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Zoning Administrator Staff Report July 27, 2015

PROJECT: Elk Grove Baseball Center FILE: EG-15-024 REQUEST: Minor Conditional Use Permit LOCATION: 3132 Dwight Rd, Ste 600 APN: 119-1540-031 STAFF: Nathan Anderson

OWNER: Eskanos Family LP – Brad Skepner (Representative) APPLICANT: Elk Grove Baseball Center – Ryan Jamison (Representative) AGENT: Matt Lofrano

STAFF RECOMMENDATION:

1) Staff recommends that the Zoning Administrator adopt a resolution (Attachment 1) to: Find Project #EG-15-024 exempt from CEQA pursuant to Section 15301; and

2) Approve Project #EG-15-024, subject to the conditions of approval (Exhibit C).

PROJECT DESCRIPTION: A Minor Conditional Use Permit to utilize an existing tenant space in the Light Industrial (LI) zoning district for a 12,800 square-foot indoor practice facility for baseball. The facility would be used primarily by youth baseball teams to practice pitching, hitting, and fielding after school hours, as well as for personal instruction given to some players on a one-on-one training for baseball skills. The applicant has stated that the only modifications to the space would be installation of two restrooms and an approximately 750 square foot office/check-in area in front of the building, as well as installation of turf, nets, screens, and mats. PROJECT ANALYSIS: The subject property, located at 3132 Dwight Road, is zoned Light Industrial (LI). Title 23 of the Municipal Code (hereinafter referred to as the “Zoning Code”) requires a Minor Conditional Use Permit (MUP) to allow a “Schools – Specialized Education and Training/Studio” within the Light Industrial (LI) zoning district. The Zoning Code defines this use as the following:

“Specialized Education and Training/Studios. Specialty schools for instructing and training students in a variety of specialized programs, including, but not limited to, the following:

i. Computers and electronics training schools; ii. Drama schools; iii. Driver educational schools; iv. Language schools; v. Music schools;

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AGENDA ITEM NO. 3.2

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vi. Professional, vocational, and trade schools of a non-industrial nature (e.g., culinary, cosmetology, arts and media, accounting and finance, health and dental including nursing, legal, psychology, and technology); and

vii. Studio-style facilities including, but not limited to, dance/ballet, art, photography, yoga, martial arts (e.g., karate, kung fu, judo, tae kwon do, jujitsu), and fitness studios other than “indoor fitness and sports facilities.”

This facility would be categorized as a “Specialized Education and Training/Studio” instead of a “Fitness and Sports Facility” because it is available for training purposes for youth sports by appointment only instead of being available to the public. Therefore, it will operate similar to a martial arts studio. By contrast, “Fitness and Sports Facilities” means predominantly participant sports, such as bowling alleys, billiard parlors, ice/roller skating rinks, soccer arenas, athletic clubs, etc., which would have more significant impacts to parking and various other factors. The majority of the players who will utilize the facility are ages 6-16. This program will be through cooperation with Laguna Youth Baseball and the Cal Ripken Baseball League and will also be available to the local school teams within the area. The facility will be open by appointment only through a youth membership program and will not be available for adult training. The facility will be open seven days per week with varying daily hours, depending on demand and school scheduling. According to the Applicant, the hours of operation are projected to be 3:30pm through 9:30pm Monday through Friday and 9:00am through 9:00pm Saturday and Sunday. The facility will typically not have more than two youth teams occupying it at a given time; typically 20-25 players. According to the Applicant, the majority of the players will be dropped off at the facility for the two-hour practice. Practices are generally operated by 2-3 coaches. In addition, the facility will have 1-2 employees who will maintain the business activities. Pursuant to the Elk Grove Municipal Code, “Specialized Education and Training/Studios” require one (1) parking space per 2 students, plus one (1) parking space/employee. Based on the occupancy numbers above, the use will require approximately 15-20 parking spaces. The industrial building contains a shared parking lot which is utilized by multiple tenants. Based on a project which was approved in Suite 900 of the same building in May 2015 (EG-15-006) there is currently a parking excess of approximately 38 spaces. Therefore, the Project need of 15-20 spaces would not exceed this surplus. Further, the Applicant has stated that they will stripe parking spaces along the north side of the building adjacent to the suite’s loading bay, which will be utilized primarily for employee and overflow parking if necessary. Based on this, the proposed Project would not have a significant impact on on-site parking. The Project was routed to all applicable departments on June 23, 2015. No comments were received from any departments. ENVIRONMENTAL DETERMINATION: The Project is exempt from CEQA pursuant to CEQA Guideline Section 15301 (Existing Facilities) of Title 14 of the California Code of Regulations. CEQA Guidelines Section 15301 applies to projects that consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures facilities, mechanical equipment, or topographical features, involving negligible or no expansion or use beyond that existing at the time of the lead agencies determination. The Project involves locating a “Specialized Education and Training/Studio” use into a suite within an existing industrial facility. There will be no expansion of the existing building. No special circumstances exist that granting a Minor Conditional Use Permit would create a significant adverse effect on the environment.

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Note: This project is appealable to the Planning Commission and the City Council. Attachments:

1. Draft Zoning Administrator Resolution Exhibit A- Project Description Exhibit B- Project Plans Exhibit C- Project Conditions of Approval

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RESOLUTION NO. ZA-2015-X

A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF ELK GROVE FINDING THE PROJECT EXEMPT FROM CEQA AND APPROVING

A MINOR CONDITIONAL USE PERMIT FOR THE

ELK GROVE BASEBALL CENTER

PROJECT NO. EG-15-024 3132 DWIGHT ROAD, STE. 600

APN: 119-1540-031

WHEREAS, the Planning Division of the City of Elk Grove received an application on June 19, 2015 from Elk Grove Baseball Center (the Applicant) requesting a Minor Conditional Use Permit to utilize a suite within an existing building zoned Light Industrial (LI) for a “School – Specialized Education and Training/Studio” use, (the Project); and

WHEREAS, the proposed Project is located on real property in the incorporated portions of the City of Elk Grove more particularly described as APN: 119-1540-031; and

WHEREAS, the Project qualifies as a project under the California Environmental

Quality Act (CEQA), Public Resource Code §§21000-21189.3 but is exempt; and WHEREAS, Section 15301 (Existing Facilities) of the California Code of Regulations, Title 14, (State CEQA Guidelines) applies to projects that consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures facilities, mechanical equipment, or topographical features, involving negligible or no expansion or use beyond that existing at the time of the lead agencies determination; and

WHEREAS, based on staff’s review of the Project, no special circumstances exist that would create a reasonable possibility that granting a Minor Conditional Use Permit for this Project will have a significant effect on the environment; and

WHEREAS, the Planning Department considered the Project request pursuant to the Elk Grove General Plan, the Elk Grove Municipal Code Title 23 (Zoning), and all other applicable State and local regulations; and

WHEREAS, the Zoning Administrator held a duly noticed public hearing as required by law to consider all of the information presented by staff, information presented by the Applicant, and public testimony presented in writing and at the meeting.

NOW, THEREFORE, BE IT RESOLVED that the Zoning Administrator of the City of Elk Grove finds the Project exempt from the provisions of CEQA under Section 15301 (Existing Facilities) of Title 14 of the California Code of Regulations based upon the following findings:

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ATTACHMENT 1

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Zoning Administrator Resolution ZC- 2015- | July 27, 2015 Elk Grove Baseball Center (EG-15-024) Page 2 of 7

CEQA

Finding: The Project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301 (Existing Facilities) of Title 14 of the California Resources Code of Regulations. Evidence: CEQA Guidelines Section 15301 applies to projects that consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures facilities, mechanical equipment, or topographical features, involving negligible or no expansion or use beyond that existing at the time of the lead agencies determination. The Project involves locating a “School – Specialized Education and Training/Studio” use into a suite within an existing industrial facility. There will be no expansion of the existing building. No special circumstances exist that granting a Minor Conditional Use Permit would create a significant adverse effect on the environment.

AND, BE IT FURTHER RESOLVED, that the Zoning Administrator of the City of Elk Grove

approves the Project as described in the Project Description provided in Exhibit A, incorporated herein by this reference, the Project Plans as illustrated in Exhibit B, incorporated herein by this reference, and subject to the Conditions of Approval as provided in Exhibit C, incorporated herein by this reference, based upon the following findings: Minor Conditional Use Permit

Finding #1: The proposed use is consistent with the General Plan and all applicable provisions of Title 23 of the Municipal Code (Zoning Code).

Evidence: The General Plan land use designation for the subject property is Light Industry and the zone district is Light Industrial (LI). The proposed “School – Specialized Education and Training/Studio” use is a conditionally allowed use in the LI zone. Thus, the issuance of a Minor Conditional Use Permit for the Indoor Amusement/Entertainment Facility would maintain consistency with the General Plan and Zoning Code. Finding #2: The establishment, maintenance, or operation of the use applied for will not, under the circumstances of the particular case (location, size, design, and operating characteristics), be detrimental to the health, safety, peace, morals, comfort, or general welfare of persons residing or working in the neighborhood of such use, or the general welfare of the City.

Evidence: Surrounding uses in the immediate vicinity of the Project are light industrial to the north and south, industrial-office to the west and single-family residential to the east beyond the railroad tracks. The proposed use is compatible with the adjacent developments, which predominantly consist of a variety of industrial and indoor fitness uses, and would not introduce or create any conflicts by changing the nature of the existing development in any significant way. The operation would be completely screened from public view inside the existing

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building. The project proposes parking spaces which exceed the amount which is required by the Municipal Code. The establishment of the proposed “School – Specialized Education and Training/Studio” use would not create any foreseeable hazards that would be detrimental to the health, safety, peace, morals, comfort, or general welfare of persons working in the area.

The foregoing Resolution of the City of Elk Grove was passed and adopted by the Zoning Administrator on the 27th day of July, 2015.

Laura Gill, Zoning Administrator Elk Grove Development Services - Planning City of Elk Grove, State of California

Date

ATTEST: ______________________________________ Sandy Kyles, PLANNING SECRETARY

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Exhibit A – Project Description Elk Grove Baseball Center EG-15-024 The Project approved by this action is for a Minor Conditional Use Permit to utilize an existing 12,800 square foot building suite zoned Light Industrial (LI) for a “School – Specialized Education and Training/Studio” use, consistent with Title 23 of the Elk Grove Municipal Code. The facility would be used primarily by youth baseball teams to practice pitching, hitting, and fielding after school hours, as well as for personal instruction given to some players on a one-on-one training for baseball skills. The facility will be open seven days per week with varying daily hours, depending on demand and school scheduling. According to the Applicant, the hours of operation are projected to be 3:30 PM through 9:30 PM Monday through Friday and 9:00 AM through 9:00 PM Saturday and Sunday. The facility will typically not have more than two youth teams occupying it at a given time; typically 20-25 players. According to the Applicant, the majority of the players will be dropped off at the facility for the two-hour practice. Practices are generally operated by 2-3 coaches. In addition, the facility will have 1-2 employees who will maintain the business activities. The Applicant has stated that they will stripe parking spaces along the north side of the building adjacent to the suite’s loading bay, which will be utilized primarily for employee and overflow parking. Deviations from the approved plans shall be reviewed by the City of Elk Grove (City) for substantial compliance and may require amendment by the appropriate hearing body.

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EXHIBIT A

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Exhibit B – Project Plans Elk Grove Baseball Center EG-15-024

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EXHIBIT B

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CONC

JANITORJAN

MECH

MISC

MTLMTD

MAX

MIN

LAVLT

MISCELLANEOUS

METALMOUNTED

MAXIMUM

LIGHTLAVATORY

MECHANICALMINIMUM

WEIGHTWAINSCOTWATERPROOF

WTWSCTWP

PAPER TOWEL DISPENSER

SOUND TRANSMISSION CLASS

TOILET PAPER DISPENSER

UNLESS OTHERWISE NOTEDUNDERWRITER LABORATORY

FHC FIRE HOSE CABINET

FACE OF CONCRETE

INSUL

HDWDHGTHM

HBGYPGRGLGB

INSULATION

HOSE BIBB

HEIGHTHARDWOOD

HOLLOW METAL

GRADEGLASSGRAB BAR

GYPSUM

FURR

GALV

FUTGA

FTFOSFOFFOCFLFIN

FUTUREFURRING

GALVANIZEDGAUGE

FOOT OR FEET

FLOORFINISH

FACE OF STUDSFACE OF FINISH

TELEPHONETELTOP OF DECK

TYPICALTELEVISION

VESTIBULE

WOODWATER CLOSET

UL

WDWC

UONVEST

TPD

TYPTV

TOD

SOAP DISPENSERSCHEDULE

SIMILARSPECIFICATIONS

STANDARDSTEELSTRUCTURALSTAINLESS STEELTOP OF CURBTC

STRUCTSTL

SS

SPECSTCSTD

SCHEDSDSIM

DRINKING FOUNTAIN

FIRE EXTINGUISHER

ELECTRICAL PANELBOARD

ELEC

EXIST

ELEV

EQP

FA

FEFD

EXT

EQEP

EL

EQUIPMENT

EXTERIOREXISTING

FLOOR DRAINFIRE ALARM

ELECTRICALELEVATION

EQUAL

ELEVATOR

CORRCRPT

DEPT

EADWGDSDNDIMDIADETDF

DIAMETERDIMENSION

DRAWINGDOWNSPOUT

EACH

DOWN

CORRIDORCARPET

DETAIL

DEPARTMENT

RADIUSRISER

REFRIGERATORREFERENCEROOF DRAIN

ROOM

RESILIENTREQUIRED

REGISTER

ROUGH OPENING

REINFORCEDREINF

RMRGTR

RO

RESILREQ

RD

REFRREF

RRAD

POLY VINYL CHLORIDE

PLATE

PAIRPLYWOODPLASTIC LAMINATE

POINT

PARTITION

PRE-CAST

PTNPVC

PTDPT

PLYWD

PRCSTPR

PLAMPL

ORIENTED STRAND BOARD

ABOVE FINISH FLOOR

BLDGBITUM

ASPH

CB

CLG

COLCLR

CI

BD

CEILINGCAST IRON

CONCRETECOLUMNCLEAR

BOARD

ASPHALT

BUILDINGBITUMINOUS

CATCH BASIN

ACOUS

ARCH

AB

ALAFF

ANCHOR BOLTS

ALUMINUM

ACOUSTICAL

ARCHITECTURAL

OUTSIDE DIAMETERON CENTER

OPENINGOFFICE

OPPOSITE

OWNER FURNISH CONTRACTOR INSTALL

OPPOSB

OPNGOFF

ODOFCI

OC

NORTH

NOMINALNUMBER

NOT TO SCALE

NOT IN CONTRACT

NTSNOMNO OR #

NNIC

MULLIONMUL

VERIFY IN FEILDV.I.F.

DEDICATEDD

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF NOR BE RESPONSIBLE FOR THE CONSTRUCTIONMEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS, AND PROGRAMS IN CONNECTIONWITH THE WORK, THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY PERSONSPERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK INCONFORMANCE WITH THE CONTRACT DOCUMENTS.

1.

ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE LOCAL BUILDINGCODE AS WELL AS APPLICABLEFEDERAL, STATE, OSHA, COUNTY, AND CITY ORDINANCES, AMENDMENTS, AND RULINGS.

2.

THE CONTRACTOR SHALL GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE LAWFUL EXECUTION OF THEWORK. THE CONTRACTOR SHALL OBTAIN ALL LICENSES AND PERMITS AS REQUIRED FOR THE COMPLETION OFTHE WORK. ALL CONTRACTORS SHALL HOLD HARMLESS THE ARCHITECT AND THE OWNERFROM ALL DAMAGE AND/OR PENALTIES ARISING OUT OF VIOLATIONS THEREOF.

3.

PROVIDE TESTS AND INSPECTIONS AS REQUIRED BY THE BUILDING CODE AND THE APPROVED PERMIT SET OFDRAWINGS. THE CONTRACTOR SHALL NOTIFY THE BUILDING INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO THETIME OF INSPECTIONS.

4.

UNLESS OTHERWISE SHOWN OR NOTED, TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. IF CERTAINFEATURES OF THE CONSTRUCTION NOT FULLY SHOWN OR SPECIFIED, THEIR CONSTRUCTION SHALL BE THESAME AS FOR SIMILAR CONDITIONS THAT ARE CALLED FOR OR DETAILED. DETAILS TAKE PRECEDENCE OVERGENERAL SECTIONS AND DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED. DO NOT SCALEDRAWINGS. THE MORE STRINGENT NOTE OR SPECIFICATION SHALL GOVERN.

5.

THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBEDIN THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES WITH NO SPECIALPROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTIONMATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT.

6.

ALL ATTACHMENTS, CONNECTIONS, OR FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLYSECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY.

8.

THE ARCHITECT AND ARCHITECTS' CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,PRESENCE, HANDLING, REMOVAL, OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS OR TOXICSUBSTANCES IN ANY FORM AT THE PROJECT SITE.

9.

GENERAL CONTRACTOR SHALL VERIFY THE POINT OF CONNECTION FOR WATER, SEWER, AND OTHER UTILITIESPRIOR TO COMMENCEMENT OF SITE WORK.

10.

DEFINITIONS:A. "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERSWISE NOTED

B. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED

C. "PROVIDE" MEANS FURNISH AND INSTALL.D. "FURNISH" MEANS TO FURNISH AND OTHERS WILL INSTALL.

11.

THE FINAL LOCATION OF ALL ELECTRICAL AND SIGNAL EQUIPMENT, PANEL BOARDS, FIXTURES, ETC.SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION.

12.

THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR THEINSTALLATION, STABILITY, AND SAFETY OF PEDESTRIANS AND JOBSITE PERSONNEL. AT ALL TIMES THECONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITEINCLUDING SAFETY OF PERSONS AND PROPERTY. THE CONTRACTOR SHALL PROTECT NEW AND EXISTINGCONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND DAMAGE. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND COORDINATE SCOPE OF ALL WORK WITH EXISTING JOB CONDITIONS BEFORE COMMENCINGWORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, SPECIAL OR CHANGED CONDITIONS BEFOREPROCEEDING WITH THE WORK.

7.

DIMENSION RULES:A. ALL HORIZONTAL AND VERTICAL DIMENSIONS SHALL BE TO FACE OF STUD OR CENTERLINE OFCOLUMN OR GRID LINE.B. DIMENSIONS TO MASONRY ARE TO FACE OF MATERIAL.

C. DIMENSIONS NOTED AS "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED

D. VERTICAL DIMENSIONS ARE FROM THE TOP OF SLAB UNLESS NOTED OTHEWISE

E. VERIFY ALL ROUGH OPENING DIMENSIONS FOR FABRICATED ITEMS WITH THE MANUFACTURER PRIOR TOPROCEEDING WITH THE CONSTRUCTION

13.

REROUTE ALL CONDUIT, PLUMBING, AND DUCTWORK IN THE PATH OF NEW WORK, AS REQUIRED. REMOVE ALLITEMS WHEN OBSOLETE OR CONFLICTING WITH NEW CONSTRUCTION. CUT BACK AND CAP ALL REMOVED ITEMS PERUTILITY STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY OF ANY ITEMSFOUND IN CONSTRUCTION TO BE REMOVED.

14.

NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL COMMENCE UNTIL THESUBMISSION HAS BEEN APPROVED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCEWITH THE APPROVED SHOP DRAWINGS AND SAMPLES.

15.

VERIFY AND COORDINATE WALLS THAT MAY REQUIRE NON-TYPICAL THICKNESS OR FRAMING DUE TO ELECTRICAL,MECHANICAL, PLUMBING, STRUCTURAL, AND/OR ACOUSTIC TREATMENT.

16.

PROTECT AREA FROM DAMAGE WHICH MAY OCCUR DUE TO DEMOLITION, DUST, WATER, ETC. PROVIDE ANDMAINTAIN TEMPORARY BARRICADES, FENCES, ETC. AS REQUIRED DURING THE CONSTRUCTION. DAMAGE TOEXISTING STRUCTURES, SIDEWALKS, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER ATTHE EXPENSE OF THE GENERAL CONTRACTOR.

17.

WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, AND CONDUITS, THE LARGER STUD ORFURRING SHALL EXTEND THE FULL LENGTH AND WIDTH OF THE WALL WHERE THE FURRING OCCURS

18.

THE GENERAL CONTRACTOR SHALL PRESERVE THE REQUIRED EXITS, PATHS OF TRAVEL, AND REFUGE, FROM THEEXISTING BUILDING DURING CONSTRUCTION SO LONG AS THE EXISTING BUILDING IS OCCUPIED.

19.

HAZARDOUS MATERIALS: THE ARCHITECT AND THE ARCHITECTS CONSULTANTS SHALL HAVE NO RESPONSIBILITYFOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL, OR DISPOSAL OF OR EXPOSURE OF PERSONS TOASBESTOS OR HAZARDOUS OR TOXIC SUBSTANCES IN ANY FORM AT THE JOB SITE.

20.

2013 CALIFORNIA BUILDING CODE2013 CALIFORNIA FIRE CODE2013 CALIFORNIA ELECTRICAL CODE2013 CALIFORNIA PLUMBING CODE2013 CALIFORNIA MECHANICAL CODE2013 CAC T-24 ACCESSIBILITY REGULATIONS

2010 CAC T-24 ENERGY CONSERVATION

CONSTRUCTION SAFETY (CAL-OSHA) - CCR TITLE 8RULES AND REGULATIONS OF THE LOCAL TELEPHONE COMPANYRULES AND REGULATIONS OF THE LOCAL UTILITY COMPANIES

NFPA 13,NFPA 14,NFPA 72,NFPA 14,

2013 CALIFORNIA GREEN BUILDING STANDARDS

OWNER:ELK GROVE BASEBALL

ARCHITECT:MILBURN ARCHITECTURE6049 DOUGLAS BLVD. SUITE 6GRANITE BAY, CA 95746(916) 622-3232 (OFFICE)(877) 780-1858 (FAX)JOHN MILBURN, [email protected]

GENERAL CONTRACTOR:TBD

MECHANICAL ENGINEER:TBD

ELECTRICAL ENGINEER:TBD

WALL TYPE - 15/A1.5 & 11/A1.6

SECTION REFERENCE

DETAIL REFERENCE

ELEVATION REFERENCE

WINDOW NUMBER - SEE SHEET A6.1

ROOM NAME

DOOR NUMBER - SEE SHEET A6.1.

SHEET NOTE REFERENCE

ROOM NUMBER

OFFICE

100210

A

1

A

12A2.1

12A2.1

A2.1

T TEMPERED SAFETY GLASS

1. BUILD OUT CONDITIONED OFFICE

2. TWO SINGLE ACCOMMODATION TOILETS

3. WAREHOUSE LIGHTING

INTERIORS

1. ACCESSIBLE PARKINGEXTERIOR

4. NEW STOREFRONT DOOR

3132 DWIGHT ROAD, SUITE 600ELK GROVE, CA 95768

ELK GROVE BASEBALL CENTER

TENANT OCCUPANCY

CONSTRUCTION TYPE

FIRE SPRINKLERS

B

V-B

YES

BUILDING AREA

TOTAL BUILDING AREATENANT AREA

42,630 S.F.12,880 S.F.

BUILDING HEIGHT 1 STORY30'-0"

PROJECT DOES NOT ENTAIL INCREASE OFBUILDING AREA

OFFICE AREA 728 S.F.TRAINING AREA 12,152 S.F.

PARKING REQUIRED: 1/600 S.F. 21 STALLS

ZONING L1

TOTAL PARKING PROVIDED 135

USE INDOOR ENTERTAINMENT

PLUMBING DESIGN-BUILD NOTES:

DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITSFOR HIS WORK.

1.

ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE UNIFORMPLUMBING CODE AND ALL APPLICABLE ORDINANCES.

2.

SCOPE OF WORK SHALL INCLUDE ALL DESIGN, ENGINEERING,AND INSTALLATION &MATERIALS FOR BUILDING SHELL

3.

CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING WATER AND STORM SEWER POINTS OFCONNECTION AND ADEQUACY OF THE EXISTING SERVICE FOR THE NEW PLUMBING WORK SHOWNON THESE DRAWINGS. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY ISSUES AFFECTING THEPROPOSED WORK.

4.

NEW ROOF DRAINS SHALL CONNECT TO UNDERGROUND STORM DRAIN SYSTEM. OVERFLOW SHALL DAYLIGHT TO GRADE.

5.

CONTRACTOR SHALL PREPARE TITLE 24 ENERGY COMPLIANCEDOCUMENTS FOR SUBMITTAL TO THE BUILDING DEPARTMENT FOR APPROVAL, IFREQUIRED.

COORDINATE LOCATION & SIZE OF POWER REQUIRED FOR HVAC ANDPROCESS PIPING EQUIPMENT.

SCOPE OF WORK SHALL INCLUDE ALL DESIGN, ENGINEERING,AND INSTALLATION & MATERIALS FOR A FUNCTIONING SYSTEM.

ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE NATIONALELECTRICAL CODE AND ALL APPLICABLE ORDINANCES.


ELECTRICAL DESIGN-BUILD NOTES:

5.

4.

3.

2.

1.

HVAC DESIGN-BUILD NOTES:

ALL NEW OCCUPIED SPACE SHALL RECEIVE HEAT AND COOLING EXCEPT STORAGE AREA. STORAGEIS VENTILATED ONLY.

1.

FIRE SPRINKLER DESIGN-BUILD NOTES


2.

ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICALCODE AND ALL APPLICABLE ORDINANCES.

3.


4.

CONTRACTOR SHALL PREPARE TITLE 24 ENERGY COMPLIANCEDOCUMENTS FOR SUBMITTAL TO THE BUILDING DEPARTMENT FOR APPROVAL, IFREQUIRED.

5.

COORDINATE LOCATION & SIZE OF EXITING FIRE WATER SERVICE ANDCONFIRM ITS ADEQUACY TO SERVE THE PROPOSED NEW CONSTRUCTION


ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCEWITH NFPA 13, LATEST EDITION AND ALL APPLICABLE ORDINANCES.

DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR HIS WORK.

4.

3.

2.

1.

1. FIRE SPRINKLERS

PROJECT LOCATION

PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT: STANDPIPES,SPRINKLER SYSTEMS, AND FIRE ALARM SYSTEMS TO BE SUBMITTED TO THEFIRE DEPARTMENT AND APPROVED BY THE FIRE DEPARTMENT PRIOR TOEQUIPMENT INSTALLATION.

ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75 FEET OF A FIREEXTINGUISHER. THE MINIMUM SIZE SHALL BE 2-A; 10-BC.

FIRE DAMPERS COMPLYING WITH THE REQUIREMENTS OF APPROVEDRECOGNIZED STANDARDS (SEE UBC CHAPTER 35, PART III) SHALL BEINSTALLED AND BE READILY ACCESSIBLE FOR SERVICING AND INSPECTION.

THE MAXIMUM FLAME-SPREAD CLASS OF FINISH MATERIALS USED ONINTERIOR WALLS AND CEILINGS SHALL NOT EXCEED THAT SET FORTH IN CBCTABLE 803.5.

MATERIALS INCLUDING WIRING WITHIN PLENUMS OR DUCTS SHALL HAVE AFLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPEDRATING NOT GREATER THAN 50.

1.

2.

3.

4.

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N

A r c h i t e c t u r e , I n c.6049 DOUGLAS BLVD. STE 6, GRANITE BAY, CA 95746

PH: 916 622-3232 FAX: 877 780-1858

THIS DRAWING EMBODIES DESIGNS, IDEAS, PLANS, ARRANGEMENTS, ANDSPECIFICATIONS WHICH ARE PROPRIETARY TO MILBURN ARCHITECTURE, INC.,AND WHICH WERE DESIGNED, CREATED, EVOLVED, AND DEVELOPED FOR THEUSE SOLELY IN CONNECTION WITH THE SPECIFIED PROJECT, NO TRANSFEROF ANY RIGHTS THERETO IS INTENDED OR EFFECTED BY DELIVERY THEREOF,AND EXCEPT UPON WRITTEN PERMISSION OF MILBURN ARCHITECTURE, INC.THIS DRAWING IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR PART,OR USED IN THE FABRICATION OR CONSTRUCTION OF BUILDINGS,STRUCTURES, OR ANY PORTIONS THEREOF FOR OTHER THAN THE SPECIFIEDPROJECT.

COPYRIGHT 2013 MILBURN ARCHITECTURE, INCORPORATED

CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:55:

56 A

M

A0.1

TITLE SHEET

Elk Grove Baseball Center


JBM

JBM

3-25-15

1329

3132 Dwight Road, Suite 600Elk Grove, CA 95768

12" = 1'-0" 18ABBREVIATIONS

12" = 1'-0" 20GENERAL NOTES 12" = 1'-0" 16APPLICABLE CODES 12" = 1'-0" 4PROJECT DIRECTORY

1/8" = 1'-0" 14SYMBOLS 1/4" = 1'-0" 6SCOPE OF WORK

NORTH

ARCHTECTURAL

12" = 1'-0" 7PROJECT SUMMARY

12" = 1'-0" 12DESIGN BUILD NOTES

A0.1 TITLE SHEETA0.2 CODE DATAA1.1 SITE PLANA1.2 FLOOR PLANA1.3 REFLECTED CEILING PLANA5.1 TYPICAL DETAILSA5.2 CEILING DETAILSA5.3 SCHEDULES & DETAILS

12" = 1'-0" 3DEFERRED SUBMITTALS

No. Description Date1 - -

12" = 1'-0" 1VICINITY MAP

12" = 1'-0" 8FIRE DEPARTMENT NOTES9

D

E

F

C

B

A

78

BC #11 BC #10 BC #9 BC #8

BC #7

BC #6

BC #5

BC #4

BC #3

BC #1 BC #2

TRAINING AREA12,152 S.F.

0.L. = 33

OFFICE728 S.F.0.L. = 7.3

16 OCCUPANTS

33 OCCUPANTS

33 + 7.3 = 40.3 OCCUPANTS

EXIT THROUGH INTERVENING SPACE PERMITTEDPER CBC 1014.2. OFFICE SPACE IS ACCESSORYTO TRAINING AREA.

MAX. COMMON PATH OF TRAVEL MAX. = 100' (CBC 1014.3)PROVIDED MAX. DISTANCE = 99'-0"

MAX. EXIT ACCESS TRAVEL DISTANCE = 300' (CBC 1016.2)PROVIDED MAX. DISTANCE = 238'-3"

60' - 0"

39' - 0" 6' - 0"

35' - 5"

10' - 0"

7' - 6"

13' - 0"

50' - 0"

162' - 7"

EXIT ACCESS TRAVEL DISTANCE 50'-0" + 162'-7" + 6'-0" + 35'-5" + 10'-0" + 7'-

6" + 13'-0" = 284"-6" > 300' ok

COMMON PATH OFTRAVEL 60'-0"+ 39'-0" =

99'-0" < 100' ok

230'

- 0"

56' - 0"

OCCUPANT LOAD CALCULATION

SPACE AREA O.L.FACTOR* O.L.

EXITSREQUIRED

EXITSPROVIDED

TRAINING AREA* 11 BC 3/BC 33 1 1

PLUMBING FIXTURE CALCULATION

USE AREA O.L.FACTOR O.L. TOILETS REQUIRED

OFFICE 622 S.F.* 1/200 3.1 1

LAVATORIESREQUIRED

1:1-50

1

CPC CHAPTER 4, TABLE A

CBC TABLE 1004.1.1

OFFICE 728 S.F 1/100 7.3 1 1

-

DRINKING FOUNTAINREQUIRED

1/150

SERVICE SINKREQUIRED

1

OFFICE AREA EXCLUDES TOILET ROOMS (106 S.F.)* TRAINING AREA EXCLUDES CIRCULATION (4,838 S.F.) NET BATTING CAGE AREA = 7,320 S.F.

EXITDEVICEO.L. < 50

NA

NA

M W1: 1-50 1: 1-15

8.9 8.9

1

TRAINING 7,320 S.F.* 1/500 14.6 1 11 1 -

17.7 / 2 = 8.9

* Training Area occupant load based on 3 occupants per batting cage

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

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56 A

M

A0.2

CODE DATA



-

JBM

3-25-15

1329



1/16" = 1'-0" 4EXIT PLAN10

TENANT SPACESUITE 60056' x 230'

A5.110

-ACCESSIBLE PARKING

113 PARKING SPACES

22 PARKING SPACES

1" = 40'-0" 3SITE PLAN

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:55:

57 A

M

A1.1

SITE PLAN



-

JBM

3-25-15

1329



11

GFI

1 REMOVE EXISTING HOLLOW METAL DOOR. REPLACEWITH NEW ALUMINUM STOREFRONT DOOR, SEE

FLOOR PLAN KEYNOTE LEGEND

2 3 1/2" METAL STUD FURRING AT CONCRETE WALLS,TYPICAL AT OFFICE AREAS

3 HI LO DRINKING FOUNTAIN. HAWS MODEL 1119, BARRIER-FREE WALL MOUNTED OR EQUIVELENT.

4 UTILITY SINK: FLORESTONE, MODEL FM, 23 1/8" x 22-3/8" x35-1/2", OR EQUIVELENT

5 FIRE EXTINGUISHER. AMEREX WALL MOUNTED TYPE 2A10BC, AS APPTOVED BY FIRE MARSHALLOCATE WITHIN 75' OF ALL PORTIONS OF BUILDING

6 RFP WAINSCOT 48" HIGH, EXTEND 12" BEYOND EDGEOF SERVICE SINK. COLOR : WHITE

7 UPPER & LOWER CABINET, SEE /8 A5.3

8 COUNTER, SEE /12 A5.3

9 EXIT SIGNAGE, SEE

10 ACCESSIBILITY DECAL, SEE

/8 A5.1

/8 A5.1

11 GRADE CHANGE REQUIREMENTS, SEE /7 A5.1

/5 A5.3

101

1i

1t

X

DOOR TAG, SEE DOOR SCHEDULE, A5.3

WALL TYPE TAG, SEE

WINDOW TAG, SEE SCHEDULE, A5.3

KEYNOTE TAG

FE FIRE EXTINGUISHER

DUPLEX ELECTRICAL RECEPTACLE. SEE ELECTRICAL PLANS. SEE FOR MOUNTING HEIGHT

+52", ETC. INDICATES MOUNTING HEIGHT ABOVE FINISH FLOOR

DATA RECEPTACLE. SEE ELECTRICAL PLANS.SEE FOR MOUNTING HEIGHT

+52"

NEW MILLWORK

FLOOR PLAN LEGEND

DUPLEX ELECTRICAL RECEPTACLE GFI PROTECTED. SEEELECTRICAL PLANS. SEE FOR MOUNTING HEIGHT

/3 A1.2

FACE OF FINISHFACE OF STUD

F.O.F.F.O.S.

/11 A5.1

/11 A5.1

/11 A5.1

NEW PARTITION:362S162-33 STUDS24" O.C. WITH 1 LAYER 5/8" TYPE "X" GYPSUMBOARD EACH SIDE TO UNDERSIDE OF SUSPENDED CEILING.BATT INSULATION AT TOILET ROOM WALLS

NEW FURRING:362S162-33 STUDS24" O.C. WITH 1 LAYER 5/8" TYPE "X" GYPSUMBOARD ONE SIDE TO 6" ABOVE SUSPENDED CEILING.

NEW FULL HEIGHT PARTITION:600S162-33 STUDS 16" O.C. WITH 1 LAYER 5/8" TYPE "X" GYPSUMBOARD EACH SIDE FULL HEIGHT. THERMAL BATT INSULATIONFULL HEIGHT.

EXISTING FULL HEIGHT DEMISING PARTITION:6" METAL STUDS WITH GYPSUM BOARD EACH SIDE FULL HEIGHT

B

C

A

D

EXISTING PRECAST CONCRETE WALL

D

E

F

C

B

A

78

06070809

50' - 0"

5' - 4 3/4"

12' - 0" 12' - 0" 12' - 0" 12' - 0"

7' - 4 5/8"

15' - 2 3/8" 8' - 3"

A1.215

-

23' - 5 3/8" F.O

.F.

F.O.S. F.O

.S.

F.O.S.

F.O

.S.

F.O

.S.

F.O

.F.

BC #11 BC #10 BC #9 BC #8

BC #7

BC #6

BC #5

BC #4

BC #3

BC #1 BC #2

60' -

0"

14' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

30' -

0"

60' -

0"

5

5

5

9

7' -

2"27

' - 3

5/8

"

B

A

7

230 SF

OPEN AREA3

53 SF

TOILET4

53 SF

TOILET5

04

01

23' - 5 3/8"

CounterVend

Machine

23' - 5 3/8"

7' -

2"16

' - 6

"10

' - 9

5/8

"

15' - 2 3/8" 8' - 3"

1

2

02

03

05

145 SF

OFFICE2

161 SF

LOBBY1

Sal

es D

ispl

ay

P.O.S.

Sal

es D

ispl

ay 11' -

0"

5' - 8 3/8" 2' - 0" 7' - 0"

1' - 8"

B B

AC

C

C

A

C

C

D

A

6' - 0"

2' - 3 5/8"

Sink

43

6

78

D D

D

D

8" 4' - 0" 1' - 0" 4' - 0"

8"

1' -

3"

3' -

0"

10

9

11

7' -

2"7'

- 7

5/8"

19' -

8"

F.O

.F.

F.O

.S.

F.O

.S.

F.O.S.

F.O.S.

F.O

.S.

F.O

.F.

WALL TYPED LEGEND

FINISH NOTES

1. FLOOR:OFFICE: CARPETOPEN OFFICE: CARPETTOILETS: SHEET VINYL WITH INTERGRAL 6: COVED BASETRAINING: SEALED CONCRETE

2. WALLS:OFFICE AREA: PAINT, SEMI-GLOSS LATEX, 2- COATSTOILETS: PAINT, GLOSS ENAMEL, 2 COATS.

FRP WAINSCOT 48" HIGH ON WET WALLEXTEND 24" ADJACENT TO LAVATORYEXTEND FULL LENGTH OF WALL ADJACENT TO TOILET

TRAINING: PAINT ALL EXISTING GYPSUM BOARD & CONCRETE AND NEW GYPSUM BOARD, FULL HEIGHT

3. BASE:OFFICE AREA: 4" RUBBER CARPET BASETOILETS: INTERCRAL COVED VINYL BASETRAINING: RUBBER BASE AT TRAINING SIDE OF OFFICE WALLS ONLY.

4. CEILING:OFFICE AREA: PREFINISHED ACOUSTIC GRID & TILE, SEE CEILING PLANTOILETS: PAINTED GYPSUM BOARD, FINISH THE SAME AS TOILET WALLSTRAINING: NO CEILING

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:56:

02 A

M

A1.2

FLOOR PLAN



-

JBM

3-25-15

1329



? 12" = 1'-0"FLOOR PLAN KEY NOTES

? 1/4" = 1'-0"FLOOR PLAN LEGEND

1/16" = 1'-0" 7OVERALL FLOOR PLAN 1/4" = 1'-0" 15ENLARGED FLOOR PLAN 1/4" = 1'-0" 3WALL TYPES LEGEND

1/8" = 1'-0" 4FINISH NOTES12

1 EXISTING ILLUMINATED EXIT SIGN WITH EMERGENCYLIGHTING

CEILING PLAN KEY NOTES

2 EXISTING 4' x 8' SKYLIGHT TO REMAIN

3 EXISTING HIGH-BAY FLOURESCENT LIGHT FIXTURE

4 NEW EMERGENCY LIGHT FIXTURE

5 NEW ILLUMINATED EXIT SIGN

ILLUMINATED DIRECTIONAL EXIT SIGNLITHONIA LQM-EL-N

ILLUMINATED EXIT SIGNLITHONIA LQM

2x4 FLOURESCENT LIGHT FIXTURE

EMERGENCY LIGHT FIXTURELITHONIA

HVAC SUPPLY

HVAC RETURN

1x4 SURFACE-MOUNTED FLOURESCENT LIGHT FIXTURE

SPRINKLER HEAD

SUSPENDED ACOUSTIC CEILING:SUSPENSION SYSTEM:USG DONN DX/DXL 24" x 48" 15/16"EXPOSED TEEACOUSTIC TILE: 24" X 48" USG MARS CLIMAPLUS, FIRE CLASS"A", NRC 0.70 SEE DETAIL

6" RECESSED FLOURESCENT LIGHT FIXTURE

/8 A5.2

PROVIDE EMERGENCY LIGHTING PERCODE REQUIREMENTS

D

E

F

C

B

A

78

A1.32

EXISTING OWSJ, TYPICAL

EXISTING OWSG, TYPICAL

2

2

2

2

2

3

3 ABOVE

3

3

3

3

3

3

3

3

4

4

4

4

1

5

1

SHEA

R P

ANEL

(E) C

ON

CR

ETE

SHEA

R P

ANEL

(E) C

ON

CR

ETE

B

A

7

OWST BEYOND

OWSG BEYOND

5

1

CEILING HEIGHT 9'-0"

CEILING HEIGHT 8'-0"5/8" GYPSUM BOARD SUPPORTEDBY 6" METAL JOISTS 12" O.C.

13

A5.2

Sim

13

A5.2

Sim

13

A5.2

Sim

16

A5.2

16

A5.2

14

A5.2

Sim

19

A5.2

Sim

SURFACE-MOUNTED FLOURESCENTLIGHT FIXTURE

EXHAUST FAN, EXTEND THROUGHROOF, TYPICAL EACH TOILET

20

A5.2

Sim

13

A5.2

Sim

20

A5.2

Sim

14

A5.2

Sim

19

A5.2

Sim

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:56:

03 A

M

A1.3

REFLECTED CEILINGPLAN



Checker

Author

3-25-15

1329



? 12" = 1'-0"CEILING PLAN KEY NOTES

? 1/4" = 1'-0"CEILING PLAN LEGEND 1/16" = 1'-0" 1CEILING PLAN 1/4" = 1'-0" 2OFFICE CEILING PLAN

13

9" MIN.

TACTILE EXIT SIGN, SEE

OF

RAI

SED

CH

ARA C

TER

60" M

AX. T

O B

OTT

OM

LO

WES

T B

RAI

LLE

CEL

LS

48" M

AX T

O B

ASEL

INE

OF

NOTE:"EXIT ROUTE" SIGNAGE OCCURS ATINTERIOR DOORS THAT LEAD TO EXITCORRIDORS

"EXIT" SIGNAGE OCCURS AT DOORS LEADINGDIRECTLY TO THE EXTERIOR OF THE BUILDING

PROVIDE 18" X 18" MIN. CLEAR FLOOR SPACECENTERED ON BRAILLE SIGNAGE

/8 A5.1

1/10"CELL

1/10

"C

ELL

1/40

"D

OT

ROUNDED OR DOMED CALIFORNIABRAILLE DOTS, EACH DISTINCT &SEPARATE. DOTS SHALL BEROUND OR DOMED.

CONTRAST OF SYMBOL

CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHERLIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTER ON A LIGHTBACKGROUND. 11B-703.7.1PROPORTIONS

CHARACTER PROPORTIOS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THEUPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM IF THE HEIGHT OF THEUPPERCASE "I" 11B-703.2.4CHARACTER HEIGHT

CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTERSHALL BE 5/8" MINIMUM AND 2" MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE "T"

STROKE THICKNESS IF THE UPPERCASE "I" SHALL BE 15% MAXIMUM OF THE HEIGHT OFTHE CHARACTER. 11B-703.2.5 & 11B-703.2.6RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS

WHEN RAISED CHARACTER OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THEFOLLOWING REQUIREMENTS:

1. CHARACTER TYPE: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" (0.794MM) MINIMUM AND SHALL BE SAN-SERIF UPPERCASE CHARACTERS ACCOMPANIED BYGRADE 2 BRAILLE.

2. CHARACTER SIZE: RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8"AND MAXIMUM 2" HIGH.

3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS): PICTORIAL SYMBOL SIGN(PICTOGRAMS)SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLYBELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE AMINIMUM OF 6" (152 MM) IN HEIGHT. 1117B.5.5BRAILLE SYMBOLS

CONTRACTED CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLESYMBOLS ARE SPECIFICALLY REQUIRED. DOTS SHALL HAVE A DOMED OR ROUNDEDSHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1DOT HEIGHT: 0.025 TO 0.037 INCHES DOT BASE DIAMETER: 0.059 TO 0.063 INCHESDISTANCE BETWEEN DOTS IN SAME CELL: 0.100 INCHESDISTANCE BETWEEN DOTS IN CORRESPONDING DOTS IN ADJACENT CELLS: 0.300 INCHESMOUNTING LOCATION AND HEIGHT

TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISHFLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLECELLS AND 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASUREDFROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS, EXCEPT ATELEVATORS.

WHERE TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDETHE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGNSHALL BE LOCATED ON THE INACTIVE LEAF. OTHERSISE THE SIGN SHALL NE LOCATED TOTHE RIGHT OF THE RIGHT HAND DOOR. 11B-703.4.2

WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF THE DOOR, SIGN SHALL BELOCATED ON THE NEAREST ADJACENT WALL.

18"x18" CLEAR SPACE SHALL BE PROVIDED AT TACTILE SIGNS, CENTERED ON THE SIGNBEYOND ANY DOOR SWING AND 45 DEGREE OPEN POSITION.

DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEENCELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TOTHE COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED AMINIMUM OF 1/40" ABOVE THE BACKGROUND (CBC 11B-703.3).

C.L.

DOOR MOUNTEDSIGNAGE

WALL MOUNTEDSIGNAGE C

ENTE

R S

IGN

ON

DO

OR

A5.14

A5.12 10"

18"x18" CLEAR FLOOR SPACECENTERED ON SIGNAGE ABOVE

10"

WOMEN

MEN

9"

8"

CORRESPONDING CALIFORNIA CONTRACTED GRADE2 BRAILLE INDICATION PER 11B-703.3

BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLESHALL BE USED WHEREVER BRAILLE SYMBOLS ARESPECIFICALLY REQUIRED IN OTHER PORTIONS OFTHESE STANDARDS.

DOTS SHALL BE 1/10" (2.54MM) ON CENTERS IN EACHCELLWITH 2/10" (5:08 MM) SPACE BETWEEN CELLS.

DOTS SHALL BE RAISED A MINIMUM OF 1/40" (0.635MM) ABOVE THE BACKGROUND. BRAILLE DOTS SHALLBE DOMED OR ROUNDED.

TEXT SHALL BE 1" HIGH AND RAISED 1/32",UPPER CASE SANS SERIF TYPE

SURFACE IMAGE CENTERED ON SIGN,TYPE.

1/4" THICK ACRYLIC PLASTIC COLOR ANDCONTRAST SHALL BE DIFFERENT FROMCOLOR AND CONTRAST OF WALL

5'-0

" MAX

MEASURE TO BOTTOM OF RAISED CHARACTER

3' - 0" MIN.

3' -

0" M

IN.

CENTERLINE OF SYMBOLAND PARKING STALLOPTION: USE COMMERCIALLY

AVAILABLE STENCILAPPROXIMATING THESECRITERIA

INTERNATIONAL SYMBOL OF ACCESSIBILITY

PROPORTIONS

EQUAL EQUAL

1' -

6"

PARKINGONLY

1' - 0"

MINIMUMFINE $250

VANACCESSIBLE

CA MUTCO #R99 (CA)REFLECTORIZED SIGN CONSTRUCTED OFPORCELAIN STEEL WITH BEADED TEXTAREA OF SIGN TO BE 70 SQUARE INCHESMINIMUM.

CA MUTCO SIGN #R99B

CA MUTCO SIGN #R7-8BPROVIDE ADDITIONAL SIGN NOTING VANACCESSIBLE AT VAN ACCESSIBLE STALLS,SEE PLAN

NOTE: SIGN SHALL BE CENTERED ATINTERIOR END OF PARKING SPACE

WAL

KIN

G S

UR

FAC

E

80" C

LEAR

TO

TO

P O

F

2" GALVANIZED STANDARDSTEEL PIPE, WHERE SIGNS ARENOT MOUNTED TO WALL

1/4"

1/4" 1/4" 1/4" 1/4" 1/4"

3/4" 3/4" 3/4" 3/4"

NOTE:SEE DETAIL 4/A1.1 FOR LOCATION WHERE GROOVED LANDING OCCURS.SLOPE OF GROOVED LANDING SHALL NOT EXCEED 5% IN THE DIRECTIONOF TRAVEL AND 2% CROSS SLOPE.0.9 - 0.92" DIAMETER

AT BASE

0.45 - 0.47" DIAMETERAT TOP

0.18

- 0.

22 "

HIG

H TAPERED EDGES,WHERE EXPOSED

SECTION A-A

A-

2.3 - 2.4" APART

2.3

- 2.4

" APA

RT

1 FLOOR-MOUNTED ADA COMPLIANT TOILET, KOHLER"CIMARRON" K3609 TANK TYPE ELONGATED

2 WALL-MOUNTED LAVATORY, KOHLER"KINGSTON", K-2005 WALL-HUNG

3 FAUCET:, AMERICAN STANDARD "RELIANT" SINGLECONTROL, 0.5 GPM, POLISHED CHROME 7385.053

4 MIRROR: BOBRICK B-293 2436

5 TOILET PAPER DISPENSER: 2-ROLLSTAINLESS STEEL, BOBRICK B-4288

6 TOILET SEAT COVER DISPENSER:STAINLESS STEEL, BOBRICK B-221

7A 1-1/2" DIAMETER x 48" GRAB BAR:BOBRICK B-6806x48

7B 1-1/2" DIAMETER x 42" GRAB BAR:BOBRICK B-6806x42

8 TOWEL DISPENSER: SURFACEMOUNTED, BOBRICK B-262

9 59" x 60" MINIMUM CLEAR FLOOR SPACE

10 30" x 48" MINIMUM CLEAR FLOOR SPACE

11A WALL SIGNAGE, SEE

11B UNISEX DOOR SIGNAGE, SEE

/2 A5.1

/4 A5.1

40" M

AX

OF

GR

AB B

AR

34" T

O C

ENTE

RLI

NE

7 - 9" MAX.MAX

12". 48" MIN

54" MIN 42" MIN

MIN

24".

MIN

12".

17 - 18" MAX

DISPENSERPER PLAN

WATERCLOSET

TOILETPAPER BOX

GRAB BARSEEFOR ATTACHEMENT

MIN2".

DIS

P EN

SER

OU

TLE T

16" T

O

17 -

19" M

AX T

O T

OP

OF

SEA

T

GRAB BAR NOTES NOTES:

1. GRAB BAR OUTSIDE DIAMETER SHALL BE 1-1/2"2. SPACE BETWEEN GRAB BAR AND WALL AND PROJECTING OBJECTS BELOW

SHALL BE 1-1/2" CLEAR3. GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS4. GRAB BAR SUPPORT SHALL BE CAPABLE OF SUPPORTING 250 lbs APPLIED

VERICALLY OR HOEIZONTALLY TO ANY PARTOF THE BRAB BAR, FITTING,MOUNTING DEVICE, OR SUPPORTING STRUCTURE.

WATER CLOSET NOTES:1. TOILET SEAT THICKNESS - 2" MAX.2. FLUSH CONTROL, MANUAL OR AUTOMATICALLY OPERATED, 44" MAX ABOVE FLOOR

AND LOCATED ON OPEN SIDE OF WATER CLOSET3. TOILET PAPER DISPENSER SHALL ALLOW CONTINUOUS PAPER FLOW

WITHOUT CONTROL

9"

2' -

3"

2' -

5"

2' -

10"

BOTTOM EDGE OF MIRROR

3' -

3 1/

2"

TOP OFLAVATORY

CLEAR KNEE SPACE

1. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING,PINCHING, OR TWISTING OF THE WRIST.

2. HAND-OPERATED METERING FAUCETS SHALL REMIAN OPEN FOR AT LEAST 10 SECONDS.3. SINK DEPTH SHALL NOT EXCEED 6.5 INCHES4. HOT WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED.

LAVATORY NOTES:

3' -

2"

TOWELDISPENSER

MIRROR/12 A5.1

INSTANT WATERHEATER

5'-0" A.F.F.

5'-0" A.F.F. 12".

WOMEN

MEN

1/4" THICK ACRYLIC PLASTIC, TYPICAL.COLOR AND CONTRAST SHALL BEDIFFERENT FROM COLOR AND CONTRASTOF DOOR

UNISEX

5'-0" A.F.F.

CENTERLINE OF DOOR

CIRCLE SHALL CONTRAST WITH TRIANGLE

12" DIAMETER

NOTE: SEE FOR MOUNTING HEIGHTS/16 A5.1

6 7A

5

7B

1

3

4

1' - 7" 1' - 2" 10"

8" 24" M

IN.

front edge of toilet

48" M

IN.

FRONT APPROACH

SIDE APPROACH

DIMENSIONS MEASUREDFROM FACE OF FINISH

6 7A

5

7B

111A

11B

3

2

4

1' - 5 1/2"

10"

8"

24" M

IN.

front edge of toilet

48" M

IN.

11B

11A

1/4"

1/4"

1/2"

CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE RAMPED

PARKING SYMBOLSEE

CENTERED ON STALL/17 A5.1

DETECTABLE WARNINGSEE /13 A5.1

SIGNAGE, /18 A5.1

SIGNAGE,/18 A5.1

GROOVED LANDING,SEE /9 A5.1

(E)LANDSCAPE

ISLAND

1:12 RAMP

7' - 0"

1:48 LANDING

7' - 0"

1:12 RAMP

7' - 0"1' - 0" 1' - 0"

6"6'

- 6"

(E) W

ALK

7' -

0"

CONCRETE SIDEWALK

REMOVE EXISTING

4" WIDE BLUETRAFFIC PAINT

4" WIDE WHITETRAFFIC PAINT3' - 0"

9' - 0" 9' - 0" 9' - 0"

4" WIDE BLUETRAFFIC PAINT

3' -

0"

..

EXISTING 6" CURB

17' -

0"

(E) DOWNSPOUT

(E) SIDEWALK JOINT

2"

6"

6"6"

EXIT3/4" RAISED CHARACTERS PERCBC 11B-703.2

CHARACTERS, SYMBOLS AND THEIRBACKGROUND SHALL CONTRASTWITH NON-GLARE FINISH PER CBC11B-703.5.1

CONTRACTED (GRADE 2) BRAILLEPER CBC 11B-703.3. SEE

EXIT SIGN

ACCESSIBILITY SIGN

MOUNTING HEIGHT 60" ABOVE FINISHFLOOR TO CENTER OF SIGN

DECAL:ACCESSIBILITY SYMBOL WHITEFIGURE ON BLUE BACKGROUND

1/4"

1/4" THICK ACRYLIC PLASTIC

/6 A5.1

BASELINE OF LOWESTBRAILLE CELL

BASELINE OF LOWESTCHARACTER

1/4"

3"

A

B

3/8-

1/2

"

6' -

8"

4' -

2"

3' -

8"

3' -

2"

1' -

6"

6"

9"

9" FROM EDGE OF DOOR,SIDELITE. OR OPENING,

WHERE OCCURS

FIRE ALARM STROBE

ROOM SIGNAGE,WHERE OCCURS

THERMOSTAT

LIGHT AND PROJECTIONSCREEN SWITCHES. WALLMOUNTED OCCUPANCYSENSOR, WHERE OCCURS

CARD READER

HARDWARE LATCH

TELEPHONE OUTLET

ELECTRICAL OUTLET

ALIGN CENTERLINE OF ALL DEVICESAT LOCTIONAS DIMENSIONED ONPLAN OR NEXT TO DOOR / OPENINGAS DIMENSIONED BELOW.

NOTES:1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT

NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLYDIMENSIONED ON PLAN, ELEVATION, OR LOCATED AS PER THE DIAGRAM ABOVE.

2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS,WHERE BOTH OCCUR.

3. DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERTICALLY AS SHOWN ABOVE

1 1/2"

WALL CONSTRUCTION PERFLOOR PLAN

TYP. WALL BACKING,

WALL FINISH (MARLITE OR TILE)

S.S GRAB BAR1 1/4" MIN1 1/2" MAX

WELDED FLANGEDTO TUBING

2-#12x2" FLAT SCREWWITH SPACER, TYP.

SNAP-ON ESCUTCHEON

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:56:

05 A

M

A5.1

TYPICAL DETAILS



Checker

Author

3-25-15

1329



3/8" = 1'-0" 1EXIT SIGNAGE

1" = 1'-0" 6IDENTIFICATION SIGNAGE

1/2" = 1'-0" 3TOILET ROOM SIGNAGE

1 1/2" = 1'-0" 2TOILET WALL SIGNAGE

1" = 1'-0" 17PARKING SYMBOL

1 1/2" = 1'-0" 18PARKING STALL SIGNAGE

12" = 1'-0" 9GROOVED LANDING 3" = 1'-0" 13TRUNCATED DOMES

1/4" = 1'-0" 15TOILET PLAN NOTES

3/8" = 1'-0" 16TOILET & ACCESSORYMOUNTING HEIGHTS 1" = 1'-0" 4TOILET DOOR SIGNAGE

1/4" = 1'-0" 19TOILET PLAN 12" = 1'-0" 7GRADE CHANGE

1/8" = 1'-0" 10ENLARGED PARKING PLAN

3" = 1'-0" 8ENTRANCE SIGNAGE

3/8" = 1'-0" 11SWITCH MOUNTING HTS

3" = 1'-0" 12GRAB BAR ATTACHMENT14

PARTITION, SEE PLANS

ACOUSTIC CEILING TILE

POP RIVET AT TWO ADJACENT SIDES

MAIN OR CROSS RUNNER

2"x 2" x 20GA WALL ANGLE

12 GA VERTICAL WIRE

8" MAX.

MIN. 3 TIGHT TURNS IN 1-1/2" ATVERTICAL HANGER WIRE

OR 1/4 OF LENGTH OF THE END RUNNER,WHICHEVER IS LESS

3/4"

1-1/4" TYPE S PAN HEAD SCREWSAT EACH STUD

MINIMUM (4) TAUT 12 Ga WIRES EACHATTACHED TO THE FIXTURE AND TOTHE STRUCTURE ABOVE

MAIN RUNNER

CHANNEL

1 1/

2"

DETAIL B

MAIN RUNNER12 GA. HANGER WIREMIN. 3 TIGHT TURNS

ACOUSTIC PANEL

NOTES:(1) 1/4 OF LENGTH OF THE END RUNNER WHICHEVER IS LESS.(2) NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACEDWITH NAIL HEAD TOWARD CENTERLINE OF SPAN OF STRUT.

SLOTTED ANGLE SPACERW/ HORIZ. 6D RINGSHANKNAIL (SEE NOTE (2))ALTERNATE LOCATION W/ONAIL. NOTCHINGPERMITTED ONLY ATRUNNER.

POP RIVETWALL ANGLE

WALL CONNECTIONANCHOR TO STRUCTURALELEMENT

ACOUSTIC PANEL

MAIN OR CROSSRUNNER

12 GA. HANGERWIRE

CROSS RUNNER

SPACERS MAY BE SLOTTED ANGLES ORCHANNELS WITH "DIAMOND POINTS"OF SPRING STEEL WHICH SNAP TIGHTTO PREVENT MOVEMENT OF STRUT

OR NOTE (1)

8" MAX.

OR NOTE (1)

8" MAX.

HORIZONTAL STRUT - TYPICALDETAIL A

MIN

. 3 T

IGH

TTU

RN

S IN

1 1

/2"

LIGHT FIXTURE, SEEREFLECTED CEILINGPLAN

12GA WIRE HANGERS AT 45DEG. AT EACH CORNER

DIFFUSER OR LOUVER

T-BAR FRAMING. ATTACHFIXTURE TO MAINRUNNER WITH ONE #8SCREW AT EACHCORNER

LAY-IN ACOUSTICCEILING TILE

45°

4' - 0"2'

- 0"

NOTE: COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. THE ENDS OFMAIN BEAMS AND CROSS-TEES SHALL BE TIED TOGETHER TO PREVENT SPREADING.

48" MAX. TO FIRST BRACE

WALL LINE

FIRST BRACING POINT FROM WALL

MAIN RUNNERS

SECONDARYRUNNERS

12 GA VERTICAL WIRE, 48" O.C. EACH WAY

COMPRESSION POST WITH VERTICAL WIRE, 12' O.C. EACH WAY, SEE DETAIL

45 DEGREE 12 GA BRACE WIRES 12' O.C. EACH WAY

8" T

YP.

8" TYP.

12

A5.2

/6 A5.2

METAL SUSPENSION SYSTEMS FOR SUSPENDED ACOUSTICAL PANEL CLNGS

CEILING NOTES: THE FOLLOWING NOTES WILL BE ACCEPTABLE IN PLANS ANDSPECIFICATIONS FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING AIRCONDITIONING/HEATING GRILLS AND LIGHT FIXTURES, DOES NOT EXCEED TWO (2) PSF.HEAVIER SYSTEMS, AND THOSE SUPPORTING LATERAL LOADS FROM PARTITIONS, WILLREQUIRE SPECIAL DESIGN DETAILS.

#12 GAGE (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4 FT. BY4 FT. GRID SPACING AND SHALL BE ATTACHED TO MAIN RUNNERS.

FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. FASTENBRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN ADISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THESTRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OFTHE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE.NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEENDEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2 INCH REQUIREMENT, BUTTHE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE.

PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSSRUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH(1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETEROF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNEDAND DETAILED TO RESIST THE APPLIED VERTICAL AND HORIZONTAL FORCES MAYBE USED IN LIEU OF THE #12 GAGE HANGER WIRES.

PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS ATOBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS,STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS ORDISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OFPLUMB ARE TO HAVE COUNTER-SLOPING WIRES.

CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO (2 ADJACENTWALLS. CEILING GRID MEMBERS SHALL BE AT LEAST 1/2 INCH CLEAR OF OTHERWALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE ENDOF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 1/2 INCHCLEAR OF WALL.

AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARENOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEENTHE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METALSTRUT OR A #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THERUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TOTHE FIRST PARALLEL RUNNER IS 12 INCHES OR LESS, THIS INTERLOCK IS NOTREQUIRED.

1.1

1.2

1.3

1.4

1.5

PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT ANDFOUR (4) #12 GAGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACHOTHER (SEE DETAIL 7/A5.1) AT THE FOLLOWING SPACING:

1.6

A

B

PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN ONE HALF(1/2) THE SPACING GIVEN ABOVE, FROM EACH PERIMETER WALL AND AT THEEDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHALL NOTEXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHALL BE TAUT.SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT SPECIALDSA APPROVAL.

SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144SQUARE FEET OR LESS, AND FIRE RATED SUSPENDED ACOUSTICAL CEILINGSYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS, SURROUNDEDBY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE, DO NOTREQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS.

SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6)INCHESFROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.

1.7

WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED INREINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELDTESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE ANCHORS AREUSED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS. INTENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACINGWIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS, SEE CBC, SECTION1923A.3.5.

1.8

ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS, TO THECEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHTOF THE FIXTURES.SCREWS OR APPROVED FASTENERS ARE REQUIRED.

1.9

1.10

FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS, WEIGHING LESS THAN56 LBS.,MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRIDSYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO (2) #12 GAGESLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS ANDANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT.X 4 FT. LIGHT FIXTURES MUSTHAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHTFIXTURES AND AIR TERMINALS WEIGHING 56 LBS. OR MORE MUST BEINDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES,EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESSOF THE TYPE OF CEILING GRID SYSTEM USED. THE FOUR (4) TAUT #12 GAGE WIRES,INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLEOF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.

1.11

ALL FIXTURES AND AIR TERMINALS SUPPORTED ON INTERMEDIATE DUTY GRIDSYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT#12 GAGE WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL, AND TO THESTRUCTURE ABOVE.

1.12

SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVEDEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACHSUPPORTED FROM THE STRUCTURE ABOVE BY A #12 GAGE WIRE. SPRING CLIPS ORCLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDEADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT. OR LONGER.

SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTUREABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANTHANGER AND CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THEFIXTURE. A BRACING ASSEMBLY, PER FIGURE 1, IS REQUIRED WHERE THEPENDANT HANGER PENETRATES THE CEILING.SPECIAL DETAILS ARE REQUIRED TOATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMIT FORCES.

1.13

CLASSIFICATION OF CEILING GRID: BASED ON PRODUCT ACCEPTANCE NO. PA- 030

I CLASSIFICATION OF CEILING GRID IS HEAVY DUTY PER SPECS.

II MANUFACTURER'S CATALOG NUMBER - MAIN RUNNER DONN SUSPENSION SYSTEM

III MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER DONN SUSPENSION SYSTEMS METAL SUSPENSION SYSTEMS FOR SUSPENDED ACOUSTICAL PANEL CLNGS

1.14

1.15

ALLOWABLE LOAD.

WIRE SIZE BASIC LOAD#10 WIRE 343 LBS.#12 WIRE 209 LBS.

FABRICATION. WHEN USING TWISTS ON WIRE TO DEVELOP THE MAXIMUMALLOWABLE LOAD, USE A MINIMUM OF 4 TWISTS WITHIN 1 1/2". THREE TWISTS MAYBE USED TO DEVELOP NOT MORE THAN ONE HALF THE ABOVE VALUES.

THESE VALUES ARE FOR TENSION ONLY. TEARING OF THIN METAL BY WIREMUST BE CONSIDERED.

IF THE SPECIFICATION REQUIRES A SPECIAL WIRE SUCH AS A WIRE MEETINGFEDERAL SPECIFICATION FSQQ-W-261G, FINISH 5, CLASS 1, SOFT TEMPERWITH AN ULTIMATE STRESS OF 70,000 PSI FOR #10 WIRE AND 75,000 PSI FOR#12 WIRE, A PROPORTIONATELY HIGHER ALLOWABLE VALUE MAY BE USED.

LIMITATIONS.7

7.1

7.2

6

DESCRIPTION. "GALVANIZED SOFT ANNEALED MILD STEEL WIRE," AS DEFINED INTHE CBC, SECTION 2501A.5

5

DIAMETER OF WIRE. #10 WIRE IS 0.135 INCHES IN DIAMETER AND A #12 WIRE IS0.1055 INCHES IN DIAMETER AS SHOWN BY THE U.S. STEEL WIRE GAGE.

4

DESIGN VALUE. BASIC STRESS WILL BE THE ULTIMATE STRESS DIVIDED BY 2.5, OR24,000 PSI. TESTING IS NOT REQUIRED WHEN THESE VALUES ARE USED.

3

BASIS OF DESIGN STRENGTH OF WIRE, AN ULTIMATE STRESS OF 60,000 PSI WILLBE USED FOR #10 GAGE AND #12 GAGE WIRE.

2

MAX ALLOWABLE LOAD FOR 10 & 12 GAGE WIRES

1

MAX ALLOWABLE LOAD FOR 10 & 12 GAGE WIRES

1. DESCRIPTION. "GALVANIZED SOFT ANNEALED MILD STEEL WIRE," AS DEFINED IN THE CBC, SECTION 2501A.5

2. BASIS OF DESIGN STRENGTH OF WIRE, AN ULTIMATE STRESS OF 60,000 PSI WILLBE USED FOR #10 GAGE AND #12 GAGE WIRE.

3. DESIGN VALUE. BASIC STRESS WILL BE THE ULTIMATE STRESS DIVIDED BY 2.5, OR 24,000 PSI. TESTING IS NOT REQUIRED WHEN THESE VALUES ARE USED.

4. DIAMETER OF WIRE. #10 WIRE IS 0.135 INCHES IN DIAMETER AND A #12 WIRE IS 0.1055 INCHES IN DIAMETER AS SHOWN BY THE U.S. STEEL WIRE GAGE.

5. ALLOWABLE LOAD. WIRE SIZE BASIC LOAD #10 WIRE 343 LBS. #12 WIRE 209 LBS.

6. FABRICATION. WHEN USING TWISTS ON WIRE TO DEVELOP THE MAXIMUM ALLOWABLE LOAD, USE A MINIMUM OF 4 TWISTS WITHIN 1 1/2". THREE TWISTS MAY BE USED TO DEVELOP NOT MORE THAN ONE HALF THE ABOVE VALUES.

7. LIMITATIONS.

7.1 THESE VALUES ARE FOR TENSION ONLY. TEARING OF THIN METAL BY WIRE MUST BE CONSIDERED.

7.2 IF THE SPECIFICATION REQUIRES A SPECIAL WIRE SUCH AS A WIRE MEETING FEDERAL SPECIFICATION FSQQ-W-261G, FINISH 5, CLASS 1, SOFT TEMPER WITH AN ULTIMATE STRESS OF 70,000 PSI FOR #10 WIRE AND 75,000 PSI FOR #12 WIRE, A PROPORTIONATELY HIGHER ALLOWABLE VALUE MAY BE USED.

3/4" 5'-2"1" 6'-6"

1-1/4" 8'-6"1-1/2" 9'-6"

2" 12'-6"2-1/2" 16'-6"

3" 20'-0"

E.M.T. TUBINGDIAMETER

MAXIMUM ALLOWABLELENGTH

COMPRESSION STRUT: SEE STRUT TABLE ABOVE.FLATTEN EACH END AND BOLT TO MAINTAINRUNNERS WITH 1/4" DAI. MACHINE BOLT AND TOSTRUCTURE WITH HILTI 0.145x1-1/2" POWDERDRIVEN FASTENER. ICBO #2388 TO CONCRETEDECK OR #12x1" TEK SCREW TO METAL DECK.STRUT SHALL NOT REPLACE HANGER WIRE.OCCURS AT 12'X12' MAXIMUM SPACING.

12 Ga VERTICAL HANGER WIRE AT 48"EACH WAY WITH MIN. 3 TIGHT TURNSIN 1-1/2" BOTH ENDS OF WIRE, TYPICAL.

12 Ga SEISMIC BRACING WIRE WITHMIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDSOF WIRE, TYPICAL.

CROSS RUNNER

MAINRUNNER

2" MAXIMUM FROMBRACING WIRES TOCROSS RUNNERS.

.

.

. . .

.

.

.

.

.

. .

45 DEG.MAX.

45 DEG.MAX., TYP.

.

EXTEND GYP. BD.6" ABOVE SUSPENDEDCEILING

(N) INSULATION PER TITLE24 DOCUMENTATION

(N) SUSP.CEILING

(E) FRAMING

(E) SHEATHING

CONT. TOP SLIP TRACK

9' - 0"

(N) WALL FRAMINGALIGN WITH (E)

FRAMING.SEE SCHEDULE

(N) BLOCKING 24" O.C.BETWEEN JOISTS

BATT INSULATION

METAL STRAP BRACINGWHERE OCCURS,

SEE STRUCTURAL PLANS

WAREHOUSE SIDEOFFICE SIDE

0.145" DIA.x1 1/2" LOWVELOCITY FASTENER, 24" O.C.

RUBBER BASE

5/8" GYPSUM BOARD FULLHEIGHT TO UNDERSIDE OFROOF STRUCTURE

600S162 - 43 JOISTS 24" O.C.

9/64"x 1-1/4" POWDERDRIVEN FASTENER 32" O.C.

3/8" SEALANT AT BOTTOMOF GYPSUM BOARD, EACHSIDE

BATT INSULATION

362S125 - 18 STUDS 24" O.C.

3/4" PLYWOOD

8'-0"

DEMISING WALL

CONCRETE SLAB

600S162-43 TRACK 2 -#8x2"SMS EACH STUD

TRUSS

SHEET METAL SCREW

COMPRESSION POST

12 Ga WIRE4 TIGHT TURNS

20 Ga SHEET METAL CLIP 12

2 MAX

EXISTING ROOF STRUCTURE

BRACE ATTACHMENT POSTATTACHMENT

TRUSS

3-5/8" x 25GA STEEL STUD ALTERNATINGEACH WAY, PERPENDICULAR TO THE WALLAT 45 DEGREES TO STRUCTURE ABOVE.

CUT AND FLATTEN STUD AT WALL TOP TRACK.ATTACH TO TRACK WITH 2 -#8 x 1-1/4" TEKSCREWS

NOTE: BRACING SHALL BE PROVIDED AT 8'-0"O.C. MAXIMUM ALONG UNSUPPORTED LENGTHOF WALL ELEMENTS. BRACE LOCATED ATMIDPOINT OW WALLS OVER 8'-0" LONG AND UPTO 16'-0" LONG.OPTION 1: IN LIEU OF RIGID BRACE, ATTACH AMINIMUM OF TWO 12GA SPLAY WIRES ATMAXIMUM 45 DEGREES FROM HORIZONTALAXIS IN OPPOSITE DIRECTIONS ANDPERPENDICULAR TO PARTITION. PROVIDE AVERTICAL RIGID STRUT AT 4'-0" O.C. ALONGTHE PARTITION. THIS BRACING IS IN ADDITIONTO SEISMIC BRACING REQUIREMETNS OF THESUSPENDED CEILING.

CUT AND FLATTEN END OF STUD ATTACH TOTRUSS WITH 2- #8 x 1-1/4" TEK SCREWS

CUT BACKCEILING

TILEACOUSTIC CEILING TILE

METAL STUD PARTITION TOUNDERSIDE OFSUSPENDED CEILING SEEWALL SCHEDULE

GYPSUM BOARD

20 GA TRACK. ATTACHTO FLOOR WITH 1-1/4"POWDER DRIVENFASTENER

1/4" SEALANT

WALL BRACING SHALL BEINDEPENDENT OF SPLAYBRACING FOR SUSPENDEDCEILING SYSTEM

SPLAYED CEILING BRACINGWIRES

ACOUSTIC SEALANT

SEE FOR ADDITIONAL NOTES/18 A5.2

EXISTING CONCRETE PANEL

3-5/8" x 25 GA METAL STUDFURRING 24" O.C.

5/8" GYPSUM BOARD

R-11 FIBERGLASS BATTINSULATION

EXISTING SLAB

UNDERSIDE OF ROOF DECK

GYPSUM BOARD

20 GA TRACK. ATTACHTO FLOOR WITH 1-1/4"POWDER DRIVENFASTENER

1/4" SEALANT

9'-0"

9'-6"

8'-0"

SUSPENDED CEILING

CLG JOIST

GYPSUM BOARD

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:56:

08 A

M

A5.2

CEILING DETAILS



Checker

JBM

3-25-15

1329


3" = 1'-0" 12CEILING AT WALL

1" = 1'-0" 11FIXTURE SUPPORT

1" = 1'-0" 9HORIZONTAL STRUT

3" = 1'-0" 10LIGHT FIXTURE

1/4" = 1'-0" 8T-BAR CEILING 3" = 1'-0" 4SUSPENDED CLNG NOTES

3" = 1'-0" 5CLG. LOAD NOTES

1" = 1'-0" 6COMPRESSION STRUT

1 1/2" = 1'-0" 16FULL HEIGHT WALL


1 1/2" = 1'-0" 13TOILET PARTITION 1 1/2" = 1'-0" 17WIRE HANGER

3" = 1'-0" 18PARTITION BRACING 3" = 1'-0" 14PARTITION

3" = 1'-0" 19FURRING AT WALL

1 1/2" = 1'-0" 20PARTITION CLG PENETRATION15

5/8" GYPSUM BOARD

METAL STUD HEADER

PREFINISHEDALUMINUM FRAME

DOOR JAMB BEYOND

FINISH FLOOR

UNDERCUT DOOR 1/8"

DOOR

SILL

HEAD / JAMB

DOOR HARDWARE AT ALL EXIT DOORS SHALL ALLOWDOORS TO BE OPENED FROM THE INSIDE WITHOUTTHE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OREFFORT, PER CBC 1008.1.9

HAND ACTIVATED DOOR HARDWARE SHALL BECENTERED BETWEEN 30" - 44" ABOVE FINISH FLOORAND SHALL BE OPERABLE WITH A SINGLE EFFORT, PERCBC 11B-308.2 & 11B-309.4 & 11B-404.2.7

PROVIDE 18" MINIMUM CLEAR STRIKE SIDECLEARANCE AT THE SWING SIDE OF ALL INTERIORDOORS, AND 12" CLEAR AT PUSH SIDE (WHERE DOORSHAVE CLOSERS).PROVIDE 24" STRIKE SIDE CLEARANCE AT SWING SIDEOF ALL EXTERIOR DOORS, PER CBC 11B-404.2.4

ALL REQUIRED EXIT DOORWAYS SHALL HAVE A 32"CLEAR OPENING WHEN THE DOOR IS OPEN 90DEGREES 11B-404.2.3

OTHER THAN AT REQUIRED FIRE DOORS, THE MAXIMUMDOOR OPENING EFFORT SHALL NOT EXCEED 5 LBSFOR INTERIOR OR EXTERIOR DOORS. REQUIRED FIREDOOR OPENING FORCE SHALL NOT EXCEED 15 LBS.CBC 11B-404.2.9. ADJUST EXISTING CLOSERS ASREQUIRED

SCHEDULE

SEE

SEE

SCH

EDU

LE

DOOR ACCESSIBILITY NOTES

17

A5.3

17

A5.3

17

A5.3

20 GA HEADER

GYPSUM BOARD

ALUMINUM WINDOW FRAME

1" INSULATED GLAZING

CORNER CASING BEAD

24"x 36" TEMPEREDGLASS VISION LITE1/4" TEMPEREDCLEAR GLASS

CLEAR ANODIZEDALUMINUM STOREFRONT

DOOR

A B

7' -

0"

42" M

AX

7' -

0"

17

A5.3

10

A5.3

Sim

TEMPERED INSULATEDGLASS 10

"

3' - 0"3' - 0"

4' - 0"

4' -

0"3'

- 0"

1/2"INSULATEDGLASS

19

A5.3

Sim

19

A5.3

Sim

FIXED WINDOW

DNARROW STILE CLEARANODIZED ALUMINUMSTOREFRONT DOOR

SOLID CORE PAINT GRADE WOOD DOORIN PREFINISHED ALUMINUM FRAME

14

A5.3

Sim

17

A5.3

19

A5.3

Sim

C

7' -

0"

17

A5.3

3' - 0"

SOLID CORE PAINT GRADE WOODDOOR IN PREFINISHED ALUMINUM

FRAME

17

A5.3

OUTSIDE INSIDE

ALUMINUM DOOR FRAME

STOREFRONT DOOR

ALUMINUM THRESHOLDSET IN MASTIC

(E) SIDEWALK(E) CONCRETE SLAB

6"

1/2"

1/4"

INSIDE

OUTSIDE

5/8" GYPSUM BOARD

METAL FURRING

ALUMINUM DOOR FRAME

ALUMINUM STOREFRONT DOOR

BACKER ROD AND SEALANT

(E) CONCRETE PANELSEE FOR SAWCUT DETAIL/5 A5.3

1 3/4"

PLASTIC LAMINATE FACEAND EDGES, TYPICAL

PLASTIC LAMINATECOUNTERTOP WITH

TIGHT COVE AT SPLASH

EUROPEAN STYLEHINGES, 90 D SWING,

TYPICAL

PLASTIC SHELFCLIPS, TYPICAL

WIRE PULL, TYPICAL

4"2'

- 5

1/2"

2' -

6"3'

- 0"

4"

MELAMINE SHELF

MELAMINE DRAWER

1x4 RAILS, TYPICAL

BLOCKING

1/4" DIA. HOLES, 2" O.C.

MELAMINE INTERIORSIDES, BOTTOM, BACK,

AND SHELVES, TYPICAL

GYPSUM BOARD

2' - 1"

1"

1' - 1"

8' -

0"

NOTES:1. SEE FOR MILLWORK NOTES/7 A5.3

7. ALL MILLWORK SHALL BE MANUFACTURED PER WOODWORK INSTITUTESTANDARDS (WIC), "MANUAL OF MILLWORK" STANDARDS FOR "CUSTOM"GRADE MILLWORK.

4. DOOR PULLS SHALL BE 3-1/2" WIRE PULLS WITH BRUSHED CHROME FINISH.DOOR HINGES SHALL BE 90° SWING, TYPICAL

6. ALL CORE MATERIAL SHALL BE 45LB. DENSIT PARTICLE BOARDY

5. DRAWER PULLS SHALL BE 3" WIRE WITH BRUSHED CHROME FINISH. PROVIDEHEAVY DUTY FULL EXTENSION DRAWER GUIDES.

MILLWORK NOTES

3. INTERIOR SURFACES OF CABINETS AND DRAWERS SHALL HAVE MELAMINE FINISH

2. ALL SHELVING SHALL HAVE WHITE MELAMINE FINISH WITH VINYL EDGE BAND,U.N.O. SHELVES SHALL BE ADJUSTABLE WITH PINS AND RECESSED TRACK, U.N.O.

1. ALL EXPOSED FRONTS, EDGES. TOPS AND SIDES SHALL HAVE PLASTICLAMINATE, COLORS:WILSONART PLAIN AXIS 4784-60 ON HORIZONATAL SURFACESWILSONART BRIGHTON WALNUT 7922-07 ON VERTICAL SURFACES

8. "WIC 100" ECT. REFERS TO CABINET DESIGN SERIES (CDS) STANDARD CASEWORK,WOODWORK INSTITUTE, LATEST EDITION.

9. FIELD - VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

10. ALL EXPOSED BACKS FINISHED.

HWG ITEM NUMBER DESCRIPTIONQty

#1

1-1/2 Pr. BB1199 4-1/2'x 4-1/2" 32D NRP HINGES

1Ea. CYLINDER

1Ea.

1Ea.

1Ea.

S205A THRESHOLD x 36"

DS69C 1-36" x 2-84" WEATHERSTRIP SET

323A DOOR SWEEP x 36"

1-1/2 Pr. BB1279 4-1/2'x 4-1/2" 32D NRP HINGES

1Ea. ND50BD SPA 626 LOCKSET (OFFICE LOCKSET)

1Ea. WS407CCV US26D WALL STOP

#02

1-1/2 Pr. BB1279

1Ea. AX3527A

1Ea. WS407CCV

#03

4-1/2'x 4-1/2" 32D NRP HINGES

EXIT DEVICE

US26D WALL STOP

1Ea. EXIT DEVICE

1-1/2 Pr. BB1279

1Ea. ND40BD SPA 626

1Ea. WS407CCV

#04

4-1/2'x 4-1/2" 32D NRP HINGES

LOCKSET (BATHROOM LOCKSET)

US26D WALL STOP

1 Ea AX3527A

#05

EXIT DEVICE

AX3527A

HARDWARE SPECIFICATIONS

LOCKSETS / LATCHSETS - SCHLAGE

EXIT DEVICE - VON DUPRIN

THRESHOLDS - PEMKO

WEATHERSTRIP - PEMKO

DOOR SWEEP - PEMKO

DOOR HARDWARE SCHEDULE

1' - 6" 1' - 6" 1' - 6" 1' - 6"

MAX

.

2' -

9 1/

2"2'

- 6"

3' -

0"

1' -

9 1/

2"4"

6' - 0"

2' -

3"

MAX

.6

1/2"

STAINLESS STEEL TOP MOUNTSINK ELKAY LRAD191955 OREQUIVELENT

4" SPLASH4" WIRE PULL TYPICAL

MEA

SUR

ED T

O T

OP

OF

BOX

3' -

8"

SHELF (2 TYPICAL)

SHELF (1 TYPICAL)

4

A5.3

Sim

MIN

8"

MAX

6"

HIGH-LOW DRINKINGFOUNTAIN

REQUIRED KNEECLEARANCE

MIN9"

MIN

2' -

3"

1' - 6"

6" MAX.

BUBB

LE H

E IG

HT

3' -

0" M

AX

WALL FRAMING PERPLAN

MOUNTING PLATEAND HARDWARE PERMANUF.

FINISH

FLOOR

SUPPORT CARRIERAND HARDWARE PERMANUF. 11' - 0"

SHELF (2 TOTAL)

2' -

9 1/

2"

2' -

4"

3' - 0" 2' - 8" 2' - 8" 2' - 8"

8' - 0"

1' -

0"1'

- 0"

OPEN

REAR VIEW

11' - 0"

2' -

9 1/

2"6

1/2"

3' - 0"8' - 0"

3' -

4"

OPEN

FRONT VIEW

PLASTIC LAMINATE

3' -

4"

2' - 0"

2' - 0"

2' -

9 1/

2"3'

- 4"

SIDE VIEW

SIDE VIEW

SEE MILLWORK NOTES,1.

PLASTIC LAMINATE COLOR SELECTION BY OWNER2.

/7 A5.3

PLAN

1"2'

- 0"

1"

ACCESSIBLECOUNTER

1" 8' - 0" 3' - 0" 1"

1"

NEW OPENING +\- 40"

SAW-CUT PANELDO NOT OVER-CUT

CONCRETE PANEL

REMOVE HOLLOWMETAL DOORFRAME

VERIFY REQUIRED OPENINGWIDTH OF NEW STOREFRONT

DOOR & FRAME

HEAD & JAMB, TYPICAL

DOOR SCHEDULE

DOORNO. TYPE

DOORHARDWARE REMARKSWIDTH HEIGHT FINISH

01 A 3' - 0" 7' - 0" ALUM 01 NEW STOREFRONT DOOR.REMOVE EXISTING HM DOOR &FRAME

02 B 3' - 0" 7' - 0" PAINT 0203 C 3' - 0" 7' - 0" PAINT 0304 C 3' - 0" 7' - 0" PAINT 04 TOILET ROOM05 C 3' - 0" 7' - 0" PAINT 04 TOILET ROOM06 D 3' - 0" 7' - 0" PAINT 05 EXISTING HOLLOW METAL DOOR.

PROVIDE EXIT DEVICE, SEE HWG07 E 9' - 0" 10' - 0" PAINT - EXISTING ROLL-UP DOOR08 E 9' - 0" 10' - 0" PAINT - EXISTING ROLL-UP DOOR09 E 9' - 0" 10' - 0" PAINT - EXISTING ROLL-UP DOOR

DATE :

DRAWN :

CHECK :

JOB NO :SHEET NO.

OF

M I L B U R N


PH: 916 622-3232 FAX: 877 780-1858



CLIENT

PROJECT

C199118-31-15

No.Ren.

3/26

/201

5 11

:56:

09 A

M

A5.3

SCHEDULES &DETAILS



-

JBM

3-25-15

1329



3" = 1'-0" 17INTERIOR DOOR DETAIL

1/4" = 1'-0" 18DOOR NOTES

3" = 1'-0" 19FIXED WINDOW

1/4" = 1'-0" 9DOOR & WINDOW TYPES

3" = 1'-0" 10DOOR THRESHOLD 3" = 1'-0" 14STOREFRONT DOOR JAMB

1" = 1'-0" 4MILLWORK SECTION

1/4" = 1'-0" 7MILLWORK NOTES

3/8" = 1'-0" 2DOOR HARDWARE

1/2" = 1'-0" 8MILLWORK ELEVATION 1" = 1'-0" 20DRINKING FOUNTAIN 1/2" = 1'-0" 12MILLWORK COUNTERELEVATION

1 1/2" = 1'-0" 5STOREFRONT JAMB DETAIL

16


Exhibit C – Conditions of Approval Elk Grove Baseball Center EG-15-024

Conditions of Approval Timing/ Implem

entation Enforcement/ M

onitoring

Verification (date and Signature)

On Going 1. The development approved by this action is for a Conditional

Use Permit to operate a School – Specialized Education and Training/Studio in the Light Industrial zoning district (LI).

Deviations from the approved plans shall be reviewed by the City for substantial compliance and may require amendment by the appropriate hearing body.

On-Going Planning

2. The Applicant/Owner or Successors in Interest (hereby referred to as the “Applicant”) shall indemnify, protect, defend, and hold harmless the City, its officers, officials, agents, employees, and volunteers from and against any and all claims, damages, demands, liability, costs, losses or expenses including without limitation court costs, reasonable attorney’s fees and expert witness fees arising out of this Project including challenging the validity of this Project approval or any environmental or other documentation related to approval of this Project.

On-Going Planning

3. This action does not relieve the Applicant of the obligation to comply with all codes, statutes, regulations, and procedures.

On-Going Planning

4. Except as otherwise specified or provided in these conditions, the Project shall conform to the development standards and design requirements adopted by the City, specifically including but not limited to the following:

• The City Zoning Code (Title 23 of the EGMC)

On Going Planning Public Works

17

skyles

Typewritten Text

skyles

Typewritten Text

skyles

Typewritten Text

EXHIBIT C

skyles

Typewritten Text


Conditions of Approval Timing/ Implem

entation Enforcement/ M

onitoring

Verification (date and Signature)

5. The Applicant shall pay all plan check fees, impact fees, or other costs as required by the City, the Cosumnes Community Services District (CCSD), Sacramento Area Sewer District (SASD), Sacramento County Water Agency (SCWA), or other agencies or services providers as established by law.

On-Going Planning Public Works

CCSD SCWA SASD

6. Approval of this Project does not relieve the Applicant from the requirements of subsequent permits and approvals, including but not limited to the following:

• Building Permit and Certificate of Occupancy • Fire permit

On-Going Planning Public Works

Building CCSD SCWA SASD

18

Documents

Zoning Administrator Staff Report - CivicLivecityofelkgrove.hosted.civiclive.com/UserFiles... · photography, yoga, martial arts (e.g., karate, kung fu, judo, tae kwon do, jujitsu),