Public Storage by Qasim Ludy

A SELF-STORAGE FACILITY for

PUBLIC STORAGE DEVELOPMENT NUMBER: TX16058 DEVELOPMENT TYPE:

NEW CONSTRUCTION THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

5200 Gulfton Street Houston, Texas 77081 ZONING DISTRICT: N/A

09.23.2016

RESPONSIBILITY MATRIX PROJECT TEAM DIRECTORY

ARCHITECT: CALLAWAY ARCHITECTURE 1207 Hampshire Ln. Suite 105 Richardson, TX, 75080 (214) 368-2525 (T) Contact: Misty Anguiano

STRUCTURAL ENGINEER: O-Donnell & Naccarato 701 Market St. Suite 6000 Philadelphia, PA 19106 (215) 925-3788 (T) Contact: Brian Rawlings

PLUMBING/MECHANICAL ENGINEER: James F. Turner Engineers 8340 Meadow Rd. Suite 160 Dallas, TX 75231 (214) 750-2900 (T) Contact: Will Gould

VENDOR: "CONTACT CM FOR LOCAL VENDOR CONTACT INFO" CONTACT: NAME; PHONE; EMAIL.

ELECTRICAL ENGINEER:

SWPPP INSPECTION

VENDOR: "CONTACT CM FOR LOCAL VENDOR CONTACT INFO" CONTACT: NAME; PHONE; EMAIL.

James F. Turner Engineers 8340 Meadow Rd. Suite 160 Dallas, TX 75231 (214) 750-2900 (T) Contact: Will Gould

EXTERIOR SIGNAGE

PS VENDOR

INTERIOR SIGNAGE & GRAPHICS

VENDOR: IMAGE NATIONAL CONTACT: JENNY GOOSENS (208) 287-1908 POWER TO BLDG. & SITE SIGNS BY G.C. FOR FINAL CONNECTIONS VENDOR: SDS (INTERIOR SIGNAGE) CONTACT: LAURA BERSHEIM: (770) 363-0745; LAURA@GOTOSDS.COM VENDOR: AMGRAPH SIGNS (OFFICE: STYRENE ID SIGNS) CONTACT: PETE DOWNS; (818) 301-5353 X273; PDOWNS@AMGRAPH.BIZ VALERIE FLEISHCHMAN; X261; VFLEISHCHMAN@AMGRAPH.BIZ WENDY SABINE; WSABINE@AMGRAPH.BIZ

FIRE PROTECTION: NAME ADDRESS 1 CITY, STATE, ZIP (XXX) XXX-XXXX (T) Contact: XXXX XXXXX (XXX) XXX-XXXX (T) (XXX) XXX-XXXX (F)

VENDOR: SPEEDPRO (MENU BOARD & SOFFIT GRAPHICS) CONTACT: DON BLAKE; (949) 777-9583; DBLAKE@SPEEDPRO.COM SECURITY: CCTV ACCESS CONTROL BURGLAR ALARM

PS VENDOR

VENDOR: PTI (NATIONALLY) CONTACT: TBD PHONE: TBD

GEOTECHNICAL ENGINEER: Giles Engineering Associates N8 W22350 Johnson Drive Suite A1 Waukesha, WI 53186 (800) 782-0610 Contact: Michael Pisarik

VENDOR: "CONTACT CM FOR LOCAL VENDOR CONTACT INFO" CONTACT: NAME; PHONE; EMAIL.

Public Storage, Inc.

NAME ADDRESS 1 CITY, STATE, ZIP (XXX) XXX-XXXX (T) Contact: XXXX XXXXX (XXX) XXX-XXXX (T) (XXX) XXX-XXXX (F)

WIND TEST/HURRICANE

PS CONTACTS VENDORS & SCOPE

701 Western Avenue, Glendale, CA 91201

CONTRACTOR:

INSTALLED BY

JUNCTION BOXES, PULL STRINGS, AND CONDUITS TO BE INSTALLED AS PER ELECTRICAL DRAWINGS BY GC VENDOR: THYSSEN KRUPP - ONLY CONTACT: RYAN CLINEDINST (614) 493-8646; RYAN.CLINEDINST@THYSSENKRUPP.COM

ELEVATOR

ELEVATOR MONITORING

FIRE ALARM (DESIGN BUILD)

PS CONTACT: BRYAN SCHAD (818) 244-8080 x1584 CONSOLIDATED FIRE PROTECTION CONTACT: STEVEN JARAMILLO (949) 202-5318 (MONITORING SERVICE BY PS)

FIRE SPRINKLERS (DESIGN BUILD)

VENDOR: "CONTACT CM FOR LOCAL VENDOR CONTACT INFO" CONTACT: NAME; PHONE; EMAIL. (DESIGN BUILD)

FIRE EXTINGUISHERS

INTERIOR @ PARTITIONS BY JANUS. ALL OTHER LOCATIONS BY GC.

EXTERIOR PANELS (METAL INSULATED PANEL)

VENDOR: MBCI CONTACT: JEREMY SILVERSTEIN (760) 646-0770

EXTERIOR PANELS ('MORIN' NON-INSULATED METAL INSULATED PANEL)

VENDOR: KINGSPAN CONTACT: DAVID MAYBURY (386) 626-6789 x1093

OFFICE FURNITURE

PS CONTACT: GLORIA ALVAREZ: (818) 244-8080 X1507 VENDOR: TONERS PLUS CONTACT NAME: (XXX) XXX-XXXX

PS VENDOR

PS MIS CONTACT: LORRAINE ROLLAN (818) 244-8080 x1147 G.C. TO PROVIDE FEED FROM CURBSIDE PULL BOX TO PROPOSED BUILDING; PROVIDE BACKERBOARD, GROUNDING ROD, CONDUITS WITH PULL STRING, BPOE.

"KINGS III" (EMERGENCY PHONE) CONTACT: TONY BATTAGLIA (972) 906-7014 x350

CIVIL ENGINEER: Stantec 7660 Woodway Dr. Suite 400 Houston, TX, 77063 (713) 212-0011 (T) Contact: Kyle Molitor

LANDSCAPE ARCHITECT: Stantec 7660 Woodway Dr. Suite 400 Houston, TX, 77063 (713) 212-0011 (T) Contact: Kyle Molitor

REGULATORY AGENCIES PLANNING DEPARTMENT:

BUILDING DEPARTMENT:

FIRE DEPARTMENT:

WATER DEPARTMENT:

CITY OF HOUSTON PLANNING & DEVELOPMENT DEPARTMENT 611 WALKER STREET, 6TH FLOOR HOUSTON, TX 77002 (T) (832) 393-6600

HOUSTON PERMITTING CENTER 1002 WASHINGTON AVENUE HOUSTON, TEXAS, 77002 (T) (832) 394-9494

HOUSTON FIRE DEPARTMENT PERMIT OFFICE 1002 WASHINGTON AVE, HOUSTON, TEXAS, 77002 (T) (832) 934-8811

CITY OF HOUSTON PERMITTING CENTER 1002 WASHINGTON AVENUE HOUSTON, TX 77002 (T) (832) 394-9494

SANITATION DEPARTMENT: HARRIS COUNTY MUD 391 16340 PARK TEN SUITE 350 HOUSTON, TX 77084 (T) (713) 461-9600

ELECTRIC COMPANY: CENTERPOINT ENERGY 1111 LOUISIANA ST HOUSTON, TX 77002 (+1) (832) 773-662

TELEPHONE COMPANY:

GAS COMPANY:

AT&T 6500 WEST LOOP S BELLAIRE, TX 77401 (T) (281) 320-3957

CENTERPOINT ENERGY 1111 LOUISIANA ST HOUSTON, TX 77002 (T) (281) 561-6016

PS DATA / COMPUTERS / INTERNET / INSTALL / PHONES

STORAGE UNIT & COMPONENTS

CM / GC

PS VENDOR / GC

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

Public Storage, Inc. 701 Western Ave Glenndale, CA, 91201 (818) 244-8080 (T) Contact: Al Morales

FURNISHED BY

PUBLIC STORAGE

OWNER/DEVELOPER:

COORD. BY

ITEM

VENDOR: JANUS INTERNATIONAL CONTACT: MORGAN HODGES (770) 562-2850 STORAGE COMPONENTS INCLUDE HALLWAY PARTITION SYSTEMS, UNIT DOORS, FIRE EXTINGUISHERS (@ PARTITION SYSTEMS ONLY), WIRE MESH CEILINGS, DIAMOND PLATE WAINSCOTING, AND UNIT I.D.S.; ADDITIONAL NOTES: 1. GC TO FURNISH & INSTALL ALL STRUCTURAL DEMISING PARTITIONS. 2. ALL NON-BEARING PARTITIONS PROVIDED BY JANUS. 3. G.C. TO COORDINATE WITH JANUS FOR ALL STORAGE DEMISING PARTITIONS.

"PS" DENOTES PUBLIC STORAGE; "GC" DENOTES GENERAL CONTRACTOR; "CM" DENOTES CONSTRUCTION MANAGER

1. FIRE SPRINKLERS 2. FIRE ALARM 3. ELEVATOR AND EQUIPMENT SHOP DRAWINGS. 4. STEEL STAIR SHOP DRAWINGS. 5. STORAGE UNITS AND LOCKERS. 6. METAL CANOPIES

1. FIRE SPRINKLERS 2. ELEVATOR AND EQUIPMENT 3. STRUCTURAL ITEMS PER STRUCTURAL DWGS. 4. MILLWORK 5. METAL CANOPIES. 6. FIRE ALARM 7. METAL STAIRS AND GUARDRAILS. 8. STOREFRONT

CODE INFORMATION APPLICABLE BUILDING CODES

ALLOWABLE AREA CALCULATION

2012 INTERNATIONAL BUILDING CODE 2012 UNIVERSAL MECHANICAL CODE 2012 UNIVERSAL PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE / 2009 INTERNATIONAL ELECTRICAL CONSEVATION CODE 2012 INTERNATIONAL FIRE CODE

BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE:

FIRE CODE:

BUILDING CLASSIFICATION / QUALIFICATION S1 - STORAGE M - MERCANTILE

OCCUPANCY GROUP: ACCESSORY:

II-B (FULLY SPRINKLERED)

CONSTRUCTION TYPE:

36'-4" / (3) STORIES ALLOWED BUILDING HEIGHT: (TABLE 503 & ONE STORY INCREASE PER SECTION 504.2)

BUILDING AREA (AREA A):

SUBMITTALS

FIRST FLOOR (S1): FIRST FLOOR (M): SECOND FLOOR (S1): THIRD FLOOR (S1): TOTAL :

VICINITY MAP

47,314 S.F. 1,292 S.F. 48,516 S.F. 48,516 S.F. 145,638 S.F.

BUILDING AREA (AREA B):

GC SHALL REVIEW AND APPROVE PRIOR TO SUBMISSION TO ARCHITECT. 1. DOOR HARDWARE 2. SLIDING ENTRANCE DOOR 3. ROOF HATCH 4. STORM FILTERS 5. EXHAUST FANS 6. PLUMBING FIXTURES (WATER CLOSETS, LAVS, SERVICE SINKS.) 7. WATER HEATER 8. HVAC 9. LIGHTING FIXTURES 10. ELECTRICAL GEAR / PANELBOARD 11. LIGHTING CONTROLS, OCCUPANCY SENSORS. 12. ROOFING MATERIALS. 13. MASONRY. 14. STOREFRONT. 15. FLASHING / SHEET METAL. 16. SITE SUBMITTALS AS PER SITE-ADAPTATION. 17. LOW VOLTAGE. 18. CONCRETE. 19. REBAR. 20. EXTERIOR FINISHES PER SITE-ADAPTATION. 21. PAINT 22. STORAGE UNIT AND COMPONENTS BY JANUS (BY CM).

FIRST FLOOR (S1): SECOND FLOOR (S1): THIRD FLOOR (S1): TOTAL :

50,413 S.F. 50,317 S.F. 50,317 S.F. 151,047 S.F.

OCCUPANT LOADING / EXIT REQUIREMENT (AREA A): FIRST FLOOR (S1): 47,314 S.F. / 500 = 95 OCC x .20 = 19 in. FIRST FLOOR (M): 1,292 S.F. / 30 = 43 OCC. x .20 = 9 in. SECOND FLOOR (S1): 48,516 S.F. / 500 = 97 OCC. x .20 = 20 in. THIRD FLOOR (S1): 48,516 . S.F. / 500 = 97 OCC. x .20 = 20 in. TOTAL OCCUPANT LOAD = 332 OCC. TOTAL EXIT WIDTH REQUIRED = 68 in.

OCCUPANT LOADING / EXIT REQUIREMENT (AREA B): SITE LOCATION

UNIT MIX MATRIX

(BUILDING CODE SUMMARY FOR 3-STORY SELF STORAGE)

FIRST FLOOR (S1): 50,413 S.F. / 500 = 101 OCC x .20 = 20 in. SECOND FLOOR (S1): 50,317 S.F. / 500 = 101 OCC. x .20 = 20 in. THIRD FLOOR (S1): 50,317 . S.F. / 500 = 101 OCC. x .20 = 20 in. TOTAL OCCUPANT LOAD = 303 OCC. TOTAL EXIT WIDTH REQUIRED = 60 in.

W= WIDTH OF OPEN SPACE (MAX 30 FT): 30' I = [715'-10"/715'-10" - 0.25] 30/30 I = 0.75 A = {17,500 + [17,500 X .75] + [17,500 X 2] } = 65,625 S.F. PER FLOOR ALLOWABLE FOR (3) FLOORS = 65,625 S.F. x (3) FLOORS = 196,875 S.F.

BUILDING AREA QUALIFICATION (SECT. 506.2 & EQUATION 5-1): ALLOWABLE FLOOR AREA/FLOOR: II-B = 17,500 S.F. (TABLE 503) = A

A = {A + [A x I ] + [A x I ] } ALLOWABLE AREA INCREASE: AUTOMATIC SPRINKLER SYSTEM (SECTION 506.3) 200% INCREASE OF ALLOWABLE FOR BUILDINGS WITH MORE THAN ONE STORY ABOVE GRADE: I = 2

DATE OF PS APPROVAL: 06-24-16

- ARCHITECT TO VALIDATE MATRIX REFLECTING THIS PLAN CONTENT. - CM TO VALIDATE THIS MATRIX WITH PS; HENRY GO (818) 244-8080 X1656 FOR PS APPROVAL @ 60%. - JANUS TO VALIDATE SHOP DRAWINGS WITH MATRIX.

NEW BUILDING (AREA B) SQUARE FOOTAGE IS IN COMPLIANCE: 151,047 S.F. < 196,875 S.F.

PARKING REQUIRMENT PARKING REQUIRED: 1 SPACE PER 50 STORAGE UNITS OR BAYS 2,570 UNITS/50 = 52 SPACES PARKING PROVIDED:

BY: ___________________

(52) STANDARD STALLS (19'x9') (3) ADA STALLS

PRINCIPAL IN CHARGE

60% SET: 09/23/16

GC SHALL REVIEW AND APPROVE EACH SHOP DRAWINGS AND SUBMITTAL PRIOR TO SUBMISSION TO ARCHITECT.

CITY DEFERRED SUBMITTAL

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

ALLOWABLE AREA INCREASE: FRONTAGE INCREASE (SECTION 506.2) I = [F/P - 0.25] W/30

AREA A: F= LF THAT FRONTS PUBLIC WAY: 695'-10" F (NORTH) = 0'-0" F (EAST) = 251'-6" F (SOUTH) = 192'-10" F (WEST) = 251'-6" P= LF OF BUILDING PERIMETER: 695'-10" W= WIDTH OF OPEN SPACE (MAX 30 FT): 30' I = [695'-10"/695'-10" - 0.25] 30/30 I = 0.75

CLASS

SMALL

MEDIUM

1,374 (54%)

877 (34%)

LARGE

A = {17,500 + [17,500 X .75] + [17,500 X 2] } = 65,625 S.F. PER FLOOR ALLOWABLE FOR (3) FLOORS = 61,775 S.F. x (3) FLOORS = 196,875 S.F. CLASS TOTALS /%:

NEW BUILDING (AREA A) SQUARE FOOTAGE IS IN COMPLIANCE: 145,638 S.F. < 196,875 S.F.

AREA B: F= LF THAT FRONTS PUBLIC WAY: 715'-10" F (NORTH) = 192'-10" F (EAST) = 261'-6" F (SOUTH) = 0'-0" F (WEST) = 261'-6" P= LF OF BUILDING PERIMETER: 715'-10"

319 (13%)

ACCESSIBLE STORAGE UNITS ADA UNITS REQUIRED: 10 + (0.02 x 2570) = 61.4 TOTAL REQUIRED = 62 UNITS DISPERSAL OF ADA UNITS: UNITS SHALL BE DISPERSED THROUGHOUT THE VARIOUS CLASSES (SMALL, MEDIUM, LARGE) OF UNITS PROVIDED SMALL: 54% x 62 MEDIUM: 34% x 62 LARGE: 13% x 62

COVER SHEET CODES

SAY 34 UNITS SAY 21 UNITS SAY 8 UNITS

16036 09.23.16

SEE SHEET G1.02 FOR EGRESS REQUIREMENT & CALCULATIONS

DATE

PROTOTYPE: 3-STORY

SHOP DRAWINGS

CV.01

CONSTRUCTION DOCUMENT LIST

LANDSCAPE DISCIPLINE ARCHITECTURAL

A0.01 A0.02 A0.03 A0.04 A1.01A A1.01B A1.02A A1.02B A1.03A A1.03B A1.04A A1.04B A2.01

ARCHITECTURAL SITE PLAN ARCHITECTURAL SITE PLAN DETAILS ARCHITECTURAL SITE PLAN DETAILS ARCHITECTURAL SITE PLAN DETAILS FIRST FLOOR PLAN - AREA A FIRST FLOOR PLAN - AREA B SECOND FLOOR PLAN - AREA A SECOND FLOOR PLAN - AREA B THIRD FLOOR PLAN - AREA A THIRD FLOOR PLAN - AREA B ROOF PLAN - AREA A ROOF PLAN - AREA B EXTERIOR ELEVATIONS

60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL

09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

A3.11 A3.12

WALL SECTIONS WALL SECTIONS

60% SUBMITTAL 60% SUBMITTAL

09-23-16 09-23-16

A4.01 A4.02 A4.03 A4.04 A4.05 A4.06 A4.07 A4.08 A5.01A A5.01B A5.02A A5.02B A5.03A A5.03B A6.01 A6.02 A6.10 A6.20

ENLARGED LOBBY PLAN ENLARGED LOBBY PLAN ENLARGED OFFICE PLAN OFFICE INTERIOR ELEVATIONS LOBBY INTERIOR ELEVATIONS LOBBY INTERIOR ELEVATIONS ENLARGED TOILET ROOM PLANS AND ELEVATIONS MILLWORK SECTIONS & DETAILS FIRST FLOOR REFLECTED CEILING PLANS - AREA A FIRST FLOOR REFLECTED CEILING PLANS - AREA B SECOND FLOOR REFLECTED CEILING PLAN - AREA A SECOND FLOOR REFLECTED CEILING PLAN - AREA B THIRD FLOOR REFLECTED CEILING PLAN - AREA A THIRD FLOOR REFLECTED CEILING PLAN - AREA B STAIR PLANS AND SECTIONS STAIR PLANS AND SECTIONS STAIR DETAILS ELEVATOR PLANS, SECTION, AND DETAILS

60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL

09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

A7.03

WINDOW TYPES & SCHEDULES

60% SUBMITTAL

09-23-16

PLUMBING LEGEND SCHEDULES AND NOTES PLUMBING SCHEDULES PLUMBING DETAILS OVERALL BUILDING PLAN - FIRST FLOOR ENLARGED WATER, WASTE, AND VENT PLANS OVERALL BUILDING PLAN - ROOF

E0.01 E0.02 E0.03 E1.01 E2.01 E2.02 E2.03 E2.04 E2.05 E2.06 E2.07 E2.08 E3.01 E3.02 E3.03 E3.04 E3.05 E3.06 E4.01

ELECTRICAL SYMBOLS AND FIXTURE SCHEDULE ELECTRICAL DETAILS POWER AND FIRE RISERS AND PANEL SCHEDULES SITE ELECTRICAL PLAN FIRST FLOOR ELECTRICAL POWER & LIGHTING PLAN AREA A FIRST FLOOR ELECTRICAL POWER & LIGHTING PLAN AREA B SECOND FLOOR ELECTRICAL POWER & LIGHTING PLAN AREA A SECOND FLOOR ELECTRICAL POWER & LIGHTING PLAN AREA B THIRD FLOOR ELECTRICAL POWER & LIGHTING PLAN AREA A THIRD FLOOR ELECTRICAL POWER & LIGHTING PLAN AREA B ROOF PLAN - POWER AREA A ROOF PLAN - POWER AREA B FIRST FLOOR LOW VOLTAGE PLAN AREA A FIRST FLOOR LOW VOLTAGE PLAN AREA B SECOND FLOOR LOW VOLTAGE PLAN AREA A SECOND FLOOR LOW VOLTAGE PLAN AREA B THIRD FLOOR LOW VOLTAGE PLAN AREA A THIRD FLOOR LOW VOLTAGE PLAN AREA B ENLARGED ELECTRICAL PLANS

Sheet Name

Current Revision

Current Revision Description 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL

Current Revision Date 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016

Public Storage, Inc.

09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

Sheet Number P0.01 P0.02 P0.03 P1.01 P1.02 P1.03

701 Western Avenue, Glendale, CA 91201

PUBLIC STORAGE STANDARD INTERIOR ELEVATIONS AND SECTIONS

60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL

Current Revision Date 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PARTITION TYPES UL ASSEMBLIES UL ASSEMBLIES COMPLIANCE CERTIFICATES

Current Revision Description 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL 60% SUBMITTAL

PUBLIC STORAGE

COVER SHEET / BUILDING CODE SUMMARY DRAWING LIST GENERAL NOTES TEXAS ACCESSIBILITY STANDARDS TEXAS ACCESSIBILITY STANDARDS

Current Revision

CIVIL DISCIPLINE

G2.01 G2.02 G2.03 G3.01 G4.01

Sheet Name

PLUMBING

Sheet Number CV.01 CV.02 G0.01 G1.01A G1.01B

3-STORY BUILDING (CONTINUE)

ELECTRICAL

GENERAL

3-STORY BUILDING

PRINCIPAL IN CHARGE

S1.01A S1.01B S1.02A S1.02B S1.03A S1.03B S1.04A S1.04B S2.00 S2.01 S3.00 M0.01 M0.02 M1.01 M1.02 M1.03 M1.04 M1.05 M1.06 M1.07 M1.08 M2.01

FOUNDATION PLAN - AREA A FOUNDATION PLAN - AREA B LEVEL 02 FRAMING PLAN - AREA A LEVEL 02 FRAMING PLAN - AREA B LEVEL 03 FRAMING PLAN - AREA A LEVEL 03 FRAMING PLAN - AREA B ROOF FRAMING PLAN - AREA A ROOF FRAMING PLAN - AREA B GENERAL NOTES & SCHEDULES PLAN NOTES TYPICAL FOUNDATION DETAILS HVAC LEGEND SCHEDULE AND NOTES HVAC DETAILS FIRST FLOOR MECHANICAL PLAN - AREA A FIRST FLOOR MECHANICAL PLAN - AREA B SECOND FLOOR MECHANICAL PLAN - AREA A SECOND FLOOR MECHANICAL PLAN - AREA B THIRD FLOOR MECHANICAL PLAN - AREA A THIRD FLOOR MECHANICAL PLAN - AREA B ROOF PLAN - MECHANICAL - AREA A ROOF PLAN - MECHANICAL - AREA B MECHANICAL OFFICE AND LOBBY PLAN

09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16 09-23-16

PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

PROTOTYPE: 3-STORY

MECHANICAL

STRUCTURAL

60% SET: 09/23/16

DRAWING LIST

16036 09.23.16

CV.02

403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum. EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum.

2030

24 max

22 min 560

24 min 610

610

48 min

24 min

685

54 min

610

24 min 610

(b) parallel

Figure 305.5 Position of Clear Floor or Ground Space 305.6 Approach. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. 305.7 Maneuvering Clearance. Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance with 305.7.1 and 305.7.2.

9 230

36 min 915

Figure 305.7.1 Maneuvering Clearance in an Alcove, Forward Approach

(a) elevation Figure 306.2 Toe Clearance

6 max

17-25

150

430-635

(b) plan

760

30 min

610

X > 24

305.7.1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum where the depth exceeds 24 inches (610 mm).

306.2 Toe Clearance. 306.2.1 General. Space under an element between the finish floor or ground and 9 inches (230mm) above the finish floor or ground shall be considered toe clearance and shall comply with 306.2. 306.2.2 Maximum Depth. Toe clearance shall extend 25 inches (635 mm) maximum under an element. 306.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (430 mm) minimum under the element. 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the finish floor or ground shall not be considered toe clearance. 306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum.

1220

380

15 min

>20-25 max

510

510-635

X < 48

1220

(b) 180 degree turn (Exception)

403.5.3 Passing Spaces. An accessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum. Passing spaces shall be either: a space 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum; or, an intersection of two walking surfaces providing a T-shaped space complying with 304.3.2 where the base and arms of the T-shaped space extend 48 inches (1220 mm) minimum beyond the intersection.

404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 404.2.4.2. Table 404.2.4.2. Maneuvering Clearances at Doorways without Doors or Gates, Manual Sliding Doors, and Manual Folding Doors Minimum Maneuvering Clearance Parallel to Doorway Approach Direction Perpendicular to Doorway (beyond stop/latch side unless noted) From Front 48 inches (1220 mm) 0 inches (0 mm) 42 inches (1065 mm) 0 inches (0 mm) From pocket/hinge side 42 inches (1065 mm) From stop/latch side 42 inches (1065 mm) 24 inches (610 mm) 1. Doorway with no door only. 2. Beyond pocket/hinge side.

403.6 Handrails. Where handrails are provided along walking surfaces with running slopes not steeper than 1:20 they shall comply with 505. 404 Doors, Doorways, and Gates 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with404. EXCEPTION: Doors, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7. 404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates intended for user passage shall comply with 404.2.

(a) front approach

(b) side approach

404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. Figure 308.2.2 Obstructed High Forward Reach 308.3 Side Reach. 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. EXCEPTIONS: 1. An obstruction shall be permitted between the clear floor or ground space and the element where the depth of the obstruction is 10 inches (255 mm) maximum. 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs.

1220

1525

915

404.2.2 Double-Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4. 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm). EXCEPTIONS: 1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear width shall be permitted for the latch side stop. 2. Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground.

22 min 560

1065

(a) forward

20 max

915

1065

760

306 Knee and Toe Clearance 306.1 General. Where space beneath an element is included as part of clear floor or ground space or turning space, the space shall comply with 306. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space.

1065

42 min

30 min

1065

Figure 404.2.4.1 Maneuvering Clearances at Manual Swinging Doors and Gates

1065

1220

1120

Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach

44 max

48 min

1220

1525

36 min

Figure 403.5.2 Clear Width at Turn

308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635mm) maximum.

48 max

60 min

36 min

(a) 180 degree turn

Figure 308.2.1 Unobstructed Forward Reach

760

30 min

1220

380

305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depthexceeds 15 inches (380 mm). X > 15

305.5 Position. Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element.

Figure 305.7.1 Maneuvering Clearance in an Alcove, Forward Approach

48 max

915

42 min

48 min

Figure 305.3 Clear Floor or Ground Space

42 min

36 min

(k) latch approach, push side, door provided with closer

1220

308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with 306.

60 min

307.5 Required Clear Width. Protruding objects shall not reduce the clear width required for accessible routes.

48 min

2030

X < 80

685

27 max

610

308 Reach Ranges 308.1 General. Reach ranges shall comply with 308.

760

30 min

1220

(j) latch approach, push side

24 min

Figure 307.4 Vertical Clearance

1525

Figure 405.7 Ramp Landings

Public Storage, Inc.

405.7.2 Width. The landing clear width shall be at least as wide as the widest ramp run leading to the landing.

405.7.4 Change in Direction. Ramps that change direction between runs at landings shall have a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) min. 405.7.5 Doorways. Where doorways are located adjacent to a ramp landing, maneuvering clearances required by 404.2.4 and 404.3.2 shall be permitted to overlap the required landing area. 405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with 505. EXCEPTION: Within employee work areas, handrails shall not be required where ramps that are part of common use circulation paths are designed to permit the installation of handrails complying with 505. Ramps not subject to the exception to 405.5 shall be designed to maintain a 36 inch (915mm) minimum clear width when handrails are installed. 405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of ramp runs and at each side of ramp landings. EXCEPTIONS: 1. Edge protection shall not be required on ramps that are not required to have handrails and have sides complying with 406.3. 2. Edge protection shall not be required on the sides of ramp landings serving an adjoining ramp run or stairway. 3. Edge protection shall not be required on the sides of ramp landings having a

1220

48 min

404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position.

405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail complying with 505.

12 min

305

Figure 405.9.1 Extended Floor or Ground Surface Edge Protection (i) latch approach, pull side, door provided with closer

42 min

X > 24

48 min

403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn. EXCEPTION: Where the clear width at the turn is 60 inches (1525 mm) minimum compliance with 403.5.2 shall not be required.

1220

305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 305.3 Size. The clear floor or ground space shall be 30 inches (760 mm) minimum by 48 inches (1220 mm) minimum.

1220

404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum.

Figure 403.5.1 Clear Width of an Accessible Route

Figure 307.2 Limits of Protruding Object

(b) change in direction

horizontally of the min. landing area specified in 405.7.

(h) latch approach, pull side

(g) hinge approach, push side, door provided with both closer and latch

1220

404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum.

24 max

610

(a) straight

24 min 610

(d) stop or latch approach

Figure 404.2.4.2 Maneuvering Clearances at Doorways Without Doors, Sliding Doors, Gates, and Folding Doors 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate.

404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be capped. EXCEPTIONS: 1. Sliding doors shall not be required to comply with 404.2.10. 2. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to meet the 10 inch (255mm) bottom smooth surface height requirement. 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not be required to comply with 404.2.10. 4. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the finish floor or ground shall not be required to provide smooth surfaces complying with 404.2.10 provided that if added kick plates are installed, cavities created by such kick plates are capped. 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches (1090 mm) maximum above the finish floor. EXCEPTION: Vision lights with the lowest part more than 66 inches (1675 mm) from the finish floor or ground shall not be required to comply with 404.2.11. 404.3 Automatic and Power-Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full-powered automatic doors shall comply with ANSI/BHMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 404.3.1 Clear Width. Doorways shall provide a clear opening of 32 inches (815 mm) minimum in power-on and power-off mode. The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in the open position. 404.3.2 Maneuvering Clearance. Clearances at power-assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. EXCEPTION: Where automatic doors and gates remain open in the power-off condition,compliance with 404.2.4 shall not be required.

405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4 inch (100 mm) diameter sphere, where any portion of the sphere is within 4 inches (100 mm) of the finish floor or ground surface.

X<4 100

Figure 405.9.2 Curb or Barrier Edge Protection 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the accumulation of water. 406.1 General. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and405.10. 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level. adjoining surface maximum slope

curb ramp slope

Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps 406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1:10. flared sides 1:10 max slope

slope

404.3.4 Doors in Series and Gates in Series. Doors in series and gates in series shall comply with 404.2.6. 404.3.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. 404.3.6 Break Out Opening. Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches (815mm) minimum when operated in emergency mode. EXCEPTION: Where manual swinging doors and gates comply with 404.2 and serve the same means of egress compliance with 404.3.6 shall not be required. 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route.

406.4 Landings. Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing. EXCEPTION: In alterations, where there is no landing at the top of curb ramps, curb ramp flares shall be provided and shall not be steeper than 1:12.

36 min 915

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

slope

Figure 406.3 Sides of Curb Ramps 404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with 404.2.5.

PRINCIPAL IN CHARGE

60% SET: 09/23/16

307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum above the finish floor or ground. EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground.

48 min

305 Clear Floor or Ground Space 305.1 General. Clear floor or ground space shall comply with 305.

48 min

404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. EXCEPTIONS: 1. Existing locks shall be permitted in any location at existing glazed doors without stiles, existing overhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom rail. 2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self-latching devices at 54 inches (1370 mm) maximum above the finish floor or ground provided the self-latching devices are not also selflocking devices and operated by means of a key, electronic opener, or integral combination lock.

560

1065

(b)

1525

60 min

22 min

42 min

305

48 min

Figure 404.2.6 Doors in Series and Gates in Series

1220

X > 12

Figure 307.3 Post-Mounted Protruding Objects

80 304.4 Door Swing. Doors shall be permitted to swing into turning spaces.

landing

405.7.1 Slope. Landings shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted.

(c)

(f) hinge approach, push side

48 min

305

(e) hinge approach, pull side

403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5. EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed.

1220

305

100

307.3 Post-Mounted Objects. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 inches (305 mm) maximum when located 27 inches (685 mm) minimum and 80 inches (2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground. EXCEPTION: The sloping portions of handrails serving stairs and ramps shall not be required to comply with 307.3.

ramp run

701 Western Avenue, Glendale, CA 91201

1065

48 min

12 max

(a)

610

Figure 304.3.2 T-Shaped Turning Space

landing

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

42 min

1370

305

12 max

305

ramp run

PUBLIC STORAGE

403 Walking Surfaces 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403.

X 12 min

915

12 min

landing

60 min

1170

46 max

34 max

865

48 min 1220

(d) hinge approach, pull side

base

36 min

1525

60 min

48 max

1220

915

4 max

X > 27

1525

60 min

610

48 min

80 685

X > 12

1525

arm

X > 27

307 Protruding Objects 307.1 General. Protruding objects shall comply with 307. 307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path. EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (115 mm) maximum.

1525

405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum.

403.4 Changes in Level. Changes in level shall comply with 303.

60 min

48 min

402.1 General. Accessible routes shall comply with 402. 402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4.

(b)

1220

915

403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.

(b) plan

Figure 306.3 Knee Clearance

304.3.2 T-Shaped Space. The turning space shall be a T-shaped space within a 60 inch (1525 mm) square minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with 306 only at the end of either the base or one arm.

36 min

54 min

(a) elevation

305

403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302.

635

280

60 min

1525

at least as wide as curb ramp

PROTOTYPE: 3-STORY

25 max 11 min

60 min

1525

1220

(a)

1065

760

30 min

230

36 min

304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with 306.

9 min

Figure 307.2 Limits of Protruding Object

815

304.3 Size. Turning space shall comply with 304.3.1 or 304.3.2.

685

304.2 Floor or Ground Surfaces. Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Advisory 304.2 Floor or Ground Surface Exception. As used in this section, the phrase "changes in level" refers to surfaces with slopes and to surfaces with abrupt rise exceeding that permitted in Section 303.3. Such changes in level are prohibited in required clear floor and ground spaces, turning spaces, and in similar spaces where people using wheelchairs and other mobility devices must park their mobility aids such as in wheelchair spaces, or maneuver to use elements such as at doors, fixtures, and telephones. The exception permits slopes not steeper than 1:48.

205

27 min

304 Turning Space 304.1 General. Turning space shall comply with 304.

8 min

60 min

48 min

42 min

306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum.

405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run. Landings shall comply with 405.7.

at least as wide as ramp run

(b) front approach, push side

401 General 401.1 Scope. The provisions of Chapter 4 shall apply where required by Chapter 2 or where referenced by a requirement in this document. 402 Accessible Routes

32 min

Figure 303.3 Beveled Change in Level 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with 405 or 406.

12 min

09.23.2016

405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum.

404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space.

445

(a) front approach, pull side

309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. EXCEPTION: Gas pump nozzles shall not be required to provide operable parts that have an activating force of 5 pounds (22.2 N) maximum.

36 min

6.4

685

1/4

306.3.3 Minimum Required Depth . Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish floor or ground. 306.3.4 Clearance Reduction . Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in height.

404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303. EXCEPTION: Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5.

405.4 Floor or Ground Surfaces. Floor or ground surfaces of ramp runs shall comply with 302. Changes in level other than the running slope and cross slope are not permitted on ramp runs. 405.5 Clear Width. The clear width of a ramp run and, where handrails are provided, the clear width between handrails shall be 36 inches (915 mm) minimum. EXCEPTION: Within employee work areas, the required clear width of ramps that are a part of common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed.

309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided.

27 max

404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. EXCEPTIONS: 1. Slopes not steeper than 1:48 shall be permitted. 2. Changes in level at thresholds complying with 404.2.5 shall be permitted.

18 min

309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308.

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48.

Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates

(b)

309 Operable Parts 309.1 General. Operable parts shall comply with 309.

27-80

205

Table 405.2 Maximum Ramp Slope and Rise for Existing Sites, Buildings, and Facilities Maximum Rise Steeper than 1:10 but not steeper than 1:8 3 inches (75 mm) Steeper than 1:12 but not steeper than 1:10 6 inches (150 mm) 1. A slope steeper than 1:8 is prohibited.

ramp run

306.3 Knee Clearance. 306.3.1 General. Space under an element between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3.

685-2030

303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2. 1/4 1/2 2 6.4

255-610

Figure 308.3.2 Obstructed High Side Reach

100

306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground.

Figure 303.2 Vertical Change in Level

255

(a)

4 max

Figure 306.2 Toe Clearance

> 10-24 max

X>8

1370

(b) plan

10 max

(b) push side

305

Minimum Maneuvering Clearance Perpendicular Parallel to to Doorway Doorway (beyond latch side unless noted)

Door or Gate Side

1525

430-635

405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12. EXCEPTION: In existing sites, buildings, and facilities, ramps shall be permitted to have running slopes steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations.

12 min

From front Pull 60 inches (1525 mm) 18 inches (455 mm) From front Push 48 inches (1220 mm) From hinge side Pull 60 inches (1525 mm) 36 inches (915 mm) From hinge side Pull 54 inches (1370 mm) 42 inches (1065 mm) From hinge side Push From latch side Pull 48 inches (1220 mm)4 24 inches (610 mm) From latch side Push 42 inches (1065 mm)4 24 inches (610 mm) 1. Add 12 inches (305 mm) if closer and latch are provided. 2. Add 6 inches (150 mm) if closer and latch are provided. 3. Beyond hinge side. 4. Add 6 inches (150 mm) if closer is provided.

60 min

150

(a) elevation

2030

6.4

17-25

80 min

1/4 max

6 max

2030

303 Changes in Level 303.1 General. Where changes in level are permitted in floor or ground surfaces, they shall comply with 303. EXCEPTIONS: 1. Animal containment areas shall not be required to comply with 303. 2. Areas of sport activity shall not be required to comply with 303. 303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical.

380

(b) plan 1220

(a) elevation

307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path. EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (115 mm) maximum.

Figure 302.3 Elongated Openings in Floor or Ground Surfaces

Type of Use Approach Direction

405 Ramps 405.1 General. Ramps on accessible routes shall comply with 405. EXCEPTION: In assembly areas, aisle ramps adjacent to seating and not serving elements required to be on an accessible route shall not be required to comply with 405.

205

Table 404.2.4.1. Maneuvering Clearances at Manual Swinging Doors and Gates

635

34 max

230

404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door. 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying with Table 404.2.4.1.

1220

25 max

307 Protruding Objects 307.1 General. Protruding objects shall comply with 307.

760

30 min

1/2 max

arm

230

308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. EXCEPTIONS: 1. The top of washing machines and clothes dryers shall be permitted to be 36 inches (915 mm) maximum above the finish floor. 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs.

Figure 306.3 Knee Clearance 9

915

205

280

X>8

(a) pull side

Figure 308.3.1 Unobstructed Side Reach

48 max

long dimension perpendicular to dominant direction of travel

24 min 36 min

8 min

11 min

445

(b) sliding door

Figure 404.2.3 Clear Width of Doorways

815

dominant direction of travel

306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum.

9 min

815

X>8

255

32 min

302.3 Openings. Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.

306.3.4 Clearance Reduction . Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in height.

32 min

815

(a) hinged door

865

Figure 302.2 Carpet Pile Height

32 min

815

18 min

10 max

915

Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach

760

1/2 max

1525

27 min

302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 303.

60 min

32 min

205

30 min

302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. EXCEPTIONS: 1. Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, and slip resistant. 2. Areas of sport activity shall not be required to comply with 302.

306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground.

685

X > 15

302 Floor or Ground Surfaces

15 min

305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depthexceeds 15 inches (380 mm).

380

301 General 301.1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced by a requirement in this document.

TEXAS ACCESSIBILITY STANDARDS Figure 406.4 Landings at the Top of Curb Ramps 406.5 Location. Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides.

16036 09.23.16

G1.01A

1065

407.2.2.4 Differentiation. Each destination-oriented elevator in a bank of elevators shall have audible and visible means for differentiation. 407.2.3 Hoistway Signs. Signs at elevator hoistways shall comply with 407.2.3.

2 min

407.2.3.1 Floor Designation. Floor designations complying with 703.2 and 703.4.1 shall be provided on both jambs of elevator hoistway entrances. Floor designations shall be provided in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum. A tactile star shall be provided on both jambs at the main entry level.

Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances

2 C

2 min

407.2.3.2 Car Designations. Destination-oriented elevators shall provide tactile car identification complying with 703.2 on both jambs of the hoistway immediately below the floor designation. Car designations shall be provided in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum.

Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator Hoistway Entrances

305

1065

42 min

100

4 max

56 min

1420

150

66 min

1675

6 min

604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. EXCEPTIONS: 1. A water closet in a toilet room for a single occupant accessed only through a private office and not for common use or public use shall not be required to comply with 604.4. 2. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (380mm) minimum and 19 inches (485 mm) maximum above the finish floor measured to the top of the seat. 604.5 Grab Bars. Grab bars for water closets shall comply with 609. Grab bars shall be provided onthe side wall closest to the water closet and on the rear wall. EXCEPTIONS: 1. Grab bars shall not be required to be installed in a toilet room for a single occupant accessed only through a private office and not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 604.5. 2. In residential dwelling units, grab bars shall not be required to be installed in toilet or bathrooms provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 604.5. 3. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding cells that are specially designed without protrusions for purposes of suicide prevention. 604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. 54 min 1370 12 max

150

(a) elevation adult

(b) elevation children

Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance 604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided and shall be located on the wall closest to the water closet. In addition, a rear-wall grab bar complying with 604.5.2 shall be provided. 604.8.2 Ambulatory Accessible Compartments. Ambulatory accessible compartments shall comply with 604.8.2. 604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60 inches (1525 mm) minimum and a width of 35 inches (890 mm) minimum and 37 inches (940 mm) maximum. 604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404, except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum. The door shall be selfclosing. A door pull complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area. 604.8.2.3 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided on both sides of the compartment.

35-37

305

890-940

42 min

32 min

Figure 505.10.2 Top Handrail Extension at Stairs

51 min

36 min

1295

915

36 min

1370

54 min

1295

51 min

15 sq ft min

915

36 min 915

(d) any door location

36 min 915

1370

16 sq ft min

54 min

(b) Exception 1

Figure 408.4.1 Limited-Use/Limited-Application (LULA) Elevator Car Dimensions 408.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302 and 303. 408.4.3 Platform to Hoistway Clearance. The platform to hoistway clearance shall comply with 407.4.3. 408.4.4 Leveling. Elevator car leveling shall comply with 407.4.4.

(e) Exception existing elevator car configuration

Figure 407.4.1 Elevator Car Dimensions 407.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302 and 303. 407.4.3 Platform to Hoistway Clearance. The clearance between the car platform sill and the edge of any hoistway landing shall be 1 1/4 inch (32 mm) maximum 407.4.4 Leveling. Each car shall be equipped with a self-leveling feature that will automatically bring and maintain the car at floor landings within a tolerance of 1/2 inch (13 mm) under rated loading to zero loading conditions 407.4.5 Illumination. The level of illumination at the car controls, platform, car threshold and car landing sill shall be 5 foot candles (54 lux) minimum

407.4.6.1 Location. Controls shall be located within one of the reach ranges specified in 308. EXCEPTIONS: 1. Where the elevator panel serves more than 16 openings and a parallel approach is provided, buttons with floor designations shall be permitted to be 54 inches (1370 mm) maximum above the finish floor. 2. In existing elevators, car control buttons with floor designations shall be permitted to be located 54 inches (1370 mm) maximum above the finish floor where a parallel approach is provided. 407.4.6.2 Buttons. Car control buttons with floor designations shall comply with 407.4.6.2 and shall be raised or flush. EXCEPTION: In existing elevators, buttons shall be permitted to be recessed. 407.4.6.2.1 Size. Buttons shall be 3/4 inch (19 mm) minimum in their smallest dimension. 407.4.6.2.2 Arrangement. Buttons shall be arranged with numbers in ascending order. When two or more columns of buttons are provided they shall read from left to right 407.4.6.3 Keypads. Car control keypads shall be in a standard telephone keypad arrangement and shall comply with 407.4.7.2. 407.4.6.4 Emergency Controls. Emergency controls shall comply with 407.4.6.4 407.4.6.4.1 Height. Emergency control buttons shall have their centerlines 35 inches (890 mm) minimum above the finish floor. 407.4.6.4.2 Location. Emergency controls, including the emergency alarm, shall be grouped at the bottom of the panel. 407.4.7 Designations and Indicators of Car Controls. Designations and indicators of car controls shall comply with 407.4.7. EXCEPTION: In existing elevators, where a new car operating panel complying with 407.4.7 is provided, existing car operating panels shall not be required to comply with 407.4.7. 407.4.7.1 Buttons. Car control buttons shall comply with 407.4.7.1. 407.4.7.1.1 Type. Control buttons shall be identified by tactile characters complying with 703.2.

408.4.5 Illumination. Elevator car illumination shall comply with 407.4.5. 408.4.6 Car Controls. Elevator car controls shall comply with 407.4.6. Control panels shall be centered on a side wall. 408.4.7 Designations and Indicators of Car Controls. Designations and indicators of car controls shall comply with 407.4.7. 408.4.8 Emergency Communications. Car emergency signaling devices complying with 407.4.9 shall be provided. 409 Private Residence Elevators - Section omitted 410 Platform Lifts 410.1 General. Platform lifts shall comply with ASME A18.1 (1999 edition or 2003 edition)(incorporated by reference, see "Referenced Standards" in Chapter 1). Platform lifts shall not be attendant-operated and shall provide unassisted entry and exit from the lift. 410.2 Floor Surfaces. Floor surfaces in platform lifts shall comply with 302 and 303. 410.3 Clear Floor Space. Clear floor space in platform lifts shall comply with 305. 410.4 Platform to Runway Clearance. The clearance between the platform sill and the edge of any runway landing shall be 1 inch (32 mm) maximum. 410.5 Operable Parts. Controls for platform lifts shall comply with 309. 410.6 Doors and Gates. Platform lifts shall have low-energy power-operated doors or gates complying with 404.3. Doors shall remain open for 20 seconds minimum. End doors and gates shall provide a clear width 32 inches (815 mm) minimum. Side doors and gates shall provide a clear width 42 inches (1065 mm) minimum. EXCEPTION: Platform lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self-closing manual doors or gates. 32 min

503.4 Floor and Ground Surfaces. Vehicle pull-up spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the passenger loading zone, and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches (2895 mm) minimum. 504 Stairways 504.1 General. Stairs shall comply with 504. 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shall be 11 inches (280 mm) deep minimum. 504.3 Open Risers. Open risers are not permitted. 504.4 Tread Surface. Stair treads shall comply with 302. Changes in level are not permitted. EXCEPTION: Treads shall be permitted to have a slope not steeper than 1:48. 504.5 Nosings. The radius of curvature at the leading edge of the tread shall be 1/2 inch (13 mm)maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 1 1/2 inches (38 mm) maximum over the tread below. max 13

platform

Figure 410.6 Platform Lift Doors and Gates 501 General 501.1 Scope. The provisions of Chapter 5 shall apply where required by Chapter 2 or where referenced by a requirement in this document 502 Parking Spaces 502.1 General. Car and van parking spaces shall comply with 502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings. EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle.

(a) radius of tread edge (typical for all profiles)

96 min

132 min

2440

3350

(a) car

(b) van

Figure 502.2 Vehicle Parking Spaces

Note: X = tread depth

Figure 505.10.3 Bottom Handrail Extension at Stairs 601 General 601.1 Scope. The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced by a requirement in this document. 602 Drinking Fountains 602.1 General. Drinking fountains shall comply with 307 and 602. 602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned for a forward approach and centered on the unit. Knee and toe clearance complying with 306 shall be provided. EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where the spout is 30 inches (760 mm) maximum above the finish floor or ground and is 3 1/2 inches (90 mm) maximum from the front edge of the unit, including bumpers. 602.3 Operable Parts. Operable parts shall comply with 309. 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground. 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers. 380

5 max 125

Figure 604.8.2 Ambulatory Accessible Toilet Compartment

Figure 604.5.1 Side Wall Grab Bar at Water Closets 604.5.2 Rear Wall. The rear wall grab bar shall be 36 inches (915 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610mm) minimum on the other side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered on the water closet, where wall space does not permit a length of 36 inches (915 mm) minimum due to the location of a recessed fixture adjacent to the water closet. 2. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to be split or shifted to the open side of the toilet area. 36 min 915 12 min 24 min 305

610

transfer side

Figure 604.5.2 Rear Wall Grab Bar at Water Closets 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220mm) maximum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow.

604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. 604.9 Water Closets and Toilet Compartments for Children's Use. Water closets and toilet compartments for children's use shall comply with 604.9. 604.9.1 Location. The water closet shall be located with a wall or partition to the rear and to one side. The centerline of the water closet shall be 12 inches (305 mm) minimum and 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (430mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Compartments shall be arranged for left-hand or right-hand approach to the water closet. 604.9.2 Clearance. Clearance around a water closet shall comply with 604.3. 604.9.3 Height. The height of water closets shall be 11 inches (280 mm) minimum and 17 inches (430 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 604.9.4 Grab Bars. Grab bars for water closets shall comply with 604.5. 604.9.5 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309.2 and 309.4 and shall be installed 36 inches (915 mm) maximum above the finish floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. 604.9.6 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) min and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 14 inches (355 mm) minimum and 19 inches (485mm) maximum above the finish floor. There shall be a clearance of 1 1/2 inches (38 mm) minimum below the grab bar. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. 604.9.7 Toilet Compartments. Toilet compartments shall comply with 604.8. 605 Urinals 605.1 General. Urinals shall comply with 605 605.2 Height and Depth. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches (430 mm) maximum above the finish floor or ground. Urinals shall be 13 1/2 inches (345 mm) deep minimum measured from the outer face of the urinal rim to the back of the fixture. 345

345

Figure 602.5 Drinking Fountain Spout Location (c) curved nosing

(d) beveled nosing

Figure 504.5 Stair Nosings 504.6 Handrails. Stairs shall have handrails complying with 505. 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water. 505 Handrails 505.1 General. Handrails provided along walking surfaces complying with 403, required at ramps complying with 405, and required at stairs complying with 504 shall comply with 505.

505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. EXCEPTION: In assembly areas, handrails on ramps shall not be required to be continuous in aisles serving seating. 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm) minimum and 38 inches (965 mm) maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces.

(a) (b) stairs ramps Figure 505.4 Handrail Heigh

505.5 Clearance. Clearance between handrail gripping surfaces and adjacent surfaces shall be 1 1/2 inches (38 mm) minimum. 38

Figure 505.5 Handrail Clearance

407.4.7.1.4 Visible Indicators. Buttons with floor designations shall be provided with visible indicators to show that a call has been registered. The visible indication shall extinguish when the car arrives at the designated floor.

502.2 Vehicle Spaces. Car parking spaces shall be 96 inches (2440 mm) wide minimum and van parking spaces shall be 132 inches (3350 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with 502.3. EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where the access aisle is 96 inches (2440 mm) wide minimum.

407.4.7.1.3 Symbols. The control button for the emergency stop, alarm, door open, door close, main entry floor, and phone, shall be identified with tactile symbols as shown in Table 407.4.7.1.3.

15 min (b) angled riser

505.2 Where Required. Handrails shall be provided on both sides of stairs and ramps. EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a handrail is provided at either side or within the aisle width.

815

407.4.7.1.2 Location. Raised character and braille designations shall be placed immediately to the left of the control button to which the designations apply. EXCEPTION: Where space on an existing car operating panel precludes tactile markings to the left of the controls, markings shall be placed as near to the control as possible.

407.4.7.2 Keypads. Keypads shall be identified by characters complying with 703.5 and shall be centered on the corresponding keypad button. The number five key shall have a single raised dot. The dot shall be 0.118 inch (3 mm) to 0.120 inch (3.05 mm) base diameter and in other aspects comply with Table 703.3.1. 407.4.8 Car Position Indicators. Audible and visible car position indicators shall be provided in elevator cars. 407.4.8.1 Visible Indicators. Visible indicators shall comply with 407.4.8.1. 407.4.8.1.1 Size. Characters shall be 1/2 inch (13 mm) high minimum. 407.4.8.1.2 Location. Indicators shall be located above the car control panel or above the door.

Figure 503.3 Passenger Loading Zone Access Aisle

505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight.

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

area to be marked

505.6 Gripping Surface. Handrail gripping surfaces shall be continuous 505.6 Gripping Surface. Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 1 1/2 inches (38 mm) minimum below the bottom of the handrail gripping surface. EXCEPTIONS: 1. Where handrails are provided along walking surfaces with slopes not steeper than 1:20, the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their entire length where they are integral to crash rails or bumper guards. 2. The distance between horizontal projections and the bottom of the gripping surface shall be permitted to be reduced by 1/8 inch (3.2 mm) for each 1/2 inch (13 mm) of additional handrail perimeter dimension that exceeds 4 inches (100 mm).

602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) high minimum and shall be located 5 inches (125 mm) maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches (75 mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (75 mm) and 5 inches (125 mm) maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) max. above the finish floor or ground. 603 Toilet and Bathing Rooms 603.1 General. Toilet and bathing rooms shall comply with 603. 603.2 Clearances. Clearances shall comply with 603.2. 603.2.1 Turning Space. Turning space complying with 304 shall be provided within the room. 603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. 603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors shall be permitted to swing into the required turning space. EXCEPTIONS: 1. Doors to a toilet room or bathing room for a single occupant accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space or clearance provided the swing of the door can be reversed to comply with 603.2.3. 2. Where the toilet room or bathing room is for individual use and a clear floor space complying with 305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any fixture. 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the finish floor or ground. 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. 604 Water Closets and Toilet Compartments 604.1 General. Water closets and toilet compartments shall comply with 604.2 through 604.8. EXCEPTION: Water closets and toilet compartments for children's use shall be permitted to comply with 604.9. 604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water closets shall be arranged for a left-hand or right-hand approach.

405-455

430-485

17 max 430 1220

(a) new construction

PUBLIC STORAGE

815

(a) (b) wall hung type stall type Figure 605.2 Height and Depth of Urinals

7-9 180-230

Figure 604.7 Dispenser Outlet Location 604.8 Toilet Compartments. Wheelchair accessible toilet compartments shall meet the requirements of 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604.8.2 and 604.8.3. 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply with 604.8.1. 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 56 inches (1420 mm) deep minimum for wall hung water closets and 59 inches (1500 mm) deep minimum for floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be 60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 59 inches (1500 mm) deep minimum for wall hung and floor mounted water closets measured perpendicular to the rear wall.

60 min 1525

(a) adult wall hung water closet

605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned for forwardapproach shall be provided. 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. 606 Lavatories and Sinks 606.1 General. Lavatories and sinks shall comply with 606. 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. EXCEPTIONS: 1. A parallel approach complying with 305 shall be permitted to a kitchen sink in a space where a cook top or conventional range is not provided and to wet bars. 2. A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private office and not for common use or public use shall not be required to provide knee and toe clearance complying with 306. 3. In residential dwelling units, cabinetry shall be permitted under lavatories and kitchen sinks provided that all of the following conditions are met: (a) the cabinetry can be removed without removal or replacement of the fixture; (b) the finish floor extends under the cabinetry; and (c) the walls behind and surrounding the cabinetry are finished. 4. A knee clearance of 24 inches (610 mm) minimum above the finish floor or ground shall be permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or counter surface is 31 inches (785 mm) maximum above the finish floor or ground. 5. A parallel approach complying with 305 shall be permitted to lavatories and sinks used primarily by children 5 years and younger. 6. The dip of the overflow shall not be considered in determining knee and toe clearances. 7. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance complying with 306.

60 min 1525

(b) adult floor mounted water closet and children's water closet

Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment 604.8.1.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404 except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4 inches (100 mm) maximum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches (100 mm) maximum from the front partition. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area.

ANSI 117.1 905 Storage Facilities. Accessible storage facilities shall comply with Section 905. 905.2 Clear Floor Space. A clear floor space complying with Section 305 shall be provided. 905.3 Height. Accessible storage elements shall comply with at least one of the reach ranges specified in Section 308. 905.4 Operable Parts. Operable parts of storage facilities shall comply with Section 309.

PRINCIPAL IN CHARGE

60% SET: 09/23/16

407.2.2.3 Audible Signals. Audible signals shall sound once for the up direction and twice for the down direction, or shall have verbal annunciators that indicate the direction of elevator car travel. Audible signals shall have a frequency of 1500 Hz maximum. Verbal annunciators shall have a frequency of 300 Hz minimum and 3000 Hz maximum. The audible signal and verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB, measured at the hall call button. EXCEPTIONS: 1. Destination-oriented elevators shall not be required to comply with 407.2.2.3 provided that the audible tone and verbal announcement is the same as those given at the call button or call button keypad. 2. Existing elevators shall not be required to comply with the requirements for frequency and dB range of audible signals.

12 min

6 min

305

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

PROTOTYPE: 3-STORY

Figure 407.2.2.2 Visible Hall Signals

505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beginning directly above the first riser nosing.Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight.

12 min

230

1525

Figure 604.3.2 (Exception) Overlap of Water Closet Clearance in Residential Dwelling Units

1525

407.4.6 Elevator Car Controls. Where provided, elevator car controls shall comply with 407.4.6 and309.4. EXCEPTION: In existing elevators, where a new car operating panel complying with 407.4.6 is provided, existing car operating panels shall not be required to comply with 407.4.6

1830

72 min

Figure 505.10.1 Top and Bottom Handrail Extension at Ramps

9 min 60 min

48 max

305

150

1065

407.2.2.2 Visible Signals. Visible signal fixtures shall be centered at 72 inches (1830 mm) minimum above the finish floor or ground. The visible signal elements shall be 2 1/2 inches (64 mm) minimum measured along the vertical centerline of the element. Signals shall be visible from the floor area adjacent to the hall call button. EXCEPTIONS: 1. Destination-oriented elevators shall be permitted to have signals visible from the floor area adjacent to the hoistway entrance. 2. Existing elevators shall not be required to comply with 407.2.2.2.

1370

60 min

407.2.1.6 Keypads. Where keypads are provided, keypads shall be in a standard telephone keypad arrangement and shall comply with 407.4.7.2. 407.2.2 Hall Signals. Hall signals, including in-car signals, shall comply with 407.2.2. 407.2.2.1 Visible and Audible Signals. A visible and audible signal shall be provided at each hoistway entrance to indicate which car is answering a call and the car's direction of travel. Where incar signals are provided, they shall be visible from the floor area adjacent to the hall call buttons. EXCEPTIONS: 1. Visible and audible signals shall not be required at each destination-oriented elevator where a visible and audible signal complying with 407.2.2 is provided indicating the elevator car designation information. 2. In existing elevators, a signal indicating the direction of car travel shall not be required.

503 Passenger Loading Zones 503.1 General. Passenger loading zones shall comply with 503. 503.2 Vehicle Pull-Up Space. Passenger loading zones shall provide a vehicular pull-up space 96 inches (2440 mm) wide minimum and 20 feet (6100 mm) long minimum. 503.3 Access Aisle. Passenger loading zones shall provide access aisles complying with 503 adjacent to the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way. 503.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches (1525 mm) wide minimum. 503.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. 503.3.3 Marking. Access aisles shall be marked so as to discourage parking in them.

curb line

42 min

EXCEPTIONS: 1. Destination-oriented elevators shall not be required to comply with 407.2.1.5 provided that visible and audible signals complying with 407.2.2 indicating which elevator car to enter are provided. 2. Existing elevators shall not be required to comply with 407.2.1.5.

1370

lift mechanism

407.2.1.4 Location. The call button that designates the up direction shall be located above the call button that designates the down direction. EXCEPTION: Destination-oriented elevators shall not be required to comply with 407.2.1.4. 407.2.1.5 Signals. Call buttons shall have visible signals to indicate when each call is registered and when each call is answered.

54 min

305

12 min

502.7 Relationship to Accessible Routes. Parking spaces and access aisles shall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes.

full length of vehicle pull-up space

1525

407.2.1.3 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided at call controls.

(b) side (off-centered) door

(a) centered door

60 min

407.2.1.2 Size. Call buttons shall be 3/4 inch (19 mm) min. in the smallest dimension. EXCEPTION: Existing elevator call buttons shall not be required to comply with 407.2.1.2.

915

1065

2030

407.2.1.1 Height. Call buttons and keypads shall be located within one of the reach ranges specified in 308, measured to the centerline of the highest operable part. EXCEPTION: Existing call buttons and existing keypads shall be permitted to be located at 54 inches (1370 mm) maximum above the finish floor, measured to the centerline of the highest operable part.

36 min

42 min

80 min

407.2.1 Call Controls. Where elevator call buttons or keypads are provided, they shall comply with 407.2.1 and 309.4. Call buttons shall be raised or flush. EXCEPTION: Existing elevators shall be permitted to have recessed call buttons.

54 min

407.2 Elevator Landing Requirements. Elevator landings shall comply with 407.2.

12 min

6 min

150

Public Storage, Inc.

42 min

502.6 Identification. Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1. Signs identifying van parking spaces shall contain the designation "van accessible." Signs shall be 60 inches (1525 mm) minimum above the finish floor or ground surface measured to the bottom of the sign.

09.23.2016

partition

701 Western Avenue, Glendale, CA 91201

1295

51 min

1370

54 min

1370

54 min

1295

407 Elevators 407.1 General. Elevators shall comply with 407 and with ASME A17.1 (incorporated by reference,see "Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic.

51 min

Figure 406.7 Islands in Crossings

505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above thelanding for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run.

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

1065

1725

2030

502.5 Vertical Clearance. Parking spaces for vans and access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2490 mm) minimum.

partition 6 min

42 min

80 min

502.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. 502.3.4 Location. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for angled van parking spaces which shall have access aisles located on the passenger side of the parking spaces. 502.4 Floor or Ground Surfaces. Parking spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted.

455

604.8.1.3 Approach. Compartments shall be arranged for left-hand or right-hand approach to the water closet. 604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance of 9 inches (230 mm) min. above the finish floor and 6 inches (150 mm) deep min. beyond the compartment-side face of the partition, exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than 62 inches (1575 mm) deep with a wall-hung water closet or 65 inches (1650 mm) deep with a floormounted water closet. Toe clearance at the side partition is not required in a compartment greater than 66 inches (1675 mm) wide. Toe clearance at the front partition is not required in a compartment for children's use that is greater than 65 inches (1650 mm) deep.

1525

68 min

502.3.2 Length. Access aisles shall extend the full length of the parking spaces they serve.

Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors

60 min

(b) curb ramp at island

505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. 505.9 Fittings. Handrails shall not rotate within their fittings. 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with 505.10. EXCEPTIONS: 1. Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg stairs and ramps. 2. In assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where the handrails are discontinuous to provide access to seating and to permit crossovers within aisles. 3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan configuration.

380

(a) cut through at island

408.3.2.2 Duration. Power-operated swinging doors shall remain open for 20 seconds minimum when activated. 408.4 Elevator Cars. Elevator cars shall comply with 408.4. 408.4.1 Car Dimensions and Doors. Elevator cars shall provide a clear width 42 inches (1065 mm) minimum and a clear depth 54 inches (1370 mm) minimum. Car doors shall be positioned at the narrow ends of cars and shall provide 32 inches (815 mm) min clear width. EXCEPTIONS: 1. Cars that provide a clear width 51 inches (1295 mm) minimum shall be permitted to provide a clear depth 51 inches (1295 mm) minimum provided that car doors provide a clear opening 36 inches (915 mm) wide minimum. 2. Existing elevator cars shall be permitted to provide a clear width 36 inches (915 mm) minimum, clear depth 54 inches (1370 mm) minimum, and a net clear platform

407.4 Elevator Car Requirements. Elevator cars shall comply with 407.4. 407.4.1 Car Dimensions. Inside dimensions of elevator cars and clear width of elevator doors shall comply with Table 407.4.1. EXCEPTION: Existing elevator car configurations that provide a clear floor area of 16 square feet (1.5 m2) minimum and also provide an inside clear depth 54 inches (1370 mm) minimum and a clear width 36 inches (915 mm) minimum shall be permitted.

Figure 505.7.2 Handrail Non-Circular Cross Section

502.3.1 Width. Access aisles serving car and van parking spaces shall be 60 inches (1525 mm) wide minimum.

1500

1220

Figure 502.3 Parking Space Access Aisle

15 min

48 min

407.3.5 Door Delay. Elevator doors shall remain fully open in response to a car call for 3 seconds minimum. 407.3.6 Width. The width of elevator doors shall comply with Table 407.4.1. EXCEPTION: In existing elevators, a power-operated car door complying with 404.2.3 shall be permitted.

408.2 Elevator Landings. Landings serving limited-use/limited-application elevators shall comply with 408.2. 408.2.1 Call Buttons. Elevator call buttons and keypads shall comply with 407.2.1. 408.2.2 Hall Signals. Hall signals shall comply with 407.2.2. 408.2.3 Hoistway Signs. Signs at elevator hoistways shall comply with 407.2.3.1. 408.3 Elevator Doors. Elevator hoistway doors shall comply with 408.3. 408.3.1 Sliding Doors. Sliding hoistway and car doors shall comply with 407.3.1 through 407.3.3 and 408.4.1. 408.3.2 Swinging Doors. Swinging hoistway doors shall open and close automatically and shall comply with 404, 407.3.2 and 408.3.2. 408.3.2.1 Power Operation. Swinging doors shall be power-operated and shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1).

1525

59 min

915

408 Limited-Use/Limited-Application Elevators 408.1 General. Limited-use/limited-application elevators shall comply with 408 and with ASME A17.1 (incorporated by reference, see "Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic.

60 min

1420

36 min

(b)

area to be marked

407.4.9 Emergency Communication. Emergency two-way communication systems shall comply with 308. Tactile symbols and characters shall be provided adjacent to the device and shall comply with 703.2.

604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. EXCEPTION: In residential dwelling units, a lavatory complying with 606 shall be permitted on the rear wall 18 inches (455 mm) minimum from the water closet centerline where the clearance at the water closet is 66 inches (1675 mm) minimum measured perpendicular from the rear wall.

56 min

406.7 Islands. Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. Each curb ramp shall have a level area 48 inches (1220 mm) long minimum by 36 inches (915 mm) wide minimum at the top of the curb ramp in the part of the island intersected by the crossings. Each 48 inch (1220 mm) minimum by 36 inch (915 mm) minimum area shall be oriented so that the 48 inch (1220 mm) minimum length is in the direction of the running slope of the curb ramp it serves. The 48 inch (1220 mm) minimum by 36 inch (915 mm) minimum areas and the accessible route shall be permitted to overlap.

(a)

407.4.8.2.3 Frequency. The verbal annunciator shall have a frequency of 300 Hz minimum to 3000 Hz maximum.

865-965

Figure 406.6 Diagonal or Corner Type Curb Ramps

407.3.4 Door and Signal Timing. The minimum acceptable time from notification that a car is answering a call or notification of the car assigned at the means for the entry of destination information until the doors of that car start to close shall be calculated from the following equation:T = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the total time in seconds and D equals the distance (in feet or millimeters) from the point in the lobby or corridor 60 inches (1525 mm) directly in front of the farthest call button controlling that car to the centerline of its hoistway door. EXCEPTIONS: 1. For cars with in-car lanterns, T shall be permitted to begin when the signal is visible from the point 60 inches (1525 mm) directly in front of the farthest hall call button and the audible signal is sounded. 2. Destination-oriented elevators shall not be required to comply with 407.3.4.

1525

407.3.3.3 Duration. Door reopening devices shall remain effective for 20 seconds minimum.

Figure 604.3.1 Size of Clearance at Water Closets

60 min

407.3.3.2 Contact. The device shall not require physical contact to be activated, although contact is permitted to occur before the door reverses.

location

4 max

1525

407.4.8.2.2 Signal Level. The verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB, measured at the annunciator.

door

60 min

34-38

610

407.3.3.1 Height. The device shall be activated by sensing an obstruction passing through the opening at 5 inches (125 mm) nominal and 29 inches (735 mm) nominal above the finish floor.

alternate

100-160

865-965

24 min

407.4.8.2.1 Signal Type. The signal shall be an automatic verbal annunciator which announces the floor at which the car is about to stop. EXCEPTION: For elevators other than destination-oriented elevators that have a rated speed of 200 feet per minute (1 m/s) or less, a non-verbal audible signal with a frequency of 1500 Hz maximum which sounds as the car passes or is about to stop at a floor served by the elevator shall be permitted.

505.7 Cross Section. Handrail gripping surfaces shall have a cross section complying with 505.7.1or 505.7.2. 505.7.1 Circular Cross Section. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum.

604.3 Clearance. Clearances around water closets and in toilet compartments shall comply with604.3. 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall.

100

407.4.8.2 Audible Indicators. Audible indicators shall comply with 407.4.8.2.

407.3.3 Reopening Device. Elevator doors shall be provided with a reopening device complying with 407.3.3 that shall stop and reopen a car door and hoistway door automatically if the door becomes obstructed by an object or person. EXCEPTION: Existing elevators with manually operated doors shall not be required to comply with 407.3.3.

Figure 505.6 Horizontal Projections Below Gripping Surface

505.7.2 Non-Circular Cross Sections. Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4 inches (100 mm) minimum and 6 1/4 inches (160 mm) maximum, and a cross-section dimension of 2 1/4 inches (57 mm) maximum.

34-38

1220

407.4.8.1.4 Destination Indicator. In destination-oriented elevators, a display shall be provided in the car with visible indicators to show car destinations. full length of parking space

48 min

407.3.2 Operation. Elevator hoistway and car doors shall open and close automatically. EXCEPTION: Existing manually operated hoistway swing doors shall be permitted provided that they comply with 404.2.3 and 404.2.9. Car door closing shall not be initiated until the hoistway door is closed.

502.3 Access Aisle. Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle.

865-965

610

407.3.1 Type. Elevator doors shall be the horizontal sliding type. Car gates shall be prohibited.

407.4.8.1.3 Floor Arrival. As the car passes a floor and when a car stops at a floor served by the elevator, the corresponding character shall illuminate. EXCEPTION: Destination-oriented elevators shall not be required to comply with 407.4.8.1.3 provided that the visible indicators extinguish when the call has been answered.

34-38

24 min

407.3 Elevator Door Requirements. Hoistway and car doors shall comply with 407.3

406.6 Diagonal Curb Ramps. Diagonal or corner type curb ramps with returned curbs or other well defined edges shall have the edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have a clear space 48 inches (1220 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing.

TEXAS ACCESSIBILITY STANDARDS

16036 Figure 604.2 Water Closet Location

09.23.16

G1.01B

ROOF DECK

CONTINUE METAL PANEL LINER BY JANUS OVER 5/8" TO UNDERSIDE OF DECK AT DISPLAY WALL /W STANDARD DOOR HEIGHTS. SEE FLOOR PLAN

STRUCTURE ABOVE

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL CEILING RUNNER

FIRE CAULK BOTH SIDES

1'-6" MIN CLEAR FOR SPRINKLER LINES

ELEVATOR HOISTWAY

SECURITY MESH BY JANUS

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL CEILING RUNNER 5/8" TYPE "X" GYPSUM WALLBOARD 4" MTL. STUD FRAMING, SEE STRCT DWGS

SEE STRUCT DRWG FOR STUD SIZING COMPOSITE DECK

5/8" GYPSUM WALLBOARD (PROVIDE MOISTURE RESIST IN RESTROOM LOCATION)

R-13 BATT INSULATION SECURITY MESH BY JANUS

4" 20 GA MTL. STUD FRAMING (PROVIDE 5" 20 GA AT PLUMBING WALL, SEE ENLARGED PLAN) OFFICE SIDE

1 1/2" MTL FURRING ON FACE IN ELEVATOR LOBBY

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL FLOOR RUNNER

MTL. PANEL IN STORAGE UNITS ADJACENT TO BEARING WALLS BY G.C. U.N.O. , ALL GWB SHALL BE PROTECTED WITHIN STORAGE UNITS & HALLWAYS. REFER TO A10.0 PANEL AND LINER PLAN FOR MORE INFO

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL FLOOR RUNNER

5/8" G.W.B.

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL FLOOR RUNNER

FINISH FLOOR

DISPLAY WALL @ STORAGE UNITS AND CORRIDORS

D-1

D-2

FINISH FLOOR

NON-RATED INTERIOR WALL

B-1

NON-RATED INTERIOR BEARING WALL

B-2

REVISION NUMBER

DATE OF ISSUANCE:

PARTITION TYPES SCALE: N.T.S.

2-17-16

REVISION NUMBER

G2.01

DATE OF ISSUANCE:

1 HR. FIRE RATED NONBEARING INTERIOR WALL UL DESIGN # U419 1 HR. FIRE RATED BEARING INTERIOR WALL UL DESIGN # U423 (SEE STRUCT DRWG FOR SIZING)

1 HR RATED SHAFT G-1 WALL UL DESIGN #U906

CAST STONE CAP

ELEVATOR MACHINE ROOM SIM.

NOTE: REFER A4.00 ENLARGED OFFICE & LOBBY PLAN FOR MORE INFO

FINISH FLOOR

J-1

STORAGE UNIT SIDE

701 Western Avenue, Glendale, CA 91201

8'-4"

8 X 8 X 16 CMU BLOCK

Public Storage, Inc.

STEEL ANGLE SEE SEE 9/3.22 AND STRUCT. FOR SIZING

STORAGE SIDE

09.23.2016

5/8" TYPE "X" GYPSUM WALLBOARD (PROVIDE MOISTURE RESISTANT WHEN IN KITCHEN AND BATH ROOMS)

8'-4"

MOCK-UP MTL. ROLL UP DOORS OVER 5/8" GYP. WALL BOARD OVER STORAGE UNITS

OPEN TO DISPLAY STOREFRONT

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

PARTITION TYPES SCALE: N.T.S.

//-//-//

REVISION NUMBER

G2.01

DATE OF ISSUANCE:

PARTITION TYPES SCALE: N.T.S.

2-17-16

REVISION NUMBER

G2.01

DATE OF ISSUANCE:

PARTITION TYPES SCALE: N.T.S.

2-17-16

PUBLIC STORAGE

1'-6" MIN CLEAR FOR SPRINKLER LINES

STRUCTURE ABOVE CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL CEILING RUNNER

G2.01

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

2'-6" MIN. ABOVE ROOF

ROOF DECK ABOVE

ROOF DECK

FIRST FLOOR FIRESTOPPING STRUCTURE ABOVE CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL CEILING RUNNER

OPEN TO ALLOW FOR SPRINKLER RUNS

CONTINUE METAL PANEL LINER BY JANUS TO UNDERSIDE OF DECK AT DISPLAY WALL ONLY/W STANDARD DOOR HEIGHTS. SEE FLOOR PLAN

INSTALLED CEILING WHERE OCCURS - SEE RCP FOR CEILING TYPE. GYP. 6" ABOVE CEIL.

SEE STRUCT DRWG FOR STUD SIZING COMPOSITE DECK

SECURITY MESH BY JANUS

COMPOSITE DECK

PRINCIPAL IN CHARGE

5/8" TYPE "X" GYPSUM WALLBOARD (PROVIDE MOISTURE RESIST IN RESTROOM LOCATION)

MTL. PANEL IN STORAGE UNITS ADJACENT TO BEARING WALLS BY G.C. U.N.O. MTL. PANELS IN CORRIDOR BY JANUS. U.N.O. REFER TO A10.0 PANEL AND LINER PLAN FOR MORE INFO AND LOCATION SIDE

SECURITY MESH BY JANUS

8'-4"

8 X 8 X 16 CMU BLOCK

18 GA EXPANDED WIRE LATH ON OFFICE SIDE OF PARTITION TO EXTEND TO UNDERSIDE OF DECK

8 X 8 X 16 CMU BLOCK

8'-4"

STEEL ANGLE SEE SEE 9/3.22 AND STRUCT. FOR SIZING

4" MTL. STUD FRAMING, SEE STRCT DWGS

STORAGE SIDE OR CORRIDOR SIDE

FIRE CAULK BOTH SIDES, TYP.

STORAGE UNIT/OR CORRIDOR SIDE

STORAGE SIDE

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL FLOOR RUNNER FINISH FLOOR

H-1

FINISH FLOOR

E-1

1 HR RATED SHAFT WALL UL DESIGN #U906

C-1

OFFICE SIDE / ELECTRICAL ROOM R-13 BATT INSULATION MTL. PANEL IN STORAGE UNITS ADJACENT TO BEARING WALLS BY G.C. U.N.O. , ALL GWB SHALL BE PROTECTED WITH LINER PANEL WITHIN STORAGE UNITS & HALLWAYS. REFER TO A10.0 PANEL AND LINER PLAN FOR MORE INFO CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL FLOOR RUNNER PROVIDE PLYWOOD FINISH FLOOR IN ELECTRICAL ROOM LOCATION. SEE ENLARGED PLAN

FINISH FLOOR

1 HR RATED SHAFT WALL UL DESIGN #U906

60% SET: 09/23/16

12 X 8 X 16 CMU BLOCK

BEARING WALL @ STORAGE UNITS AND CORRIDORS

A-1

NON-RATED / NONBEARING INTERIOR WALL

A-2

NON-RATED BEARING INTERIOR WALL

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

PROTOTYPE: 3-STORY

MTL STAIR LANDING

CONTINUOUS, CHANNEL SHAPED, CORROSION PROTECTED STEEL CEILING RUNNER

1'-6" MIN CLEAR FOR SPRINKLER LINES

FIRESTOPPING

STRUCTURE ABOVE

PARTITION TYPES K-1

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

3 HR RATED FIRE WALL UL DESIGN #U904

16036

PARTITION TYPES SCALE: N.T.S.

17 G2.01

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

PARTITION TYPES SCALE: N.T.S.

13 G2.01

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

PARTITION TYPES SCALE: N.T.S.

9 G2.01

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

PARTITION TYPES SCALE: N.T.S.

5 G2.01

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

PARTITION TYPES SCALE: N.T.S.

1 G2.01

09.23.16

G2.01

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

Public Storage, Inc.

701 Western Avenue, Glendale, CA 91201

09.23.2016

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

PROTOTYPE: 3-STORY

60% SET: 09/23/16

PRINCIPAL IN CHARGE

UL ASSEMBLIES

16036 REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

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

1 G2.02

09.23.16

G2.02

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

Public Storage, Inc.

701 Western Avenue, Glendale, CA 91201

09.23.2016

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

PROTOTYPE: 3-STORY

60% SET: 09/23/16

PRINCIPAL IN CHARGE

: IN RECORD ED TYPES ARE F O T C ITE RAT O ARCH LL FIRE A W L ODE L NOTE T ERIFY A WITH LOCAL C V O T R OVE AS MOVE AO CE M N E A R I L R P O E OM D ADD IONS; R N T I A CODE C D , S N T O EMEN CIFIC C AND REQUIR ITE SPE S R TATION E P P A D D E A R SITE REQUI TE FOR O N R E BANN CE. ISSUAN

UL ASSEMBLIES

16036 REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

PARTITION TYPES SCALE: NONE

1 G2.03

09.23.16

G2.03

FLUSH HEADER PANEL COLOR: GLOSSY WHITE

LINE OF FLOOR OR DECK

PURLIN OR HDR. BM'S.

PURLIN POST

8' LIGHT FIXTURE PARTITION HEIGHT 8'-4" MIN. REFER TO WALL TYPES AND MANUF. AS NEEDED.

FLUSH PEIR PANEL COLOR: GLOSSY WHITE

BOTTOM TRIM ANGLE

3'-6"

4'-6"

09.23.2016

EXTENDED PULL DOWN ROPE W/ LOOP AT END FOR ACCESSIBLE UNITS - ROPE TO BE MAX. 48" A.F.F. WHEN DOOR IS COMPLETELY OPEN

SEMI-RECESSED FIRE EXTINGUISHER CABINET W/ MAX. PROJECTION OF 4". COLOR: PS ORANGE OR RED

S.S. SLIDING DOOR LATCH BY CHATEAU PRODUCTS OR OWNER APPROVED EQUAL

Public Storage, Inc.

S.S. SLIDING DOOR LATCH BY CHATEAU PRODUCTS OR OWNER APPROVED EQUAL

UNIT ROLL-UP DOOR W/ VINYL BULB-TYPE WEATHERSTRIP AT BOTT. OF DOOR. SEE DOOR SCHEDULE FOR SIZE. COLOR: GLOSSY PS ORANGE

701 Western Avenue, Glendale, CA 91201

UNIT SWING DOOR W/ VINYL BULB-TYPE WEATHERSTRIP AT BOTT. OF DOOR. SEE DOOR SCHEDULE FOR SIZE. COLOR: GLOSSY PS ORANGE

OPEN

3'-6"

FLUSH PEIR PANEL COLOR: GLOSSY WHITE

8'-4" MIN. HEIGHT (VERIFY SITE SPECIFIC CONDTIONS)

TOP TRIM ANGLE

4'-0"

TOP TRIM ANGLE

7'-0" MIN. DOOR HEIGHT

UNIT NUMBER PLAQUE

8'-4" MIN. HEIGHT (VERIFY SITE SPECIFIC CONDTIONS)

UNIT NUMBER PLAQUE

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

OPEN

4'-6"

OPEN

7'-0" MIN. DOOR HEIGHT

OPEN

SEMI-RECESSED FIRE EXTINGUISHER CABINET BY JANUS W/ MAX. PROJECTION OF 4". COLOR: PS ORANGE OR RED

TYPICAL PUBLIC STORAGE INTERIOR STORAGE UNIT ELEVATION

MOUNT UNIT LIGHT FIXTURE AS SHOWN W/MOTION SENSOR POINTED AT UNIT DOOR.

12" CHAMFER TYP. W/ FULL HT ALUMINUM DIAMOND PLATE CORNER GUARDS. WITHIN 25'-0" OF ELEVATOR (TYP.)

COMPOSITE FLR. DECK OR ROOF STRUCTURE.

8' - FOUR TUBE, SURFACE MNT'D FLUORESCENT LIGHT FIXTURE @ 20' O.C. (USE TWO 4' FIXTURES END TO END FOR 8' FIXTURE)

HVAC DUCT WHERE OCCURS. GAS PIPING, CONDENSATE, FIRE SPRINKLER SHALL BE RUN ABOVE UNITS ACROSS HALLWAYS, PERPENDICULAR WHEREVER POSSIBLE

HANG FIXTURE @ 9'-6" W/CHAIN IF FLR. TO FLR. HT. EXCEEDS 11'-0" 1'-0"

8'-4" STG UNIT PARTITIONS BY STG UNIT VENDORS (TYP.)

6" MAX

VARIES

48" HIGH WAINSCOTT INSTALLED ALONG CORRIDOR PANELS WITHIN 25'-0" OF ALL ELEVATOR ACCESS POINTS

SPRINKLER SYSTEM (TYP.)

EXIT

G4.01

EXIT SIGN TO BE PENDANT MOUTED ON SWIVEL MOUNT

4" CHAMFER TYP. W/ FULL HT ALUMINUM DIAMOND PLATE CORNER GUARDS (TYP.)

6'-0"

CORRIDOR

8'-4" STG UNIT PARTITIONS BY STG UNIT VENDORS (TYP.)

UNIT ROLL-UP DOOR W/ BULB-TYPE WEATHERSTRIP'G AT BOTT. OF DOOR.

STORAGE UNIT

FLUSH METAL CORRIDOR SYSTEM. AT LOWER FLOORS, THERE SHALL BE A MINIMUM OF 6" CLR. BETWEEN TOP OF PARTITION AND STRUCTURE ABOVE WHEN STRUCTURE IS PARALLEL WITH CORRIDOR. AT TOP FLOOR, MAX. HT. TO BE 9'-0" BLANK CORRIDOR WALL PANELS SHALL BE CORRRUGATED CORRIDOR PARTITON HT. TO BE DETERMINED BY PARTITION MANUFACTURER'S MOST COST - EFFECTIVE SYSTEM.

MAINTAIN 8'-4" CLEAR BELOW ALL DUCTS, LIGHTS, PIPES & OTHER ITEMS WITHIN UNITS AND IN CORRIDOR

PERFIN MTL ROLL-UP DOORS BY STG UNIT VENDORS (TYP.)

STORAGE UNIT

7'-0" MIN. DOOR HT.

1-1/2" DIAM. GALV. PIPE RAIL W/1/4" ANCHOR BOLTS INTO SLAB

CL 8'-4" MIN. HT. (HT. VARIES PER MFGR SYSTEM)

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

80" MIN. A.F.F. VERIFY WITH LOCAL MUNICIPALITY

12-04-15

DETAIL OF 12" UNIT CHAMFER

5'-0" @ 30' DEEP UNITS 5'-0" @ 15' DEEP CORNER UNITS

10'-8" TYP. FLR. TO FLR.

DATE OF ISSUANCE:

PRINCIPAL IN CHARGE

NOTE: WHERE DUCTWORK/VERTICAL UNITS EXCEED 48", SPRINKLERS LINES SHALL BE SHOWN FOR PROXIMITY SPACING

USE WIRE GUARDS ON FIXTURES ONLY IF FIXTURE IS BELOW 8'-6" REVISION NUMBER

G4.01

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PERFIN MTL ROLL-UP DOORS BY STG UNIT VENDORS (TYP.)

PUBLIC STORAGE

SCALE: 3/4"-1'-0"

2-17-16

60% SET: 09/23/16

DATE OF ISSUANCE:

6" MAX. OPENING WHERE NO HORIZ. SEC MESH OCCURS.

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

1 1A 1B

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17/-16

TYPICALLY INSTALL HORIZONTAL 2" X 2" 14 GA. WIRE SECURITY MESH AT TOP OF UNIT. VERIFY W/FIRE DEPT. IF MESH HT. IS DETERMINED BY 18" SPRINKLER HEAD SEPERATION REQM'T.

PROTOTYPE: 3-STORY

REVISION NUMBER

NOTE: 1. A PRE-INSTALL (COORDINATION) MEETING IS REQUIRED TO BE HELD WITH FIRE SPRINKLER, ELECTRICAL & HVAC SLAB TO COORDINATE UTILITY HEIGHTS PRIOR TO ANY ROUGH IN WORK

4'-8" MIN CLEAR 5'-0" PREFERRED

INTERIOR SECTIONS

16036 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

CART STORAGE RAILS SCALE: 1 1/2"=1'-0"

13 G4.01

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

DETAIL OF 4" UNIT CHAMFER SCALE: 1 1/2"=1'-0"

9 G4.01

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

TYPICAL CORRIDOR SECTION @ BEARING WALL CONSTRUCTION SCALE: 3/4"=1'-0"

1 G4.01

09.23.16

G4.01

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016

5 A0.03

MONORAIL CANTILEVER SLIDING GATE (CENTER TO 24" WIDE CONCRETE STRIP)

CHAIN LINK FENCE/W TUBE STEEL POSTS

PROPERTY LINE

CHAIN LINK FENCE/W TUBE STEEL POSTS

6" CONC. CURB

5 KEYPAD A0.04 BOLLARD

LANDSCAPING

PROPERTY LINE

LANDSCAPING

12'-0"

(7) 6" CONC. CURB

701 Western Avenue, Glendale, CA 91201

26'-0"

20'-0" CLEAR (PREFERED)

Public Storage, Inc.

12'-0"

5 KEYPAD A0.04 BOLLARD

513'-0"

3 STORY BUILDING 1ST FLR: 99,019 SF 2ND FLR: 98,833 SF 3RD FLR: 98,833 SF 296,685 SF TOTAL

192'-10"

LANDSCAPING

SITE: 196,848 SQ. FT. (4.519 AC)

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

SIDEWALK

26'-0"

6" CONC. CURB

CHAIN LINK FENCE/W TUBE STEEL POSTS

SIDEWALK 42 60

SELF CLOSING/ 2 A0.03 LOCKING PEDESTRIAN GATE

MTL CANOPY ABOVE OFFICE ENTRANCE

(17)

5 A0.04

9'-0"

9'-0" STD. TYP.

6" CONC. CURB

8 A0.02 SIM

6" CONC. CURB

19'-0"

(6) VAN TRANSFORMER

12'-0"

MONORAIL CANTILEVER 3 SLIDING GATE (CENTER TO A0.03 24" WIDE CONCRETE STRIP)

2' X 8' TRUNCATED DOME STRIP AT ZERO-CURB FACE 8 CENTER TO ENTRY A0.02 AREA ONLY. SIM

BOLLARD IN FRONT 3 OF LINE OF CANOPY A0.04 TYP.

CONCRETE WHEEL STOPS

VAN 9'-0" 9'-0" STD. TYP. ADA 2' X 8' TRUNCATED DOME STRIP AT ZERO-CURB FACE CENTER TO ENTRY AREA ONLY.

8 A0.02 SIM

9'-0" ADA

6" CONC. CURB

9'-0" MTL CANOPY ABOVE

BOLLARD IN FRONT OF LINE OF CANOPY 3 A0.04 TYP.

(14)

LOCATION OF TRASH ENCLOSURE 6 YARD DUMPSTER (5'X6')

7 A0.03

6" CONC. CURB

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

12'-0" KEYPAD 5 BOLLARD A0.04

LANDSCAPING

CHAIN LINK FENCE/W TUBE STEEL POSTS

LANDSCAPING

PROPERTY LINE

6 A0.03

NOTES:

GENERAL LANDSCAPING & IRRIGATION NOTES:

1. NO CURB LIP BETWEEN SITE GRADING AND ANY LOADING AREA. 2. PROVIDE KNOX BOX(ES) IN LOCATION(S) AS REQUIRED BY THE FIRE MARSHALL OR OTHER FIRE PROTECTION AUTHORITY HAVING JURISDICTION.

1. A LANDSCAPE ARCHITECT SHALL DESIGN THE LANDSCAPING AND IRRIGATION TO LOCAL COMMERCIAL STANDARDS. LANDSCAPE DESIGN SHALL MEET THE MINIMUM REQUIREMENTS OF THE JURISDICTION. LANDSCAPING MATERIALS SHALL BE SELECTED FROM INDIGENOUS SPECIES THAT ARE HARDY AND WILL THRIVE IN THE LOCAL ENVIRONMENTAL CONDITIONS.

EXISTING FIRE HYDRENT

PROTOTYPE: 3-STORY

9'-0" ADA

KEYPAD BOLLARD

20'-0" CLEAR (PREFERED)

9'-0" ADA

MTL CANOPY ABOVE

60% SET: 09/23/16

8'-0"

8'-0" 19'-0"

(8)

2' X 8' TRUNCATED DOME STRIP AT ZERO-CURB FACE CENTER TO ENTRY AREA ONLY.

PROPERTY LINE

LOBBY ELEVATOR LOADING ENTRANCE

PRINCIPAL IN CHARGE

VAN CONCRETE WHEEL STOP

LOBBY ELEVATOR LOADING ENTRANCE

26'-0"

BOLLARD IN FRONT OF LINE OF CANOPY TYP. ILLUMINATED MONUMENT SIGN BY SIGN CONTRACTOR

26'-0"

3 A0.03

2. IN HIGH VISIBILITY AREAS, THE AREA SHALL HAVE LOW MAINTENANCE VEGETATION. IF GRASS IS REQUIRED, THE FRONT OF THE PROPERTY SHALL BE SOD AND FULLY IRRIGATED. 3. IN THE REAR/LOW VISIBILITY AREAS, THE GROUND SHALL EITHER BE COVERED WITH STONE UNDERLAIN BY WEED FABRIC OR A DROUGHT RESISTANT GROUND COVER. IRRIGATION IS NOT REQUIRED. 4. LANDSCAPED AREAS SHALL SLOPE AWAY FROM BUILDINGS AT A MINIMUM GRADE OF 2% FOR A MINIMUM DISTANCE OF 5'0". THE FINAL LANDSCAPE ELEVATION SHALL BEGIN A MINIMUM OF 6" BELOW ADJACENT FFE. 5. ALL PLANTING AREAS WITH DIFFERING LANDSCAPE MATERIALS SHALL HAVE ALUMINUM LANDSCAPE EDGING.

PROJECT NORTH

6. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" OF MULCH. 7. IRRIGATION TIMER SHALL BE LOCATED IN THE BREAK ROOM.

SITE PLAN

8. ALL SPRAY IRRIGATION SHALL SPRAY AWAY FROM THE BUILDING. UNDER NO CIRCUMSTANCES SHALL THE BUILDING BE SPRAYED WITH IRRIGATION.

9. PLANTERS ADJACENT TO BUILDING SHALL HAVE DRIP IRRIGATION.

16036 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

SITE PLAN SCALE: 1"=20'-0"

1 A0.01

09.23.16

A0.01

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

Public Storage, Inc.

701 Western Avenue, Glendale, CA 91201

09.23.2016

MAX. SLOPE AT DRIVEWAYS & GATES

PREFERRED 10" BOLLARD KEY PAD

PREFERRED

APPROACH DRIVE 10% MAX. SLOPE

10" BOLLARD KEYPAD PREFERRED

SLIDING ENTRY/EXIT GATE

TRANSITION ZONE 2'-6" 12'-0" 10'-0" 14'-6" 1/2 OF APPROACH 2% MAX. SLOPE DRIVE SLOPE - 5% IN EITHER DIRECTION MAX.

14'-6" 2% MAX. SLOPE

TRANSITION ZONE 10'-0" 1/2 OF APPROACH DRIVE SLOPE - 5% MAX.

APPROACH DRIVE 10% MAX. SLOPE

REVISION NUMBER

2-17-16

GATE/DRIVEWAY SECTION SCALE: N.T.S.

24"

FACE OF CURB AT STALL - TOP OF PAVING TO BE FLUSH WITH TOP OF CURB

216" MIN. (SEE PLAN)

SLOPE (2% MAX.)

4" WIDE BLUE STRIPING PERIMETER

3 TY '-0" P.

3'-0" SQUARE HANDICAP SYMBOL 4" WIDE WHITE DIAGONAL STRIPING VAN-ACCESSIBLE STALL, LEFT OF ACCESS AISLE

NO PARKING

12" HIGH "NO PARKING" WHITE PAINTED LETTERS WITHIN ACCESS AISLE

EQ.

9' (108") IN CA. 8'(%") TYP.

5'-0" @ CAR SPACE 8'-0" @ VAN SPACE

14'-0" TO 17'-0"

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

NO.

REASON

DATE

CONCRETE WHEEL STOP, OR CURB. CONC. SIDEWALK W/ ADA RAMP. SEE SITE PLAN FOR SPECIFIC DETAILS

36"

DRAWN BY

PROTOTYPE: 3-STORY

1:12 MAX RAMP UP

DETECTABLE WARNING SURFACE (2'X5' TYP.)

EQ.

PROJECT MANAGER

BOTTOM LANDING, 2% SLOPE WITH SMOOTH TRANSITION NO 12" LIP)

5'-0" MIN. CLR. LANDING

1:12 MAX RAMP UP

A0.02

HANDICAP PARKING SIGN PER STATE HANDICAP CODE-PROVIDE "VAN ACCESSIBLE" SIGN WHERE INDICATED ON SITE PLAN. MOUNT SIGN ON ADJACENT BLDG. OR ON POLE WELDED TO BOLLARD.

36" MIN. CLR. 4'-0" MIN.

DATE OF ISSUANCE:

60% SET: 09/23/16

PRINCIPAL IN CHARGE

SITE PLAN DETAILS

NOTES: 1.

SLOPE OF PARKING STALL AND SIDE AISLE LOADING AREA TO BE 2% MAXIMUM TO ZERO CURB FACE SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

ADA PARKING SPACE PLAN SCALE: N.T.S.

16036 8 A0.02

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

CONCRETE CURB SCALE: 3"=1'-0"

1 A0.02

09.23.16

A0.02

8" PRECISION CMU-REINF'D. 6'-2" HIGH, OR AS REQ'D. BY JURISDICTION

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

12'-0" EQ.

EQ. 9 A0.03

EQ.

09.23.2016

2" CMU UNITS AT TOP

8" PRECISION CMU W/STRUCK JOINTS-REINF'D. COLOR TO MATCH BUILDING 7-6" HIGH OR AS REQ'D. BY JURISDICTION, PAINTED , ps TO SELECT COLOR

10'-0"

PROVIDE ILLEGAL DUMPING SIGNAGE.

PRESSURE SENSOR EDGE STOP SWITCH ON LEADING EDGE OF GATE, by "MILLER EDGE" OR OWNER APPROVED EQUAL.

SEE GATE AND HARDWARE SPECS.

MONORAIL CENTILEVER SLIDING GATE PROVIDE BEAM DETECTORS, SHALL BE INSTALLED IN BOTH DIRECTIONS OF TRAVEL

10'-0"

PROVIDE TYPICAL CUSTOMER PROTECTION METAL MESH ON GATE PANEL AND ADJACENT FENCING FOR LENGTH OF GATE PANEL.

PROVIDE HOLD OPEN DRILL HOLES IN CONCRETE OPEN AND CLOSED POSITIONS

10 A0.03

STL. GATES AND 8"D. POSTS SEE FENCE SPEC'S. PROVIDE SOLID CORRUGT'D. METAL PANELS WHERE REQ'D/ BY JURISDICTION, PAINTED, PS TO SELECT COLOR.

MATERIALS: SEE FENCE / GATE SPEC'S.

FENCE TO FULLY WRAP GATE WHEN IN FULL OPEN POSITION. CONTRACTOR TO VERIFY DIMENSIONS

SEE GATE SPECS. FOR MORE INFO

ELEVATION

OPERATOR BY VIKING OR EQUAL FENCE

3/4" PICKETS @ 6" ON CENTER

701 Western Avenue, Glendale, CA 91201

(2) 6" CONC. BOLLARDS AT BACK OF ENCLOSURE & (2) 6" ONC. BOLLARDS AT SIDE

TRASH ENCLOSURE SCALE: 3"=1'-0"

12-04-15

GATE ELEVATION

CURB SEE SITE PLAN OPERATOR

3/16" = 1'-0"

A0.03

FENCE TO ENCLOSE GATE WHEN IN FULL OPEN POSITION TRACK

GATE

6" BOLLARD: ALLIGN FACE OF POST W/ CL. OF BOLLARD IF OPERATOR LOCATED OUTSIDE OF CURB PROTECTION REVISION NUMBER

DATE OF ISSUANCE:

SLIDING GATE SCALE: 3/16"=1'-0"

12-04-15

12"X24" STL. SECURITY PLATE AT HARDWARE ON SECURED SIDE OF GATE

3'-0"

3'-6"

4'-0"MIN. EXPANDED METAL SECURITY MESH COLOR TO MATCH FENCE

212" 1 5/8" SQ. TUBE ALUM. FENCE RAILS. SECURE TO METAL POSTS AT TOP AND BOTT. OF VERT. RAIL.

LINE OF BUILDING WHERE OCCURS

A-A

VERIFY MIN. GATE WIDTH WITH LOCAL JURISDICTION. (20' PREFERED)

SCALE: 3"=1'-0"

12-04-15

A0.03

REVISION NUMBER

2" SOLID CMU CAP UNITS

GATE OPERATOR W/ BOLLARD PROTECTION

7'-6" OR AS REQ'D BY JURISDICTION)

8"X8"X16" C.M.U. GROUT SOLID AND REINFORCE PRECISION FACE CMU

6" SQ. STND. METAL FENCE POST AT GATE OPENING.

12'-0"

NO PARKING

6 A0.03

27'-0"

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

TOP OF GRADE

ACCESSIBLE LEVER HARDWARE W/ KEY LOCK & SELF-CLOSING PANIC HARDWARE CLOSER PRINCIPAL IN CHARGE

12"X12" STL. SECURITY PLATE AT HARDWARE ON SECURED SIDE OF GATE OR 12" WRAP AROUND HARDWARE AND PLATE SEE DETAIL B

SECTION A-A

TYP. FENCE SCALE: N.T.S.

A0.03

PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

1 1A 1B

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

TYP. 10" BOLLARD - KEY PAD C.I.P. 6" CONC. CURB. SEE PLAN FOR PLANTER LOCATION.

TYP. PAINTED "STOP SIGN" MAX SLOPE 2% (TYP.)

MAX

6" TYP. 6' HIGH METAL PICKET FENCE.

EDGE OF CONC. STRIP/GATE ROLLOVER PAD - VERIFY AT EACH SITE W/ PS CONST. MGR.

6" D. BOLLARD PROTECTION TWO AT REARWALL & ONE AT EACH SIDE.

5'-6"

6'-0" 3'-6"

INSIDE FACILITY SECURITY

REINFORCED CONCRETE PAD, COORD. W/ CIVIL PLANS

SEE PLAN

12-04-15

OUTSIDE FACILITY SECURITY

NOTE: VERIFY MATERIAL SIZES W/ FENCE SPECIFICATIONS. SIZES SHOWN ARE FOR GUIDELINES ONLY. ALL JOINTS OF METAL FENCE TO BE FULLY WELDED AND GROUND SMOOTH. COLOR: SPANISH MOSS (SHERMAN WILLIAMS #2070) OR BLACK.

TYP. 10" BOLLARD - KEY PAD

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

TYP. 6' HIGH METAL PICKET FENCE.

TYP. DETECTOR LOOP - SEE SPECS.

SITE PLAN DETAILS

2'-6"

SEE TRASH ENCLOSURE PLAN (DETAIL 05) FOR ADDITIONAL NOTES.

PEDESTRIAN GATE

ENTRY GATE PLAN

12-04-15

NOTE: WHEREVER THE PAVING IS ASPHALT, A REINFORCED CONCRETE PAD SHALL BE PROVIDED IN FRONT OF THE ENCLOSURE. PAD WIDTH TO MATCH OUTSIDE WIDTH OF ENCLOSURE (MINIMUM 10'-0" WIDE), AND A LENGTH OF 24 FEET ALONG THE APPROACH. REINFORCEMENT TO BE DETERMINED BASED ON SIZE OF TRASH ENCLOSURE AND SOIL CONDITIONS.

DATE OF ISSUANCE:

NO PARKING

DATE OF ISSUANCE:

FOOTING SIZE AND REINFORCING AS SHOWN ON PLANS

REVISION NUMBER

NO PARKING

OUTSIDE FACILITY INSIDE FACILITY SECURITY SECURITY

2 1/2" METAL POSTS AT 8 FT. O.C. MAX. EMBEDDED 3' INTO 12" DIAMETER CONCRETE 4" SQUARE METAL POSTS AT GATES

PROTOTYPE: 3-STORY

TRASH ENCLOSURE GATE

12'-0"

CL GATE

DATE OF ISSUANCE:

12'-0"

VERIFY MIN. GATE WIDTH WITH LOCAL JURISDICTION. (20' PREFERED)

REVISION NUMBER

TYP. DETECTOR LOOP - SEE SPECS.

1'-6"

SEE FENCE SPEC'S., DIV. 2.2.6, FOR CHAIN LINK GATE PANEL.

3/4" SQ. ALUM. PICKETS AT 6" O.C.

CL GATE

26'-0" C.I.P. 6" CONC. CURB. SEE PLAN FOR PLANTER LOCATION.

MIN. 1/4" DIAMOND PATTERN 18 GA. MESH

TYP. PAINTED "STOP SIGN"

EDGE OF CONC. STRIP/GATE ROLLOVER PAD - VERIFY AT EACH SITE W/ PS CONST. MGR.

8" SCHED. 40 GALV. PIPE STEEL GATE POST ( FILL W/ CONC, DOME TOP), PAINTED, PS TO SELECT COLOR.

3" MAX

MAX SLOPE 2% (TYP.)

60% SET: 09/23/16

6" SQ. STND. METAL FENCE POST AT GATE OPENING.

CRIMPED SPEAR POINT

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PICKETS TO EXTEND 6" ABOVE RAIL AND HAVE SPEAR POINTED ENDS. NO PICKETS ON TOP OF SLIDING GATE.

GATE OPERATOR W/ BOLLARD PROTECTION

3-HINGES MIN. PER GATE LEAF WELDED OR CLAMPED TO POST AND GATE FRAME.

A0.02

DETAIL B

TYP. 6' HIGH METAL PICKET FENCE.

TYP. 10" BOLLARD - KEY PAD

PUBLIC STORAGE

PEDESTRIAN ACCESS GATE TO BE THE SAME MATERIAL AND COLOR AS GATE/FENCE, WITH SECURITY MESH PANEL AND ACCESSIBLE LEVER HANDLE HARDWARE.

8" CONCRETE MASONRY WALL

Public Storage, Inc.

OPERATOR STAND. MIN. HEIGHT OF 24"

DATE OF ISSUANCE:

MAX. CLEAR A.F.F.

(4) CONDUITS - 110V - GATE CONTROL TO OFFICE - CONDUIT TO ENTRY KEYPAD - CONDUIT TO EXIT KEYPAD

1'-0"

24'-28'

25'-0" DIMENSION MAY VARY

SINGLE TRASH ENCLOSURE REVISION NUMBER

REINF'D. CONC. SLAB & APRON. COORD. W/ CIVIL

6' CHAMFERAT 45*

MAX. CLEAR A.F.F.

CONCRETE PAVING

TYP. 10" BOLLARD KEY PAD

TRASH ENCLOSURE WALL SECTION SCALE: 3"=1'-0"

9 A0.03

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

16036 ENTRY GATE PLAN SCALE: 1/8"=1'-0"

5 A0.03

09.23.16

A0.03

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016

LOADING ENTRANCE

701 Western Avenue, Glendale, CA 91201

OFFICE ENTRANCE

6'-0"

DATE OF ISSUANCE:

6'-0"

Public Storage, Inc.

6'-0"

BOLLARD LAYOUT BELOW CANOPIES SCALE: 1/8"=1'-0"

2-17-16

PUBLIC STORAGE

6'-0"

A0.04

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PAINTED: PS ORANGE

3'-6".

6" DIA. STANDARD STEEL PIPE ZINC COATED FILLED WITH CONCRETE AT ASPHALT PAVEMENTS: CONCRETE SLEEVE (PIER) TO STOP AT TOP OF BINDER COURSE

AT CONCRETE PAVEMENT: CROWN CONCRETE AT BASE OF PIPE EXPANSION JOINT ALL SIDES W/CONCRETE PAVEMENT ONLY

SURFACE COURSE SQ.

ASPHALT PAVING

CONCRETE PAVING

COMPACTED SUBGRADE PER SOILS REPORT 4' MIN. COVER 14" DIA. CONCRETE BASE

BLDG. CORNER

6" MIN.

3'-6" MIN. @ BELOW FINISHED GRADE

2'-6"

PRINCIPAL IN CHARGE

1'-0"

SS BOLLARD 1'-0"

14". REVISION NUMBER

DATE OF ISSUANCE:

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

12-04-15

CONC. CURB/ GUTTER

10" BOLLARD KEYPAD STAND

STEEL REINFORCING BARS (2 PER WHEEL STOP)

A/C PAVING

KEY PAD

MA DRAWN BY

CS NO.

REASON

DATE

A0.04

2" 312"

NOTE: PROVIDE A 5'-0" SQUARE LEVEL SURFACE (2% MAX. SLOPE) IN FRONT OF THE ENTRY/EXIT KEYPAD FOR HANDICAP ACCESSIBILITY.

512"

PROJECT MANAGER

CONCRETE WHEEL STOP- 4'-0" WIDE AT SINGLE SPACES AND 6'-0" WIDE AT DOUBLE SPACES. SEE SITE PLAN FOR LOCATIONS.

2'-0" TO FACE OF CURB U.N.O.

BY SECURITY VENDOR

60% SET: 09/23/16

6'-0"

MAX 2% SLOPE

6'-0"

24" MAX. FROM OPERABLE PART TO OPERATOR

REVISION NUMBER

6'-0"

MAX 2% SLOPE UP

PROTOTYPE: 3-STORY

6'-0"

MAX 2% SLOPE

6" CONC. CURB (WHERE OCCURS) NOTE: PLACE KEYPAD ON CURB OR WITHIN LANDSCAPING WHERE POSSIBLE. REFER TO SITE PLAN FOR SAMPLE

SITE PLAN DETAILS

16036 REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

KEYPAD BOLLARD PLAN VIEW SCALE: N.T.S.

5 A0.04

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

CONCRETE WHEEL STOP SCALE: N.T.S.

1 A0.04

09.23.16

A0.04

A2.01

10'-3"

10'-0"

1'-0"

10"

513'-0" 10'-0"

10'-0"

10'-4"

MASONRY VENEER W/ EIFS ABOVE

10'-10"

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

10'-0"

10x30

30'-618"

B 10x30

10x30

09.23.2016

5x5

72'-0"

10'-0"

STAIR A

5'-0"

1 A6.01

CORRIDOR 1-3 C103

5x5

CORRIDOR 1-3 C103

5'-1"

10'-0"

5x10

20'-17 8"

5x5

F 5x5

10'-0"

10x10

10'-0"

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x10 5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x10

5x5

4'-1018"

CORRIDOR 1-6 C106

5x10

5x5

5x10

10x10

5x5

5x10

5x5

CORRIDOR 1-6 C106

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

701 Western Avenue, Glendale, CA 91201

10'-0"

5x10

5x5

5x10

Public Storage, Inc.

5x5

10x15

35'-2" 10x20

10x20

10x20 5x5

5x10

5x5

5x10

5x5

5x10

CORRIDOR 1-7 C107

CORRIDOR 1-4 C104

5x5

CORRIDOR 1-5 C105

5x10

CORRIDOR 1-2 C102

5x5

CORRIDOR 1-7 C107

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

4'-3"

5x10

10x25

8'-3"

10'-0"

10x25

5x5

5x10

10x25

LEGEND EXTERIOR WALL MASONRY VENEER OVER 3" INSULATION BOARD PLUS GYP. BOARD OVER METAL GAUGE FRAMING

10x25

5x5

5x10

5x5

5x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x20

PUBLIC STORAGE

10x20

5x10

4'-2"

10'-0"

10x20

4'-10"

DISPLAY AREA 101

4'-2"

10x20

4'-2"

33'-6"

10'-0"

5x10

NON-RATED PARTITION SEE ENLARGED OFFICE AND APARTMENT PLAN

N 5x5

5x10

5x5

5x10

NON RATED BEARING PARTITION SEE WALL TYPES G2.01 SEE METAL AND LINER PLAN A9.01 FOR PANEL TYPE

5x10

1 HR RATED INTERIOR MASONRY WALL AT STAIR/ELEVATOR SEE ENLARGED STAIR

5x10

1 HR RATED INTERIOR MASONRY WALL AT ELEVATOR LOBBY SEE ENLARGED ELAVATOR

10'-0"

C-1

10'-07 8"

5'-0"

105'-1"

4'-9"

5x5

5x10

9'-97 8"

4'-10" 5x5

1'-014"

5x10

9'-97 8"

50'-2"

5x10

110'-4"

O 5x5

5x5

5x10

5x5

10'-0"

5x10

5x5

5x10

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

5x5

5x10

P 5x5 10x25 5x5

5x10

10x25

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

5x5

10'-0"

MENU BOARD

5x10

10'-0"

$ B

BREAK ROOM

ADA

5x5

5x10

WOMEN PL-102A

5x5

JANITOR PL-103A

10x10

5x10

10x30

INTERCOM

STAIR B

10x20

ACCESSIBLE UNIT

FULL HEIGHT WHITE METAL PANEL, SEE DETAIL ______

10x20

EMR UT-103A

10'-2"

ELECTRICAL ROOM UT-101

10x20

SPRINKLER ROOM UT-102

SECURITY CAMERA

MOTION DETECTOR

SIGN XX

SEE SIGNAGE TYPES SHEET A9.00

NO.

REASON

DATE

8" 10"

KEYPAD

8'-6"

A2.01

6'-018"

18'-0"

1 A4.01

2 A6.20

5'-117 8"

PROVIDE SHEET MEMBRANE WATERPROOFING AROUND ELEVATOR PIT

MASONRY VENEER W/ EIFS ABOVE

1 A6.02

207'-018"

8'-6"

DRAWN BY

FIRST FLOOR PLAN AREA A

PROJECT NORTH

67'-0"

KEYPAD

10x30

PS STORAGE

30'-4"

WMP-1

MASONRY VENEER W/ EIFS ABOVE

FIRE EXTINGUISHER CABINET LOC.

PROJECT MANAGER

NEW STORAGE UNIT PARTITIONS BY STORAGE UNIT VENDOR (TYP)

1 A4.03

10x10

3 HR RATED WALL; 12" CMU BLOCK WITH 5/8" GYP. BD. EACH SIDE.

5x10

5x5

30'-4"

C SLATWALL (8'x8')

20'-6"

10x25

CORRIDOR 1-1 C101

10x20

OFFICE

10x25

5x5

LOBBY LB-100A

10x25

SECURITY RACK

SECURITY MONITOR

10x25

PANEL PARTITION DIAMOND PLATING IN CORRIDORS ARE 20' RADIUS FROM ENTRY. SEE PANEL PLAN A9.01 FOR MORE INFO

10'-0"

10x25

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

MEN PL-101A

10x25

PRINCIPAL IN CHARGE

5x10

PRINTER/FAX COPIER

10x25

5x10

5x5

MAGNETIC LOCK AND HOLD OPEN

ID SIGN/ DR PANEL

10x25

5x5

5x10

4'-918"

CORRIDOR 1-1 C101

5x10

10x25

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

Q 5x10

5x5

5x10

50'-4"

10'-0"

5x10

60% SET: 09/23/16

5x5

5x10

PROTOTYPE: 3-STORY

192'-10"

4'-2"

10'-0"

4'-3"

A2.01

10x15

8'-3"

10'-0"

24 REVISION NUMBER

25 DATE OF ISSUANCE:

2-17-16

16036

FIRST FLOOR PLAN SCALE: 1/8"=1'-0"

1 A1.01

09.23.16

A1.01A

A2.01

513'-0" 10'-4"

10'-0"

10'-2"

1'-1"

MASONRY VENEER W/ EIFS ABOVE

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

B 10x30

10x30

09.23.2016 C

1 A6.01

D 5x5

5x5

CORRIDOR 1-10 C110

5x5

CORRIDOR 1-10 C110

5x10

5x5

5x10

10x10

5x10

5x10 5x5

10x10

5x5

5x10

5x5

5x10 10x10

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x10

5x5

5x10

5x5

5x10

10x10

5x5

5x10

STAIR C

701 Western Avenue, Glendale, CA 91201

5x5

5x10

G CORRIDOR 1-13 C113

5x5

5x10

5x5

5x10

Public Storage, Inc.

CORRIDOR 1-13 C113

5x10

H 5x10

5x5

5x10

5x5

10x15

5x10

5x5

10x15

5x5

5x10

5x5

5x10

J 5x5

5x5

5x10 2

10x20

5x10

10x20

5x5

5x10

5x5

5x10

5x5

5x10

CORRIDOR 1-14 C114 5x5

5x10

CORRIDOR 1-11 C111

5x10

CORRIDOR 1-12 C112

5x5

CORRIDOR 1-9 C109

5x10

CORRIDOR 1-14 C114 5x5

5x5

5x10

L 5x10

5x10

M 5x5

5x10

10x25

5x5

5x10

5x5

5x10

10x25

LEGEND

5x10

EXTERIOR WALL MASONRY VENEER OVER 3" INSULATION BOARD PLUS GYP. BOARD OVER METAL GAUGE FRAMING

10x25 5x5

5x5

5x10

N 5x5

5x10

5x5

5x10

5x5

NON-RATED PARTITION SEE ENLARGED OFFICE AND APARTMENT PLAN

5x10 NON RATED BEARING PARTITION SEE WALL TYPES G2.01 SEE METAL AND LINER PLAN A9.01 FOR PANEL TYPE

C-1

1'-014"

9'-97 8"

4'-10"

105'-3" 5x5

5x10

120'-418"

4'-9"

4'-93 4"

5x5

5x10

10'-17 8"

5x5

5x10

O 5x5

5x10

5x5

5x10

10x25

5x10

10x25

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

5x5

5x10

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

5x5

5x10 10x25

5x5

5x10

5x5

5x10

5x5

5x10

5x5

10x25

5x5

5x5 10x25

10x25

5x10

1 HR RATED INTERIOR MASONRY WALL AT ELEVATOR LOBBY SEE ENLARGED ELAVATOR PRINCIPAL IN CHARGE

5x10

5x5

3 HR RATED WALL; 12" CMU BLOCK WITH 5/8" GYP. BD. EACH SIDE.

5x10

Q 5x5

5x10

CORRIDOR 1-8 C108

5x10

R 5x10

5x5

5x5 10x10

10x10

STAIR B

FIRE EXTINGUISHER CABINET LOC.

KEYPAD

INTERCOM

10x15

5x5

5x10 ACCESSIBLE UNIT

10x30

5x5

5x10

WMP-1

5x5

5x10

SECURITY CAMERA

MOTION DETECTOR

SIGN XX

SEE SIGNAGE TYPES SHEET A9.00

10x30

FULL HEIGHT WHITE METAL PANEL, SEE DETAIL ______

10x20

LOBBY LB-100B

EMR UT-103B

5x5

MEN PL-101B

5x10

5x5

5x10

1 A4.02

12'-0"

NO.

REASON

DATE

PROVIDE SHEET MEMBRANE WATERPROOFING AROUND 40 ELEVATOR PIT

12'-107 8"

DRAWN BY

FIRST FLOOR PLAN AREA B

PROJECT NORTH

MASONRY VENEER W/ EIFS ABOVE

2 A6.20

1 " 8

KEYPAD

MASONRY VENEER W/ EIFS ABOVE

PROJECT MANAGER

5x10

WOMEN PL-102B

NEW STORAGE UNIT PARTITIONS BY STORAGE UNIT VENDOR (TYP)

MAGNETIC LOCK AND HOLD OPEN

10x15

5x5

PANEL PARTITION DIAMOND PLATING IN CORRIDORS ARE 20' RADIUS FROM ENTRY. SEE PANEL PLAN A9.01 FOR MORE INFO

10x25

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

CORRIDOR 1-8 C108

5x10

10x25

5x5

5x10

1 HR RATED INTERIOR MASONRY WALL AT STAIR/ELEVATOR SEE ENLARGED STAIR

10x25

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x20

5x5

5x10

PUBLIC STORAGE

5x5

5x10

A2.01

60% SET: 09/23/16

5x10

PROTOTYPE: 3-STORY

5x5

5x10

136'-9"

A2.01

50 REVISION NUMBER

51 DATE OF ISSUANCE:

2-17-16

16036

FIRST FLOOR PLAN SCALE: 1/8"=1'-0"

1 A1.01

09.23.16

A1.01B

A2.01

77 8"

10'-0"

95 8"

10'-3"

512'-8" 10'-0"

10'-0"

10'-4"

EIFS W/ MASONRY BELOW

A 10'-10"

5x10

10'-17 8"

5x5

5x10

5x5

5x10

4'-115 8"

5x10

CORRIDOR 2-3 C203

10'-0"

5x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

5x10

5x5 10x10 5x5

5x10

5x5

1 A6.01

10x10

STAIR A

10x10

5x10

10x10

5x10

09.23.2016

5x10

5x5

5x10

5x5

5x10

10x10

5x5

5x10

10x10

5x5

10x10

5x5

5x10

72'-0"

10'-0"

10x10

5x10

20'-2"

5x10

10x10

CORRIDOR 2-6 C206

5'-0"

10'-0"

5x5

5x10

E 5x10

10'-0"

5x5 10x10

10x10

5x5

5x10

10x10

5x10

5x5

5x10

5x5

5x10

5x5

5x10

20'-2"

5x5

10'-0"

10x10

10x10 5x10

5x5

5x10

CORRIDOR 2-7 C207

10'-0"

5x10

5x5

5x10

5x5

5x10

5x5

10x10

5x10

5x5

10x10

5x5

5x10

10x10

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x15

5x10

5x5

5x10

5x5

5x10

5x5

10x15

CORRIDOR 2-4 C204

4'-10"

10x15

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x15

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

5x5

CORRIDOR 2-8 C208

PUBLIC STORAGE

5x10

CORRIDOR 2-5 C205

DISPLAY AREA 201

4'-2"

CORRIDOR 2-8 C208

30'-2"

4'-3" 8'-1"

M 10'-0"

10x15

4'-2"

10'-0"

4'-2"

33'-6"

10'-0"

CORRIDOR 2-2 C202

4'-2"

5x5

5x10

10x15

5x5

10x15

5x10

5x5

10x15

LEGEND EXTERIOR WALL MASONRY VENEER OVER 3" INSULATION BOARD PLUS GYP. BOARD OVER METAL GAUGE FRAMING

5x10

5x5

NON-RATED PARTITION SEE ENLARGED OFFICE AND APARTMENT PLAN

N 5x10

5x10

5x5

5x10

5x5

5x10

NON RATED BEARING PARTITION SEE WALL TYPES G2.01 SEE METAL AND LINER PLAN A9.01 FOR PANEL TYPE

5x10

1 HR RATED INTERIOR MASONRY WALL AT STAIR/ELEVATOR SEE ENLARGED STAIR

10'-0"

C-1

CORRIDOR 2-9 C209

4'-10"

CORRIDOR 2-9 C209

5x10

O 10'-0"

5x10

5x5

10'-17 8"

105'-2"

4'-11"

5x10

5x5

10x15

5x5

5x5 4'-10"

10x15

5x10

10x15

4'-97 8"

110'-2" 5x5

10x15

9'-97 8" 5x10

5x5

10x15

1 HR RATED INTERIOR MASONRY WALL AT ELEVATOR LOBBY SEE ENLARGED ELAVATOR

1'-014"

PRINCIPAL IN CHARGE

PANEL PARTITION DIAMOND PLATING IN CORRIDORS ARE 20' RADIUS FROM ENTRY. SEE PANEL PLAN A9.01 FOR MORE INFO

P 5x10

5x5

5x10

35'-2"

10'-0"

5x10

5x5

5x10

5x5

Q 5x10

5x5 10x20

5x10

5x5

5x10

5x5

10x20

10'-0"

CORRIDOR 2-1 C201

5x10

5x5

5x10

5x5

10x20

3 HR RATED WALL; 12" CMU BLOCK WITH 5/8" GYP. BD. EACH SIDE.

5x10

5x5

5x10

5x5

5x10

5x5

5x10

FIRE EXTINGUISHER CABINET LOC.

KEYPAD

INTERCOM

10x20

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

CORRIDOR 2-1 C201

ACCESSIBLE UNIT

5x5

5x10

10x20

20'-2"

10x20

LOBBY LB-200A

10x20

5x5

5x10

5x5

5x10

5x5

5x10

WMP-1

10'-2"

5x5

8" 83 8"

30'-4"

7'-11"

A2.01

MA DRAWN BY

CS NO.

REASON

DATE

MOTION DETECTOR

SIGN XX

SEE SIGNAGE TYPES SHEET A9.00

SECOND FLOOR PLAN AREA A

7'-11"

2 A6.20

SECURITY CAMERA

EIFS W/ MASONRY BELOW

97'-7"

PROJECT NORTH

EIFS W/ MASONRY BELOW

STAIR B

5x10

5x5

FULL HEIGHT WHITE METAL PANEL, SEE DETAIL ______

10x20

5x5

5x10

SS PROJECT MANAGER

NEW STORAGE UNIT PARTITIONS BY STORAGE UNIT VENDOR (TYP)

10'-0"

5x5

5x10

10x20

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

S 5x10

10x20

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

10x20

4'-1118"

70'-10"

10'-0"

5x10

5x5

60% SET: 09/23/16

2'-8"

PROTOTYPE: 3-STORY

192'-6"

10x15

4'-2"

10'-0"

4'-3"

25'-2"

8'-1"

5x10

10x10

5x5

5x10 10x10

10x10

CORRIDOR 2-7 C207

5x5

10x10

5'-018"

10'-0"

10x10

701 Western Avenue, Glendale, CA 91201

5x5

5x10

Public Storage, Inc.

A2.01

5x5

24 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

16036

SECOND FLOOR PLAN SCALE: 1/8"=1'-0"

1 A1.02A

09.23.16

A1.02A

A2.01

512'-8" 10'-4"

10'-4"

10'-0"

107 8"

10'-2"

EIFS W/ MASONRY BELOW

5x10

10'-2"

5x10

10x10

4'-113 4"

10x10

5x10 5x10

5x10

5x5

5x10

5x5

10'-07 8" 5x10

09.23.2016

5x10

20'-2"

5x5

5x10

5x5

5x10

10x10 5x10

5x10

10x10

10x10 5x10

5x5

CORRIDOR 2-15 C215

1 A6.01

5x5

5x5 10x10

10x10

5x10

10x10

D 5x5

5x5

CORRIDOR 2-15 C215

5'-0"

5x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

5x10

5x5

10x10

5x5

5x10

5x10 10x10

5x5

CORRIDOR 2-12 C212

5x5

5x10

CORRIDOR 2-12 C212

5x5

10x10 5x10

10x10

10x10 5x10

5x5

10x10

10x10 5x5

STAIR C

20'-2"

5x10

5x5

5x10

5x5

5x10

10x10 5x10

5x10

10x10

10x10 5x10

5x5

5x10

10x10

CORRIDOR 2-16 C216

5x5

5x10

5x5

10x10

5x10

5x5

5x10

10x10

CORRIDOR 2-16 C216

10x10

5x10

5x5

5x5 10x10

10x10

25'-2"

5x10

10x10

5x5

5x10 10x10

10x10

5x5

5x10

5x5

5'-018"

5x10

701 Western Avenue, Glendale, CA 91201

5x10

5x5

5x10

10x10

Public Storage, Inc.

5x10

10x10

5x10

5x5

5x10

5x5

5x10

J 5x5

10x15

5x10

10x15

5x5

10x15

5x5

10x15

5x10 2

5x10

5x5

CORRIDOR 2-17 C217

5x5

CORRIDOR 2-14 C214

5x10

CORRIDOR 2-11 C211

5x10

5x5

5x10

5x5

5x10

CORRIDOR 2-13 C213

5x10

4'-10"

5x10

CORRIDOR 2-17 C217

K 5x10

5x10

5x5

A2.01

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

5x10

PUBLIC STORAGE

5x10

5x5

10x15

5x10

5x5

5x10

5x5

10x15

5x5

5x10

5x5

5x10

M 5x10

5x5

5x10

5x5

10x15

5x10

10x15

5x5

10x15

5x5

10x15

LEGEND

5x10

EXTERIOR WALL MASONRY VENEER OVER 3" INSULATION BOARD PLUS GYP. BOARD OVER METAL GAUGE FRAMING

5x10

N 5x10

5x10

5x5

NON-RATED PARTITION SEE ENLARGED OFFICE AND APARTMENT PLAN

5x10 NON RATED BEARING PARTITION SEE WALL TYPES G2.01 SEE METAL AND LINER PLAN A9.01 FOR PANEL TYPE

5x10

4'-103 8"

C-1

CORRIDOR 2-18 C218

5x10

CORRIDOR 2-18 C218

5x10

O 5x10 9'-97 8"

5x10 1'-014"

5x10

5x5

9'-97 8"

5'-0"

105'-2"

5x10

5x5

10x15

5x5

5x5 4'-10"

10x15

5x10

10x15

5x5

10x15

120'-2" 10x15

10x15

5x10

1 HR RATED INTERIOR MASONRY WALL AT STAIR/ELEVATOR SEE ENLARGED STAIR

5x10

1 HR RATED INTERIOR MASONRY WALL AT ELEVATOR LOBBY SEE ENLARGED ELAVATOR

4'-11" 10x15

10x15

5x5

10x15

PRINCIPAL IN CHARGE

PANEL PARTITION DIAMOND PLATING IN CORRIDORS ARE 20' RADIUS FROM ENTRY. SEE PANEL PLAN A9.01 FOR MORE INFO

P 5x10

5x10

35'-2"

5x10

5x5

5x10

5x5

5x10

10x20

5x10

5x5

10x20

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

STAIR B

5x10

5x5

5x10

R 5x5

FIRE EXTINGUISHER CABINET LOC.

KEYPAD

INTERCOM

CORRIDOR 2-10 C210

ACCESSIBLE UNIT

LOBBY LB-200B

10x20

5x5

5x10

WMP-1

5x5

5x10

SECURITY CAMERA

MOTION DETECTOR

SIGN XX

SEE SIGNAGE TYPES SHEET A9.00

10x20

FULL HEIGHT WHITE METAL PANEL, SEE DETAIL ______

T 5x10

5x5

5x10

5x5

2 A6.20

REASON

DATE

368'-11"

NO.

SECOND FLOOR PLAN AREA B

PROJECT NORTH

EIFS W/ MASONRY BELOW

X A6.01

DRAWN BY

5x10

5x5

PROJECT MANAGER

5x10

NEW STORAGE UNIT PARTITIONS BY STORAGE UNIT VENDOR (TYP)

5x5

5x10

5x5 10x20

5x5

10x20 5x10

10x20

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

20'-112"

5x5

10x20

3 HR RATED WALL; 12" CMU BLOCK WITH 5/8" GYP. BD. EACH SIDE.

5x10

5x5

5x10

CORRIDOR 2-10 C210

10x20

5x10

5x5

5x10

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

5x5

5x10

5x10 10x20

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

5x5

5x10

5x5

5x10

5x5

4'-1118"

5x10

60% SET: 09/23/16

5x5

PROTOTYPE: 3-STORY

5x10

30'-2"

5x10

A2.01

50 REVISION NUMBER

51 DATE OF ISSUANCE:

2-17-16

16036

SECOND FLOOR PLAN SCALE: 1/8"=1'-0"

1 A1.02B

09.23.16

A1.02B

A2.01

77 8"

10'-0"

95 8"

10'-3"

512'-8" 10'-0"

10'-0"

10'-4"

EIFS W/ MASONRY BELOW

A 10'-10"

5x10

10'-218"

5x5

5x10

CORRIDOR 3-3 C303

10'-0"

5x10

5x5

5x10

5x5

5x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

CORRIDOR 3-3 C303

5x10

5x5

5x10

09.23.2016

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

20'-2"

5x10

5x5 5x10

1 A6.01

10x10

STAIR A

10x10

5x5

72'-0"

5x5

CORRIDOR 3-6 C306

5'-0"

10'-0"

5x10

5x5

10'-0"

5x10

4'-113 4"

5x10

5x5

5x10

E 5x5

10'-0"

5x5 10x10

10x10

20'-2"

5x5

10x10

5x5

10'-0"

5x10

10x10

5x5

5x10

10x10

5x5

701 Western Avenue, Glendale, CA 91201

10'-0"

5x5

5x10

5x5 10x10

10x10

5x5

10x10

5x5

10x10

4'-10"

10x10

5x5

5x10

5x5

5x10

5x5

5x10

20'-2" 10x10

10x10

8'-1"

10x10

4'-1018"

4'-3"

CORRIDOR 3-9 C309

5x10

10x10

CORRIDOR 3-9 C309 5x5

5x5 10x10

10x10

5x5 10x10

10x10

5x10

10'-0"

10x10 4'-11"

10x10

10x10 105'-218"

5x5

10'-0"

5x10

5x5

CORRIDOR 3-10 C310

5x10

10x10

4'-97 8"

10x10

5x10

NON RATED BEARING PARTITION SEE WALL TYPES G2.01 SEE METAL AND LINER PLAN A9.01 FOR PANEL TYPE

5x5

5x10

10'-0" 5x10

1 HR RATED INTERIOR MASONRY WALL AT STAIR/ELEVATOR SEE ENLARGED STAIR

5x10

1 HR RATED INTERIOR MASONRY WALL AT ELEVATOR LOBBY SEE ENLARGED ELAVATOR

10x10

110'-2"

5x5

4'-10"

10'-2"

NON-RATED PARTITION SEE ENLARGED OFFICE AND APARTMENT PLAN

5x10

20'-2"

5x5

EXTERIOR WALL MASONRY VENEER OVER 3" INSULATION BOARD PLUS GYP. BOARD OVER METAL GAUGE FRAMING

C-1

5x5

5x10

LEGEND

10x10

5x5

5x10

10x10

5x5

5x10

10x10

10'-0" 5x10

4'-11"

CORRIDOR 3-10 C310

5x10

PRINCIPAL IN CHARGE

PANEL PARTITION DIAMOND PLATING IN CORRIDORS ARE 20' RADIUS FROM ENTRY. SEE PANEL PLAN A9.01 FOR MORE INFO

P 5x5

10'-0"

5x10

5x5 10x10

10x10

5x5

5x10

10x10

25'-2" 10x15

10x15

5x5

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

R 5x5

10x10

10x15

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR 10x15 DOORS.

10x15

CORRIDOR 3-1 C301

5x10

10x15

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

3 HR RATED WALL; 12" CMU BLOCK WITH 5/8" GYP. BD. EACH SIDE.

5x10

5x5

5x10

5x5

5x10

5x5

5x10

FIRE EXTINGUISHER CABINET LOC.

KEYPAD

INTERCOM

CORRIDOR 3-1 C301

5x5

ACCESSIBLE UNIT

5x5

5x10

WMP-1

5x5

5x10

SECURITY CAMERA

5x10

MOTION DETECTOR

5x5

SIGN XX

SEE SIGNAGE TYPES SHEET A9.00

10'-0"

5x5

10x20

20'-23 4"

5x5

5x10

10x20

LOBBY LB-300A

10x20

5x5

10'-2"

5x10

5x5

83 8"

EIFS W/ MASONRY BELOW

30'-4"

7'-11"

A2.01

DRAWN BY

CS NO.

REASON

DATE

7'-11"

2 A6.20

97'-7"

PROJECT MANAGER

THIRD FLOOR PLAN AREA A

PROJECT NORTH

EIFS W/ MASONRY BELOW

FULL HEIGHT WHITE METAL PANEL, SEE DETAIL ______

5x10

NEW STORAGE UNIT PARTITIONS BY STORAGE UNIT VENDOR (TYP)

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

5x10

10x10

5x5

5x10

10x10

10x15

10'-0"

5x10

10x15

5'-018"

10'-0"

70'-10"

5x5

5x10

10x10

5x5

Q 5x10

10x10

5x5

5x10

5x5

60% SET: 09/23/16

10x10

PROTOTYPE: 3-STORY

4'-2" 4'-2"

10x10

2'-8"

10x10

5x5

5x10

10x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x10

PUBLIC STORAGE

10x10

5x5

5x10

5x10 10'-0"

5x5

CORRIDOR 3-4 C304

5x10

CORRIDOR 3-8 C308 CORRIDOR 3-5 C305

CORRIDOR 3-2 C302

4'-2"

CORRIDOR 3-8 C308

4'-2"

33'-6"

10'-0"

10x10

4'-2"

10'-0"

K 10'-0"

10x10

20'-2"

4'-3"

10x10 5x10

192'-6"

10x10

5x5

5x10

10x10

5x5

5x10

8'-1"

10'-0"

A2.01

CORRIDOR 3-7 C307

Public Storage, Inc.

CORRIDOR 3-7 C307

5x10

4'-10"

24 REVISION NUMBER

25 DATE OF ISSUANCE:

2-17-16

16036

SECOND FLOOR PLAN SCALE: 1/8"=1'-0"

1 A1.02A

09.23.16

A1.03A

A2.01

512'-8" 10'-4"

10'-4"

10'-0"

107 8"

10'-2"

EIFS W/ MASONRY BELOW

5x10

10'-218"

5x10

5x5

5x5 10x10

5x10

5x5

5x10

5x5

5x10

10x10

5x5

5x10

5x5 5x10

5x10

09.23.2016

5x10

10x10

5x10

5x5

19'-1112"

5x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

5x10

5x5 5x10

5x10

4'-113 4"

5x5

5x10

5x5

CORRIDOR 3-13 C313

10x10

1 A6.01

5x10

5x5 10x10

D 5x5

5x5

CORRIDOR 3-16 C316

5'-2"

5x10

CORRIDOR 3-13 C313

5x5

E 5x5

5x10

10x10

10x10 5x5

5x5 10x10

10x10

5x5

5x10

10x10

5x5

5x10

10x10

5x5

5x10

10x10

20'-15 8"

5x10

5x5

10x10

5x5

5x10

5x5

5x10

10x10

5x5

701 Western Avenue, Glendale, CA 91201

5x10

CORRIDOR 3-17 C317 5x5

CORRIDOR 3-17 C317

5x10

5x5

5x5 10x10

10x10

5x10

5x5

5x10

5x5

10x10

5x10

10x10

H 5x5

5x10

5x5

5x10

20'-2"

5x10

10x10

Public Storage, Inc.

5x10

4'-10"

10x10

5x5

5x10

10x10

J 5x5

5x5

5x10

10x10

5x5

10x10

5x10

10x10 5x5

5x10

M CORRIDOR 3-19 C319

10x10

EXTERIOR WALL MASONRY VENEER OVER 3" INSULATION BOARD PLUS GYP. BOARD OVER METAL GAUGE FRAMING

5x10

10x10

N 5x5

10x10 10'-0" 5x10

5x10

10'-0" 5x10

4'-11"

10x10

10x10 105'-218"

5x5

10x10

4'-97 8"

5x5 10x10

10x10

10x10 120'-2"

5x5

CORRIDOR 3-20 C320

5x10

NON RATED BEARING PARTITION SEE WALL TYPES G2.01 SEE METAL AND LINER PLAN A9.01 FOR PANEL TYPE

C-1

5x5

5x10

NON-RATED PARTITION SEE ENLARGED OFFICE AND APARTMENT PLAN

5x10

20'-2"

10x10

5x10

10x10 5x5

4'-10"

5x10

LEGEND

5x10

5x5

10x10

5x5

5x10

5x5 10x10

5x10

5x5

5x10

10x10

5x5

CORRIDOR 3-19 C319

5x10

10x10

5x5

5x10

10x10

5x5

5x10

10x10

5x5

10x10

5x10

10x10

5x5

5x10

10x10

5x5

CORRIDOR 3-14 C314

5x5

A2.01

5x10

20'-23 8"

5x10

CORRIDOR 3-18 C318

4'-1018"

5x10

CORRIDOR 3-15 C315

5x10

CORRIDOR 3-12 C312

5x10

4'-10"

CORRIDOR 3-18 C318

10'-13 4"

4'-10"

1 HR RATED INTERIOR MASONRY WALL AT STAIR/ELEVATOR SEE ENLARGED STAIR

5x10

CORRIDOR 3-20 C320

1 HR RATED INTERIOR MASONRY WALL AT ELEVATOR LOBBY SEE ENLARGED ELAVATOR

5x10

PRINCIPAL IN CHARGE

PANEL PARTITION DIAMOND PLATING IN CORRIDORS ARE 20' RADIUS FROM ENTRY. SEE PANEL PLAN A9.01 FOR MORE INFO

10x10 5x10

10x10

5x10

5x5

5x10

5x5

5x10

10x15

5x5

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

10x15

10x10

5x5

10x15

5x5

10x15

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

10x15

10x20

LOBBY LB-300B

10x20

5x5

KEYPAD

INTERCOM

10x20

CORRIDOR 3-11 C311

5x10

ACCESSIBLE UNIT

10x20

5x5

5x10

WMP-1

5x5

5x10

SECURITY CAMERA

MOTION DETECTOR

SIGN XX

SEE SIGNAGE TYPES SHEET A9.00

10x20

FULL HEIGHT WHITE METAL PANEL, SEE DETAIL ______

T 5x10

5x5

5x10

5x5

A2.01

NO.

REASON

DATE

368'-11" 2 A6.20

DRAWN BY

THIRD FLOOR PLAN AREA B

PROJECT NORTH

EIFS W/ MASONRY BELOW

X A6.01

5x10

FIRE EXTINGUISHER CABINET LOC.

SS PROJECT MANAGER

NEW STORAGE UNIT PARTITIONS BY STORAGE UNIT VENDOR (TYP)

5x5

5x10

5x5

5x10

5x5 10x20

3 HR RATED WALL; 12" CMU BLOCK WITH 5/8" GYP. BD. EACH SIDE.

5x10

5x5

10x20

5x10

10x10

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

5x5

5x10

10x10

5x5

CORRIDOR 3-11 C311

5x10

10x10

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

5x5

5x10

10x10

5x5

5x10

10x10

5'-018"

5x10

5x5

25'-2"

5x10

20'-23 4"

5x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x10

PUBLIC STORAGE

10x10

60% SET: 09/23/16

5x10

10x10

PROTOTYPE: 3-STORY

10x10

50 REVISION NUMBER

51 DATE OF ISSUANCE:

2-17-16

16036

SECOND FLOOR PLAN SCALE: 1/8"=1'-0"

1 A1.02A

09.23.16

A1.03B

6"X6" PRE-FINISHED DOWNSPOUT TYP.

A 21"X4" SCUPPER BELOW

21"X4" SCUPPER BELOW

ROOF CORNICE/CAP

21"X4" SCUPPER BELOW

8"X12" PREFINISHED MTL BOX GUTTER TO MATCH PARAPET PROFILE

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016 C

ROOF PADS AT ROOF EQUIPMENT ONLY

MECHANICAL UNIT VERIFY AND COORDINATE LOCATION WITH STRUCTURAL & MECHANICAL

701 Western Avenue, Glendale, CA 91201

Public Storage, Inc.

SLOPE= 1/4" PER FOOT MIN.

3 HOUR RATED WALL TO TERMINATE 30" ABOVE ROOF

CRICKET SLOPE 1/2" PER FT.

HIGH POINT RIDGE +/- 34'-0"

MECHANICAL UNIT VERIFY AND COORDINATE LOCATION WITH STRUCTURAL & MECHANICAL

SLOPE= 1/4" PER FOOT MIN.

3 A3.23

SLOPE= 1/4" PER FOOT MIN.

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

ROOF PADS AT ROOF EQUIPMENT ONLY

PUBLIC STORAGE

ROOF CORNICE/CAP

GENERAL NOTES

4. 5.

R 3 A3.23

3 A3.23

AL. GUTTER W/ DOWNSPOUT ELEVATOR OVERRUN

SLOPE CANOPY ROOF 1/4" PER 1'-0" TOWARDS DRAIN

A3.23

+36'-4" T.O. ELEVATOR OVERUN

SLOPE CANOPY ROOF 1/4" PER 1'-0" TOWARDS DRAIN

ROOF CORNICE/CAP

METAL CANOPY WITH TIE BACK RODS BELOW

CRICKET SLOPE 1/2" PER FT.

SLOPE 1/4" PER FOOT

3 A3.23

METAL CANOPY WITH TIE BACK RODS BELOW

TAPERED INSULATION CRICKETS SHALL BE INSTALLED 2X THE SLOPE OF ROOF UPSTREAM/UPHILL SIDE OF ALL EQUIPMENT CURBS LARGER THAN 24" AND EXTEND 6" BEYOND EQUIPMENT AT APPROXIMATE LIMITS INDICATED ON PLAN. SLOPE OF A VALLEY FORMED BY CRICKET IS DESIGNED TO APPROXIMATE A SLOPE OF 1/8:12.

WHEN ALLOWED BY MUNICIPALITY AND NOT VISIBLE FROM ELEVATOR PENTHOUSE, PENTHOUSE SHALL BE WRAPPED IN ROOFING MEMBRANE

NO SCREW SHALL BE USED FOR GUTTER/DOWNSPOUTS. PROVIDE ALUMINUM RIVETS

11.

ALL EXPOSED INSULATION WIRING AND OTHER MISCELLANEOUS EQUIPMENT SHALL BE RATED FOR EXTERIOR USE ROOF PADS SHALL BE PROVIDED TO AND AROUND ALL ROOF HATCH, MECHANICAL EQUIPMENT GAS PIPING MOUNTING BRACKET. SEE A10/A1.05

12.

ROOF SLOPES ARE MINIMUMS

13.

VERIFY ALL ROOF PENETRATION LOCATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS

10.

CRICKET SLOPE 1/2" PER FT.

ALL UNDERLAYMENT SHALL BE PEEL & STICK VERSUS ASPHALT PAPER CONDENSERS FOR LIVING SPACE AND OFFICE WHEN INSTALLED SHALL BE INSTALLED ON SLEEPERS PARALLEL TO SLOPE OF ROOF

MIR

CRICKET SLOPE 1/2" PER FT.

8"X12" PREFINISHED MTL BOX GUTTER TO MATCH PARAPET PROFILE

3 A3.23

6"X6" PRE-FINISHED DOWNSPOUT TYP.

21"X4" SCUPPER BELOW

+36'-4" T.O.P.

6"X6" PRE-FINISHED DOWNSPOUT TYP.

21"X4" SCUPPER BELOW

21 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

1A 1B

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

ROOF PLAN AREA A

6"X6" PRE-FINISHED DOWNSPOUT TYP.

60% SET: 09/23/16

ROOF PADS SHALL SURROUND ROOF TOP EQUIPMENT & LADDER HATCH CLEARANCES BETWEEN ROOF TOP EQUIPMENT SHALL BE VERIFIED WITH MANUF. BEFORE SETTING EQUIPMENT STANDING SEAM METAL ROOF (AS OCCURS) COLOR SHALL BE FACTORY FINISHED AND CARRY WARRANTY

PROTOTYPE: 3-STORY

1. 2.

PRINCIPAL IN CHARGE

ROOF PLAN AREA A SCALE: 1/8"=1'-0"

16036

1 A1.04

NORTH

09.23.16

A1.04

6"X6" PRE-FINISHED DOWNSPOUT TYP.

A 21"X4" SCUPPER BELOW

21"X4" SCUPPER BELOW

ROOF CORNICE/CAP

21"X4" SCUPPER BELOW

21"X4" SCUPPER BELOW 8"X12" PREFINISHED MTL BOX GUTTER TO MATCH PARAPET PROFILE

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016 C ROOF HATCH, 30"x 96", PAINTED, GALV. STEEL ROOF HATCH W/ INTEGRAL CURB AND BIL-GUARD HATCH METAL GUARDRAIL SAFETY RAILING SYSTEM - BILCO COMPANY TYPE "L" OR ARCHITECT APPROVED EQUAL.

8 A3.23

9 A3.23

E 3 A3.23

MECHANICAL UNIT VERIFY AND COORDINATE LOCATION WITH STRUCTURAL & MECHANICAL

CRICKET, SLOPE 41" PER 1'-0"

LINE OF STAIRWELL BELOW

701 Western Avenue, Glendale, CA 91201

ROOF PADS AT ROOF EQUIPMENT ONLY

Public Storage, Inc.

SLOPE= 1/4" PER FOOT MIN.

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

ROOF PADS AT ROOF EQUIPMENT ONLY

HIGH POINT RIDGE +/- 34'-0"

L MECHANICAL UNIT VERIFY AND COORDINATE LOCATION WITH STRUCTURAL & MECHANICAL

3 HOUR RATED WALL TO TERMINATE 30" ABOVE ROOF

SLOPE= 1/4" PER FOOT MIN.

GENERAL NOTES 2. ROOF CORNICE/CAP

STANDING SEAM METAL ROOF (AS OCCURS) COLOR SHALL BE FACTORY FINISHED AND CARRY WARRANTY

ALL UNDERLAYMENT SHALL BE PEEL & STICK VERSUS ASPHALT PAPER

Q 5.

3 A3.23

WHEN ALLOWED BY MUNICIPALITY AND NOT VISIBLE FROM ELEVATOR PENTHOUSE, PENTHOUSE SHALL BE WRAPPED IN ROOFING MEMBRANE

NO SCREW SHALL BE USED FOR GUTTER/DOWNSPOUTS. PROVIDE ALUMINUM RIVETS

ALL EXPOSED INSULATION WIRING AND OTHER MISCELLANEOUS EQUIPMENT SHALL BE RATED FOR EXTERIOR USE

10.

ROOF PADS SHALL BE PROVIDED TO AND AROUND ALL ROOF HATCH, MECHANICAL EQUIPMENT

11.

GAS PIPING MOUNTING BRACKET. SEE A10/A1.05

12.

ROOF SLOPES ARE MINIMUMS

13.

VERIFY ALL ROOF PENETRATION LOCATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS

CRICKET SLOPE 1/2" PER FT.

AL. GUTTER W/ DOWNSPOUT

A3.23

SLOPE 1/4" PER FOOT

6 A3.23

SLOPE CANOPY ROOF 1/4" PER 1'-0" TOWARDS DRAIN METAL CANOPY WITH TIE BACK RODS BELOW

ELEVATOR OVERRUN

MIR

CONDENSERS FOR LIVING SPACE AND OFFICE WHEN INSTALLED SHALL BE INSTALLED ON SLEEPERS PARALLEL TO SLOPE OF ROOF

3 A3.23

ROOF PADS SHALL SURROUND ROOF TOP EQUIPMENT & LADDER HATCH CLEARANCES BETWEEN ROOF TOP EQUIPMENT SHALL BE VERIFIED WITH MANUF. BEFORE SETTING EQUIPMENT

8"X12" PREFINISHED MTL BOX GUTTER TO MATCH PARAPET PROFILE

+36'-4" T.O. ELEVATOR OVERUN

6"X6" PRE-FINISHED DOWNSPOUT TYP.

21"X4" SCUPPER BELOW

+36'-4" T.O.P.

6"X6" PRE-FINISHED DOWNSPOUT TYP.

21"X4" SCUPPER BELOW

47 REVISION NUMBER

48 DATE OF ISSUANCE:

2-17-16

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

PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

1A 1B

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

16036

ROOF PLAN AREA B

6"X6" PRE-FINISHED DOWNSPOUT TYP.

60% SET: 09/23/16

PROTOTYPE: 3-STORY

PRINCIPAL IN CHARGE

1 A1.04

NORTH

09.23.16

A1.04

4 A3.11

3 A3.12 SIM

1 A3.12

2 A3.12

SIM

5 4

T.O.P. 41'-0"

T.O.P. 36'-4"

T.O.P. 39'-0"

T.O.ROOF 32'-0"

03_THIRD FLR 21'-4"

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

03_THIRD FLR 21'-4"

02_SECOND FLR 10'-8"

RENTAL OFFICE

09.23.2016 01_FIRST FLR 0"

01_FIRST FLR 0"

REVISION NUMBER

DATE OF ISSUANCE:

EAST ELEVATION SCALE: 1/16"=1'-0"

//-//-//

1 A2.01

MATERIAL LEGEND/KEYNOTES NOTE: *

# 1. PROVIDE BID ALTERNATE TO ADD ANTI-GRAFFITI COATING TO ENTIRE BUILDING PERIMETER FROM GRADE TO 7'-4" AFF (TOP OF CMU COURSING). 3 A3.12

2 A3.11

3 A3.11

2. ALL MATERIALS AND INSTALLATIONS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. SUBMIT PRODUCT AND PAINT SAMPLES TO AOR.

4 A3.11

T.O.P. 41'-0"

DENOTES WINDOW TYPE, SEE DWG. A7.03

701 Western Avenue, Glendale, CA 91201

1 A3.11

*KEYNOTE # TYP.

T.O.P. 36'-4"

Public Storage, Inc.

T.O. ROOF 32'-0"

4 03_THIRD FLR 21'-4"

02_SECOND FLR 10'-8"

01_FIRST FLR 0"

*MATERIAL LETTER TYP.

SOUTH ELEVATION

2 A2.01

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

//-//-//

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

DATE OF ISSUANCE:

PUBLIC STORAGE

REVISION NUMBER

2 A3.12

5 4

9 16

T.O.P. 39'-0"

T.O.P. 41'-0"

T.O.ROOF 32'-0"

03_THIRD FLR 21'-4"

02_SECOND FLR 10'-8"

01_FIRST FLR 0"

15 PRINCIPAL IN CHARGE

REVISION NUMBER

DATE OF ISSUANCE:

WEST ELEVATION SCALE: 1/16"=1'-0"

//-//-//

3 A2.01

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

3 A3.12

PROTOTYPE: 3-STORY

60% SET: 09/23/16

T.O.P. 36'-4"

T.O. ROOF 32'-0"

03_THIRD FLR 21'-4"

02_SECOND FLR 10'-8"

ELEVATIONS

01_FIRST FLR 0"

16036 REVISION NUMBER

DATE OF ISSUANCE:

//-//-//

NORTH ELEVATION SCALE: 1/16"=1'-0"

4 A2.01

09.23.16

A2.01

CL 3 A3.22

R-13 BATT INSULATION

EQ. EQ. EQ.

- SINGLE-PLY TPO MEMBRANE ROOFING - RIGID INSULATION (R-20 min.) - 3" GALV. METAL ROOF DECK -ROTATE DECK TRANSITION AT CORNERS, REFER TO STRUCTURAL

9'-8"

2" x 4-1/2" STOREFRONT GLAZING SYSTEM W/ INSUL. GLASS

- 4-1/2" COMPOSITE CONC. SLAB: 2 1/2" NORMAL WEIGHT CONCRETE COVER ON 2", 18 ga. COMPOSITE METAL DECK - REINFORCING PER STRUCT. DWGS.

1'-0"

2 A3.21

EQ. 36'-4"

EQ.

6 A3.21

EQ.

10 A3.22

THIRD FLOOR EL: 21'- 4"

41'-0"

1'-0"

THIRD FLOOR EL: 21'- 4"

2" x 2", 14 ga. WIRE MESH CEILING ABOVE STORAGE UNITS (TYP.)

TYP. EXTERIOR WALL CONSTRUCTION W/ EIFS

- EIFS - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - LT. GAGE WALL FRAMING (SEE STRUCT. DWGS. FOR ADD'L. INFO.)

9'-8"

2" x 4-1/2" STOREFRONT GLAZING SYSTEM W/ INSUL. GLASS

EQ.

3/4" REVEAL

EQ.

3/4" REVEAL

9'-8"

3/4" REVEAL

- EIFS - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - LT. GAGE WALL FRAMING (SEE STRUCT. DWGS. FOR ADD'L. INFO.) 3/4" REVEAL

TYP. FLOOR / CEILING CONSTRUCTION

EQ.

3/4" REVEAL

TYP. FLOOR / CEILING CONSTRUCTION

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

- 4-1/2" COMPOSITE CONC. SLAB: 2 1/2" NORMAL WEIGHT CONCRETE COVER ON 2", 18 ga. COMPOSITE METAL DECK - REINFORCING PER STRUCT. DWGS.

PUBLIC STORAGE

TYP. FLOOR/CEILING CONSTRUCTION

1'-0"

3/4" REVEAL

EQ.

TYP. FLOOR/CEILING CONSTRUCTION

EQ.

TYP. FLOOR/CEILING CONSTRUCTION

3/4" REVEAL

Public Storage, Inc.

EQ.

- SINGLE-PLY TPO MEMBRANE ROOFING - RIGID INSULATION (R-20 min.) - 3" GALV. METAL ROOF DECK -ROTATE DECK TRANSITION AT CORNERS, REFER TO STRUCTURAL

TYP. ROOF/CEILING CONSTRUCTION

TYP. FLOOR/CEILING CONSTRUCTION

2" x 2", 14 ga. WIRE MESH CEILING ABOVE STORAGE UNITS (TYP.)

EQ.

- EIFS - 3" RIGID INSULATION - LT. GAGE MTL. FRAMING (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

3/4" REVEAL

2 A3.21

EQ.

TYP. PARAPET CONSTRUCTION

3/4" REVEAL

THIRD FLOOR EL: 21'- 4"

36'-4"

TEN 3/4" REVEALS, SPACED EQUALY

EQ. EQ. EQ. EQ. EQ.

EQ. EQ. EQ. EQ. EQ. EQ.

TYP. ROOF/CEILING CONSTRUCTION

EQ.

9'-8"

EQ. EQ.

9'-8"

- EIFS - 3" RIGID INSULATION - LT. GAGE MTL. FRAMING (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

TYP. ROOF/CEILING CONSTRUCTION

9'-8"

EQ.

1'-0" EQ.

1'-0"

TYP. ROOF/CEILING CONSTRUCTION - SINGLE-PLY TPO MEMBRANE ROOFING - RIGID INSULATION (R-20 min.) - 3" GALV. METAL ROOF DECK -ROTATE DECK TRANSITION AT CORNERS, REFER TO STRUCTURAL

THIRD FLOOR EL: 21'- 4"

- EIFS - 3" RIGID INSULATION - LT. GAGE MTL. FRAMING (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

EQ. EQ.

R-13 BATT INSULATION

1'-6"

TYP. PARAPET CONSTRUCTION

1'-0"

EQ. EQ.

3'-0"

- EIFS - 3" RIGID INSULATION - LT. GAGE MTL. FRAMING (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

TEN 3/4" REVEALS, SPACED EQUALY

1'-6"

EQ.

1'-4"

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET R-13 BATT INSULATION TYP. PARAPET CONSTRUCTION

R-13 BATT INSULATION

1'-0"

EQ. EQ. EQ.

TYP. PARAPET CONSTRUCTION

EQ. EQ.

3'-0"

1'-4"

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET

2'-5"

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET

1'-0"

CONTIN. MTL. COPING

EQ. EQ. EQ.

CONTIN. MTL. COPING

7'-8"

2'-5"

1'-6"

EQ. EQ. EQ. EQ.

3 A3.22

09.23.2016

1'-4"

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET

1'-4" 3 A3.22

2'-5"

CONTIN. MTL. COPING

701 Western Avenue, Glendale, CA 91201

2'-5"

CONTIN. MTL. COPING

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

3 A3.22

EQ. EQ. EQ. EQ.

7'-7 3/4"

TYP. FLOOR / CEILING CONSTRUCTION PRINCIPAL IN CHARGE

T.O. VENEER EL: 9'- 8"

SECOND FLOOR EL: 10'- 8"

1'-0"

SECOND FLOOR EL: 10'- 8"

1'-0"

SECOND FLOOR EL: 10'- 8"

60% SET: 09/23/16

11"

5 A3.21

6 A3.21

2 A3.21

4'-7"

1'-9"

11 A3.21 TYP. EXTERIOR WALL CONSTRUCTION W/ MASONRY VENEER ON STUD WALL

3/4" REVEAL

- 3"-4" (nom.), SPLIT-FACE CMU/VENEER (SEE ELEV. FOR COLOR) - 2" AIR SPACE - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - LT. GAGE STUD FRAMING (SEE STRUCT. DWG. FOR ADD'L. INFORMATION

2" x 4-1/2" STOREFRONT GLAZING SYSTEM W/ INSUL. GLASS

FIRST FLOOR EL: 0'- 0"

EQ.

9'-8"

9'-8" 4 A3.21

DAP-OUT @ SLAB EDGE (TYP.) 9 A3.21

TYP. CONCRETE SLAB-ON-GRADE - CONC. SLAB W/ REINF. PER STRUCT. DWGS. - 10 MIL. POLY. VAPOR BARRIER - 4" CRUSHED STONE BASE - NATIVE SOIL OR 95% COMPACTED FILL

- EIFS - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - LT. GAGE WALL FRAMING (SEE STRUCT. DWGS. FOR ADD'L. INFO.) 3/4" REVEAL

TYP. CONCRETE SLAB-ON-GRADE - CONC. SLAB W/ REINF. PER STRUCT. DWGS. - 10 MIL. POLY. VAPOR BARRIER - 4" CRUSHED STONE BASE - NATIVE SOIL OR 95% COMPACTED FILL

FIRST FLOOR EL: 0'- 0"

NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

TYP. EXTERIOR WALL CONSTRUCTION W/ EIFS

EQ.

8'-1"

9'-8"

2" x 4-1/2" STOREFRONT GLAZING SYSTEM W/ INSUL. GLASS

DRAWN BY

PROTOTYPE: 3-STORY

FURR-DOWN EL: 8'-1"

EQ.

3 A3.21

PROJECT MANAGER

DAP-OUT @ SLAB EDGE (TYP.)

FIRST FLOOR EL: 0'- 0"

WALL SECTIONS SEE STRUCT. DWG. FOR FOOTING DETAILS

SEE STRUCT. DWG. FOR FOOTING DETAILS

16036 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

4 A3.11

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

3 A3.11

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

2 A3.11

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

1 A3.11

09.23.16

A3.11

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016

1'-4"

R-13 BATT INSULATION

EQ. EQ. EQ.

1'-6"

- EIFS - 3" RIGID INSULATION - LT. GAGE MTL. FRAMING (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

FIVE 3/4" REVEALS, SPACED EQUALY TYP. PARAPET CONSTRUCTION

1'-6" - EIFS - 3" RIGID INSULATION - LT. GAGE MTL. FRAMING (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

1'-0"

THROUGH WALL SCUPPER, GUTTER AND DOWNSPOUT, RE: A1.04 AND A2.01

1'-0"

EQ.

TYP. ROOF/CEILING CONSTRUCTION

EQ.

TYP. FLOOR/CEILING CONSTRUCTION

- 4-1/2" COMPOSITE CONC. SLAB: 2 1/2" NORMAL WEIGHT CONCRETE COVER ON 2", 18 ga. COMPOSITE METAL DECK - REINFORCING PER STRUCT. DWGS.

1'-0"

THIRD FLOOR EL: 21'- 4"

36'-4"

EQ.

2 A3.21

EQ. 36'-4"

2" x 2", 14 ga. WIRE MESH CEILING ABOVE STORAGE UNITS (TYP.)

TYP. EXTERIOR WALL CONSTRUCTION W/ EIFS

- EIFS - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - CMU BLOCK (SEE STRUCT. DWGS. FOR ADD'L. INFO.)

- EIFS - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - LT. GAGE WALL FRAMING (SEE STRUCT. DWGS. FOR ADD'L. INFO.)

EQ.

3/4" REVEAL

9'-8"

3/4" REVEAL

EQ.

3/4" REVEAL

9'-8"

EQ.

3/4" REVEAL

TYP. FLOOR / CEILING CONSTRUCTION

EQ.

9'-8"

36'-4"

EQ.

2 A3.21

3/4" REVEAL

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

9'-8"

3/4" REVEAL

1'-0"

3/4" REVEAL

EQ.

3/4" REVEAL

THIRD FLOOR EL: 21'- 4"

- SINGLE-PLY TPO MEMBRANE ROOFING - RIGID INSULATION (R-20 min.) - 3" GALV. METAL ROOF DECK -ROTATE DECK TRANSITION AT CORNERS, REFER TO STRUCTURAL

EQ.

9'-8"

- SINGLE-PLY TPO MEMBRANE ROOFING - RIGID INSULATION (R-20 min.) - 3" GALV. METAL ROOF DECK -ROTATE DECK TRANSITION AT CORNERS, REFER TO STRUCTURAL

PUBLIC STORAGE

TYP. ROOF/CEILING CONSTRUCTION

Public Storage, Inc.

7 A3.22

11 A3.22

EQ.

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET

EQ. EQ.

EQ. EQ. EQ. EQ.

3'-0"

EQ. EQ. EQ.

- EIFS - 3" RIGID INSULATION - CMU BLOCK (SEE STRUCT. DWGS. FOR SIZE AND SPACING) - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING

1'-0"

EQ. EQ.

3'-0"

TYP. PARAPET CONSTRUCTION

- SINGLE-PLY TPO MEMBRANE ROOFING - RIGID INSULATION (R-20 min.) - 3" GALV. METAL ROOF DECK -ROTATE DECK TRANSITION AT CORNERS, REFER TO STRUCTURAL

9'-8"

2'-5"

TYP. PARAPET CONSTRUCTION

9 A3.22

THIRD FLOOR EL: 21'- 4"

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET FOUR 3/4" REVEALS, SPACED EQUALY

FIVE 3/4" REVEALS, SPACED EQUALY

1'-6"

CONTIN. MTL. COPING

R-13 BATT INSULATION

1'-4"

EXTEND TPO MEMBRANE VERT. AND LAP OVER TOP OF PARAPET

2'-5"

701 Western Avenue, Glendale, CA 91201

CONTIN. MTL. COPING

2'-7 7/8"

3'-0"

CONTIN. MTL. COPING

3 A3.22

2 A3.22

PRINCIPAL IN CHARGE

5 A3.21

5'-0" 3 A3.21

TYP. EXTERIOR WALL CONSTRUCTION W/ MASONRY VENEER ON STUD WALL

- 3"-4" (nom.), SPLIT-FACE CMU/VENEER (SEE ELEV. FOR COLOR) - 2" AIR SPACE - 3" RIGID INSULATION - MEMBRANE MOISTURE BARRIER - 5/8" DENSGLASS "GOLD" EXT. GYP. SHEATHING - CMU BLOCK (SEE STRUCT. DWG. FOR ADD'L. INFORMATION

DAP-OUT @ SLAB EDGE (TYP.) 9 A3.21

TYP. CONCRETE SLAB-ON-GRADE - CONC. SLAB W/ REINF. PER STRUCT. DWGS. - 10 MIL. POLY. VAPOR BARRIER - 4" CRUSHED STONE BASE - NATIVE SOIL OR 95% COMPACTED FILL

FIRST FLOOR EL: 0'- 0"

TYP. CONCRETE SLAB-ON-GRADE - CONC. SLAB W/ REINF. PER STRUCT. DWGS. - 10 MIL. POLY. VAPOR BARRIER - 4" CRUSHED STONE BASE - NATIVE SOIL OR 95% COMPACTED FILL

FIRST FLOOR EL: 0'- 0"

DRAWN BY

CS NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

2" x 4-1/2" STOREFRONT GLAZING SYSTEM W/ INSUL. GLASS

8'-8"

TYP. EXTERIOR WALL CONSTRUCTION W/ MASONRY VENEER ON STUD WALL

9'-8"

7 A3.21

PROJECT MANAGER

TYP. CONCRETE SLAB-ON-GRADE - CONC. SLAB W/ REINF. PER STRUCT. DWGS. - 10 MIL. POLY. VAPOR BARRIER - 4" CRUSHED STONE BASE - NATIVE SOIL OR 95% COMPACTED FILL FIRST FLOOR EL: 0'- 0"

PROTOTYPE: 3-STORY

T.O. VENEER EL: 9'- 8"

SECOND FLOOR EL: 10'- 8"

1'-0"

T.O. VENEER EL: 9'- 8"

SECOND FLOOR EL: 10'- 8"

1'-0"

SECOND FLOOR EL: 10'- 8"

60% SET: 09/23/16

8 1/4"

WALL SECTIONS SEE STRUCT. DWG. FOR FOOTING DETAILS

SEE STRUCT. DWG. FOR FOOTING DETAILS

16036 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

3 A3.12

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

2 A3.12

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

1 A3.12

09.23.16

A3.12

CEILING LEGEND KEY: LIGHT FIXTURE; CAGE REQUIRED >9'-0" AFF; SEE ELECTRICAL DWGS.

LIGHT FIXTURE; CAGE REQUIRED >9'-0" AFF; SEE ELECTRICAL DWGS. TYP. STORAGE UNIT: MESH CEILING INSTALLED @8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

LIGHT FIXTURE; SEE ELECTRICAL DWGS.

2'x4' RECESSED LIGHT FIXTURE; (WHITE); SEE ELECTRICAL DWGS.

2'x4' SURFACE MTD. LIGHT FIXTURE; (WHITE); SEE ELECTRICAL DWGS.

EXPOSED MTL DECK 24"x24" HATCH

RECESSED 6" COMPACT FLUORESCENT; SEE ELECTRICAL DRAWINGS

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

8'-0" A.F.F.

JUNCTION BOX; SEE ELECTRICAL DRAWINGS EXTERIOR WALL MOUNTED LIGHT FIXTURE; SEE ELECTRICAL DRAWINGS.

EMERGENCY ILLUMINATED EXIT SIGN; SEE ELECTRICAL DRAWINGS.

09.23.2016

TRACK LIGHT (8'-0"); COLORED WHITE; SEE ELECTRICAL DRAWINGS. FLUORESCENT STRIP, DECK MOUNTED; SEE ELECTRICAL DRAWINGS. SUPPLY DIFFUSER (24"x24"), COLORED: WHITE; SEE MECHANICAL DRAWINGS.

EXHAUST FAN (12"x12"), COLORED: WHITE; SEE MECHANICAL DRAWINGS.

EXPOSED MTL DECK - PTD BLACK

EXPOSED MTL DECK

701 Western Avenue, Glendale, CA 91201

AIR GRILLE, COLORED: WHITE; SEE MECHANICAL DRAWINGS.

Public Storage, Inc.

PREFRABRICATED ALUMINUM CANOPY

DATE OF ISSUANCE:

ENLARGED LOBBY REFLECTED CEILING PLAN SCALE: 1/4"=1'-0"

2/17/16

PUBLIC STORAGE

REVISION NO. NUMBER

A4.01

WALL MOUNTED - FIRE EXTINGUISHER ; LOCATED ON JANUS PANEL - BY JANUS ALL OTHER LOCATIONS - BY GC

EQUIPMENT SCHEDULE

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PLAN LEGEND / KEY 18

42" SECURITY MONITOR

ID SIGN/ DR PANEL

ID SIGN/ DOOR PANEL - 60" WIDE, FLOOR TO CEILING. MTD 12" FROM EDGE OF BACK COUNTER

MENU BOARD

MENU BOARD - 102"X36", TOP OF BOARD MTD 7'-2" A.F.F.

01 A4.06

K A1

SLATWALL (8'X8')

SERVICE BASIN

(2) 4'X8' SLATWALL MEN PL-101A

FIRE PANEL

CART RAILS

CART STORAGE

CART RAILS: INSTALL 34" GALV. PIPING TO WALL TO SECURE CARTS (PROVIDE BLOCKING IN WALL)

WOMEN PL-102A

JANITOR PL-103A

D1 FD

FD FD

D1 A2 D1

PRINTER/FAX COPIER

PRINTER/ FAX/ COPIER COMBO

S 10X20

PRINCIPAL IN CHARGE

60% SET: 09/23/16

10X20

SECURITY RACK - CONTAINS VCR, ALARM & PHONE EQUIPMENT A2

STOREFRONT BUMPER: PROVIDE "KAWNEER" SAFETY RAIL FOR ENTIRE LENGTH OF STOREFRONT E

10X30

SAFETY RAILS

B1 SIM.

LOBBY LB-100A B2

SEE NOTE #11 & #12

NOTES: 1.

SEE G2.01 FOR PARTITION TYPES.

ALL DRYWALL WITHIN STORAGE AREA (TENANT SPACE AND CORRIDOR) SHALL BE COVER W/ MTL PARTITION PANELS.

ELEVATOR MECHANICAL ROOM UT-103A A2

PROVIDE BUMPER POST SLEEVES AT ALL (10) EXTERIOR BOLLARDS

PROTECT SHAFT ENCLOSURES (PERMITTED TO BE PENETRATED BY DUCT AND AIR TRANSFER OPENINGS) W/ APPROVED FIRE AND SMOKE DAMPERS AS REQUIRED.

1 1A 1B 2

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

PROTOTYPE UPDATE

05-31-16

CART RAILS 13/G1.01 OR EQ.

NO.

SPRINKLER ROOM UT-102

ELECTRICAL ROOM UT-101

GC TO PLACE RECORD SET OF CONSTRUCTION DOCUMENTS IN AN 8" PVC ABV CEILING DOOR IN BREAK ROOM.

DRAWN BY

PROJECT MANAGER

RAILS

PROTOTYPE: 3-STORY

FURNITURE SCHEDULE

A6.20

RAILS

6. ELEVATOR LOBBY SHALL HAVE A 48" H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

VERIFY HVAC EQUIPMENT W/ ELEVATOR MACHINE REQUIREMENTS

7. ELEVATOR LOBBY SHALL RECEIVE POLISHED FLOOR; SEE FINISH SCHEDULE AND SPECS.

ENLARGED

BOLLARDS

16036 REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

ENLARGED LOBBY PLAN SCALE: 1/4"=1'-0"

1 A4.01

09.23.16

A4.01

CEILING LEGEND KEY: LIGHT FIXTURE; CAGE REQUIRED >9'-0" AFF; SEE ELECTRICAL DWGS.

LIGHT FIXTURE; CAGE REQUIRED >9'-0" AFF; SEE ELECTRICAL DWGS. TYP. STORAGE UNIT: MESH CEILING INSTALLED @8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

LIGHT FIXTURE; SEE ELECTRICAL DWGS.

2'x4' RECESSED LIGHT FIXTURE; (WHITE); SEE ELECTRICAL DWGS.

2'x4' SURFACE MTD. LIGHT FIXTURE; (WHITE); SEE ELECTRICAL DWGS. RECESSED 6" COMPACT FLUORESCENT; SEE ELECTRICAL DRAWINGS

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

10x10

JUNCTION BOX; SEE ELECTRICAL DRAWINGS EXTERIOR WALL MOUNTED LIGHT FIXTURE; SEE ELECTRICAL DRAWINGS.

09.23.2016

EMERGENCY ILLUMINATED EXIT SIGN; SEE ELECTRICAL DRAWINGS.

TRACK LIGHT (8'-0"); COLORED WHITE; SEE ELECTRICAL DRAWINGS. FLUORESCENT STRIP, DECK MOUNTED; SEE ELECTRICAL DRAWINGS. 24"x24" HATCH

SUPPLY DIFFUSER (24"x24"), COLORED: WHITE; SEE MECHANICAL DRAWINGS.

8'-0" A.F.F.

N T

EXHAUST FAN (12"x12"), COLORED: WHITE; SEE MECHANICAL DRAWINGS.

EXPOSED MTL DECK - PTD BLACK

AIR GRILLE, COLORED: WHITE; SEE MECHANICAL DRAWINGS.

701 Western Avenue, Glendale, CA 91201

N 24"x24" HATCH 8'-0" A.F.F.

Public Storage, Inc.

PREFRABRICATED ALUMINUM CANOPY

DATE OF ISSUANCE:

ENLARGED LOBBY REFLECTED CEILING PLAN SCALE: 1/4"=1'-0"

2/17/16

PUBLIC STORAGE

REVISION NO. NUMBER

A4.02

WALL MOUNTED - FIRE EXTINGUISHER ; LOCATED ON JANUS PANEL - BY JANUS ALL OTHER LOCATIONS - BY GC

EQUIPMENT SCHEDULE

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PLAN LEGEND / KEY 41

42" SECURITY MONITOR

ID SIGN/ DR PANEL

ID SIGN/ DOOR PANEL - 60" WIDE, FLOOR TO CEILING. MTD 12" FROM EDGE OF BACK COUNTER

MENU BOARD

MENU BOARD - 102"X36", TOP OF BOARD MTD 7'-2" A.F.F.

SLATWALL (8'X8')

(2) 4'X8' SLATWALL

FIRE PANEL

CART RAILS

10x10 10X10

CART RAILS: INSTALL 34" GALV. PIPING TO WALL TO SECURE CARTS (PROVIDE BLOCKING IN WALL) 10X15

PRINTER/FAX COPIER

10X15

PRINTER/ FAX/ COPIER COMBO

S K

CART RAILS A2

PRINCIPAL IN CHARGE

CART STORAGE

STOREFRONT BUMPER: PROVIDE "KAWNEER" SAFETY RAIL FOR ENTIRE LENGTH OF STOREFRONT

SEE NOTE #11 & #12

NOTES: 2.

ALL DRYWALL WITHIN STORAGE AREA (TENANT SPACE AND CORRIDOR) SHALL BE COVER W/ MTL PARTITION PANELS.

PROVIDE BUMPER POST SLEEVES AT ALL (10) EXTERIOR BOLLARDS

PROTECT SHAFT ENCLOSURES (PERMITTED TO BE PENETRATED BY DUCT AND AIR TRANSFER OPENINGS) W/ APPROVED FIRE AND SMOKE DAMPERS AS REQUIRED.

GC TO PLACE RECORD SET OF CONSTRUCTION DOCUMENTS IN AN 8" PVC ABV CEILING DOOR IN BREAK ROOM.

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

1 1A 1B 2

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

PROTOTYPE UPDATE

05-31-16

ELEVATOR MECHANICAL ROOM UT-103B

MEN PL-101B

FD FD

CART RAILS 13/G1.01 OR EQ. RAILS

RAILS

PROTOTYPE: 3-STORY

SEE G2.01 FOR PARTITION TYPES.

B1 SIM.

LOBBY LB-100B

WOMEN PL-102B

SAFETY RAILS

FURNITURE SCHEDULE

60% SET: 09/23/16

SECURITY RACK - CONTAINS VCR, ALARM & PHONE EQUIPMENT

A6.20

6. ELEVATOR LOBBY SHALL HAVE A 48" H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS.

A4.06

VERIFY HVAC EQUIPMENT W/ ELEVATOR MACHINE REQUIREMENTS

7. ELEVATOR LOBBY SHALL RECEIVE POLISHED FLOOR; SEE FINISH SCHEDULE AND SPECS.

ENLARGED

BOLLARDS

16036 REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

ENLARGED LOBBY PLAN SCALE: 1/4"=1'-0"

1 A4.02

09.23.16

A4.02

CEILING LEGEND KEY: LIGHT FIXTURE; CAGE REQUIRED >9'-0" AFF; SEE ELECTRICAL DWGS.

LIGHT FIXTURE; CAGE REQUIRED >9'-0" AFF; SEE ELECTRICAL DWGS.

OFFICE COUNTER CANOPY: 6" TALL x 36" WIDE SUSPENDED MTL CANOPY W/ INTEGRAL CAN LIGHTS (8'-0" AFF), 20 GA. JANUS "SUNSET ORANGE." LENGTH TO MATCH RETAIL COUNTER, HOLD 6" FROM WALLS WHERE COUNTER IS ADJ. TO WALL SUSPENDED FROM CLG W/ 1 2" THREADED RODS TO BE PTD FLATBLACK. F & I BY JANUS; LIGHTS BY JANUS.

LIGHT FIXTURE; SEE ELECTRICAL DWGS.

2'x4' RECESSED LIGHT FIXTURE; (WHITE); SEE ELECTRICAL DWGS.

R 2'x4' SURFACE MTD. LIGHT FIXTURE; (WHITE); SEE ELECTRICAL DWGS.

48"x24" ACT @ 8'-0" A.F.F. COLOR: BLK.

RECESSED 6" COMPACT FLUORESCENT; SEE ELECTRICAL DRAWINGS

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

JUNCTION BOX; SEE ELECTRICAL DRAWINGS EXTERIOR WALL MOUNTED LIGHT FIXTURE; SEE ELECTRICAL DRAWINGS.

09.23.2016 S

EMERGENCY ILLUMINATED EXIT SIGN; SEE ELECTRICAL DRAWINGS. TRACK LIGHT (8'-0"); COLORED WHITE; SEE ELECTRICAL DRAWINGS.

EXPOSED MTL DECK - PTD BLACK

FLUORESCENT STRIP, DECK MOUNTED; SEE ELECTRICAL DRAWINGS. EXPOSED MTL DECK

SUPPLY DIFFUSER (24"x24"), COLORED: WHITE; SEE MECHANICAL DRAWINGS.

EXHAUST FAN (12"x12"), COLORED: WHITE; SEE MECHANICAL DRAWINGS.

701 Western Avenue, Glendale, CA 91201

AIR GRILLE, COLORED: WHITE; SEE MECHANICAL DRAWINGS.

6" TALL x 36" WIDE SUSPENDED MTL CANOPY W/ INTEGRAL CAN LIGHTS, 20 GA. JANUS "SUNSET ORANGE." LENGTH TO MATCH RETAIL COUNTER, HOLD 6" FROM WALLS WHERE COUNTER IS ADJ. TO WALL SUSPENDED FROM CLG W/ 1 2" THREADED RODS TO BE PTD FLAT BLACK F&I BY JANUS

REVISION NO. NUMBER

GWB FURR-DOWN. PAINT TO MATCH WALLS, RE: A4.04 FOR HIGHT

DATE OF ISSUANCE:

ENLARGED OFFICE REFLECTED CEILING PLAN SCALE: 1/4"=1'-0"

2/17/16

PUBLIC STORAGE

Public Storage, Inc.

A4.03

WALL MOUNTED - FIRE EXTINGUISHER ; LOCATED ON JANUS PANEL - BY JANUS ALL OTHER LOCATIONS - BY GC

42" SECURITY MONITOR

E 1

ID SIGN/ DR PANEL

ID SIGN/ DOOR PANEL - 60" WIDE, FLOOR TO CEILING. MTD 12" FROM EDGE OF BACK COUNTER

MENU BOARD

MENU BOARD - 102"X36", TOP OF BOARD MTD 7'-2" A.F.F.

E 2 E 3

E 4

SLATWALL (8'X8')

E 5 E

MENU BOARD

(2) 4'X8' SLATWALL

ID SIGN/ DR PANEL PRINTER/FAX COPIER

F 4

E 4

FIRE PANEL

F 4

3" WIRE GROMMET, BLK., TYP. A2

PRINTER/ FAX/ COPIER COMBO SECURITY RACK - CONTAINS VCR, ALARM & PHONE EQUIPMENT

F 3

B E 4

SAFE

F 1

BREAKRM TABLE & CHAIRS

ADA

REF. 60

BREAKROOM

E 4

E 7

PROVIDE FOOD DISPOSAL (INSINK ERATOR MODEL BADGER 5)

PRINCIPAL IN CHARGE

F 2 SECURITY RACK

PRINTER/FAX COPIER

SECURITY MONITOR

CART RAILS

CART RAILS: INSTALL 34" GALV. PIPING TO WALL TO SECURE CARTS (PROVIDE BLOCKING IN WALL)

E 6

STOREFRONT BUMPER: PROVIDE "KAWNEER" SAFETY RAIL FOR ENTIRE LENGTH OF STOREFRONT

60% SET: 09/23/16

EQUIPMENT SCHEDULE

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PLAN LEGEND / KEY

E 1 E 2

E 3

SAFETY RAILS D1

ALL DRYWALL WITHIN STORAGE AREA (TENANT SPACE AND CORRIDOR) SHALL BE COVER W/ MTL PARTITION PANELS.

PROVIDE BUMPER POST SLEEVES AT ALL (10) EXTERIOR BOLLARDS

PROTECT SHAFT ENCLOSURES (PERMITTED TO BE PENETRATED BY DUCT AND AIR TRANSFER OPENINGS) W/ APPROVED FIRE AND SMOKE DAMPERS AS REQUIRED.

F 3

GC TO PLACE RECORD SET OF CONSTRUCTION DOCUMENTS IN AN 8" PVC ABV CEILING DOOR IN BREAK ROOM.

OFFICE

DRAWN BY

CS NO.

1 1A 1B 2

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

PROTOTYPE UPDATE

05-31-16

PS STORAGE

F 4

4'X4' MERCHANDISE SQUARE W/5'X5' CANOPY ABOVE TYP.

SECURITY CLT WITH FULL HT. PLYWD. BACKING WITH (6) ADJ. WHITE MCP SHELVES 20" D; PS TO COORD. LOCATION

PROJECT MANAGER

PROTOTYPE: 3-STORY

SEE G2.01 FOR PARTITION TYPES.

SLATWALL (8'x8')

F 1 F 2

3'-8"x7' W/ ROLL UP DOOR BY STORAGE UNIT MFGR.

NOTES:

FURNITURE SCHEDULE

AIR HANDLER

6. ELEVATOR LOBBY SHALL HAVE A 48" H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS. 7. ELEVATOR LOBBY SHALL RECEIVE POLISHED FLOOR; SEE FINISH SCHEDULE AND SPECS.

ENLARGED BOLLARDS

PLAN

16036 REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

ENLARGED OFFICE PLAN SCALE: 1/4"=1'-0"

1 A4.03

09.23.16

A4.03

CORRUGATED METAL SIGN / LOGO "SHIELD LOGO SIGN" "TRUSTED NATIONWIDE"- BY PS (INSTALLED W/ DOUBLE SIDED TAPE) MILLWORK FINISHES:

OFFICE CASEWORK NOTES:

C-1 = CORRUGATED METAL (BY OTHERS)

1) INTERIORS OF ALL CASEWORK INCLUDING INTERIOR SHELVES ARE TO BE WHITE MELAMINE. 2) PROVIDE 3" CHROME WIRE PULLS ON ALL CABINET DOORS & DRAWERS. 3) PROVIDE "BLUM" 32MM CONCEALED CASEWORK HARDWARE (TYP). 4) PROVIDE MELAMINE FINISH TO PARTICLE BOARD TO ALL NONEXPOSED SURFACES, SUBMIT SHOP DRAWINGS. 5) ALL CASEWORK LOCKS KEYED ALIKE.

C-2 = GALVALUME METAL BASE (BY OTHERS) PL-5 = FORMICA # 515 "GRAPHITE GRAFIX" SS-1 = DUPONT CORIAN "MANDARIN" HIGH-GLOSS FINISH (STANDARD)

ACCESSIBLE COUNTER SS-1 WATERFALL COUNTER

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

FILE DRAWERS (LAT.) W/ADJ. BARS FOR LETTER & LEGAL SIZE FOLDERS OPEN TO MERCHANDISE AREA

09.23.2016

PRINTER/FAX COPIER

PL-5

PL-5 CPU

PL-5 SS-1

SAFE

4-PLEX OUTLET WIRES IN WIREMOLD

42" 'HON 692LL' LATERAL FILES, COLOR: 'PUTTY'

PHONE OUTLET

PHONE OUTLET SAFE; ANCHOR W/ EXPANSION ANCHORS; PROVIDE POWER AS REQ.

REVISION NO. NUMBER

MENU BOARD

CPU STATION - OPEN W/(1) ADJ. SHELF

DATE OF ISSUANCE:

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

2/17/16

701 Western Avenue, Glendale, CA 91201

ADA

A4.04

Public Storage, Inc.

MENU BOARD

4'-0" x 4'-6" ONE WAY - WINDOW

JANUS CANOPY WITH LIGHTS

3' X 7' "PS ORANGE" ROLL-UP DOOR & MTL. HEADER PNL. TO PS STORAGE ROOM BY SOTRAGE UNIT MFG'R

CORRUGATED METAL SIGN / LOGO "SHIELD LOGO SIGN" "TRUSTED NATIONWIDE"- BY PS (INSTALLED W/ DOUBLE SIDED TAPE)

ALARM KEYPAD

SUSPEND FROM CLG. W/ 1/2" THREADED RODS @ 8' A.F.F., PAINT RODS FLAT BLACK TO MATCH CLG.

ALIGN

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

ALIGN

P-11 P-11

ALIGN

H OW WINDOW/ MIRROR

WB-02

1" X 1" GALV. INSIDE CORNER ANGLE

FIRE PANEL

4" X 4" GALV. OUTSIDE CORNER ANGLE

WHITE LAMINATE 8' HT. X 8' L. SLAT WALL WITH FINISHED ENDS

"SHIELD LOGO SIGN" BY SIGNAGE PS

CONTROL BANK: LIGHT SWITCHES, INTERCOM & THERMOSTAT

C-1 PANEL W/ HEX SCREWS & WASHERS SS - COUNTERTOP

PRINCIPAL IN CHARGE

ILLUMINATED EXIT SIGN CONCEALED DOOR CLOSURE

6" X 36"D. SUSPENDED MTL. CANOPY W/ INTEGRAL CANLIGHTS BY JANUS ELECTRICAL CONTRACTOR TO WIRE LIGHTS

SPANDRAL GLASSABOVE 8'-4"

1" CLEAR INSULATED GLASS

ADDRESS NUMBER GYP BOARD FURR DOWN RE: RCP PAINT TO MATCH ADJACENT PARTITIONS

BEAM, RE: STRUCTURAL

EXIT

T P-11

PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

GYP BOARD FURR-DOWN

PROTOTYPE: 3-STORY

CLEAR ANODIZED ALUMINUM FRAME

60% SET: 09/23/16

MIN. 46" SECURITY MONITOR PERPENDICULAR TO THE RETAIL COUNTER GC TO PROVIDE BACKING

OFFICE

WB-02

ELEVATIONS

MAILSLOT (MAX. 48" A.F.F.)

SECURITY SIGN REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

TACTILE EXIT SIGN STOREFRONT TYPE 'B' (SEE A7.03 WINDOW SCHEDULE)

1 1/2" THK. SUPPORT LEG W/ PL-5 FIN.

16036 OFFICE INTERIOR ELEVATIONS SCALE: 1/2"=1'-0"

1 A4.04

09.23.16

A4.04

- DENOTES EQUIPMENT; SEE A4.00 FOR SCHEDULE

E 6

MICROWAVE; SEE A4.00

METRO WIRE SHELVES OR EQUIVALENT

E 6

(6) WHITE MCP 36" X 20"D WHITE MCP SHELF & BRACKETS

P. LAM CABINET W/ ADJUSTABLE SHELF

A4.06

SECURITY CLOSET W/ UNDER-CUT DOOR

DATA OUTLET (2) QUAD POWER OUTLET; HI /LOW

WHITE TRANSFER GRILLE

P-11 PL-5

PL-5

MICROWAVE GFCI OUTLET @ +60"

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

PROVIDE POWER AND SECURITY CONDUITS FOR SECURITY WIRING TO THIS LOCATION AS REQ'D BY SECURITY SYSTEM VENDOR

P.LAM SPLASH SS SINK W/ GARB. DISPOSAL GFCI OUTLET @ +42" PL-5

GARB. DISP. SWITCH @ +42"

CLEAR ANODIZED ALUMINUM FRAME

FULL HT PLYWD BACKING PTD BLACK

DUPLEX OUTLET FOR GARB. DISP. @ +14" REFRIGERATOR; SEE A4.00 E 7

DATE OF ISSUANCE:

BREAKROOM INTERIOR ELEVATIONS SCALE: 1/2"=1'-0"

12/4/15

2 A4.05

701 Western Avenue, Glendale, CA 91201

CABINET TO HAVE SECURITY LOCK

NOTE: PROVIDE ADJUSTABLE SHELF IN BASE CABINETS AS SHOWN

REVISION NO. NUMBER

09.23.2016

PL-5

1" CLEAR INSULATED GLASS TELESCOPING ENTRY DOOR - STANLEY "DURA-GLIDE" 5200

INTERCOM & KEYPAD MTD. @ 48" MAX. A.F.F.

ILLUMINATED EXIT SIGNAGE

ELECTRIC STRIKE

NOTES: PAINT 1ST FLOOR ELEVATOR LOBBY CLG. BLACK

Public Storage, Inc.

TACTILE TOILET IDENTIFICATION SIGN

ELECTRIC MAGNETIC HOLD OPEN

WRAP BEAM WITH GWB, PAINT TO MATCH WALLS

EXIT

PUBLIC STORAGE

P-7

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

DUAL HT. HC ACCESSIBLE DRINKING FOUNTAIN

T SUPPLY AIR GRILLE; SEE MECH. PLANS. STOREFRONT TYPE 'C' (SEE A7.03 WINDOW SCHEDULE)

RAILS 13/G1.01

TACTILE EXIT SIGN

4' DIAMOND PLATE WAINSCOT - ALIGN SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT-HEAD SCREWS FLUSH WITH SURFACE; F&I BY JANUS RAILING; PROVIDE BACKING AS REQUIRED, TYP.

STOREFRONT BUMPER

60% SET: 09/23/16

PRINCIPAL IN CHARGE

NOTES: PAINT 1ST FLOOR ELEVATOR LOBBY CLG. BLACK AT BEAM TO BEAM CONNECTION ABOVE CENTERLINE OF STOREFRONT DOOR; NOTCH BEAM BACK FROM ENTRANCE; SEE STRUCTURAL DRAWINGS.

NOTES: PAINT 1ST FLOOR ELEVATOR LOBBY CLG. BLACK

P-7

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

P-7 P-09

PROTOTYPE: 3-STORY

P-7

P-09

4' DIAMOND PLATE WAINSCOT - ALIGN SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT-HEAD SCREWS FLUSH WITH SURFACE; F&I BY JANUS

ELEVATIONS

16036

CALL BUTTON AND TACTILE SIGNAGE - SEE DWG. G4.00 FOR ADD'L INFORMATION REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

LOBBY A & BREAK ROOM

LOBBY A INTERIOR ELEVATIONS (VERSION DATED: 9-23-15) SCALE: 1/2"=1'-0"

1 A4.05

09.23.16

A4.05

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016

701 Western Avenue, Glendale, CA 91201

CLEAR ANODIZED ALUMINUM FRAME

TELESCOPING ENTRY DOOR - STANLEY "DURA-GLIDE" 5200

INTERCOM & KEYPAD MTD. @ 48" MAX. A.F.F.

ILLUMINATED EXIT SIGNAGE

ELECTRIC STRIKE

NOTES: PAINT 1ST FLOOR ELEVATOR LOBBY CLG. BLACK

Public Storage, Inc.

1" CLEAR INSULATED GLASS

ELECTRIC MAGNETIC HOLD OPEN

WRAP BEAM WITH GWB, PAINT TO MATCH WALLS

EXIT

P-7

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

PUBLIC STORAGE

P-7

SUPPLY AIR GRILLE; SEE MECH. PLANS. STOREFRONT TYPE 'D' (SEE A7.03 WINDOW SCHEDULE)

4' DIAMOND PLATE WAINSCOT - ALIGN SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT-HEAD SCREWS FLUSH WITH SURFACE

RAILING; PROVIDE BACKING AS REQUIRED, TYP.

TACTILE EXIT SIGN

RAILS 13/G1.01

4' DIAMOND PLATE WAINSCOT - ALIGN SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT-HEAD SCREWS FLUSH WITH SURFACE; F&I BY JANUS

STOREFRONT BUMPER

TACTILE TOILET IDENTIFICATION SIGN NOTES: PAINT 1ST FLOOR ELEVATOR LOBBY CLG. BLACK

60% SET: 09/23/16

PRINCIPAL IN CHARGE

NOTES: PAINT 1ST FLOOR ELEVATOR LOBBY CLG. BLACK

P-7 P-7

P-7

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

P-09 P-7

PROTOTYPE: 3-STORY

P-09 DUAL HT. HC ACCESSIBLE DRINKING FOUNTAIN

4' DIAMOND PLATE WAINSCOT - ALIGN SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT-HEAD SCREWS FLUSH WITH SURFACE; F&I BY JANUS

4' DIAMOND PLATE WAINSCOT - ALIGN SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT-HEAD SCREWS FLUSH WITH SURFACE; F&I BY JANUS

ELEVATIONS

CALL BUTTON AND TACTILE SIGNAGE - SEE DWG. G4.00 FOR ADD'L INFORMATION

REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

LOBBY B & BREAK ROOM

16036 LOBBY B INTERIOR ELEVATIONS (VERSION DATED: 9-23-15) SCALE: 1/2"=1'-0"

1 A4.06

09.23.16

A4.06

TOILET ACCESSORIES AND JANITOR CLOSET WF-01

WF-01

P-11 P-11

BA08

BA02 BA06 BA07

BA03

PF05

BA04

PF02

BA01

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

WB-01

09.23.2016

PF01

INSULATE PLUMBING W/ SAFETY COVER

WB-01

PLUMBING LEGEND

DENOTES WALL FINISH; SEE FINISH SCHEDULE FOR DETAILS. WF-01

DENOTES PAINT COLOR; SEE FINISH SCHEDULE FOR DETAILS. P-11

SEE PLUMBING SCHEDULE FOR DETAILS REVISION NO. NUMBER

ADA WALL HUNG LAV.

PF02

SEE PLUMBING SCHEDULE FOR DETAILS

SERVICE SINK

PF03

SEE PLUMBING SCHEDULE FOR DETAILS

ADA SPLIT LEVEL WATER FOUNTAIN

PF04

SEE PLUMBING SCHEDULE FOR DETAILS

COUNTER MTD SINK

PF05

SEE PLUMBING SCHEDULE FOR DETAILS

DATE OF ISSUANCE:

TOILET ROOM ELEVATIONS (WOMENS) SCALE: 1/2"=1'-0"

2-17-16

WF-01

3 A4.07

WF-01

Public Storage, Inc.

ADA PF01 WATER CLOSET

701 Western Avenue, Glendale, CA 91201

NOTE: SEE G1.01 FOR BARRIER FREE MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS

P-11 P-11 BA02

BA08

BA06 BA03

BA07

BA04

PF05 PF02

PF01

INSULATE PLUMBING W/ SAFETY COVER

BA01

PUBLIC STORAGE

WB-01 WB-01

REVISION NO. NUMBER

DATE OF ISSUANCE:

TOILET ROOM ELEVATIONS (MENS) SCALE: 1/2"=1'-0"

2-17-16

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

2 A4.07

CL 60" MINIMUM DIAMETER TURNING SPACE SOUND ATTENUATION BATT INSULATION AROUND ALL TOILET ROOM WALLS; TYP.

30x48

60" MINIMUM DIAMETER TURNING SPACE D1

PRINCIPAL IN CHARGE

BA11

BA04

59x60

BA01

BA08

18x18

BA02

PL-102B

BA04

BA01

BA09

WOMEN TOILET RM

WF-01 D1

PL-102A

PL-101A

BA08

BA03

MEN TOILET RM

BA03

BA06

59x60

30x48

WOMEN TOILET RM

60% SET: 09/23/16

BA08

BA06

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

24" MOP SINK W/ WATER HEATER ON SHELF ABOVE

JAN. CLT

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

2-17-16

PROTOTYPE UPDATE

5-31-16

PL-103A

BA06

59x60

BA02 BA02

BA03

30x48

BA06

SLOPE FLOOR TO DRAIN, TYP.

30x48

BA07

30x48

PL-101B

BA02

18x18

MEN TOILET RM

PROTOTYPE: 3-STORY

BA07

18x18

30x48

BA01 BA04

BA10

18x18

30x48 BA11

BA08 D1

30x48

ADA COMPLIANT BI-LEVEL DRINKING FOUNTAIN

SOUND ATTENUATION BATT INSULATION AROUND ALL TOILET ROOM WALLS; TYP.

ENLARGED TOILET ROOM PLANS & ELEVATIONS

16036 REVISION NO. NUMBER

DATE OF ISSUANCE

ENLARGED TOILET ROOM PLAN 1/2"=1'-0"

4 A4.07

REVISION NO. NUMBER

DATE OF ISSUANCE:

2-17-16

ENLARGED TOILET ROOM PLAN SCALE: 1/2"=1'-0"

1 A4.07

09.23.16

A4.07

3'-0" S-1

S-1

2'-4"

2'-3"

2'-10"

2'-0"

1'-11 7/8"

B2 2'-0"

2'-11"

2'-0"

EQ. EQ.

LATERAL FILES W/ ADJUST. BARS "LEGAL FOLDER TYPE"

3'-2"

C-1 W/ HEX SCREWS & WASHER

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

C-2 4"

ADA

PL-1

3'-4"

3'-8"

3" DIA. HOLE FOR ELECTRICAL PASS THROUGH

3'-8"

14'-8 7/8"

2'-3"

3'-0"

FINISH FLOOR

PL-1

2X4 SILL WITH HILTI X-C BOLTS

09.23.2016

C-1 REVISION NO. NUMBER

DATE OF ISSUANCE:

ENLARGED COUNTER CASEWORK SCALE: 1/2"=1'-0"

2/17/16

REVISION NUMBER

A4.08

DATE OF ISSUANCE:

PS - CASEWORK SECTION - TYPE C-1

4 A4.08

SCALE: 3/4" = 1'-0"

2-17-16

1'-2" 1/8" 3/4"

1'-1 1/8"

3'-0" 1'-6"

1'-0" 2'-6"

S-1

1'-6" 10"

S-1

2" 6"

1 1/2"

Public Storage, Inc.

PL-1

3'-0"

3'-4"

C-1 W/ HEX SCREWS & WASHER

LEVERED LEGS

PL-1

CONFIRM WITH FILE CABINET HEIGHT.

2'-10"

3'-8"

1'-0"

3/4" PLASTIC LAMINATE COVERED DIVIDER W/ 6" X 12" ELECTRICAL PASS-THRU @ INTERMIDIATE DIVS. (NO HOLES @ ENDS)

PL-1

701 Western Avenue, Glendale, CA 91201

PL-1

4-PLEX AND PHONE OUTLET SET IN WALL

GROMMET

C-2

FINISH FLOOR

2'-6"

2'-0"

2'-4 1/2"

1'-6"

2'-1" 1"

3" DIA. HOLE FOR ELECTRICAL PASS THROUGH 3 7/8"

PL-1 6"

PL-1

1 1/2"

1'-2"

2'-0"

2'-6 1/2"

PL-1

FINISH FLOOR PL-1

2X4 SILL WITH HILTI X-C BOLTS

1'-2"

REVISION NUMBER

A4.08

DATE OF ISSUANCE:

PS - CASEWORK SECTION - BACK COUNTER SCALE: 3/4' = 1'-0"

12-04-15

REVISION NUMBER

A4.08

DATE OF ISSUANCE:

PS - CASEWORK SECTION - TYPE C

A4.08

SCALE: 3/4' = 1'-0"

2-17-16

1/8"

1'-1 1/8"

3/4"

3'-0"

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

3'-8"

PL-1

2'-8"

2'-6"

CUSTOMER 2'-4"

COORDINATE PLUMBING PIPING AND DISPOSAL WITH MILLWORK

2'-8"

PL-1 EMPLOYEE

ADJUSTABLE SHELF W/ HOLES & CLIPS CPU

RECEPTACLE & DATA

4 3/8"

1"X1" ALUMINUM ANGLE EDGE TRIM

C-2 FINISH FLOOR

FINISH FLOOR PL-5

2X4 SILL WITH HILTI X-C BOLTS

INSULATED PIPE

C-2

T.O. LIP

2'-3 1/2"

2'-10"

RECEPTACLE

PL-1

2X4 SILL WITH HILTI X-C BOLTS

PRINCIPAL IN CHARGE

B-2

ADA COUNTER

2'-0" REVISION NUMBER

DATE OF ISSUANCE:

BREAK ROOM CABINET SECTION SCALE: 3/4' = 1'-0"

12-04-15

10 A4.08

REVISION NUMBER

DATE OF ISSUANCE:

PS - CASEWORK SECTION TYPE F / ADA SCALE: 3/4' = 1'-0"

2-17-16

6 A4.08

REVISION NUMBER

DATE OF ISSUANCE:

PS - CASEWORK SECTION - TYPE B-2

2 A4.08

SCALE: 3/4" = 1'-0"

2-17-16

1'-2" 1/8" 3/4"

CASEWORK SCHEDULE

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

PL-1

1'-9" 2'-0"

DATE OF ISSUANCE:

12-04-15

10"

S-1

1 1/2"

4 3/8" FRAMED WD WALL, STUDS, 16" O.C.

PL-1

3'-0"

ADJUSTABLE SHELF W/ HOLES & CLIPS 2'-6 1/2"

2" 6"

PL-1

1"X1" ALUMINUM ANGLE EDGE TRIM

FINISH FLOOR

2X4 SILL WITH HILTI X-C BOLTS

PL-1

2X4 SILL WITH HILTI X-C BOLTS

(4) STAINLESS STL. ANGLE WITH 38" DIA. CONC. WEDGE ANCHORS @ CORNER; OR VENDOR PROVIDED ANCHORING KIT.

SCALE: 3/4' = 1'-0"

9 A4.08

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

CS NO.

REASON

DATE

ASI 02 TDLR/COUNTY COMMENTS CIVIL RESUBMITTAL

07-21-16

16036

BREAK ROOM CABINET SECTION

DRAWN BY

MILLWORK SECTIONS AND DETAILS

C-2

FINISH FLOOR

PL-1

C-2

PL-1

REVISION NUMBER

1/8"

CASEWORK NOTES: 1. INTERIORS OF ALL CASEWORK INCLUDING INTERIOR SHELVES ARE TO BE GRAPHITE GRAFIX. 2. PROVIDE 3" CHROME WIRE PULLS ON ALL CABINET DOORS & DRAWERS. 3. PROVIDE "BLUM" 32MM CONCEALED CASEWORK HARDWARE (TYP.). 4. PROVIDE MELAMINE FINISH TO PARTICLE BOARD TO ALL NON-EXPOSED SURFACES. 5. ALL CASEWORK LOCKS KEY. 6. SUBMIT SHOP DWGS. TO ARCHITECT & PUBLIC STORAGE FOR APPROVAL.

SAFE (16"Wx20"Hx 16"D)

PROPERTY SAFE; ANCHOR TO CONCRETE FLOOR

PL-1

1'-6"

C-1 W/ HEX SCREWS & WASHER 3'-4"

SUPPLIED AND INSTALLED BY JANUS MANF.

RECEPTACLE

3'-8"

2'-0"

C-1 W/ HEX SCREWS & WASHER 3'-0"

3" DIA. HOLE FOR ELECTRICAL PASS THROUGH

1 1/2"

4" METAL BASE, GALVALUME

2'-1"

PL-1

ITEM: COLOR: MANUF:

3" DIA. HOLE FOR ELECTRICAL PASS THROUGH

PL-1

SUPPLIED AND INSTALLED BY JANUS MANF.

CORRUGATED METAL, 7/8" GALVALUME

1'-6" S-1

ITEM: COLOR: MANUF:

10"

CUSTOMER COUNTER "MANDARIN" DUPONT CORIAN, HIGH GLOSS FINISH

1'-6"

1'-0 1/8"

3'-4"

ITEM: COLOR: MANUF:

PL-1

8'-0"

CREW COUNTER & BREAK ROOM

PROJECT MANAGER

3'-0"

1'-6"

3'-8"

C-2

REMARKS:

1'-0"

1'-6"

C-1

3'-0"

WORKSPACES FORMICA #515 "GRAPHITE GRAFIX"

2'-10"

S-1

ITEM: COLOR:

2'-2 1/2"

PL1

PROTOTYPE: 3-STORY

1'-1 1/8"

60% SET: 09/23/16

S.S. SINK W/ GARB. DISP.

PL-1

C-1 W/ HEX SCREWS & WASHER 3'-4"

2'-0"

3" DIA. HOLE FOR ELECTRICAL PASS THROUGH

8'-0" 1'-6"

2'-1" 1"

1'-4 1/4"

3 1/2"

S-1

PL-1

S-1 2"

1'-7 3/4" 4"

1'-4 1/4"

3'-0"

1'-0 1/8"

1'-6"

3'-0"

2'-6" PL-1

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

SCALE: 3/4' = 1'-0"

12-04-15

PUBLIC STORAGE

BREAK ROOM CABINET SECTION

1 1/2"

DATE OF ISSUANCE:

2'-6 1/2"

REVISION NUMBER

PS - CASEWORK SECTION TYPE D SCALE: 3/4' = 1'-0"

5 A4.08

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

PS - CASEWORK SECTION - TYPE B SCALE: 3/4" = 1'-0"

1 A4.08

09.23.16

A4.08

CEILING PLAN SYMBOLS

SYMBOL

DESCRIPTION

1'X8' STRIP FIXTURE

1'x4' STRIP FIXTURE

2x4 RECESSED LAY-IN LIGHT

2 LAMP, CHROME W/ FROSTED GLASS, FLUSH MOUNT FIXTURE

A G

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

EXIT SIGN

B 10x30

10x30

NOTE: REFER TO ELECTRICAL DWGS FOR LIGHT FIXTURE INFORMATION.

09.23.2016 C

STAIR A

5x5

E 5x5

5x5

5x10 5x10

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x10 EQ EQ 5x10

10x10

10x10 EQ EQ

5x5

5x10

10x10

10x10 5x5

5x5

EQ EQ

5x10

Public Storage, Inc.

10x10

701 Western Avenue, Glendale, CA 91201

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

H 10x15

10x15

10x20

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x20

PUBLIC STORAGE

5x5

5x10

DISPLAY AREA 101

TYP. STORAGE UNIT _ MESH CLG. INSTALLED @ 8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x25

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

PRINCIPAL IN CHARGE

5x5

5x10

10x25

5x5 10x25

10x25

5x5

5x10

5x5

5x10

10x25

5x10

10x25

5x5

5x10

60% SET: 09/23/16

5x5

5x10

Q 5x10

5x5

5x10

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

R MEN PL-101A

WOMEN PL-102A

5x5

JANITOR PL-103A

10x10

5x5

10x30

10x20

ELECTRICAL ROOM UT-101

SPRINKLER ROOM UT-102

PROTOTYPE: 3-STORY

BREAK ROOM

STAIR B

10x30 LOBBY LB-100A

T OFFICE

10x20

EMR UT-103A

PS STORAGE

10x20

FIRST FLOOR RCP AREA A

U EXPOSED COMPOSITE DECK & STRUCTURAL BEAMS TO BE PTD. "FLAT BLACK" NOTE: _ STRUCTURAL BEAMS REQUIRING SPRAY-ON FIREPROOFING TO BE PTD. W/BLACK INTUMESCENT COATING.

EXPOSED COMPOSITE DECK & STRUCTURAL BEAMS TO BE PTD. "FLAT BLACK" NOTE: _ STRUCTURAL BEAMS REQUIRING SPRAY-ON FIREPROOFING TO BE PTD. W/BLACK INTUMESCENT COATING.

24 REVISION NUMBER

25 DATE OF ISSUANCE:

2-17-16

16036

FIRST FLOOR RCP SCALE: 1/8"=1'-0"

1 A5.01A

09.23.16

A5.01A

CEILING PLAN SYMBOLS

SYMBOL

DESCRIPTION

1'X8' STRIP FIXTURE

1'x4' STRIP FIXTURE

2x4 RECESSED LAY-IN LIGHT

2 LAMP, CHROME W/ FROSTED GLASS, FLUSH MOUNT FIXTURE

A G

B 10x30

10x30

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

EXIT SIGN

NOTE: REFER TO ELECTRICAL DWGS FOR LIGHT FIXTURE INFORMATION.

09.23.2016 C

D 5x5

5x5

5x10

5x5

5x10

EQ EQ

10x10

5x10

5x10 5x5

10x10 EQ EQ 5x10

STAIR C

5x5

10x10

5x5

5x10

10x10

5x10

10x10

5x5

EQ EQ 5x10

5x10

10x10

5x10

5x5

5x10 10x10

5x10

5x5

5x10

5x5

5x10

5x10 EQ

5x10

5x5

5x10

5x5

5x10

Public Storage, Inc.

5x10

5x5

5x10

701 Western Avenue, Glendale, CA 91201

5x5

5x10

H 5x10

5x5

5x10

5x5

10x15

5x10

5x5

10x15

5x5

5x10

5x5

5x10

5x5

5x10 10x20

10x20

TYP. STORAGE UNIT _ MESH CLG. INSTALLED @ 8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

10x20

5x5

5x10

5x5

5x10

10x20

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

5x5

5x10

5x5

5x10

PUBLIC STORAGE

5x5

5x10

5x10 EQ

5x10

5x5

5x10

5x5

5x10

M 5x5

5x10

10x25

5x5

5x10

5x5

5x10

10x25

5x10

5x5

5x10

10x25

5x5

5x10

5x5

N 5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

O 5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

PRINCIPAL IN CHARGE

5x5

5x10

10x25

5x5

10x25

5x5

5x10

5x5

5x10

10x25

5x10

10x25

5x5

5x10

60% SET: 09/23/16

5x5

5x10

Q 5x10

5x10

5x5

5x10

5x5

5x10

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

R 5x5 10x10

10x10

5x10

5x5

5x10

10x10 10x15

5x5

STAIR B

5x5

10x15

PROTOTYPE: 3-STORY

5x10

K I

10x30

5x5

5x10

5x5

5x10

10x30

10x20

LOBBY LB-100B

WOMEN PL-102B

10x20

EMR UT-103B

MEN PL-101B FD

5x5

5x10

5x5

5x10

FIRST FLOOR RCP AREA B

EXPOSED COMPOSITE DECK & STRUCTURAL BEAMS TO BE PTD. "FLAT BLACK" NOTE: _ STRUCTURAL BEAMS REQUIRING SPRAY-ON FIREPROOFING TO BE PTD. W/BLACK INTUMESCENT COATING.

50 REVISION NUMBER

51 DATE OF ISSUANCE:

2-17-16

16036

FIRST FLOOR PLAN SCALE: 1/8"=1'-0"

1 A5.01B

09.23.16

A5.01B

CEILING PLAN SYMBOLS

SYMBOL

DESCRIPTION

1'X8' STRIP FIXTURE

1'x4' STRIP FIXTURE

2x4 RECESSED LAY-IN LIGHT

2 LAMP, CHROME W/ FROSTED GLASS, FLUSH MOUNT FIXTURE

A G

5x5

5x10

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

NOTE: REFER TO ELECTRICAL DWGS FOR LIGHT FIXTURE INFORMATION.

5x10 10x10

10x10

5x5

5x5 5x10

10x10

5x10

09.23.2016

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x10

5x5 EQ EQ

10x10

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

CORRIDOR _ EXPOSED MTL. DECK

5x5

STAIR A

5x10

EXIT SIGN

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

E 5x10

5x5 10x10

10x10

5x5 10x10

10x10

5x5

5x10

10x10

STAIRWELL _ EXPOSED MTL DECK

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x10

10x10 5x10

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

10x10

5x5 TYP. STORAGE UNIT _ MESH CLG. INSTALLED @ 8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

5x10

5x5

10x10

5x5

5x10 10x10

5x10

10x10

CORRIDOR _ EXPOSED MTL. DECK

5x5

10x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

10x10

701 Western Avenue, Glendale, CA 91201

10x10

5x5

5x10

Public Storage, Inc.

10x10

5x10

5x5

5x10

5x5

5x10 EQ

10x15

5x5

5x10

5x5

10x15

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

10x15

5x10

10x15

5x5

10x15

5x10

10x15

5x5

5x10

5x5

10x15

CORRIDOR _ EXPOSED MTL. DECK

5x10

10x15

CORRIDOR _ EXPOSED MTL. DECK

DISPLAY AREA 201

5x10

5x5

10x15

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x15

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

PUBLIC STORAGE

10x15

5x5

5x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

O 5x10

5x5

5x10

5x5

10x15

5x10

5x5

5x10

5x5

10x15

5x5

5x10

5x5

5x10 PRINCIPAL IN CHARGE

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

60% SET: 09/23/16

CORRIDOR _ EXPOSED MTL. DECK

Q 5x10

5x10

5x5 10x20

10x20

5x5

5x10

10x20

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

CORRIDOR _ EXPOSED MTL. DECK

5x10

CORRIDOR _ EXPOSED MTL. DECK

PROTOTYPE: 3-STORY

5x10

S 5x10

5x5

5x10

5x5

10x20

LOBBY LB-200A

10x20

5x10

5x5

5x10

5x5

5x10

STAIR B

SECOND FLOOR RCP AREA A

PROJECT NORTH

24 REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

16036

SECOND FLOOR RCP SCALE: 1/8"=1'-0"

1 A5.02A

09.23.16

A5.02A

CEILING PLAN SYMBOLS

SYMBOL

DESCRIPTION

1'X8' STRIP FIXTURE

1'x4' STRIP FIXTURE

2x4 RECESSED LAY-IN LIGHT

2 LAMP, CHROME W/ FROSTED GLASS, FLUSH MOUNT FIXTURE

5x10

10x10

EQ EQ

10x10

5x10

5x5

10x10

5x10

09.23.2016 C

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

10x10

10x10 5x10

5x5

10x10

CORRIDOR _ EXPOSED MTL. DECK

10x10

5x10

10x10

D 5x5

5x5

STAIRWELL _ EXPOSED MTL DECK

5x10

10x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

10x10

5x10

10x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

EXIT SIGN

NOTE: REFER TO ELECTRICAL DWGS FOR LIGHT FIXTURE INFORMATION.

10x10

5x10

5x10 10x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x5

10x10

CORRIDOR _ EXPOSED MTL. DECK

10x10

5x10

5x5

5x10

5x5

10x10

10x15

CORRIDOR _ EXPOSED MTL. DECK

10x15

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

10x15

10x10

5x5

5x10

5x5

5x10

10x10

10x15

5x10

10x10

5x10

10x10

TYP. STORAGE UNIT _ MESH CLG. INSTALLED @ 8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

10x15

5x5

5x10

5x5

5x10

10x15

5x5

5x10

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

10x15

10x10

STAIR C

5x5

5x10

10x10

5x10

10x15

CORRIDOR _ EXPOSED MTL. DECK

5x5

5x10

10x10

5x10

10x10

5x10

10x10

10x10 AC

10x15

10x10

5x10

10x15

10x10

5x5

10x10

5x5

10x10

5x5

5x10

10x10

CORRIDOR _ EXPOSED MTL. DECK

5x10 10x10

10x10

5x10

10x10

5x5

10x10

5x5

10x10

5x5 10x10

10x10

5x5

5x10

10x10

5x10 10x10

10x10

Public Storage, Inc.

5x10

10x10

5x10

10x15

5x10

L 5x5

10x15

5x5

5x10

5x5

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

5x10

10x10

5x5

5x10

10x10

5x10

10x10

5x10

10x10

5x5

5x10

10x10

5x5

5x10

10x10

5x10

10x10

PUBLIC STORAGE

10x10

5x5

701 Western Avenue, Glendale, CA 91201

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

10x15

5x10

5x5

5x10

5x5

10x15

CORRIDOR _ EXPOSED MTL. DECK

10x15

5x5

10x15

5x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

5x5

5x10

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

O 5x10

5x10

5x5

5x10

5x5

10x15

5x10

5x5

5x10

5x5

10x15

5x5

5x10

5x5

5x10

PRINCIPAL IN CHARGE

5x10

5x5

5x10

5x5

5x10

5x5

60% SET: 09/23/16

5x10

Q 5x10

5x10

5x5 10x20

5x10

10x20

5x5

5x10

5x5

5x10

10x20

5x5

5x10

5x5

5x10

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

5x5

5x10

5x5

STAIR B

5x10

10x20

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

S 5x5

10x20 5x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

5x5

5x10

5x5

PROTOTYPE: 3-STORY

5x10

10x20

LOBBY LB-200B

10x20

5x5

5x10

5x5

5x10

10x20

5x5

5x10

SECOND FLOOR RCP AREA B

50 REVISION NUMBER

51 DATE OF ISSUANCE:

2-17-16

16036

SECOND FLOOR RCP SCALE: 1/8"=1'-0"

1 A5.02B

09.23.16

A5.02B

CEILING PLAN SYMBOLS

SYMBOL

DESCRIPTION

A2.01

77 8"

10'-0"

1'X8' STRIP FIXTURE

1'x4' STRIP FIXTURE

2x4 RECESSED LAY-IN LIGHT

2 LAMP, CHROME W/ FROSTED GLASS, FLUSH MOUNT FIXTURE

512'-8" 10'-0"

10'-0"

95 8"

10'-3"

10'-0"

10'-4"

EIFS W/ MASONRY BELOW

A G

10'-10"

5x10

10'-0"

5x10

5x5

5x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

CORRIDOR_3-3 CORRIDOR EXPOSED MTL. DECK C303 NOTE: REFER TO ELECTRICAL DWGS FOR LIGHT FIXTURE INFORMATION.

5x10

5x5

5x10

09.23.2016

5x10

5x5

5x10

5x5

5x10

5x5

5x10

20'-2" 5x10

5x10

5x5

C 5x5

5x10

EXIT SIGN

5x5

5x10

4'-113 4"

CORRIDOR CORRIDOR _ 3-3 EXPOSEDC303 MTL. DECK

5x10

1 A6.01

10x10

STAIR A

10x10

5x5

72'-0"

5x5

CORRIDOR CORRIDOR _ 3-6 EXPOSEDC306 MTL. DECK

10x10

CORRIDOR_3-6 CORRIDOR EXPOSED MTL. DECK C306

5'-0"

10'-0"

5x10

5x5

5x10

10'-0"

5x10

10'-218"

5x5

5x10

E 10'-0"

EQ 10x10 STAIRWELL _ EXPOSED MTL DECK

10x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

20'-2"

5x5

10'-0"

10x10

CORRIDOR _ EXPOSED MTL. DECK

10x10

20'-2"

10x10

CORRIDOR_3-8 CORRIDOR C308 EXPOSED MTL. DECK

10x10

5x5

5x5 10x10

5x5

10x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5 10x10

10x10

EQ EQ

CORRIDOR _ EXPOSED MTL. DECK

4'-3" 8'-1"

5x10

CORRIDOR _ 3-9 CORRIDOR EXPOSEDC309 MTL. DECK

10x10

CORRIDOR CORRIDOR_3-9 EXPOSED MTL. DECK C309

5x5

5x5 10x10

10x10

5x5 10x10

10x10

5x5

10x10

5x5

5x10

5x5

5x10

10x10

O 4'-11"

10x10

10x10 105'-218"

5x5 EQ EQ

10'-0"

5x10

10x10

5x10

10x10

CORRIDOR CORRIDOR _ 3-10 EXPOSEDC310 MTL. DECK

10'-0"

10x10

5x5

5x10

5x5

10x15

5x5

10x15

10x10

10x15

10x10

10x10 5x5

10x15

10x10

10x15

5x5

10x15

10x10

10x15

CORRIDOR _ EXPOSED MTL. DECK

4" CHAMFER W/8'-4" ALUM. DIAMOND PLATE CORNER GUARDS AT ELEVATOR LOBBY ENTRANCE POINTS

10x10

10x15

CORRIDOR 3-1 C301

5x5

10'-0" 5x10

5x10

10x10 5x10

5x5

LINE OF EXTENTS FOR 48' H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR 10x15 DOORS.

PRINCIPAL IN CHARGE

10x15

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

5x5

CORRIDOR 3-1 C301

10'-0" 5x10

4'-11"

5x10

5x5

5x10

5x5

5x10

5x5

5x10

5x5

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x5

5x10

10'-0"

5x10

10x10

10x15

10'-0"

5x10

10x10

5x5 10x10

4" CHAMFER W/ 8'-4" ALUM. DIAMOND PLATE CORNER GUARDS TYP. U.O.N.

R 5x10

10x15

10x10

5x5

25'-2"

5x5

5'-018"

CORRIDOR _ EXPOSED MTL. DECK

70'-10"

5x10

10x10

110'-2"

Q 5x10

10x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x5 10x10

10x10

CORRIDOR CORRIDOR _3-10 EXPOSED MTL. DECK C310

P 5x10

10x10

4'-97 8"

4'-10"

10'-2"

60% SET: 09/23/16

5x5

5x10

10x20

20'-23 4"

5x5

5x10

10x20

LOBBY LB-300A

10x20

5x10

5x5

5x10

10x20

5x5

10'-2"

5x10

5x5

83 8"

EIFS W/ MASONRY BELOW

30'-4"

7'-11"

5x10

A2.01

PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

THIRD FLOOR RCP AREA A

EIFS W/ MASONRY BELOW

97'-7"

STAIRWELL _ EXPOSED MTL DECK

5x5

5x10

PROTOTYPE: 3-STORY

10'-0"

20'-2"

5x10

10x10

5x5

5x10

10x10

CORRIDOR _ EXPOSED MTL. DECK

4'-2"

20'-2"

5x10

10x10

5x5

CORRIDOR CORRIDOR _ 3-8 C308 EXPOSED MTL. DECK

10x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

10x10

PUBLIC STORAGE

10x10

CORRIDOR 3-5 C305

10x10

CORRIDOR 3-4 C304

TYP. STORAGE UNIT _ MESH 8'-4" WITH 10x10CLG. INSTALLED @ 10x10 SUPPORT 5' ON EITHER DIRECTION (18" BELOW SPRINKLER GRID MIN.)

EQ EQ

CORRIDOR 3-2 C302

4'-2" 4'-2" 4'-2"

10x10

5x5

4'-2"

10'-0"

10x10

4'-10"

4'-3"

10x10

4'-2"

10'-0" 33'-6"

5x10

10'-0"

10x10

5x5

5x10

10'-0"

10x10

4'-1018"

10'-0"

8'-1"

10x10 5x10

10'-0"

10x10

5x5

5x10

192'-6"

10x10

CORRIDOR 3-7 C307

5x5

5x10

10x10

4'-10"

EQ 10'-0"

10x10

2'-8"

10x10

5x5

10x10

5x5

5x10

10x10

CORRIDOR _ EXPOSED MTL. DECK

CORRIDOR 3-7 C307

5x10

10x10

5x5

10x10

5x5

5x10

10x10

701 Western Avenue, Glendale, CA 91201

5x5

5x10

Public Storage, Inc.

A2.01

5x5

7'-11"

2 A6.20

24 REVISION NUMBER

25 DATE OF ISSUANCE:

2-17-16

16036

THIRD FLOOR RCP SCALE: 1/8"=1'-0"

1 A5.03A

09.23.16

A5.03A

CEILING PLAN SYMBOLS

SYMBOL

DESCRIPTION

1'X8' STRIP FIXTURE

1'x4' STRIP FIXTURE

2x4 RECESSED LAY-IN LIGHT

2 LAMP, CHROME W/ FROSTED GLASS, FLUSH MOUNT FIXTURE

512'-8" 10'-4"

10'-4"

10'-0"

107 8"

10'-2"

5x10

10'-218"

5x10

5x5

5x10

5x5

5x5 10x10

5x10

10x10

5x10

10x10

5x5

5x10

NOTE: REFER TO ELECTRICAL DWGS FOR LIGHT FIXTURE INFORMATION.

5x10

5x5

5x10

10x10

5x10

10x10

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

EXIT SIGN

5x10

5x5 5x10

5x10

4'-113 4"

EQ EQ

5x5

5x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

09.23.2016

5x10

19'-1112"

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x5

10x10

5x5

5x10

5x5

5x10

10x10

D 5x5

5x5

5'-2"

CORRIDOR _ EXPOSED MTL. DECK

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

STAIRWELL _ EXPOSED MTL DECK

E 5x5

5x10

10x10

10x10 5x5

10x10

CORRIDOR _ EXPOSED MTL. DECK

10x10

5x10

5x5

10x10

5x10

5x5

10x10

20'-2" 5x10

10x10

TYP. STORAGE UNIT _ MESH CLG. INSTALLED @ 8'-4" WITH SUPPORT 5' ON EITHER DIRECTION (18" 10x10 GRID MIN.) 10x10 BELOW SPRINKLER

10x10

H 5x5

5x10

5x5

5x10

10x10

J 5x5

4'-10"

5x10

CORRIDOR _ EXPOSED MTL. DECK

10x10

5x5 EQ

5x5

5x10 EQ

10x10

5x10

5x5

10x10

5x5

10x10

5x5 10x10

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x5 10x10

5x5

5x10

10x10

5x5

5x10

10x10

20'-15 8" 10x10

10x10

5x10

10x10

5x5

5x10

10x10

4'-10"

5x10

10x10

5x5

5x10

10x10

5x10

10x10

5x5

5x10

10x10

5x5

5x10

10x10

701 Western Avenue, Glendale, CA 91201

10x10 5x10

5x5

Public Storage, Inc.

5x10

5x5 10x10

5x10

10x10

5x5 10x10

10x10

5x5

M 5x10

5x5 10x10

10x10

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x5 10x10

5x10

10x10

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

5x5 10x10

5x5

10x10

20'-23 8"

10x10

5x10

4'-1018"

5x10

10x10

5x5

5x10

10x10

5x5

10x10

5x10

10x10

5x5

5x10

10x10

5x5

5x10

10x10

5x10

10x10

5x5

10x10

5x5 10x10

10x10

5x10

5x5

5x10

5x5

10x10

5x10

10x10

N 5x5

5x10

5x5

5x10

20'-2"

5x10

10x10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

5x5

5x10

PUBLIC STORAGE

5x10

4'-11"

10x10

10x10 105'-218"

5x5

10x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

10x10

4'-97 8"

10x10

10x10 120'-2"

5x5

10'-0" 5x10

10x10

10x10 5x5

10'-13 4"

4'-10"

5x10

CORRIDOR _ EXPOSED MTL. DECK

4'-10"

10x10 10'-0" 5x10

5x10

PRINCIPAL IN CHARGE

5x10

5x5 10x10

5x10

10x10

5x5

5x5 10x10

10x10

60% SET: 09/23/16

5x10

CORRIDOR _ EXPOSED MTL. DECK

P 5x10

10x10 5x5

5x5

5x10

5x5

10x15

5x5

10x15

5x5

10x15

5x5

10x15

5x5

CORRIDOR _ EXPOSED MTL. DECK

5x10

25'-2"

5x10

CORRIDOR _ EXPOSED MTL. DECK

Q 5x10

5x10

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

R 5x5

5x5

5'-018"

CORRIDOR _ EXPOSED MTL. DECK

5x10

CORRIDOR _ EXPOSED MTL. DECK

5x10

PROTOTYPE: 3-STORY

5x10

5x5 10x20

5x10

10x20

LOBBY LB-300B

10x20

20'-23 4"

5x5

5x10

10x20

5x10

5x5

5x10

10x20

5x5 STAIRWELL _ EXPOSED MTL DECK

5x5

5x10

5x5

5x10

368'-11"

THIRD FLOOR RCP AREA B

PROJECT NORTH

50 REVISION NUMBER

51 DATE OF ISSUANCE:

2-17-16

16036

THIRD FLOOR RCP SCALE: 1/8"=1'-0"

1 A5.03B

09.23.16

A5.03B

01 51

52 10'-1 5/8" 9'-1 5/8"

10'-0"

9'-1 5/8"

D H-1

FIRESTOPPING CUT CMU AS REQ'D TO ALIGN W/ROOF

STAIR C ST-3C 21'-4"

5 5/8"

4'-4"

7'-4" 9 TREADS/ 10 RISERS

8'-3" 10 TREADS/ 11 RISERS

19'-4"

7'-4" 9 TREADS/ 10 RISERS

STAIR A ST-3A 21'-4"

4'-6"

STL CHECKER PLATE LANDING

6'-7"

5 5/8"

4'-4" 4'-6"

5'-0 5/8" 9 RISERS

A6.01 4'-4"

TACTILE EXIT SIGN

9'-1 5/8"

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

09.23.2016

7'-6"

19'-4"

8'-3" 10 TREADS/ 11 RISERS

A6.01

ST-301 DH-8

INTERIOR STAIRWAY SIGN

H-1

LANDING

4 5/8"

F 5'-7 3/8" 10 RISERS

4'-4"

SHIPS LADDER ACCESS TO ROOF SEE 9/A6.1

10'-8"

4'-6"

9'-1 5/8"

4'-6"

ST-303 DH-8

6'-7"

TACTILE EXIT SIGN

INTERIOR STAIRWAY SIGN 7'-6"

BILCO TYPE L (OR EQUAL) ROOF HATCH

H-1

8 X 8 X 16 CMU BLOCK

DATE OF ISSUANCE:

ENLARGED PLAN: STAIR C_THIRD FLOOR SCALE: 1/4"=1'-0"

2-17-16

REVISION NUMBER

A6.01

DATE OF ISSUANCE:

ENLARGED PLAN: STAIR A_THIRD FLOOR SCALE: 1/4"=1'-0"

12-04-15

01 51

3 A6.01

Public Storage, Inc.

5'-0 5/8" 9 RISERS

REVISION NUMBER

ALL STEEL SHALL BE TOUCHED UP AT COMPLETION OF JOB.

5'-7 3/8" 10 RISERS

10'-8"

A6.01

O.H.

PRIMER RED STEEL STAIR FRAMING TYP.

LANDING

A6.01

STL CHECKER PLATE STAIR SYSTEM

701 Western Avenue, Glendale, CA 91201

34'-10"

6 3/8"

3 3/8"

H-1

10'-1 5/8" 9'-1 5/8"

10'-0"

9'-1 5/8"

6 3/8"

3 3/8"

H-1

D H-1

5 5/8"

4'-4"

4'-6"

9'-1 5/8"

7'-6"

6'-7"

TACTILE EXIT SIGN

INTERIOR STAIRWAY SIGN STAIR C ST-2C 10'-8"

ST-203 DH-8

4'-4"

UP STAIR A ST-2A

7 A6.01

6'-7"

4'-4"

9'-1 5/8"

INTERIOR STAIRWAY SIGN

ST-201 DH-8

H-1

4 5/8"

5 5/8"

10'-8"

4'-6"

4'-4"

3 4'-6"

TACTILE EXIT SIGN

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

7'-6"

19'-4"

A6.01

7'-4" 9 TREADS/ 10 RISERS

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

2-17-16

8 8'-3" 10 TREADS/ 11 RISERS

STAIR SECTION

19'-4"

DATE OF ISSUANCE:

PUBLIC STORAGE

DN REVISION NUMBER

8'-3" 10 TREADS/ 11 RISERS

7'-4" 9 TREADS/ 10 RISERS

7 A6.01

FIRESTOPPING

9 9

A6.01 FIRESTOPPING CUT CMU AS REQ'D TO ALIGN W/ROOF INTERIOR STAIRWELL CMU WALLS - NO FINISH

PRINCIPAL IN CHARGE

H-1

6 3/8"

3 3/8"

STL CHECKER PLATE STAIR SYSTEM

PROJECT MANAGER

MA DRAWN BY

CS NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

ALL STEEL SHALL BE TOUCHED UP AT COMPLETION OF JOB 4'-4"

5 5/8"

STAIR A ST-1A

A6.01

4'-4"

9'-1 5/8" H-1

ST-101.2 DH-8

INTERIOR STAIRWAY SIGN

STAIR PLANS AND SECTIONS

4 5/8"

EXTERIOR STAIRWAY SIGN

0'-00" ST-101.1 DH-16

PROTOTYPE: 3-STORY

7'-4" 9 TREADS/ 10 RISERS TACTILE EXIT SIGN

7'-6"

8'-3" 10 TREADS/ 11 RISERS

ALL STEEL SHALL BE TOUCHED UP AT COMPLETION OF JOB.

4'-4"

19'-4"

5 5/8"

4'-4"

EXTERIOR STAIRWAY SIGN

7 A6.01

LANDING

9'-1 5/8"

4'-6"

ST-103.1 DH-16

4'-6"

TACTILE EXIT SIGN

H-1

INTERIOR STAIRWAY SIGN STAIR C ST-1C

ST-103.2 DH-8

7'-6"

PRIMER RED OR GRAY STEEL STAIR FRAMING TYP.

6'-7"

LANDING

0'-00"

COMPONENTS INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAILS), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS (.22 KN) ON AN AREA NOT TO EXCEED 1 SQUARE FOOT (305 MM2) INCLUDING OPENING AND SPACE BETWEEN RAILS.

9'-1 5/8"

4'-6"

5'-0"

A6.01

60% SET: 09/23/16

5'-0 5/8" 9 RISERS

CONCENTRATED LOAD: HANDRAIL ASSEMEBLIES AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS (.89 KN), APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECEDING PARAGRAPH.

PROVIDE CONTRASTING WARNING STRIPE MIN. 2", MAX 1" FROM NOSE AT UPPER APPROACH AND AT BOTTOM TREAD (TYP @ ALL STAIRS AND AS REQUIRED BY CODE).

8'-8" 5'-7 3/8" 10 RISERS

6'-7"

LANDING

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

12-04-15

7'-4" 9 TREADS/ 10 RISERS

4 A6.10

ENLARGED PLAN: STAIR A_SECOND FLOOR

4'-6"

5'-0 5/8" 9 RISERS

LIGHT, TYP.

9'-1 5/8"

8'-3" 10 TREADS/ 11 RISERS

3 A6.10

8'-8"

LIGHT, TYP.

A6.01

DATE OF ISSUANCE:

10'-0" 8 X 8 X 16 CMU BLOCK

5'-7 3/8" 10 RISERS

8 X 8 X 16 CMU BLOCK 5'-0"

8'-8" 5'-7 3/8" 10 RISERS

HANDRAIL AND GUARDS: HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT (POUND PER FOOT) (.73 KN/M) APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS AND STRUCTURE.

5'-7 3/8" 10 RISERS

10'-8"

REVISION NUMBER

5'-0 5/8" 9 RISERS

2 A6.10

10'-1 5/8"

10'-8"

LIGHT, TYP.

HANDRAILS: IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY THAT THE CONSTRUCTION OF ALL HANDRAILS ARE ABLE TO WITHSTAND THE FOLLOWING LOADS:

10'-8"

5'-0 5/8" 9 RISERS

8'-8"

STL CHECKER PLATE LANDING

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

12-04-15

STL CHECKER PLATE LANDING

34'-10"

5'-0"

8'-8"

SHOP DRAWING NOTE: CONTRACTOR TO PROVIDE ARCHITECT WITH SHOP DRAWINGSFOR APPROVAL PRIOR TO MANUFACTURING.

ENLARGED PLAN: STAIR C_SECOND FLOOR

19'-4"

12'-6"

DATE OF ISSUANCE:

NOTES:

LANDING

10'-8"

CUT CMU AS REQ'D TO ALIGN W/ROOF REVISION NUMBER

STL CHECKER PLATE STAIR SYSTEM

34'-10"

O.H.

LIGHT, TYP.

PRIMER RED STEEL STAIR FRAMING TYP.

A6.01

H-1

9 A6.01

O.H.

A6.01

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

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

9 A6.01

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

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

7 A6.01

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

ENLARGED PLAN: STAIR C_FIRST FLOOR SCALE: 1/4"=1'-0"

4 A6.01

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

16036

ENLARGED PLAN: STAIR A_FIRST FLOOR SCALE: 1/4"=1'-0"

1 A6.01

09.23.16

A6.01

27 10'-4"

6 1/8"

9'-2 1/2"

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

7 3/8" H-1

FIRESTOPPING CUT CMU AS REQ'D TO ALIGN W/ROOF

ST-202.3 DH-8

STAIR B ST-2B 10'-8"

TACTILE EXIT SIGN

INTERIOR STAIRWAY SIGN

TACTILE EXIT SIGN

14'-10 5/8"

2'-9 5/8" 6 RISERS

LANDING

ST-202.2 DH-8 7'-6 5/8"

4'-6 1/8"

09.23.2016

11'-11" 13 TREADS/ 14 RISERS

STL CHECKER PLATE STAIR SYSTEM

7'-10 3/8" 14 RISERS

6 1/2"

4'-4"

9'-2 1/2"

4'-6"

ALL STEEL SHALL BE TOUCHED UP AT COMPLETION OF JOB.

4'-4" 4'-6"

LANDING

K-1

9'-5 5/8"

PRIMER RED STEEL STAIR FRAMING TYP.

A6.02 6 3/8"

2'-9 5/8" 6 RISERS

LANDING

10'-8"

Public Storage, Inc.

4'-7" 5 TREADS/ 6 RISERS

8 X 8 X 16 CMU BLOCK

701 Western Avenue, Glendale, CA 91201

23'-11 5/8"

STL CHECKER PLATE LANDING 7'-10 3/8" 14 RISERS

10'-8"

10'-0"

LANDING

9 A6.02

A6.02

DATE OF ISSUANCE:

ENLARGED PLAN: STAIR A_SECOND FLOOR SCALE: 1/4"=1'-0"

12-04-15

26 10'-4"

9'-2 1/2"

7 3/8"

6 1/8"

9'-2 1/2"

7'-6 5/8"

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

K-1

4'-4"

60% SET: 09/23/16

ST-102.1 DH-8

ALL STEEL SHALL BE TOUCHED UP AT COMPLETION OF JOB

A6.02

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

4'-4"

EXTERIOR STAIRWAY SIGN

A6.02

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

4'-6"

4'-4"

4'-7" 5 TREADS/ 6 RISERS

K-1

11'-11" 13 TREADS/ 14 RISERS

23'-11 5/8"

10'-0"

14'-10 5/8"

PRINCIPAL IN CHARGE

14'-10 5/8"

7'-6 5/8"

10'-0"

A6.02

PROVIDE CONTRASTING WARNING STRIPE MIN. 2", MAX 1" FROM NOSE AT UPPER APPROACH AND AT BOTTOM TREAD (TYP @ ALL STAIRS AND AS REQUIRED BY CODE).

INTERIOR STAIRWAY SIGN

9'-5 5/8"

2'-9 1/4" 6 RISERS

PRIMER RED STEEL STAIR FRAMING TYP.

TACTILE EXIT SIGN

PROTOTYPE: 3-STORY

7'-1 3/8"

5'-0"

8'-8"

LANDING

7'-10 3/8" 14 RISERS

LIGHT, TYP.

ST-102.3 DH-8

STAIR B ST-1B 0'-00"

6 3/8"

LANDING

DN 4'-7" 5 TREADS/ 6 RISERS

8'-8"

3 A6.10

PRIMER RED STEEL STAIR FRAMING TYP.

ST-102.2 DH-8

TACTILE EXIT SIGN

4'-6"

8 X 8 X 16 CMU BLOCK

11'-11" 13 TREADS/ 14 RISERS

7'-10 3/8" 14 RISERS

9'-5 5/8"

2 A6.10

23'-11 5/8"

LANDING

INTERIOR STAIRWAY SIGN

TACTILE EXIT SIGN

HANDRAILS: IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY THAT THE CONSTRUCTION OF ALL HANDRAILS ARE ABLE TO WITHSTAND THE FOLLOWING LOADS: 2'-9 1/4" 37'-0"6 RISERS

LIGHT, TYP.

TACTILE EXIT SIGN

21'-4"

4'-6"

8'-8"

5'-0"

STL CHECKER PLATE STAIR SYSTEM

SHOP DRAWING NOTE: CONTRACTOR TO PROVIDE ARCHITECT WITH SHOP DRAWINGSFOR APPROVAL PRIOR TO MANUFACTURING.

ST-302.3 DH-8

STAIR B ST-3B

ST-302.2 DH-8

6 3/8"

8'-8"

NOTES:

LANDING

5'-0"

4'-6 1/8"

15'-8 7/8"

INTERIOR STAIRWELL CMU WALLS - NO FINISH

4'-6 1/8"

CUT CMU AS REQ'D TO ALIGN W/ROOF

7 3/8" H-1

H-1

6 1/8"

A6.02

10'-4"

FIRESTOPPING

LIGHT, TYP.

CUT CMU AS REQ'D TO ALIGN W/ROOF

STL CHECKER PLATE LANDING

REVISION NUMBER

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

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

4'-6"

STAIR SECTION

2-17-16

DATE OF ISSUANCE:

PUBLIC STORAGE

REVISION NUMBER

STAIR PLANS AND SECTIONS

16036 REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

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

5 A6.02

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

ENLARGED PLAN: STAIR B_THIRD FLOOR SCALE: 1/4"=1'-0"

3 A6.02

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

ENLARGED PLAN: STAIR B_FIRST FLOOR SCALE: 1/4"=1'-0"

1 A6.02

09.23.16

A6.02

1 1/4" DIAMETER PIPE, PAINTED (TYP.)

1/2" SQUARE BAR PICKETS (TYP.) 3'-6"

2'-10"

TYP.

1/2" X 1" BOTTOM RAIL

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

PREFORMED MTL TREAD AND RISER W/ INTEGRAL PHOTOLUMINESCENTS, SEE SHEET A903.00

12" PAINTED STL STRINGER CHANNEL

REVISION NUMBER

DATE OF ISSUANCE:

09.23.2016

STAIR DETAIL @ INTERMEDIATE LANDING SCALE: 1"=1'-0"

12-04-15

4 A6.10

1 1/4" DIAMETER PIPE, PAINTED (TYP.)

701 Western Avenue, Glendale, CA 91201

1/2" SQUARE BAR PICKETS @ 4" O.C. MAX., (TYP.)

2 1/2"

CONC. FLOOR SLAB

SCALE: 1"=1'-0"

12-04-15

REVISION NUMBER

A6.10

DATE OF ISSUANCE:

STAIR DETAIL @ LANDING SCALE: 1"=1'-0"

12-04-15

3 A6.10

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

TYP STAIR RUN DETAIL

PUBLIC STORAGE

DATE OF ISSUANCE:

1 1/4"

HANDRAIL, PAINTED

1'-10 1/2"

@ 4'-0" O.C.

1 1/4" DIAMETER PIPE, PAINTED (TYP.)

3'-6"

2'-6"

6 3/4"

GUARDRAIL, PAINTED

2'-10"

1/2" SQUARE BAR PICKETS @ 4" O.C. MAX. PAINT TO MATCH HANDRAILS (TYP.)

1/2" X 1" SQUARE BAR PICKETS (TYP.)

1/2" X 1" STL. BOTTOM RAIL, PAINTED

1/2"

3'-2"

1 1/4"

12" PAINTED STL STRINGER CHANNEL

MC 12 X 10.6 STAIR STRINGER, PAINTED

REVISION NUMBER

PREFORMED MTL TREAD AND RISER, W/ INTEGRAL PHOTOLUMINESCENTS, SEE SHEET A903.00

11" 7" MAX.

1" MAX.

Public Storage, Inc.

1/2" X 1" BOTTOM RAIL 1'-0"

PREFORMED MTL TREAD & RISER

11" 2'-10"

1/2" X 1" BOTTOM RAIL

3'-6"

1/2" SQUARE BAR PICKETS (TYP.)

PREFORMED MTL TREAD & RISER

PREFORMED MTL TREAD AND RISER W/ INTEGRAL PHOTOLUMINESCENTS, SEE SHEET A903.00

MC 12 x 10.6 STAIR STRINGER

12" PAINTED STL STRINGER CHANNEL

REVISION NUMBER

DATE OF ISSUANCE:

STAIR RAILING DETAIL SCALE: 1"=1'-0"

12-04-15

6 A6.10

REVISION NUMBER

DATE OF ISSUANCE:

TYP STAIR RUN DETAIL SCALE: 1"=1'-0"

12-04-15

2 A6.10

RETURN PIPE RAIL TO WALL

BRACKETS 5'-0" O.C.

60% SET: 09/23/16

PRINCIPAL IN CHARGE

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

1 1A 1B

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

02-17-16

11" MIN. TREAD

PROTOTYPE: 3-STORY

1'-0"

2'-10"

RETURN PIPE RAIL TO WALL

PLAN

1" MAX. ONE TREAD LENGTH

TREAD

11" MIN

PROVIDE VISUAL CONTRAST ON TREAD NOSINGS OR LEADING EDGES OF TREADS WITHOUT NOSINGS AND LANDING EDGE

STAIR DETAILS

7" MAX.

"LAPEYRE" ALTERNATING TREAD DEVICE. CARBON STEEL STAIR WITH SAFETY YELLOW FINISH. 68 DEGREE WITH FLUSH MOUNT RAILS AGAINST DECKING. INSTALL PER MANUF. INSTRUCTIONS

11" MIN.

PROVIDE VISUAL CONTRAST ON TREAD NOSINGS OR LEADING EDGES OF TREADS WITHOUT NOSINGS AND LANDING EDGE

REVISION NUMBER

DATE OF ISSUANCE:

2-17-16

SHIPS LADDER SCALE: 3/4"=1'-0"

9 A6.10

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

16036

ELEVATION STAIR DETAIL SCALE: 1"=1'-0"

5 A6.10

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

STAIR DETAIL SCALE: 1"=1'-0"

1 A6.10

09.23.16

A6.10

15 G-1

9'-6 1/2" HOISTWAY

EXHAUST VENT; SIZE AND NUMBER REQUIRED TBD BY LOCAL JURISDICTION CODE.

5/8"

MEMBRANE ROOFING SYSTEM OVER A TAPERED R-19 RIGID INSUL. BD. OVER MTL. ROOF DECK SAFETY BEAM REQUIRED PER OSHA 1926.502 - SEE STRUCT. DWGS.

5'-0 1/8"

G-1

TOP GUIDE RIAL BRACKET TO BE INSTALLED AS REQ'D. ABOVE FINISHED FLOOR IN OVERHEAD SUPPORT TO BE PROVIDED BY G.C.

7 1/2"

VERIFY WITH MANUF

SIGN AT 3RD FLOOR ELEVATOR LOBBY.SEE 14/A8.2

9'-11 7/8"

1 A6.20

15'-0" HOISTWAY

7 A6.20

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

G-1

09.23.2016

E-1

T.O. STEEL 32'-0"

G-1

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

12-04-15

A6.20

ELEVATOR COMPANY TO PROVIDE TRAVELER FOR INTERCOM, KEYPAD AND CAMERA PLUS (1) SPARE REQ'D IN EA. CAB

03_THIRD FLR 21'-4"

G-1 9'-6 1/2" HOISTWAY

Public Storage, Inc.

701 Western Avenue, Glendale, CA 91201

ENLARGED THIRD FLOOR ELEVATOR PLAN

7'-0" DOOR OPENING

DATE OF ISSUANCE:

9'-9" CAB HEIGHT

REVISION NUMBER

10'-8"

14'-6"

5/8"

CCW-MIRACLAY CCW MIRADRAIN 9000 OR 9900 - OPTIONAL SEE 5/6.20 THIS SHEET FOR WATERPROOFING

5'-0 1/8"

G-1

E-1

MAX. UNSUPPORTED RAIL BRACKET SPACING

COMPACTED SOIL G-1

REVISION NUMBER

ELEVATOR SILL/THRESHOLD DETAIL SCALE: N.T.S.

12-04-15

REVISION NUMBER

A6.20

DATE OF ISSUANCE:

DETAIL OF PIT SLAB W/ GRAVEL SCALE: 3"=1'-0"

12-04-15

REVISION NUMBER

A6.20

DATE OF ISSUANCE:

ENLARGED SECOND FLOOR ELEVATOR PLAN SCALE: 1/4"=1'-0"

12-04-15

02_SECOND FLR 10'-8"

3 A6.20 10'-8"

DATE OF ISSUANCE:

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

7 A6.20

COMPACTED #57 GRAVEL OR SMALLER

PUBLIC STORAGE

9'-11 7/8"

SIGN AT 3RD FLOOR ELEVATOR LOBBY.SEE 14/A8.2

15'-0" HOISTWAY

1 A6.20

10'-8"

PRINCIPAL IN CHARGE

MOUNT RAIL BRACKETS AT 8" BELOW EACH FINISHED FLOOR LEVEL

CCW MIRADRAIN

B-1

G-1

BACKFILL

9'-6 1/2" HOISTWAY

WALL MOUNTED ACCESS LADDER

9'-9 1/4"

CONCRETE SLAB

UT-103 DH-2

01_FIRST FLR 0"

5'-0 1/8"

G-1

CCW-MIRACLAY NONWOVEN GEOTEXTILE SIDE UP

1 A6.20

15'-0"

15'-0" HOISTWAY

G-1

7 A6.20

CONCRETE ELEVATOR PIT WRAPPED W/ WATERPROOFING (CARLISLE MIRACLAY) OR EQ. FOR HYDROSTATIC CONDITIONS

B-2

E-1

CCW-MIRACLAY GRANULES OR CCW-MIRACLAY MASTIC

EMR UT-103 165 SF

9'-11 7/8"

WRAP FOOTING WITH CCW-MIRACLAY FOR ALL HYDROSTATIC CONDITIONS

G-1

U CCW-MIRACLAY 12" REINFORCING ANGLE STRIP AT ALL OUTSIDE CORNERS *DETAIL IS INTENDED TO BE A GUIDE FOR WATERPROOFING INSTALLATION ONLY. *DETAIL BASED ON CARLISLE PRODUCT. CAN BE SUBSTITUTED WITH APPROVED EQUAL.

DRAWN BY

CS NO.

1 1A 1B 2

REASON

DATE

PROTOTYPE UPDATE

10-30-15

PROTOTYPE UPDATE

12-04-15

PROTOTYPE UPDATE

2-17-16

PROTOTYPE UPDATE

5-31-16

CONC. FOUNDATION WALL AND SLAB - SEE STRUCT. DWGS.

SHUTOFF SWITCHES

SIGN AT 1ST FLOOR ELEVATOR LOBBY.SEE 13/A8.2

PROJECT MANAGER

10 MIL. VAPOR RETARDER/ CRUSHED STONE, SEE GEOTECH

CCW MIRADRAIN FABRIC SIDE DOWN

PROTOTYPE: 3-STORY

CCW-MIRACLAY - WOVEN GEOTEXTILE AGAINST WALL

SIM.

60% SET: 09/23/16

CONCRETE WALL

24"X 24" X 24" SUMP PUMP PIT. COORDINATE LOCATION W/ ELEVATOR MFG'R & PLUMBING ENGINEER

CCW MIRASTOP WATERSTOP

ELEVATOR PLANS, SECTION AND DETAILS

16036 REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

ELEVATOR PIT WATER PROOFING DETAIL SCALE: 12"=1'-0"

5 A6.20

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

ENLARGED FIRST FLOOR ELEVATOR PLAN SCALE: 1/4"=1'-0"

2 A6.20

REVISION NUMBER

DATE OF ISSUANCE:

12-04-15

WALL SECTION THRU ELEVATOR SHAFT SCALE: 1/2"=1'-0"

1 A6.20

09.23.16

A6.20

5/8" GWB. - PTD. J-BEAD TRIM

GLAZING

MTL STUD, SEE STRCT DWGS

GLAZING SYSTEM SILL

F.T.WOOD BLOCKING

ELASTOMERIC SEALANT MTL FLASHING W/ END DAM F.T.WOOD BLOCKING

J-BEAD TRIM SEALANT

GLAZING

5/8" GWB. - PTD.

GLAZING SYSTEM SILL ELASTOMERIC SEALANT MOISTURE BARRIER O/ 5/8" DENSHIELD EXT. GYP. SHTG. 3" E.I.F.S.

CONCRETE SLAB AND FOUNDATION WALL, SEE STRCT DWGS

GLAZING SYSTEM JAMB

THIS DRAWING IS INTENDED FOR REVIEW ONLY AND MAY NOT BE USED FOR CONSTRUCTION OR BUILDING PERMIT.

F.T.WOOD BLOCKING

MTL STUD, SEE STRCT DWGS

09.23.2016

REVISION NUMBER

DATE OF ISSUANCE:

TYPICAL HEAD @ INTERIOR GLAZING SCALE: 1-1/2" = 1'-0"

12-04-15

REVISION NUMBER

A7.03

DATE OF ISSUANCE:

NOT USED SCALE: N.T.S.

12-04-15

REVISION NUMBER

A7.03

DATE OF ISSUANCE:

TYPICAL SILL @ CONCRETE SLAB DETAIL SCALE: 1-1/2" =1'-0"

12-04-15

REVISION NUMBER

A7.03

DATE OF ISSUANCE:

TYPICAL JAMB @ E.I.F.S DETAIL SCALE: 1-1/2" = 1'-0"

12-04-15

4 A7.03

MTL STUD, SEE STRCT DWGS

REVISION NUMBER

MTL FLASHING GLAZING

MTL FLASHING

GLAZING SYSTEM JAMB

GLAZING

DATE OF ISSUANCE:

TYPICAL JAMB @ OFFICE SCALE: 1-1/2" = 1'-0"

12-04-15

CONT. BACKER ROD & SEALANT

REVISION NUMBER

A7.03

DATE OF ISSUANCE:

TYPICAL HEAD @ OFFICE SCALE: 1-1/2" = 1'-0"

12-04-15

REVISION NUMBER

A7.03

DATE OF ISSUANCE:

NOT USED SCALE: N.T.S.

12-04-15

REVISION NUMBER

A7.03

GLAZING SYSTEM JAMB

DATE OF ISSUANCE:

TYPICAL HEAD @ E.I.F.S DETAIL SCALE: 1-1/2" = 1'-0"

12-04-15

3 A7.03

PS #TX16058 (NEW) 5200 GULFTON ST. HOUSTON, TEXAS 77081

MOISTURE BARRIER O/ 5/8" DENSHIELD EXT. GYP. SHTG. 3" INSUL RIGID BOARD

MOISTURE BARRIER O/ 5/8" DENSHIELD EXT. GYP. SHTG.

PUBLIC STORAGE

2" AIR GAP

STEEL BEAM RE: STRUCTURL F.T.WOOD BLOCKING

F.T.WOOD BLOCKING

MOISTURE BARRIER O/ 5/8" DENSHIELD EXT. GYP. SHTG.

CMU VENEER

3" RIGID INSULATION

Public Storage, Inc.

5/8" GYP BOARD STEEL BEAM, SEE STRCT DWGS

3" RIGID INSULATION

701 Western Avenue, Glendale, CA 91201

INSULATION

INSULATED SPANDRAL GLASS

A7.03

5'-0"

'T' TEMPERED GLASS (TYP.)

EQ.

1'-6"

11'-9 1/2"

21'-2"

6'-0" 29'-7"

EQ.

EQ. 11'-9 1/2"

1'-7"

T 'T' TEMPERED GLASS (TYP.)

4'-6" 7'-2"

A7.03 3'-2" X 4'-0" (1)WAY MIRROR

2'-8"

SIM. A7.03

7'-0"

15 7'-0"

3'-2"

A7.03

7'-8" (DOOR PKG. HT.)

"T" TEMPERED GLASS (TYP.)

EQ.

6" CONC. CURB

5'-0"

1" CLEAR INSULATED GLASS (TYP.)

T 8'-9"

1" CLEAR INSULATED GLASS (TYP.)

7'-0"

3'-2"

7'-0"

7'-8" (DOOR PKG. HT.)

"T" TEMPERED GLASS (TYP.)

5'-0"

CLEAR ANODIZED ALUMINUM FINISH

A7.03

1'-1"

SIM.

1'-7"

1'-1"

A7.03

1'-2"

2'-10"

A7.03 CLEAR ANODIZED ALUMINUM FINISH

1" CLEAR INSULATED GLASS (TYP.)

8'-4"

INSULATED SPANDRAL GLASS

2'-10"

8'-4"

1" CLEAR INSULATED GLASS (TYP.)

9'-8"

A7.03

INSULATED SPANDRAL GLASS

A7.03

CLEAR ANODIZED ALUMINUM FINISH

1'-2"

CLEAR ANODIZED ALUMINUM FINISH

9'-8"

8'-9"

1" CLEAR INSULATED GLASS (TYP.)

A7.03

INSULATED SPANDRAL GLASS

6" CONC. CURB

4'-0"

6" CONC. CURB 3'-0"

12'-0" SLIDER DOOR PKG

3'-0"

12'-0" SLIDER DOOR PKG

16 18'-0"

A7.03

SIM.

PRINCIPAL IN CHARGE

PROVIDE SILL PLATE W/END CLOSURES EMBEDDED INTO (2) ROWS OF SEALANT

A7.03

8 A7.03

STOREFRONT TYPE 'B' (VIEW FROM EXTERIOR)

STOREFRONT TYPE 'C' (VIEW FROM EXTERIOR)

STOREFRONT TYPE 'H' (VIEW FROM OFFICE)

CLEAR ANODIZED ALUMINUM FINISH

4'-0"

21'-2" W x 9'-8" H

FIXED, TEMPERED STOREFRONT WINDOW

OFFICE

B C

29'-7" W x 9'-8" H 18'-0" W x 8'-9" H

FIXED, TEMPERED STOREFRONT WINDOW, SLIDER W/ TRANSOME FIXED, TEMPERED STOREFRONT WINDOW, SLIDER W/ TRANSOME

X X

1 1

OFFICE LOBBY

4'-0"

33'-6"

D E

12'-0"W x 8'-9"H 4'-0"W x 4'-6"H

FIXED, TEMPERED STOREFRONT WINDOW, SLIDER W/ TRANSOME FIXED (ONE WAY GLASS)

X X

2 1

LOBBY BREAK RM / OFFICE

MTL STUD, SEE STRCT DWGS

33'-6"W x 9'-8"H

FIXED, TEMPERED STOREFRONT WINDOW

STOREFRONT

PROTOTYPE: 3-STORY

4'-0"

LOCATION

3RD FLOOR

2ND FLOOR

REMARKS

SIZE

TYPE

1ST FLOOR

T 2"

2'-10"

QTY.

6" CONC. CURB

STOREFRONT TYPE 'D' (VIEW FROM EXTERIOR)

3'-4"

SS PROJECT MANAGER

MA DRAWN BY

CS NO.

REASON

DATE

WINDOW SCHEDULE

9'-8"

TYPICAL 3/4 " REVEALS IN ADJACENT EIFS

PROVIDE SILL PLATE W/END CLOSURES EMBEDDED INTO (2) ROWS OF SEALANT THRESHOLD SHALL BE INSTALLED UNDER RETAIL OFFICE DOOR

STOREFRONT TYPE 'A'

60% SET: 09/23/16

PROVIDE SILL PLATE W/END CLOSURES EMBEDDED INTO (2) ROWS OF SEALANT STOREFRONT TYPE 'F' (VIEW FROM EXTERIOR)

WINDOW TYPES & SCHEDULES

16036 REVISION NO. NUMBER

DATE OF ISSUANCE:

2/17/16

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

1 A7.03

09.23.16

A7.03