT BY MID PACIFIC ENGINEERING, INC. DATED JULY 15, 2016. MPE NO. 02845-01

2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC)2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC)2013 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC)2013 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC)2013 EDITION OF THE CALIFORNIA ENERGY CODE ENERGY EFFICIENCY STANDARDS,

CLIMATE ZONE 112013 EDITION OF THE CALIFORNIA FIRE CODE (CFC)2013 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE2013 EDITION OF THE CALIFORNIA HEALTH AND SAFETY CODE AMENDMENTS

REVISION NOTES

DESCRIPTION OF WORKREMOVAL OF EXISTING COMPOSITION SHINGLE ROOFING REPLACEMENT WITH NEW STAINING SEAM METAL ROOFING. NEW METAL CLADDING OVER EXISTING FASCIAS, NEW GUTTERS, AND REPAINTING OF ALL EXISTING EXTERIOR SURFACE.

GENERAL NOTESTHE WRITTEN AGREEMENT, DRAWINGS, SPECIFICATIONS AND ANY ADDENDA COMPRISE THE CONTRACT FOR THIS PROJECT. THEY SHALL BE TREATED AS ONE ENTITY, EQUALLY, WITHOUT PRIORITY. ITEMS, ELEMENTS, FIXTURES, SYSTEMS AND EQUIPMENT SHOWN SHALL BE FURNISHED AND INSTALLED EVEN THOUGH TYPICALLY SHOWN ELSEWHERE. THEREFORE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO READ AND COMPREHEND ALL THESE DOCUMENTS IN ORDER TO COMPLETE THE WORK. IF A CONTRACTOR CHOOSES TO NOT THOROUGHLY REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS, THEY DO SO AT THEIR OWN RISK AND AGREE TO FURNISH & INSTALL ALL ITEMS NOTED ABOVE AT NO ADDITIONAL COST OR DELAY TO THE OWNER. (THE ONLY EXCEPTION TO THIS IS THAT THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.)

THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT NO ADDITIONAL COST.

ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING.

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL CONSTRUCT WORK IN COMPLIANCE TO ALL APPLICABLE BUILDING CODES.

BEFORE THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL REVIEW ALL PUBLIC AND PRIVATE UTILITIES INCLUDING GAS, ELECTRICAL, WATER, SANITARY SEWER, STORM SEWER, DATA, PHONE, ETC., RELATIVE TO THEIR LOCATION, CONDITION, PROTECTION, ALTERATION, RELOCATION, ABANDONMENT, ETC., SO AS TO AVOID DAMAGE, INJURY, OR OTHER ADVERSE RESULTS. CONTRACTOR IS RESPONSIBLE FOR DAMAGING (E) UTILITIES.

ALL CONSTRUCTION SHALL BE COMPLETED AT A QUALITY LEVEL THAT IS CUSTOMARY TO THE INSTALLATION, AND AT THE HIGHEST LEVEL OF WORKMANSHIP POSSIBLE. CONSTRUCTION MATERIALS, SYSTEMS, AND INSTALLED EQUIPMENT SHALL BE COMPLETED FOLLOWING MANUFACTURER'S INSTRUCTIONS AND STANDARDS.

THE MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS SHALL NOT EXCEED CLASS B FOR EXITWAYS AND CLASS C FOR ROOMS OR AREAS PER CBC 803.1 AND TABLE 803.9.

OCCUPANCY CONSTRUCTION TYPE TOTAL AREA NO. OF STORIES HEIGHTBUSINESS (GROUP B) V-B ± 2,325 1 ± 15' - 0"

VICINITY MAPPROJECT LOCATION250 MAIN STREET

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067


New Metal Roofing for

4/14/2017 2:27:55 PM

15 APR. 17

COVER SHEET

A-0.0



Services

Alpine House

Trinity County Behavioral Health ServicesNUMBER SHEET NAME

GENERALA-0.0 COVER SHEET

ARCHITECTURALAS-1 SITE PLANA-1.5 ROOF PLANA-2.0 EXTERIOR ELEVATIONSA-5.0 EXTERIOR DETAILS

TT

NORTH MINER STREET

(E) COVEREDPORCH

GENERATORPAD

CEDAR HOME

CO

VER

ED

CO

NC

. W

ALK

DN.

ALPINE HOUSE

1

2

3

5

4

60

' - 0

"

6' - 0"30' - 0"(E) DRIVEWAY

(E)

H.C

. R

AM

P

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067



4/14/2017 2:27:59 PM

15 APR. 17

SITE PLAN

AS-1



Services

Alpine House

N

NOTE: THIS ARCHITECTURAL SITE PLAN IS FOR GENERAL ORIENTATION PURPOSES ONLY.

GENERAL NOTES:1 DO NOT SCALE DRAWINGS. ALWAYS REFER TO PROVIDED

DIMENSIONS. PROJECT MEASUREMENTS NOT TAKEN DIRECTLY FROMPROVIDED DIMENSIONS SUBJECT CONTRACTOR TO LIABILITY FOR ANYRESULTANT ERRORS.

2 IT IS THE INTENT OF THE ARCHITECTURAL DRAWINGS TO INCLUDEINFORMATION NECESSARY FOR THE COMPLETION OF THE PROJECT. ITIS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INQUIRE ASTO THE INTENT OF THE DRAWINGS IN AREAS IN QUESTION OF MEANINGAND INTENT.

3 GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS ANDMETHODS OF CONSTRUCTION AND SHALL CONSTRUCT WORK INCOMPLIANCE TO ALL APPLICABLE BUILDING CODES.

4 BEFORE THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTORWILL REVIEW ALL PUBLIC AND PRIVATE UTILITIES INCLUDING GAS,ELECTRICAL, WATER, SANITARY SEWER, STORM SEWER, DATA, PHONE,ETC., RELATIVE TO THEIR LOCATION, CONDITION, PROTECTION,ALTERATION, RELOCATION, ABANDONMENT, ETC., SO AS TO AVOIDDAMAGE, INJURY, OR OTHER ADVERSE RESULTS. CONTRACTOR ISRESPONSIBLE FOR DAMAGING EXISTING UTILITIES

5 ALL CONSTRUCTION SHALL BE COMPLETED AT A QUALITY LEVEL THATIS CUSTOMARY TO THE INSTALLATION, AND AT THE HIGHEST LEVEL OFWORKMANSHIP POSSIBLE. CONSTRUCTION MATERIALS, SYSTEMS, ANDINSTALLED EQUIPMENT SHALL BE COMPLETED FOLLOWINGMANUFACTURER’S INSTRUCTIONS AND STANDARDS.

6 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS.CONSTRUCTION DRAWING DIMENSIONS ARE BASED ON ORIGINALBUILDING CONSTRUCTION DOCUMENTS AND MAY NOT REFLECTEXISTING CONSTRUCTION. GENERAL CONTRACTOR TO VERIFYLOCATION OF ALL STRUCTURAL ELEMENTS AND CONFIRM PLANLAYOUT PRIOR TO WALL CONSTRUCTION.

7 ADJACENT EXISTING CONSTRUCTION SHALL BE PROTECTED FROMDAMAGE AT ALL TIMES. CONTRACTOR SHALL PROVIDE DUSTPROTECTION AT ALL COMMON AREAS ADJACENT TO PROJECT SITE.

KEYNOTES:NO. DESCRIPTION1 H.C. PARKING VAN ACCESSIBLE. WORK TO BE DONE UNDER CEDAR

HOME PERMIT.2 70 SQ. INCH IDENTIFICATION SIGN PER CBC 11B-502.6. WORK TO BE

DONE UNDER CEDAR HOME PERMIT.3 LOADING AREA. WORK TO BE DONE UNDER CEDAR HOME PERMIT.4 H.C. PATH OF TRAVEL 1:20 MAX RUNNING SLOPE AND 2% (1:48) MAX

CROSS SLOPE5 ADDITIONAL SIGNAGE PER CBC 11B-502.8. AN ADDITIONAL SIGN

SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACHENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2)IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING ANDVISIBLE FROM EACH PARKING SPACE. WORK TO BE DONE UNDERCEDAR HOME PERMIT.

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

SITE PLAN

FIELD VERIFY± 33' - 2"

FIE

LD

VER

IFY

± 78

' - 0

"

GENERAL NOTES:1. ROOF SHALL SLOPE AS NOTED ON DRAWINGS.

2. (E) ASPHALT SHINGLES AND CORRUGATED ROOFING TO BE REMOVED.

3. METAL ROOFING: 24 GA. (U.N.0.) METAL SALES VERTICAL SEAM PANEL W/ CONCEALED FASTENERS.

4. METAL ROOFING SHALL BE OVER ONE LAYER (MIN.) OF 30# FELT.

5. ROOFING AT THE PORCH SHALL HAVE A BITUTHENE MEMBRANE.

6. PROVIDE ANY PIPE, CONDUIT & VENT ROOF PENETRATIONS W/ MFGR'S GALV. FLASHING & JACK AT METAL ROOFING - MATCH METAL ROOF PROFILE.

7. HALF-ROUND GUTTERS TO BE 24 GA. (U.N.O.).

8. MECHANICAL LOCATIONS ARE APPROXIMATE ONLY- SEE MECHANICAL & STRUCTURAL DRAWINGS FOR LOCATION.

9. CONTRACTOR SHALL INCLUDE IN HIS BID THE COST TO REMOVE AND REPLACE UP TO 10 SHEETS OF ROOF SHEATHING.

RID

GE

SLOPE 4:12 SLOPE 4:12

EXISTING ROOF SLOPEFIELD VERIFY

2

A-5.0

1

1

2

2

2

2

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

3

3

3

A-5.0

3

A-5.0

3

A-5.0

SIM.

EXTEND GUTTER PASTFASCIA 1'-0", TYP.

(N) 2x6 FASCIA O/ (N) 2x10 FASCIA, TYP.

(N) 2x6 FASCIA O/ (N) 2x10 FASCIA, TYP.

4

A-5.0

4

A-5.0

SIM.

4

A-5.0

4" M

IN.

3

4

8

1

5

14

16 1618 11 10

7 9

9 6

5

2 1

8

14 15

8

13

A-A

A-1.5

MIN.8"

12

17

13

8

8

8

14

16

2 5

10 7 9

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067



4/14/2017 2:27:55 PM

15 APR. 17

ROOF PLAN

A-1.5



Services

Alpine House

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

ROOF PLAN

KEYNOTES:NO. DESCRIPTION1 CONTRACTOR TO REMOVE (E) HVAC UNITS. OWNER TO BUILD NEW

HVAC CURBS FOR THE HVAC UNITS. CONTRACTOR TO EXTENDDUCTING AND REINSTALL (E) HVAC UNITS ON (N) CURBS.CONTRACTOR TO COVER CURBS W/ 24 GA. METAL PANELS. COLORTO MATCH ROOFING.

2 (E) VENT PIPES TO BE EXTENDED THROUGH NEW ROOF.3 NEW SHEET METAL ROOF CRICKET.

NO SCALE1 HVAC PLATFORM

SECTION A-A

DETAIL NOTES:NO. DESCRIPTION1 4x4 BLK'G W/ LUS44 EA. END.2 ROOF SHT'G3 METAL ROOFING O/ 30# FELT4 2x4 FRAME @ 16" O.C. W/ DBL TOP PLATE W/ 3/8" PLYWD. SHT'G

NAIL W/ 8d@6" O.C. EDGE, & 12" O.C. FIELD5 2x4 P.T. PLATE W/ 16d@12" O.C.6 2x6 BLK'G W/ A35 EA. BLK.7 2x6 JOIST @ 16" O.C.8 E.N. 8d @ 6" O.C. TYP.9 2x6 BLK'G, VERIFY LOCATIONS W/ SIMPSON FC6 EA. END @ CURB

ANCHOR LOCATIONS.10 1/2" PLYWD. SHT'G W/ 8d@6" O.C. EDGE & 12" O.C. FIELD11 22 GA. G.I. METAL FLASHING W/ 22 GA. GALV. CONT. CLEAT FASTEN

12" O.C. W/ PANKAKE HEAD SCREW.12 EXISTING HVAC UNIT.13 MECHANICAL UNIT TO BE ANCHORED TO CURB ACCORDING TO

MANUFACTURER'S REQUIREMENTS.14 24 GA. SHEET METAL UP. 24 GA. METAL SHEET & FLASHING @ METAL

ROOFING.15 SHEET METAL CRICKET.16 MANUFACTURER'S CURB17 NOT USED.18 FLASHING TO EXTEND TO BOTTOM OF MECHANICAL UNIT.

NOTE: THIS DETAIL IS FOR REFERENCE ONLY. THE CONTRACTOR IS NOT RESPONSIBLE FOR BUILDING THE HVAC CURB. THE CONTRACTOR IS ONLY RESPONSIBLE FOR COVERING THE CURB WITH METAL SIDING. ONLY DETAIL NOTES NO. 2, 3, 11, 14, 15, AND 18 SHALL APPLY TO THE CONTRACTOR. SEE KEYNOTE NO. 1 ON THIS SHEET FOR MORE INFORMATION


TOP PLATE


TOP PLATE


TOP PLATE

12

4

12

4

VERIFY


TOP PLATE

12

4

12

4

GENERAL NOTES:1. ENTIRE BUILDING TO BE REPAINTED INCLUDING DOORS, DOOR AND

WINDOW TRIM, POST, HANDRAILS, AND SOFFITS.

2. CONTRACTOR TO ALLOW IN HIS BID THE COST TO REPLACE UP TO 5 SHEETS OF SIDING. NEW SIDING TO MATCH EXISTING SIDING.

C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067



4/14/2017 2:27:57 PM

15 APR. 17

EXTERIOR ELEVATIONS

A-2.0



Services

Alpine House

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

NORTH ELEVATION

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

SOUTH ELEVATION

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

EAST ELEVATIONSCALE: 1/4" = 1'-0"

WEST ELEVATION

4"

1 5/8" VERIFY

1"

1. ALL FLASHINGS AND REGLETS FROM 24 GA. (U.N.O.) PRE-FINISHED METAL SHEET TO MATCH SIDING AND/OR ROOFING FINISH

2. USE #8 F.H. GALV. SCREWS @ 8" O.C. FOR ALL CONT. CLEAT FASTENER MASTIC SET. WHEN EXPOSED TO WEATHER USE METAL/NEOPRENE WASHER.

3. FLASHING SHALL HAVE 6" MIN. (U.N.O.) LAP JOINT, MASTIC SET, TYP. USE 6d GALV. NAILS @ 12" O.C. OR #8 F.H. GALV SCREWS @ 8" O.C. @ METAL FRAMING.

4. ALL CLEATS TO BE MANUFACTURED FROM 22 GA. (U.N.O.) GALV. METAL SHEET

5. FLASHING REQUIRED TO HAVE SOLDER CONNECTION: PAINT/COAT FROM PRE-FINISHED METAL SHEET MINIMIZE AREA FOR TOUCH-UP PAINT (OPTION: USE GALV. SHEET FOR CONCEALED LOCATION)

6. RETAINER - VINYLOK "P" BY FRY REGLET OR EQUAL

7. PRE-FABRICAED REGLET / COUNTERFLASHING INSTALLATION PER MANUFACTURER'S INSTRUCTIONS.

8. THESE FLASHING PROFILES ARE NOT ALL INCLUSIVE. OTHER FLASHING PROFILES MAY BE REQUIRED. SEE DETAILS FOR FLASHINGS NOT SHOWN ON THIS PAGE.

9. VERIFY ALL DIMENSIONS OF ALL FLASHING PROFILES AT ACTUAL CONSTRUCTIONS CONDITIONS PRIOR TO FABRICATION.

GENERAL FLASHING NOTES

4"

1 5/8"

1"

EDGE FLASHING #2

1/2" HEM AS SHOWN

EDGE FLASHING #1

1/2" HEM AS SHOWN

FLAT EDGE

FLAT

ED

GE

EDGE FLASHING

CUT OUT ELEVATION FOR LAPPING AT HEADING FLASHING & EDGE FLASHING #2

REMOVEHERE FOR LAPPING

HEM EDGE

4" 2 1

/2"

VERIFY

HEAD FLASHING

1/2" HEM AS SHOWNUSE EDGE FLASHING IF TRIM FLASHING WILL NOT BE RIVETED TO SIDING

1/2" HEM AS SHOWN

EDGE FLASHING #3

1/2" HEM AS SHOWN

1 1/

2"

1 5/8"

3"

1 3/4"

CEILING CLOSURE

1/2" HEM AS SHOWN

BASE TOP FLASHING #2

1/2" HEM AS SHOWN

1 1/2"

VER

IFY

7/8"

1"

EAVE FLASHING

CONT. CLEAT & BUTT JOINT 1/2" HEM AS SHOWN 2/ JOINT FLASHING @ 10'-0" O.C. SIM. AT CAP FLASHING

INSIDE FLASHING

1/2" HEM AS SHOWN

1 1/2"

4"

4"

2 1

/2"

ROOF EDGE FLASHING

1/2" HEM AS SHOWN

TOP EAVE FLASHING

CONT. CLEAT 1/2" HEM AS SHOWN W/ JOINT FLASHING @ 10'-0" O.C. SIM. AT CAP FLASHING

ROOF FLASHING #1

CONT. CLEAT1/2" HEM AS SHOWN

9"

1"

VERIFY

6"

2 1

/2"4"

1 5/8

"

3"

6"

HEAD FLASHING

1/2" HEM AS SHOWN

TRIM FLASHING

1/2" HEM AS SHOWN

1 1/

2"

1 5/8"

3"

1 3/4"

HEAD FLASHING

1/2" HEM AS SHOWN

3"

BASE TOP FLASHING

1/2" HEM AS SHOWN

BASE FLASHING AT FOOTING

1/2" HEM AS SHOWN

ROOF TO WALL

1/2" HEM DRIP AS SHOWN

SIDING TO SINGLE-PLY

1/2" HEM AS SHOWN

2 1

/2"

4"

1 5/8"

6"

1/8"

1/2"

6"VERIFY THICKNESS OF

TILE AND PLASTEROR METAL SIDING

1 1/2"

3"

1/2" SLO

PE

1"4 1

/2"

4"

CORNER FLASHING

1/2" HEM AS SHOWN

3"

3"

(2" MIN. AT DOORS)

1 1/

2"

3"

1 3/4"

3"

1 5/8"

1 1/

2"

CL

5 1/2"


3/8" CLOSED HEM W/ JOINT FLASHING @ 10'-0" O.C.

5 1/2"

143°

7/16" ROOF SHEATHINGSEE STRUCTURAL

TRUSSES - SEE STRUCTURAL FOR SPACING

12

4 24 GA. METALROOFING PANELO/ 30# FELT


CLIP INSTALLED PER MFGR'S INSTRUCTIONS

12

4


(E) STUD WALL

(E) OVERHANG

(N) 2x6 FASCIA BOARD

(N) 2x10 FASCIA BOARD

ONE-PIECE FLASHING TO WRAP AROUND 2x6 AND2X10 FASCIA BOARD TO ROOF SHEATHING



24 GA. METAL ROOFING PANELO/ 30# FELTO/ (E) ROOF SHEATHING



(E) SIDING TOBE PAINTED


2x10 FASCIA BD.

MFGR'S RAKE TRIM.

METAL ROOFINGO/ 30# FELT

MFGR'S "C" CLOSURE

CONT. CLEAT W/ #8 SCREWS @ 12" O.C.

3"


2x6 FASCIA BD.


C-9195REN.


Located at


11-17


Redding, CA 96001

T. 530.241.7067



4/14/2017 2:27:58 PM

15 APR. 17

EXTERIOR DETAILS

A-5.0



Services

Alpine House

SCALE: 3" = 1'-0"1 TYPICAL FLASHING PROFILES

SCALE: 1 1/2" = 1'-0"2 TYP. RIDGE DETAIL

SCALE: 1 1/2" = 1'-0"3 TYP. EAVE DETAIL

SCALE: 1 1/2" = 1'-0"4 TYP. RAKE DETAIL

trinity county behavioral health servicesronaldbeyerarchitect.com/tcbhs/addendum no. 1/cedar...

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