BUILDING 2 · 2020-03-30 · coordination with existing and new conditions, the contractor shall...

GENERAL CONTRACTOR NOTES

VISTA RIDGE OFFICE PARK

1. BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS INCONNECTION WITH THE WORK.

2. EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANOR, WITH THE LEAST DISTURBANCE TO THE PUBLIC.

3. COORDINATE PRIOR TO PRICING ALL WORK AS REQUIRED WITH THE BUILDING MANAGEMENT INCLUDING USE OFTEMPORARY STORAGE, LOADING AREAS, BUILDING SYSTEMS, KEYING SYSTEMS, EXECUTION OF WORK OR STOCKINGOF MATERIALS DURING OFF HOURS ETC.

4. COORDINATE ALL FACETS OF THE WORK AND ALL TRADES INVOLVED SO AS TO AVOID CONFLICT IN THE LOCATION,INSTALLATION, AS CONSTRUCTION OF THE WORK AS INDICATED IN THE DRAWINGS.

5. BE RESPONSIBLE FOR THE DEVELOPMENT COORDINATION AND EXAMINATION OF CONSTRUCTION METHODS ANDPROCEDURES.

6. BE RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT ALL DETAILS,DIMENSIONS, ETC. ARE BUILDABLE AS SHOWN. IF THERE ARE QUESTIONS, THE CONTRACTOR MUST FIRST OBTAINCLARIFICATION FROM THE TENANT BEFORE PROCEEDING WITH SUCH WORK OR RELATED CONSTRUCTION.

7. VERIFY ALL EXISTING CONDITIONS IN THE FIELD. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD FORCOORDINATION WITH EXISTING AND NEW CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE TENANT OF ANYDISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS PRIOR TO PRICING, ORDERING ORPROCEEDING WITH THE WORK.

8. BE RESPONSIBLE FOR CORRECTION OF ALL WORK AT HIS OWN EXPENSE FOR ANY WORK INSTALLED IN CONFLICTWITH THE DRAWINGS, INCLUDING SEQUENCING OR COORDINATION INDUCED ERRORS.

9. RESPONSIBLE FOR SAFE REMOVAL AND DISPOSAL OF INTERIOR CONSTRUCTION SHOWN TO BE REMOVED. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGES ARISING OUT OF DEMOLITION WORK.

10. INSTALL ALL EQUIPMENT AND APPLIANCES SPECIFIED ACCORDING TO MANUFACTURERS INSTRUCTIONS ANDSPECIFICATIONS. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CLEAR OPENING DIMENSIONS IN ASSOCIATEDCABINETRY ADEQUATELY ACCOMMODATE THE SPECIFIED EQUIPMENT.

11. REFINISH ENTIRE EXISTING SURFACE AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISHES.

12. PROVIDE ALL NECESSARY BLOCKING, STIFFENERS, BRACING, FRAMING, HANGERS, OR OTHER ITEMS IN THISCONTRACT OR EXISTING CONSTRUCTION REQUIRING THE SAME OR FOR N.I.C. ITEMS SPECIFICALLY NOTED.

13. ALL TENANT DETAILS ARE TO BE COORDINATED WITH THE BASE BUILDING STRUCTURAL FRAMING AND OTHERBUILDING COMPONENTS, STRUCTURAL AND FIREPROOFING REQUIREMENTS SHALL COMPLY WITH ALL APPLICABLECODES AND REGULATIONS.

14. ALL DIMENSIONS ARE TAKEN FROM THE FACE OF THE FINISHED WALL, FLOOR, OR CEILING UNLESS NOTEDOTHERWISE.

15. NO DIMENSION SHALL BE TAKEN BY SCALING FROM THESE DRAWINGS.

16. DATUM POINTS MUST BE SET WITH A LASER LEVEL AND REMAIN TRUE AND LEVEL THROUGHOUT THE SPACE.

17. ALL STANDARD CONSTRUCTION SHALL CONFORM TO THE STANDARD DETAILS FOR TENANT IMPROVEMENT EXCEPTAS SUPERCEDED BY SPECIFIC DETAILS HEREIN.

18. WORK DONE FOR ELECTRICAL, MECHANICAL, PLUMBING AND SPRINKLERS WILL BE DONE BY SUB-CONTRACTORSWITH CURRENT LOCAL LICENSE AND WILL FOLLOW THE CURRENT LOCAL AND STATE BUILDING CODE.

19. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIALKNOWLEDGE OR EFFORT. A READILY VISIBLE SIGN ON OR ADJACENT TO THE DOOR ON THE EGRESS SIDE IN ONE INCHHIGH LETTERS SHALL READ "THIS DOOR TO REMAINED UNLOCKED WHEN BUILDING IS OCCUPIED". LOCKING DEVICE ISREADILY DISTINGUISHED AS A LOCK.

20. THE FIRE ALARM SYSTEM IS TO BE IN WORKING ORDER AND BE IN COMPLIANCE WITH LOCAL REQUIREMENTS.

21. MATERIALS CONTAINING ASBESTOS ARE NOT ALLOWED TO BE USED ON THIS PROJECT. CONTRACTOR IS TOCOMPLY WITH STATE ASBESTOS LAWS. CONTRACTOR IS TO PROVIDE MATERIALS CUT SHEETS FOR ALL MATERIALS USED.

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2587 MACARTHUR BLVDLEWISVILLE, TX 75067

SCOPE OF WORK: NEW COMMERCIAL WOOD FRAME STRUCTURE FOR MEDICAL/OFFICE USE, CO BY FUTURE TENANT

CITY REVISIONSREV 1:

BUILDING 2

MOUNTING HEIGHTS:REFER TO ADA NOTES FOR ADDITIONAL INFORMATION38" AFF CL DOOR LEVERING & PULLS U.N.O.38" AFF CL LIGHTING SWITCHES/DIMMERS U.N.O.18" AFF CL CONVENIENCE OUTLETS, TELEPHONE AND/OR DATA (MOUNTHORIZONTALLY U.N.O.)38" AFF CL THERMOSTATS U.N.O.54" AFF CL TOILET PAPER HOLDERS

ABBREVIATIONS:#D#WAFFAGARCHCCJCTCLCLGDDRDTFDYDWEQFHF.O.FWGYPGYP BDGCHTIAIMLAVMDFMOLD

#DEPTH#WIDTHABOVE FINISH FLOORAPPLIANCE GARAGEARCHITECT OF RECORDCENTER LINECONTROL JOINTCOOK TOPCENTER LINECEILINGDRAWERDOORDIMENSION TO FINISH FACE WALLDRYERDISHWASHEREQUALFULL HEIGHTFINISH OPENING [DIMENSIONS]FULL WIDTHGYPSUMGYPSUM BOARDGENERAL CONTRACTORHEIGHTINTERIOR ARCHITECTUREICE MAKERLAVATORYMEDIUM DENSITY FIBERBOARDMOLDING

MTLMWOVOCOHPPANP-LAMPDRREFRCPRESCHEDSIMSTDSTRUCTLTT.O.C.T.O.W.TYPTBDU.N.O.VHWWD

METALMILLWORKOVENON CENTEROPPOSITE HANDPULL OUT CABINET UNITPANTRYPLASTIC LAMINATEPOWDER BATH ROOMREFRIGERATORREFLECTED CEILING PLANREFER, REFER TOSCHEDULEDSIMILARSTUDSTRUCTURALTOILETTOP OF CONCRETETOP OF WALLTYPICALTO BE DETERMINEDUNLESS NOTED OTHERWISEVENT HOODWASHERWARMING DRAWER

DRAWING LIST:ARCHITECTURALA-1.0 COVER SHEETA-2.0 FLOOR PLANA-2.1 ADA AND SPECIFICATIONSA-3.0 ROOF PLAN & WALL SECTIONA-3.1 GEN. ROOF/FRAMING DETAILSA-3.2 GEN. ROOF/FRAMING DETAILSA-4.0 - 4.3 BUILDING ELEVATIONS

FRAMING TYPE KEY:1 1-1/2" WOOD TRIM/ FURRING / MOLDS2 3-1/2" WOOD STUDS FOR INTERIOR WALLS, OR U.O.N.3 5-1/2" WOOD STUDS FOR EXTERIOR WALL, OR U.O.N.4 DOUBLE 5-1/2" WOOD STUDS, REFER TO DRAWINGS WHERE NOTED5 FIRED RATED EXTERIOR OR INTERIOR STUD WALL ASSEMBLY AS NOTED6 SPECIAL CONSTRUCTION, REFER TO DRAWINGS BY OTHERS

DOOR TYPE KEY:* WOOD DOORS OVER 3' WIDE OR 8' TALL MAY BE THICKER AS PER MFR

RECOMMENDATIONS

A 1 3/4" - 2" SOLID CORE, DOOR FINISH PER SPECB 1 3/4" - 2" THICK [DEPENDING ON SIZE] SOLID CORE DOORS W/

SMOOTH MASONITE FACES. DOORS TO BE PAINTED.C 1/2" TEMPERED CLEAR GLASSD 1/2" TEMPERED TRANSLUCENT GLASS

REQUIRED SUBMITTALS & SHOP DRAWINGS:*NOTE ADDITIONAL SUBMITTALS MAY BE REQUIRED AND/OR NECESSARY TODEPICT CONTRACTOR'S FULFILLMENT OF DESIGN INTENT.1. GROUTED MOCKUPS OF TILE ASSEMBLIES, MINIMUM 12" X 12"2. PLUMBING FIXTURES AND FITTINGS CATALOG SHEET SUBMITTAL3. PAINT COLOR AND FINISH SAMPLES4. MILLWORK AND VANITY SHOP DRAWINGS AND SUBMITTALS5. FABRIC PANEL MOCKUPS6. OTHER ITEMS T.B.D.

PROJECT SITE DATA:VISTA RIDGE OFFICE PARK ADDITION, LOTS 3R1,4R-6R, BLOCK A, 2.1063 ACRESZONING: LI - LIGHT INDUSTRIAL

BUILDING AREA TABULATIONS:TOTAL HEATED AREA: 4,435 SFTOTAL ENTRY AREAS: 154 SFTOTAL BUILDING AREA: 4,589 SF

CONSTRUCTION TYPE: TYPE V-B SPRINKLEDOCCUPANCY: OFFICE, OCC. B

4,435SF = 44 PEOPLETABLE 1004.1.2 WILL ALLOW 44 PPL IN A B OCC.CODES & ORDINANCES:2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL ENERGY CONSERVATION

CODE2015 INTERNATIONAL FIRE CODE2012 TEXAS ACCESSIBILITY STANDARDS

EXITS REQUIRED:TABLE 1003.2.3 REQUIRES 0.2 INCH / OCCUPANT

REQUIRED EXIT WIDTH: 8.8 INCHESPROVIDED EXIT WIDTH: 136 INCHES MIN.

PROJECTLOCATION

MA

CA

RTHUR BLVD

.(PUBLIC

R.O.W

.)

GENERAL NOTES PROJECT DATA

FIRE RATINGS: TYPE V-B SPRINKLEDEXTERIOR WALL 0 HR RATING TAB. 601INTERIOR WALL 0 HR RATING TAB. 601ROOFCONSTRUCTION 0 HR RATING TAB. 601CORRIDOR WALL 0 HR RATING TAB. 1004.3.2.1EXTERIOR WALLS 0 HR RATING TAB. 601

AREA INCREASES:TABLE 506.2 ALLOWS 36,000 SF FOR B IN A S1SINGLE STORY

PRIVATE DRIVE - MALL ENTRANCE

DTX

N

RISERROOM24 SF

SUITE #TBD

BUILDING 2TOTAL HEATED AREA:4,435 SF

WALL PARTITION

SUITE #TBD

DBL. WINDOW4070 FIXED

SINGLE WINDOW3070 FIXED






SING

LE W

INDO

W30

70 F

IXED

SING

LE W

INDO

W30

70 F

IXED

SING

LE W

INDO

W30

70 F

IXED

SING

LE W

INDO

W30

70 F

IXED


3070 SC

SING

LE W

INDO

W30

70 F

IXED

ENTRANCE38 SF

ENTRANCE39 SF

ENTRANCE39 SF

ENTRANCE39 SF

SINGLE UNIT3080 DOOR

W/ (2)1080 SIDELIGHTS& 5026 SEMI CIRCULAR


W/ (2)1080 SIDELIGHTS& 5026 SEMI CIRCULAR

SING

LE U

NIT

3080

DOO

RW

/ (2)

1080

SID

ELIG

HTS

& 5

026

SEM

I CIR

CULA

R


W/ (2)1080 SIDELIGHTS

& 5026 SEM

I CIRCULAR

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EXTERIOR BRICK/MASONRY MATERIAL

(REF. ELEVATIONS) W/ 5" BRICK LEDGE

WALL TYPE LEGEND:

FLOOR PLAN NOTES:

1. ALL STRUCTURAL INFORMATION SHOWN FOR

REFERENCE PURPOSES ONLY. CONTRACTOR SHALL

HAVE LICENSED STRUCTURAL ENGINEER REVIEW

AND DESIGN ALL STRUCTURAL ELEMENTS SUCH AS

ALL FRAMING WALLS, BEAMS, CONNECTION.

HEADERS, JOIST AND RAFTERS.

2. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE

OF STUDS UNLESS NOTED OTHERWISE.

3. WINDOW SIZES INDICATED ON PLANS ARE NOTED BY

APPROXIMATE ROUGH OPENING SIZE, REFER TO

PLANS AND EXTERIOR ELEVATIONS FOR WINDOW

TYPES.

4. COORDINATE LOCATION OF UTILITY METERS WITH

SITE PLAN AND LOCATE AWAY FROM PUBLIC VIEW.

VISUAL IMPACT SHALL BE MINIMIZED, I.E. MOUNT AS

LOW AS POSSIBLE.

5. CONTRACTOR SHALL COORDINATE ALL CLOSET

SHELVING REQUIREMENTS.

6. DO NOT SCALE DRAWINGS, FOLLOW DIMENSIONS

ONLY.

7. CONTRACTOR SHALL FIELD VERIFY ALL CABINET

DIMENSIONS BEFORE FABRICATION.

8. WINDOWS SHALL HAVE A MINIMUM NET CLEAR

OPENING OF 35 SQ.FT. A MINIMUM NET CLEAR

OPENABLE WIDTH OF 30", HAVE A MAXIMUM FINISH

SILL HEIGHT OF 48" FROM FINISH FLOOR.

9. ALL GLASS LOCATED WITHIN 24" OF FLOOR.

10. ALL EXPOSED INSULATION SHALL HAVE A FLAME

SPREAD RATING OF LESS THAN 25 AND A SMOKE

DENSITY RATING OF LESS THAN 450.

11. RESTROOMS AND UTILITY ROOMS SHALL BE VENTED

TO THE OUTSIDE WITH A MINIMUM OF A 90 CFM FAN.

12. ATTIC HVAC UNITS SHALL BE LOCATED WITHIN 20' OF

ITS SERVICE OPENING. RETURN AIR GRILLES SHALL

NOT BE LOCATED WITHIN 10 FEET OF A GAS FIRED

APPLIANCE.

13. ALL WALLS AND CEILINGS TO HAVE 5/8" GYP. BOARD.

14. ALL EXT. DOORS TO BE METAL OR SOLID CORE

DOORS INCLUDING DOORS ENTERING HEAT/COOLED

PORTION OF BUILDING

15. ALL INTERIOR WALLS SHALL BE COVERED WITH 1/2"

GYPSUM BOARD, WITH CORNER REINFORCING. TAPE

FLOAT AND SAND. (3 COATS) USE 5/8" GYPSUM

BOARD ON CEILING WHEN SUPPORTING MEMBERS

ARE 24" O.C. OR GREATER USE 1/2" GYP. BOARD ON

CEILING MEMBERS LESS THAN 24" O.C.

16. ALL TOILET AREA WALLS AND CEILINGS SHALL HAVE

WATER RESISTANT GYPSUM BOARD.

A

6" WOOD FRAMED WALL, PAINTED GYP. BOARD

FINISH, PER OWNER / GC SPECIFICATION

WINDOW SCHEDULE

TAG SIZE (WXH)

3'-0"X7'-0" (1" LOW E)

B

C

4'-0"X7'-0" (1" LOW E)

TYPE

FIXED

FIXED

SEMI-CIRC5'-0"X2'-6" (1" LOW E)

QTY.

9

4

4

DOOR SCHEDULE

1

TAG SIZE (WXHXTHK.)

3'-0"X8'-0"X1 3/4"

3'-0"X7'-0"X1 3/4"

MATL.

ALUM

SOLID CORE

QTY.

4

12

D

SIDE LIGHT1'-0"X8'-0" (1" LOW E) 8

AA

A

A

A

A

A

A

D

D

DD

D

D

C 1

C 1

C 1

2

BB

B B

A

DD

C 1

TOILET ROOM SIGNAGE

3'-4"

2'-10"

5'-3

1

2

"

16" - 18"

TOILET ROOM

FINISH SCHEDULE

8'-0"

27"

MIN

.

29" M

IN

.

34" M

AX

. T

O T

OP

OF

LA

V. R

IM

40" M

AX

. T

O M

IR

RO

R

RE

FLE

CT

IV

E S

UR

FA

CE

9"

MIN

.

17" MIN.

DEPTH

1/2"

MAXIMUM

1/8" VINYL

COMPOSITION

TILE

SLOPE 1:2

SIZE TO MATCH

DOOR FRAME

5/8"

6"

MAX.

TOE

CLEARANCE

8" MIN.

KNEE

CLEARANCE

MIRROR

INSULATE ALL

EXPOSED PIPING

UNDER SINKS

16" - 18"

6"36" MIN.

33"-36"

12"

19"

MIN

.

17"-19"

1 1/2"

AREA OF CLEARANCE

AROUND GRAB BARS

TOP OF

GRAB BARS

TOILET PAPER

DISPENSERLEVER TO

BE LOCATED

ON WIDE

SIDE OF

STALL

12"

42" MIN.

36" MAX.

54" MIN.

MARBLE

THRESHOLD

CERAMIC TILE

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DOOR DETAILS

1. REFER TO MANUFACTURER SPECS FOR DOOR HARDWARE SETSBY OWNER/GC.

2. ALL HARDWARE TO BE HANDICAP ACCESSIBLE PER FEDERALAND STATE REQUIREMENTS.

3.ESTABLISH TEMPORARY CONSTRUCTION CODES FOR EXTERIORLOCKS DURING THE CONSTRUCTION PERIOD REMOVED BY THEOWNER

TYPE "1"

3'-0"

7'-0

"

TYPE "2"

DOOR TYPESHARDWARE/R.R. GENERAL NOTES:

MAIN ENTRY DOOR MAY BE PROVIDED WITH A LATCH OR LOCK WHICH

REQUIRES A KEY OR SPECIAL KNOWLEDGE IF IN ADDITINO A SIGN TO BE

PLACED ADJACENT TO DOOR WHICH STATES "THIS DOOR TO REMAIN

UNLOCKED DURING BUSINESS HOURS" SIGN TO READILY VISIBLE WITH

MINIMUM 1: LETTER HEIGHT ON A CONTRASTING BACKGROUND.

RESTROOM WALLS AND FLOORS MUST BE PROVIDED WITH AN APPROVED

NONABSORBENT FINISH TO A HEIGHT OF 48" NOTE: PAINT IS NOT

ACCEPTABLE AS A NONABSORBENT FINISH UNLESS LISTED BY ICBO FOR

WET AREA USE.

RESTROOM SHALL PROVIDE WITH AN EXHAUST FAN THAT WILL PROVIDE

A MINIMUM OF FOUR (4) AIR CHANGES PER HOUR. EXHAUST FANS SHALL

BE CONNECTED DIRECTLY TO THE OUTSIDE WITH DISCHARGE AT LEAST

THREE (3) FEET FROM ANY BUILDING OPENING.

FOR OTHER THAN FIRE DOORS THE REQUIRED OPENING FORCE FOR

PUSHING OR PULLING DOORS OPEN SHALL NOT EXCEED 5 POUNDS

MAXIMUM. OPERABLE PARTS OF ACCESSIBLE FACILITIES SHALL BE

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE PINCHING, TIGHT

GRASPING, OR TWISTING OF THE WRIST.

WHERE CUSTOMERS SALES AND SERVICE COUNTERS OR WINDOWS ARE

PROVIDED. A PORTION OF THE COUNTER OR AT LEAST ONE WINDOW AND

WORK SURFACE SHALL BE ACCESSIBLE.

WATER EFFICIENCY:

-ALL LAV. FAUCETS TO HAVE AN AVERAGE FLOW OF 2.0 GAL./MIN. OR

LOWER

-ALL SHOWER HEADS TO HAVE AN AVERAGE FLOW OF 2.0 GAL./MIN. OR

LOWER

-ALL TOILETS TO BE 1.3 GAL. PER FLUSH OR DUAL FLUSH OR WATER

SENSE

ENERGY EFFICIENCY:

-INDOOR AREA TO BE EITHER 15% ABOVE 2015 IECC USING IC3

SOFTWARE OR BE ENERGY STAR RATED HERS 75 TYPE

-EXISTING EXTERIOR WALL CONSTUCTION OF METAL FRAME MEET

R-13+7.5ci REQUIREMENT

HEAT ISLAND MITIGATION:

-2:12 OR GREATER SLOPED ROOFS MUST BE ENERGY STAR QUALIFIED

OR MAY USE A RADIANT BARRIER OR USE SPRAY FOAM INSULATION AT

THE ROOF DECK OR BE A VEGETATED ROOF

INDOOR AIR QUALITY:

-ALL DUCTWORK MUST BE OUTSIDE OF THE RATED GARAGE ENVELOPE

-CONDITIONED SPACE ABOVE OR ADJACENT TO GARAGE - ALL

PENETRATIONS MUST BE SEALED, FLOOR AND CEILING JOISTS SEALED,

PAINTED WALLS AND CEILINGS OF CONDITIONED SPACES AND DOORS

WEATHER-STRIPPED

STORM WATER:

-70% OF NON-ROOF AREA MUST BE LANDSCAPED, HAVE PERMEABLE

PAVVING AND SLOPED FOR RUNOFF TO FILTRATION FEATURE

GREEN/ENERGY CODES

3'-0"

8'-0

"

14" TEMP. GLASSINALUM. DOORS

T.O. PLATE TOWER 25'-9"

T.O. PLATE 12'-0" T.O. PLATE 12'-0"

T.O. PLATE 12'-0"


T.O

. P

LA

TE

14'-0"

T.O

. P

LA

TE

14'-0"

T.O

. P

LA

TE

12'-0"

T.O. PLATE 14'-0"

T.O

. P

LA

TE

12'-0"

SL

OP

ED

6

:1

2

SL

OP

ED

6

:1

2

SLOPED 6:12 SLOPED 6:12

6:12 6:12

6:1

2

6:1

2

6:12

6:1

2

6:1

2

6:1

2

6:12

6:12


SL

OP

ED

6

:1

2 6:12 6:12

T.O. PLATE 14'-0"T.O. PLATE 14'-0"

T.O

. P

LA

TE

14'-0"

6:1

2

6:1

2

6:12

18" OVERHANG

18" OVERHANG

16"X8" MIN. SOFFIT VENTING @ 6'

O.C. MIN. THROUGHT PERIMETER



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A-A

3.0

A

4.0

B

4.1

D

4.3

C

4.2

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8

4

7

3

File:

Scale:

SHEAR WALL DETAIL

File:

Scale:

SHEAR WALL DETAIL

5

1

File:

Scale:

POST TO BEAM DETAIL

2File:

Scale:

ROOF DETAIL

File:

Scale:

POST-BEAM DETAIL

File:

Scale:

ROOF DETAIL

16d @ 6"

File:

Scale:

ROOF DETAIL

6File:

Scale:

CEILING JOIST DETAIL

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DRAG STRAPS AT BREAKS.

USE ST6236 STRAPS U.N.O. PER PLAN.

STRAPS TO BE SIMPSON OR EQUAL.

43

7

2File:

Scale:

CALIF. FRAMING

File:

Scale:

RIDGE DETAIL

File:

Scale:

DRAG STRUT DETAIL 5File:

Scale:

RIDGE DETAIL

File:

Scale:

ROOF DETAIL

File:

Scale:

POST-BEAM DETAIL

File:

Scale:

ROOF DETAIL1

6



T.O. PLATE 12'-0"


T.O

. P

LA

TE

14'-0"

T.O

. P

LA

TE

14'-0"

T.O

. P

LA

TE

12'-0"

T.O. PLATE 14'-0"

T.O

. P

LA

TE

12'-0"

SL

OP

ED

6

:1

2

SL

OP

ED

6

:1

2


6:12 6:12

6:1

2

6:1

2

6:12

6:1

2

6:1

2

6:1

2

6:12

6:12


SL

OP

ED

6

:1

2 6:12 6:12


T.O

. P

LA

TE

14'-0"

6:1

2

6:1

2

6:12

18" OVERHANG

18" OVERHANG





6

12

F.F.E.

0'-0"

T.O. PLATE

12'-0"

WATERTABLE HT.

3'-0"

MAX HEIGHT OF BLDG.

26'-0"

T.O. ENTRY ROOF

18'-2"

RAISED T.O. PLATE

14'-0"

WINDOW HEADER HT.

8-0"

MAX HT. OF TOWER

29'-1"

T.O. PLATE TOWER

25'-9"

SPANISH TILEROOFING

DECORATIVE RAFTER TAILS@ 48" O.C.

TAN COLOREDPAINTED BRICKBRICK HEADERS

SPANISHARCHITECTURAL TOWER

DECORATIVE RAFTERTAILS @ 24" O.C.

MASONRYLEDGESTONE

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A

4.0

ELEVATION NOTES:1. ALL EXTERIOR METALS ITEMS ARE TO BE PAINTED

COLOR AS SELECTED BY OWNER, INCLUDING BUTNO LIMITED TO PIPING, CONDUITS, ELECTRICCONDUIT, ELECTRIC PANELS, GAS METERS, STEELBOLLARDS, DOWNSPOUTS AND METAL FRAMES.

2. CONTRACTOR WILL PROVIDE AN EXTERIOR WALLMOCK UP NO SMALLER THAN 4 FT WIDE X 4 FT TALLFOR APPROVAL BY OWNER / CITY OFFICIALS ASNEEDED. THE MOCK UP WIL CONTAIN ALL EXTERIORMATERIALS FOR THE PROJECT.



T.O. PLATE 12'-0"


T.O

. P

LA

TE

1

4'-0

"

T.O

. P

LA

TE

1

4'-0

"T

.O

. P

LA

TE

1

2'-0

"

T.O. PLATE 14'-0"

T.O

. P

LA

TE

1

2'-0

"

SL

OP

ED

6

:1

2

SL

OP

ED

6

:1

2


6:12 6:12

6:1

2

6:1

2

6:12

6:1

2

6:1

2

6:1

2

6:12

6:12


SL

OP

ED

6

:1

2

6:12 6:12


T.O

. P

LA

TE

1

4'-0

"

6:1

2

6:1

2

6:12

18" OVERHANG

18" OVERHANG





6

12

F.F.E.

0'-0"

T.O. PLATE

12'-0"

WATERTABLE HT.

3'-0"

MAX HEIGHT OF BLDG.

26'-0"

T.O. ENTRY ROOF

18'-2"

RAISED T.O. PLATE

14'-0"

WINDOW HEADER HT.

8-0"

MAX HT. OF TOWER

29'-1"

T.O. PLATE TOWER

25'-9"

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B

4.1



T.O. PLATE 12'-0"


T.O

. P

LA

TE

1

4'-0

"

T.O

. P

LA

TE

1

4'-0

"T

.O

. P

LA

TE

1

2'-0

"

T.O. PLATE 14'-0"

T.O

. P

LA

TE

1

2'-0

"

SL

OP

ED

6

:1

2

SL

OP

ED

6

:1

2


6:12 6:12

6:1

2

6:1

2

6:12

6:1

2

6:1

2

6:1

2

6:12

6:12


SL

OP

ED

6

:1

2 6:12 6:12


T.O

. P

LA

TE

1

4'-0

"

6:1

2

6:1

2

6:12

18" OVERHANG

18" OVERHANG





6

12

F.F.E.

0'-0"

T.O. PLATE

12'-0"

WATERTABLE HT.

3'-0"

MAX HEIGHT OF BLDG.

26'-0"

T.O. ENTRY ROOF

18'-2"

RAISED T.O. PLATE

14'-0"

WINDOW HEADER HT.

8-0"

MAX HT. OF TOWER

29'-1"

PAGE TITLE:

SCALE:

DATE: 02/25/20 REVIEW DATE: 02/26/20

PAGE:




C

4.2



T.O. PLATE 12'-0"


T.O

. P

LA

TE

14

'-0"

T.O

. P

LA

TE

14

'-0"

T.O

. P

LA

TE

1

2'-0

"

T.O. PLATE 14'-0"

T.O

. P

LA

TE

1

2'-0

"

SL

OP

ED

6:12

SL

OP

ED

6:12


6:12 6:12

6:12

6:12

6:12

6:12

6:12

6:12

6:12

6:12


SL

OP

ED

6:12 6:12 6:12


T.O

. P

LA

TE

14

'-0"

6:12

6:12

6:12

18" OVERHANG

18" OVERHANG





6

12

SPANISHARCHITECTURAL TOWER

DECORATIVE RAFTER TAILS@ 24" O.C.

F.F.E.

0'-0"

T.O. PLATE

12'-0"

WATERTABLE HT.

3'-0"

MAX HEIGHT OF BLDG.

26'-0"

T.O. ENTRY ROOF

18'-2"

RAISED T.O. PLATE

14'-0"

WINDOW HEADER HT.

8-0"

MAX HT. OF TOWER

29'-1"

T.O. PLATE TOWER

25'-9"

PAGE TITLE:

SCALE:

DATE: 02/25/20 REVIEW DATE: 02/26/20

PAGE:




D

4.3

BUILDING 2 · 2020-03-30 · coordination with existing and new conditions, the contractor shall...

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