1. SOW Attachment Drawings Fall Protect Fresno.pdf

BUS

B U S

BUS

MAIN

ENTRANCE

SIGN

V A

M O N U M E N T

S

IG

N

M O N U M E N T

S

IG

N

S P E E D

B U M P

S P E E D

B U M P

STAGING AREA

G E

N E

R A

T O

R

G E

N E

R A

T O

R

G E

N E

R A

T O

R

G E

N E

R A

T O

R

G E

N E

R A

T O

R

H Y

D R

O N

IC

S

U T

IL

IT

Y P

A D

U T

IL

IT

Y

V A

U L T

FUEL TANK #2FUEL TANK #1

TANK

O2

TANK

O2

TANK

DIESEL

TANK

DIESEL

CLINTON AVENUE

HARVARD AVENUE

N O

R T

H A

N G

U S

S T

R E

E T

MOTORCYCLES

YIELD

YIELD

P A R K

IN

G

L O T

HP

A R K

IN

G

L O T

H

PARKING LOT

APARKING LOT

B

P A R K

IN

G

L O T

C

PARKING LOT

E

P A R K

IN

G

L O T

F

PARKING LOT

G

PARKING LOT

D

DN

AREA OF WORK @ ROOF

BLDG 01

BLDG 01

BLDG

OPC

BLDG 34

(NO WORK)

BLDG 32

BLDG 24

BLDG 03

BLDG 02

BLDG 22

B36

(NO

WORK)

BLDG 31

BLDG 28

BLDG 25

(NO WORK)

BLDG 27

(NO WORK)

AREA OF WORK @ ROOF

AREA OF WORK @ ROOF

N

BLDG

22A

(NO WORK)

BLDG 01

(NO WORK)

BLDG

OPC

BLDG 08 (NO WORK)

BLDG 07 (NO WORK)

BLDG 04 (NO WORK)

POTENTIAL

STAGING

AREA

PHARMACY

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

GI000

COVER SHEET 570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

1" = 40'-0"

Reference Site Plan

PROJECT

SITE

INSTALLATION OF GUARDRAILS AT ROOFS OF BUILDINGS 01, 02, 03, 22, 24,

28, 31, 32 AND OPC.

PROJECT DESCRIPTION

VICINITY MAP

PROJECT TEAM

FACILITY:

Department of Veterans Affairs VA Central California Healthcare System Engineering Services 2615 E Clinton Ave Building 03 Fresno, CA 93703

Contact: Blong Vang, COR P: 559.225.6100 ext. 7005 E: blong.vang@va.gov

Contact: Kest Cousins, Alt. COR P: 559.225.6100 ext.5218 E: kest.cousins@va.gov

ARCHITECT

MA|Architects, Inc.

385 Van Ness Ave., Suite 110 Torrance, CA 90501

Contact: Steven A. McCaslin P: 424.302.5271 E: s.mccaslin@ma-architects.net

STRUCTURAL ENGINEER

Gregory P. Luth & Associates, Inc.

3350 Scott Blvd., Bldg. 48 Santa Clara, CA 95054

Contact: Jordan Henke P: 425.393.2276 E: jordanhe@gplainc.com

DEPARTMENT OF VETERANS AFFAIRS

VA Central California Healthcare System

2615 E Clinton Ave, Fresno, CA 93703

VA Project No. 570-21-109 Install Fall Protection PROJECT DATA

PROJECT ADDRESS: 2615 E Clinton Ave Fresno, CA 93703

OCCUPANCY

& STORIES: Building 01 - 7 Stories (Fully Sprinklered)

- Occupancy: Healthcare

Building 02 - 2 Story (Fully Sprinklered)

- Occupancy: Factory Group F1

Building 03 - 1 Story (Fully Sprinklered)

- Occupancy: Business

Building 22 - 1 Story (Fully Sprinklered)

- Occupancy: Factory Group F1

Building 24 - Construction Type: II-B

- 3 Stories (Fully Sprinklered)

- Occupancy: Business

Building 28 - 1 Story (Fully Sprinklered)

- Occupancy: Healthcare

Building 31 - Construction Type: II-B

- 1 Story (Fully Sprinklered)

- Occupancy: Healthcare

Building 32 - 3 Stories (Fully Sprinklered)

- Occupancy: Storage

Building OPC - 3 Story (Fully Sprinklered)

- Occupancy: Business

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

11.22.2024 100% Construction Documents (Pharmacy & Bldg 32 Mod)

DRAFT

APPLICABLE STANDARDS:

VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

2021 International Building Code (IBC) (Only when specifically referenced in VA Design Documents, see notes below)

2021 NFPA 101 Life Safety Code

2022 NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations

2018 NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

Occupational, Safety and Health Administration (OSHA) Standards

2019 VA Seismic Design Requirements, H-18-8

2020 National Electrical Code (NEC) (NFPA 70)

2018 International Plumbing Code (IPC)

2019 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

2023 ASME Boiler and Pressure Vessel Code

ASME Code for Pressure Piping

2015 Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

Energy policy Act of 2005 (EPAct)

DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial and Multi-Family High- Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 433, 434 and 435.

Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding (MOU)

Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management.

The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01 00 00 of the VA Master Construction Specification.

Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1- 2016.

Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2016.

UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS, STANDARDS, MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY AGENCIES, SHALL MEAN

THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF PROJECT SUBMISSION (U.N.O.)

AB

A

ANCHOR BOLT

AD AREA DRAIN

ADDL ADDITIONAL

ADH

ADDITIONAL

ADHESIVE

ADJ

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

ABOVE FINISH SLAB

ALUM

ALT

ALUMINUM

ALTERNATE

APPROX

ARCH

APPROXIMATE(LY)

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

B

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BM

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

C

CEM CEMENT, CEMENTITIOUS

CJ CONTROL JOINT

CL

CLG

CLR

CMU

COL

CONC

CONN

CONSTR

CONT

CONTR

CORR

CU

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CUBIC

COLD WATER

D

D

DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIM PT DIMENSION POINT

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DWG DRAWING

DWGS DRAWINGS

(E)

E

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FXTR FIXTURE

G

G

GAS

H

H

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

ID

I

INSIDE DIAMETER

J

L

L

LENGTH, LONG

M

M

METERS

(N)

N

NEW

P

Q

R

R

RISER

S SOUTH

T

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

YARD

HDW HARDWARE

HGT HEIGHT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

JST JOIST

JT JOINT

LB POUND

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

S

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETERS

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

NA NOT APPLICABLE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RAD RADIUS

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RET RETURN

REV REVISION

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

SCHED SCHEDULE

SCRN SCREEN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SIM SIMILAR

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SST STAINLESS STEEL

ST STREET

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

TC TOP OF CONCRETE, TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

U

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

W/ WITH

W/O WITHOUT

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

BUR BUILT UP ROOFING SYSTEM

F

FA FIRE ALARM

FAS FIRE ALARM STATION

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FACE

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FO FACE OF

FSTNR FASTENER

FT FOOT, FEET

OC

O

ON CENTER

PA PUBLIC ADDRESS

OA OVERALL

OD OUTSIDE DIAMETER

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

PART PARTIAL

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

P

V

VB VALVE BOX

VERT VERTICAL

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

ABBREVIATIONS

SYMBOLS

ANGLE

@ AT

C CENTER LINEL

Ø DIAMETER

= EQUAL

> GREATER THAN

< LESS THAN

± PLUS OR MINUS (TOLERANCE)

# POUND(S)

' FOOT OR FEET

" INCH OR INCHES

FOF FACE OF FINISH

HSS HOLLOW STRUCTURAL STEEL

SYMBOLS LEGEND

N

SHEET

NORTH IDENTIFIER

ELEVATION

IDENTIFIER

KEY NOTE TAG

CALL-OUT IDENTIFIER

? PHOTOGRAPH

LOCATIONS

SHEET #

REF # ON SHEET

TPO T.P.O ROOFING

GENERAL NOTES:

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS LISTED BY

THE "INDEX OF DRAWINGS".

2. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE ONLY TO THE

DRAWINGS OF ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE – REFER

TO THE "SHEET INDEX".

3. APPLICABLE PORTIONS OF THE CODES, REGULATIONS, AND STANDARDS LISTED HERE ARE

INCORPORATED BY REFERENCE INTO THE REQUIREMENTS OF THIS CONTRACT AND

ESTABLISH MINIMUM REQUIREMENTS WITH WHICH THE WORK MUST COMPLY.

THIS PROJECT AND ALL PARTS OF THE WORK ASSOCIATED WITH THE PROJECT -

INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH ALL

APPLICABLE GOVERNING RULES, CODES, REGULATIONS, ORDINANCES, AND LAWS OF ALL

FEDERAL, STATE, DISTRICT, TERRITORIAL, AND LOCAL GOVERNMENT AUTHORITIES HAVING

JURISDICTION OVER THE DESIGN, CONSTRUCTION, AND OCCUPANCY OF THE PROJECT,

WHETHER LISTED BY THE CONTRACT DOCUMENTS OR NOT.

NO PART OF THE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO REQUIRE NOR

PERMIT WORK CONTRARY TO AN APPLICABLE GOVERNING RULE, CODE, REGULATION,

ORDINANCE, OR LAW.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

5. SCHEDULE & COORDINATE CONSTRUCTION WORK HOURS TO ACCOMMODATE THE

OPERATION OF THE FACILITY.

6. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH,

WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE

SET OF DRAWINGS, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE "SHEET

INDEX". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE.

THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS ILLUSTRATE THE DESIGN INTENT. THE ARCHITECTURAL DRAWINGS

ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND LOCATION OF MANY, BUT

NOT ALL, EXPOSED ELEMENTS OF THE WORK. THE STRUCTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE

SUPPLEMENTARY TO THE ARCHITECTURAL WORKING DRAWINGS.

THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY

THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURER

INSTALLATION REQUIREMENTS. SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH

OTHER, BIDS SHALL BE BASED ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND

QUANTITY OF WORK INDICATED. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR

CLARIFICATION.

7. THE SPECIFICATIONS ARE INTENDED TO COMMUNICATE THE DETAILED PROPERTIES AND

QUALITY OF THE INDIVIDUAL MATERIALS, ASSEMBLIES, AND SYSTEMS THAT COMPRISE THE

WORK; THE FUNCTIONAL AND PERFORMANCE REQUIREMENTS FOR THE INDIVIDUAL PARTS

OF THE WORK; AND THE FABRICATION AND INSTALLATION REQUIREMENTS FOR INDIVIDUAL

PARTS OF THE WORK - THE SPECIFICATIONS TAKE PRECEDENCE OVER THE DRAWINGS

WITH RESPECT TO INFORMATION OF THIS NATURE.

8. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

A. ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT

OR ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE

MANUFACTURES AND/OR PRODUCTS, WHEN THIS OCCURS, THE PRODUCT OR

ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR

ASSEMBLY.

B. THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY THE

CONTRACTING OFFICER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO

ADDITIONAL EXPENSE TO THE GOVERNMENT) FOR ALL COORDINATION AND

REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME

FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF

DESIGN" SHOWN IN THE CONTRACT DOCUMENTS.

C. THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

VARY FROM THAT SHOWN BY THE DRAWINGS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF THE WORK OF THE TRADES,

SUBCONTRACTORS, AND MATERIAL SUPPLIERS

GENERAL NOTES CONTINUED:

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF

ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE

CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT

ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE

REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK

OF THAT PARTY.

CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, OR PATCHING

THAT MAY BE REQUIRED TO COMPLETE WORK OR TO MAKE ITS SEVERAL PARTS FIT

TOGETHER.

10. THE CONTRACTOR SHALL, IN ADVANCE OF THE WORK, PREPARE COORDINATION

DRAWINGS SHOWING THE LOCATION OF OPENINGS THROUGH SLABS, THE PIPE SLEEVES

AND HANGER INSERTS, AS WELL AS THE LOCATION AND ELEVATION OF UTILITY LINES,

INCLUDING, BUT NOT LIMITED TO, CONVEYOR SYSTEMS, PNEUMATIC TUBES, DUCTS, AND

CONDUITS AND PIPES TWO INCHES AND LARGER IN DIAMETER WITH THEIR SUPPORTS.

THESE DRAWINGS, INCLUDING PLANS, ELEVATIONS, AND SECTIONS AS APPROPRIATE,

SHALL CLEARLY SHOW THE MANNER IN WHICH THE UTILITIES FIT INTO THE AVAILABLE

SPACE AND RELATE TO EACH OTHER AND TO EXISTING BUILDING ELEMENTS. DRAWINGS

SHALL BE OF APPROPRIATE SCALE TO SATISFY THE PREVIOUSLY STATED PURPOSES, BUT

NOT SMALLER THAN 3/8” SCALE. DRAWINGS MAY BE COMPOSITE (WITH DISTINCTIVE

COLORS FOR THE VARIOUS TRADES) OR MAY BE SEPARATE BUT FULLY COORDINATED

DRAWINGS OF THE SAME SCALE. SEPARATE DRAWINGS SHALL BE ALIGNED TO DEPICT

IDENTICAL BUILDING AREAS OR SECTIONS AND SHALL BE CAPABLE OF BEING OVERLAID IN

ANY COMBINATION. THE SUBMITTED DRAWINGS FOR A GIVEN AREA OF THE PROJECT

SHALL SHOW THE WORK OF ALL TRADES THAT WILL BE INVOLVED IN THAT PARTICULAR

AREA. COMPLETE COMPOSITE DRAWINGS IN ELECTRONIC FORMAT SHALL BE RECEIVED BY

THE GOVERNMENT NOT LESS THAN 20 FEDERAL WORKING DAYS PRIOR TO THE

SCHEDULED START OF THE WORK IN THE AREA ILLUSTRATED BY THE DRAWINGS, FOR THE

PURPOSE OF SHOWING THE CONTRACTOR’S PLANNED METHODS OF INSTALLATION. THE

OBJECTIVES OF SUCH DRAWINGS ARE TO PROMOTE CAREFULLY PLANNED WORK

SEQUENCE AND PROPER TRADE COORDINATION, IN ORDER TO ASSURE THE EXPEDITIOUS

SOLUTIONS OF PROBLEMS AND THE INSTALLATION OF LINES AND EQUIPMENT AS

CONTEMPLATED BY THE CONTRACT DOCUMENTS WHILE AVOIDING OR MINIMIZING

ADDITIONAL COSTS TO THE CONTRACTOR AND TO THE GOVERNMENT. IN THE EVENT THE

CONTRACTOR, IN COORDINATING THE VARIOUS INSTALLATIONS AND IN PLANNING THE

METHOD OF INSTALLATION, FINDS A CONFLICT IN LOCATION OR ELEVATION OF ANY OF THE

UTILITIES WITH THEMSELVES, WITH STRUCTURAL ITEMS OR WITH OTHER CONSTRUCTION

ITEMS, THE GENERAL CONTRACTOR SHALL BRING THIS CONFLICT TO THE ATTENTION OF

THE CONTRACTING OFFICER IMMEDIATELY.

IN DOING SO, THE CONTRACTOR SHALL EXPLAIN THE PROPOSED METHOD OF SOLVING THE

PROBLEM OR SHALL REQUEST INSTRUCTIONS AS TO HOW TO PROCEED IF ADJUSTMENTS

BEYOND THOSE OF USUAL TRADES’ COORDINATION ARE NECESSARY. INSTALLATION OF

UTILITIES WORK WILL NOT PROCEED IN ANY AREA PRIOR TO THE SUBMISSION AND

COMPLETION OF THE GOVERNMENT REVIEW OF THE COORDINATION DRAWINGS FOR THAT

AREA, NOR IN ANY AREA IN WHICH CONFLICTS ARE DISCLOSED BY THE COORDINATION

DRAWINGS, UNTIL THE CONFLICTS HAVE BEEN CORRECTED TO THE SATISFACTION OF THE

CONTRACTING OFFICER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

SUBMIT THE REQUIRED DRAWINGS IN A TIMELY MANNER CONSISTENT WITH THE

REQUIREMENTS TO COMPLETE THE WORK COVERED BY THIS CONTRACT WITHIN THE

PRESCRIBED CONTRACT TIME.

11. THE ARCHITECT / ENGINEERS SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT

BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON

PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

12. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A

CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE

CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO

COORDINATE WITH ALL "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY

GOVERNMENT, WHICH ARE UNDER SEPARATE CONTRACT WITH THE GOVERNMENT.

13. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE

REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE GOVERNMENT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. THE

CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE GOVERNMENT AS

DEFECTIVE OR AS FAILING TO CONFORM TO THE CONTRACT DOCUMENTS WHETHER

OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR NOT

FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS OF

CORRECTING SUCH REJECTED WORK.

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

GI001

SHEET INDEX, APPLICABLE

STANDARDS & GENERAL NOTES

570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

APPLICABLE STANDARDS SHEET INDEX

PROJECT GENERAL NOTES

BLDG 0PC

GI100 BUILDING OPC ROOF REFERENCE PLAN

AD200 BUILDING OPC ROOF DEMOLITION PLAN

AE200 BUILDING OPC ROOF RENOVATION PLAN

AE500 BUILDING OPC EXTERIOR ELEVATIONS & WALL SECTIONS

S200 BUILDING OPC ROOF RENOVATION STRUCTURAL PLAN & DETAILS

BLDG 01

GI101 BUILDING 01 ROOF REFERENCE PLAN

GI101A BUILDING 01 LOBBY ROOF REFERENCE PLAN

GI101B BUILDING 01 UPPER ROOF - WEST REFERENCE PLAN

GI101C BUILDING 01 UPPER ROOF - EAST REFERENCE PLAN

GI101D BUILDING 01 PHARMACY ROOF REFERENCE PLAN

AD201A BUILDING 01 LOBBY ROOF DEMOLITION PLAN

AD201B BUILDING 01 UPPER ROOF - WEST DEMOLITION PLAN

AD201C BUILDING 01 UPPER ROOF - EAST DEMOLITION PLAN

AD201D BUILDING 01 PHARMACY ROOF DEMOLITION PLAN

AE201A BUILDING 01 LOBBY ROOF RENOVATION PLAN

AE201B BUILDING 01 UPPER ROOF - WEST RENOVATION PLAN

AE201C BUILDING 01 UPPER ROOF - EAST RENOVATION PLAN

AE201D BUILDING 01 PHARMACY ROOF RENOVATION PLAN

AE501A BUILDING 01 EXTERIOR ELEVATIONS

AE501B BUILDING 01 EXTERIOR ELEVATIONS

AE501C BUILDING 01 EXTERIOR ELEVATIONS & WALL SECTIONS

AE501D BUILDING 01 EXTERIOR ELEVATIONS & WALL SECTIONS

S201 BUILDING 01 UPPER ROOF RENOVATION STRUCTURAL PLAN

S201A BUILDING 01 LOBBY ROOF RENOVATION STRUCTURAL PLAN

S201B BUILDING 01 UPPER WEST ROOF RENOVATION STRUCTURAL PLAN

S201C BUILDING 01 UPPER EAST ROOF RENOVATION STRUCTURAL PLAN

S201D BUILDING 01 PHARMACY ROOF RENOV. STRUCTURAL PLAN & DETAILS

BLDG 02 & 22

GI102 BUILDINGS 02 & 22 ROOF REFERENCE PLAN

GI102A BUILDINGS 02 & 22 ROOF REFERENCE PHOTOS

AD202 BUILDING 02 & 22 ROOF DEMOLITION PLAN

AE202 BUILDING 02 & 22 ROOF RENOVATION PLAN

AE502 BUILDING 02 & 22 EXTERIOR ELEVATIONS

AE602 BUILDING 02 & 22 WALL SECTIONS

S202A BUILDING 02 ROOF RENOVATION STRUCTURAL PLAN & DETAILS

S202B BUILDING 22 ROOF RENOVATION STRUCTURAL PLAN & DETAILS

BLDG 03

GI103 BUILDING 03 ROOF REFERENCE PLAN

AD203 BUILDING 03 ROOF DEMOLITION PLAN

AE203 BUILDING 03 ROOF RENOVATION PLAN

AE503 BUILDING 03 EXTERIOR ELEVATIONS

S203 BUILDING 03 ROOF RENOVATION STRUCTURAL PLAN & DETAILS

BLDG 24

GI124A BUILDING 24 ROOF REFERENCE PLAN

GI124B BUILDING 24 ROOF REFERENCE PHOTOS

AD224A BUILDING 24 ROOF- NORTH DEMOLITION PLAN

AD224B BUILDING 24 ROOF - SOUTH DEMOLITION PLAN

AE224A BUILDING 24 ROOF - NORTH RENOVATION PLAN

AE224B BUILDING 24 ROOF - SOUTH RENOVATION PLAN

AE524A BUILDING 24 EXTERIOR ELEVATIONS

AE524B BUILDING 24 EXTERIOR ELEVATIONS

AE624A BUILDING 24 WALL SECTIONS

S224 BUILDING 24 ROOF OVERALL RENOVATION STRUCTURAL PLAN

S224A BUILDING 24 SOUTH ROOF RENOVATION STRUCTURAL PLANS & DETAILS

S224B BUILDING 24 NORTH & PENTHOUSE ROOF RENOVATION STRUCTURAL PLAN &

DETAILS

BLDG 28

GI128 BUILDING 28 ROOF REFERENCE PLAN

AD228 BUILDING 28 ROOF DEMOLITION PLAN

AE228 BUILDING 28 ROOF RENOVATION PLAN

S228 BUILDING 28 ROOF RENOVATION STRUCTURAL PLAN & DETAILS

BLDG 31

GI131 BUILDING 31 ROOF REFERENCE PLAN

GI131A BUILDING 31 ROOF - NORTH REFERENCE PLAN

GI131B BUILDING 31 ROOF - CENTER REFERENCE PLAN

GI131C BUILDING 31 ROOF - EAST REFERENCE PLAN

GI131D BUILDING 31 ROOF - SOUTH REFERENCE PLAN

AD231A BUILDING 31 ROOF - NORTH DEMOLITION PLAN

AD231B BUILDING 31 ROOF - CENTER DEMOLITION PLAN

AD231C BUILDING 31 ROOF - EAST DEMOLITION PLAN

AD231D BUILDING 31 ROOF - SOUTH DEMOLITION PLAN

AE231A BUILDING 31 ROOF - NORTH RENOVATION PLAN

AE231B BUILDING 31 ROOF - CENTER RENOVATION PLAN

AE231C BUILDING 31 ROOF - EAST RENOVATION PLAN

AE231D BUILDING 31 ROOF - SOUTH RENOVATION PLAN

AE531A BUILDING 31 EXTERIOR ELEVATIONS

AE531B BUILDING 31 EXTERIOR ELEVATIONS & WALL SECTIONS

S231 BUILDING 31 ROOF OVERALL RENOVATION STRUCTURAL PLAN

S231A BUILDING 31 NORTH & PENTHOUSE ROOF RENOVATION STRUCTURAL PLAN

S231B BUILDING 31 CENTRAL ROOF RENOVATION STRUCTURAL PLAN

S231C BUILDING 31 EAST ROOF RENOVATIONSTRUCTURAL PLAN

S231D BUILDING 31 SOUTH ROOF RENOVATION STRUCTURAL PLAN

BLDG 32

GI132 BUILDING 32 REFEERENCE PLAN

AD232 BUILDING 32 ROOF DEMOLITION PLAN

AE232 BUILDING 32 ROOF RENOVATION PLAN

AE532A BUILDING 32 EXTERIOR ELEVATIONS

AE532B BUILDING 32 EXTERIOR ELEVATIONS

S232A BUILDING 32 ROOF RENOVATION STRUCTURAL PLANS & DETAILS

S232B BUILDING 32 ROOF RENOVATION ADD'L STRUCTURAL PLANS & DETAILS

DETAILS

AE1000 TYPICAL DETAILS

AE1001 TYPICAL DETAILS

AE1002 TYPICAL DETAILS

GENERAL

GI000 COVER SHEET

GI001 SHEET INDEX, APPLICABLE STANDARDS & GENERAL NOTES

GI002 OVERALL REFERENCE SITE PLAN

S-000 STRUCTURAL SHEET INDEX, APPLICABLE STANDARDS, & GENERAL NOTES

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

BUS

B U S

BUS

MAIN

ENTRANCE

SIGN

V A

M O N U M E N T

S

IG

N

M O N U M E N T

S

IG

N

S P E E D

B U M P

S P E E D

B U M P

STAGING AREA

G E

N E

R A

T O

R

G E

N E

R A

T O

R

G E

N E

R A

T O

R

G E

N E

R A

T O

R

G E

N E

R A

T O

R

H Y

D R

O N

IC

S

U T

IL

IT

Y P

A D

U T

IL

IT

Y

V A

U L T

FUEL TANK #2FUEL TANK #1

TANK

O2

TANK

O2

TANK

DIESEL

TANK

DIESEL

CLINTON AVENUE

HARVARD AVENUE

N O

R T

H A

N G

U S

S T

R E

E T

MOTORCYCLES

YIELD

YIELD

P A R K

IN

G

L O T

HP

A R K

IN

G

L O T

H

PARKING LOT

APARKING LOT

B

P A R K

IN

G

L O T

C

PARKING LOT

E

P A R K

IN

G

L O T

F

PARKING LOT

G

PARKING LOT

D

DN

DN

N

BLDG 01

BLDG 34

(NO WORK)

BLDG 32

BLDG 02

B36

(NO

WORK)

BLDG 08 (NO WORK)

BLDG 28

BLDG 27

(NO WORK)

BLDG

OPC

BLDG 24

BLDG 03

BLDG 22

BLDG 31

BLDG 01

(NO WORK)

BLDG

22A

(NO

WORK)

BLDG

OPC

BLDG 25

(NO WORK)

BLDG 07 (NO WORK)

BLDG 04 (NO WORK)

GI100

GI103

GI102

GI128

GI101

GI124A

GI131

STAGING

AREA

BLDG 01

PHARMACY

GI132

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

GI002

OVERALL REFERENCE SITE PLAN 570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

1" = 40'-0"

Overall Site Plan

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

GENERAL NOTES, & ABBREVIATIONS

STRUCTURAL APPLICABLE STANDARDS,

S000

/2

1/

:0 6:

am

Te kl a St ru ct ur es

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

ATS

570-21-109

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

N/A 22042

Rev. Date Description

JMH

Structural Engineers and Builders GPLA, Inc.

1450 Veterans Blvd, Suite 300 Redwood City, CA 94063

1215 E Fort Ave, Suite 22 Baltimore, MD 21230

408-654-0475 | www.gplainc.com

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

11.22.2024 100% Construction Documents (Pharmacy & Bldg 32 Mod)

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

Ω

APPLICABLE STANDARDS:

GENERAL NOTES:GUARDRAIL FABRICATION & COMPONENTS:

STRUCTURAL GENERAL NOTES

1. These drawings must be used in conjunction with the architectural drawings on the project to clearly define all requirements for construction.

2. No contractor should attempt to bid or construct any portion of this project without consulting the project architectural drawings.

3. All existing conditions must be verified in field. Any discrepancies between the assumed and actual conditions shall be brought to the attention of the COR for proper review.

4. The project scope includes installation of fall protection features to multiple existing buildings on the VA Fresno Healthcare campus. Fall protection includes handrails, ladders, and tieback anchors.

1. Stainless Steel Guardrails:

a. Guardrails noted as stainless steel shall be shop fabricated to match field-verified geometry using

CJP welds at all railing-post connections. Welds shall be ground smooth to match architectural intent .

b. If splicing of the guardrails is required for transportation to site, fabricator shall submit splice details for review and approval by the SEOR.

c. The guardrail post bases attached to existing structure are intended to be installed separately, prior to roofing repair, waterproofing, and guardrail installation. It is recommended that these post bases be installed prior to guardrail fabrication to ensure that the post spacing within the guardrail assemblies matches the spacing of the field-installed post bases.

2. Galvanized Pipe Guardrails:

a. Galvanized pipe guardrails are intended to be delivered to site as loose pieces, cut to size either in the shop or on site, rather than as pre-assembled guardrail systems. Guardrail posts shown as welded to their base plates can be shop assembled to eliminate field-welding.

b. Rail to post connections are intended to be off-the-shelf pipe fittings that meet the requirements of ASTM A47-77-32510, unless noted otherwise on the drawings. The basis-of-design fittings are "KEE KLAMP" components manufactured by Kee Safety, Inc. The following fittings shall be used unless noted otherwise on the drawings.

Connection Type Component Description KEE KLAMP Fitting Top rail to post connections "Single Socket Tee" Type 10 or equivalent Mid rail to post connections "Two Socket Cross" Type 26 or equivalent Top rail splices "Straight Coupling" Type 14 Rail corner connections "90° Elbow" Type 15 Where noted on plan "Obtuse Angle Elbow" Type 55 Where noted on plan "Side Outlet 90° Elbow" Type 21

b. Top rails should be continuous across a minimum of two posts unless noted otherwise. Mid rails should be continuous between posts. Posts do not occur at guardrail corners except where noted on plan.

c. Where overhang (O.H.) dimensions are noted on plan, rails extend beyond the end post. Connect top and mid rails to each other using a vertical pipe and (2) "90° Elbow" fittings.

d. Where overhang (O.H.) dimensions are not noted on plan, top and mid rails stop at the end post.

Connect top rail to end post using a "90° Elbow" fitting. Connect mid rail to end post using a "Single Socket Tee" fitting.

STRUCTURAL STEEL:

1. Steel Sections:

Rolled wide-flange sections A992 Gr. 50 50 ksi Rolled channels & angles A36 36 ksi Rectangular HSS A500 Gr. C 50 ksi Round HSS A500 Gr. C 46 ksi Pipes A53 Gr. B 35 ksi Plates & bent plates A572 Gr. 50 50 ksi Stainless steel guardrail elements 304L 30.5 ksi

2. Structural steel has been designed in accordance with Load and Resistance Factor Design (LRFD) procedures as required by "AISC Manual of Steel Construction" and "AISC Specification for Structural Steel Buildings," 2016 edition. All beam shears, reactions, member forces, moments, etc. shown on these drawings correspond to factored (ultimate) loads.

3. Connection Design:

a. The SEOR intends to provide all steel connection designs. Connection designs have been included in the contract documents.

b. If a connection design is inadvertently omitted from contract documents, the contractor shall request specific written connection design from the COR.

c. Contractor deviations from connection designs shown on the contract documents will be rejected unless contractor submits complete structural calculations for approval. Calculations shall be sealed by a Professional Engineer registered in the state where the project is located.

d. Contractor deviations fabricated without written approval by the COR will be deemed a contractor design with total design responsibility remaining with the contractor.

4. Bolted Connections:

a. Minimum bolt diameter: 3/4" unless noted otherwise

b. Two bolts minimum per connected member.

c. Use fully tensioned F1852SC or F2280SC bolts for bracing, moment connections, cantilevers, tension members, roof panel connections, and at oversized or slotted holes where the force on the joint is not normal to the axis of the slot. Use F1852 or F2280 elsewhere.

d. Bolts in connections that are not slip critical, nor subject to tension, nor required to be fully tensioned bearing type connections need only be tightened to the snug tight condition. Snug tight condition is defined as the tightness that exists when all plies in a joint are in firm contact. This may be attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench.

e. A307 bolts may be used only where indicated.

f. Oversized and long slotted holes are permitted only where shown.

g. The standard bolt hole diameter is the bolt diameter + 1/16".

5. Welded Connections:

a. Electrodes: E70xx electrodes excluding E 70-T-4. When welding to stainless steel components, use stainless-steel compatible electrodes with F EXX = 70 ksi.

b. Fillet welds: AISC minimum but not less than 3/16", unless noted otherwise.

c. Groove welds: full penetration, unless noted otherwise.

d. Welds are continuous unless noted otherwise.

6. Galvanizing:

a. All structural steel members and plates are to be hot-dipped galvanized unless called out as stainless steel.

b. All bolts, nuts, and other hardware are to be galvanized.

c. Shop-weld assemblies prior to galvanizing when possible. If field welding must be done, use galvanizing repair paint. Submit product data to the COR for review.

7. Post-installed anchors:

a. Install products as shown in connection details with no deviations from manufacturer, item type, diameter, and embedment length. Anchors or threaded rods shall be either stainless steel or galvanized .

b. Adhere to manufacturer installation instructions in all circumstances. Verify anchor substrate in the field. Notify the COR where field conditions differ from those shown in the connection details or where field conditions are incompatible with the manufacturer's instructions .

2021 International Building Code (IBC)

2023 VA Seismic Design Requirements, H-18-8

2022 Minimum Design Loads and Associated Criteria for Buildings and Other Structures, American Society of Civil Engineers (ASCE/SEI 7-22), Provisions and Commentary

Steel Construction Manual, American Institute of Steel Construction (AISC), 15th Edition 2016 AISC Specification for Structural Steel Buildings (ANSI/AISC 360-16) 2014 RSCR Specification for Structural Joints Using High-Strength Bolts (AISC 348-14) 2016 AISC Code of Standard Practice for Steel Buildings and Bridges (ANSI/AISC 303-16)

Building Code Requirements for Reinforced Concrete, American Concrete Institute, and Commentary (ACI 318-19)

DESIGN CRITERIA:

1. Dead Loads:

Self-weight of existing building assemblies (parapet, roof, etc.)

Self-weight of new fall protection components (ladder, tieback anchorage, etc.)

2. Roof Live Loads:

20 psf reducible IBC Table 1607.1 & §1607.14.2

3. Fall Protection Design Criteria:

200-lb (unfactored) live load point load outward or downward applied at the top of guardrail

OSHA §1910.29(b)(3) & OSHA § 1926.502(b)(3) 150-lb (unfactored) live load point load outward or downward applied at midrails or posts

OSHA §1910.29(b)(5) & OSHA § 1926.502(b)(5) Anchorage capacity of 5000 lbs in any direction tieback anchors OSHA §1926.502(d)(15) Live load of 3000 lbs live load in any direction on tieback anchors OSHA §1926.502(e)(2)

(2) 250-lb point loads acting on a ladder concurrently OSHA §1926.1053(a)(1)(iii)

(1) 250-lb point load on any rung or portion of a ladder OSHA §1926.1053(a)(1)(iii)

4. Wind Load Parameters:

N/A. The fall protection live loads in item #3 above govern all design.

5. Seismic Parameters:

N/A. The fall protection live loads in item #3 above govern all design.

MISCELLANEOUS NOTES:

1. Means and methods of construction and erection of structural materials are solely the Contractor's responsibility.

2. The structure is designed to function as a unit upon completion of construction of the project and then, only to support the design loads indicated. The contractor is responsible for means, methods and sequence of construction and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required.

3. Where supported slabs are to be used for staging or temporary storage area the contractor shall verify that unit loads do not exceed the design loads for the supporting slabs.

4. No openings, or any change in size, dimension or location shall be made in any structural element without written approval of the COR.

5. Do not scale these drawings, use the dimensions shown.

6. No structural modifications, alterations, or repairs shall be made without prior review by COR. Submit details and calculations prepared by a professional engineer registered in state where project is located and employed by contractor.

APPLICABLE STANDARDS

N

GI100

EXISTING PARAPET 45"

@ ROOF EDGE

EXISTING PARAPET 45"

@ ROOF EDGE

EXISTING PARAPET 45"

@ ROOF EDGE

EXISTING PARAPET 6"

@ ROOF EDGE

GI100 2

BUILDING 01

(SEE GI101)

NOTE: AREA SHOWN FOR

REFRENCE ONLY, NO WORK

REQUIRED AT 45" PARAPET,

EXISTING GUARDRAIL MEETS FALL

PROTECTION REQUIRMENTS

AD200

1 1

AE200

EXISTING PARAPET 9"

@ ROOF EDGE

GI100

GI100 5

GI100

GI100

(E) ROOF DRAIN

(E) VENT

? PHOTOGRAPH LOCATIONS

ROOF LEGEND:

(E) PV PANEL

(E) MECHANICAL UNIT/ DUCT WORK (SIZE AND SHAPE

VARIES)

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

GI100

BUILDING OPC ROOF REFERENCE

PLAN

570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

KEY PLAN

N

1 1/2" = 1'-0"

Building OPC - Main Roof

OPC

1/8" = 1'-0"

Building OPC Roof (Existing)

45" PARAPET

9" PARAPET w/ BALLAST ROOFING OVER ASPHALT

UPPER ROOF ACCESS LADDER

1 1/2" = 1'-0"

Building OPC - Walkway

6" PARAPET WITH METAL COPING

MESH BIRD SCREEN

1 1/2" = 1'-0"

Building OPC - Penthouse 2

1 1/2" = 1'-0"

Building OPC - Penthouse 1

1 1/2" = 1'-0"

Building OPC - Penthouse 3 1 1/2" = 1'-0"

Building OPC - Penthouse 4

ROOF ACCESS

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

OPEN TO BELOW

104104

104104

F

R O

M B

E A

M

149 149

BUILDING 01

ROOF BELOW

BUILDING 01

THIRD

FLOOR

INTERIOR

BUILDING OPC

LOWER ROOF

(NO WORK)

N

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

AD200

BUILDING OPC ROOF DEMOLITION

PLAN

570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

1/4" = 1'-0"

OPC - Penthouse Roof Plan (Demolition)

N

Key Notes

104 (E) BALLASTED BUILT-UP ASPHALT ROOFING OVER

CONCRETE METAL DECK.

106 (E) COPING TO REMAIN (PROTECT IN PLACE).

108 (E) ROOF DRAIN TO REMAIN (PROTECT IN PLACE).

113 (E) ROOF ACCESS LADDER TO REMAIN (PROTECT IN

PLACE).

135 (E) SOLAR COLLECTOR PANELS TO REMAIN (PROTECT IN

PLACE).

148 ROOF ACCESS THROUGH EXTERIOR WINDOW.

149 REMOVE (E) SECTION OF ROOFING AS NEEDED TO PREP

AREA FOR INSTALLATION OF NEW WORK (REFER TO

RENOVATION PLANS).

KEY PLAN

OPC

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

AE500 3

AE500

AE5004

AE500

OPEN TO BELOW

BUILDING OPC

LOWER ROOF

(NO WORK)

T Y

P

AE1000

BUILDING 01

THIRD

FLOOR

INTERIOR

BUILDING 01

ROOF BELOW

AE500

AE500

AE500

AE500

AE500

210206 206 206206

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

AE200

BUILDING OPC ROOF RENOVATION

PLAN

570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

KEY PLAN

OPC

1/4" = 1'-0"

OPC - Penthouse Roof Plan (Renovation)

N

Key Notes 201 (N) 1-1/2" DIAMETER GALVANIZED PIPE RAIL w/ POSTS AT

6'-0" O.C.; CENTER SPACING ON WALL & PROVIDE (1) POST

WITHIN 24" OF EACH CORNER.

206 INSTALL 18" HIGH TIE-BACK ANCHOR w/ FIXED 'D' RING

(PROBEL: PBE73-00A4) TO BE ANCHORED THROUGH THE

EXISTING ROOF DECK (REFER TO STRUCTURAL). PATCH &

REPAIR EXISTING ROOFING TO MATCH MANUFACTURER'S

REQUIREMENTS AND INSTALL FLASHING.

210 PATCH & REPAIR ROOF MEMBRANE ASSEMBLY PER

MANUFACTURER'S REQUIREMENTS AT GUARDRAIL

ANCHORS, REPLACE PARAPET CANT STRIPS AS NEEDED /

APPLICABLE (REFER TO TYPICAL DETAILS).

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

AE500

T.O. ROOF

LEVEL 1

AE500

T.O. ROOF

LEVEL 1

TYP.

AE500

T.O. ROOF

LEVEL 1

T.O. ROOF

LEVEL 1

AE500

AE1001

F R

O M

T .O

R

O O

F

1’−2"

CL

REFER TO 2/S200 FOR

CORRESPONDING DETAIL

AE1001

F R

O M

T .O

R

O O

F

1’−2"

CL

REFER TO 3/S200 FOR

CORRESPONDING DETAIL

TERMINATION SEALANT @

PERIMETER

(E) ROOFING MEMBRANE

o/ RIGID INSULATION PER SCHEDULE o/ ROOF DECKING

REFER TO STRUCTURAL FOR

WELD CONNECTION

REQUIREMENTS

PRE-MANUFACTURED TIE

BACK ASSEMBLY

CLAMPED FLASHING

REFER TO 4/S200 FOR

CORRESPONDING DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

AA/RF

AE500

BUILDING OPC EXTERIOR ELEVATIONS

& WALL SECTIONS

570-21-109

SMc

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

N/A

22042

3/16" = 1'-0"

Building OPC - South Elevation

3/16" = 1'-0"

Building OPC - East Elevation

3/16" = 1'-0"

Building OPC - North Elevation

3/16" = 1'-0"

Building OPC - West Elevation

Building OPC

1 1/2" = 1'-0"

OPC Penthouse Guardrail @ Perpendicular Deck

Key Notes

113 (E) ROOF ACCESS LADDER TO REMAIN (PROTECT IN

PLACE).

201 (N) 1-1/2" DIAMETER GALVANIZED PIPE RAIL w/ POSTS AT

6'-0" O.C.; CENTER SPACING ON WALL & PROVIDE (1) POST

WITHIN 24" OF EACH CORNER.

603 STRUCTURAL BASE PLATE w/ RAIL POST (REFER TO

STRUCTURAL).

606 UNDER DECK STEEL SUPPORT (REFER TO STRUCTURAL).

609 1-1/2" DIA. GALVANIZED PIPE POST CONNECTED TO BASE

PLATE (REFER TO STRUCTURAL).

612 1-1/2" DIA. GALVANIZED PIPE RAIL CONNNECTED TO POST

(REFER TO STRUCTURAL).

620 (E) ROOF MEMBRANE.

1 1/2" = 1'-0"

OPC Penthouse Guardrail @ Parallel Deck

OPC

3" = 1'-0"

Tie-Back Anchor @ OPC Building

Rev. Date Description

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

Te kl a St ru ct ur es

STRUCTURAL PLAN & DETAILS

BUILDING OPC ROOF RENOVATION

S200

/2

1/

:2 4:

pm

OPC

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

INSTALL FALL PROTECTION

ATS

570-21-109

JMH

VA Central California Healthcare System 2615 E Clinton Ave, Fresno, CA 93703

N/A 22042

Rev. Date Description

KEY PLAN

Structural Engineers and Builders GPLA, Inc.

1450 Veterans Blvd, Suite 300 Redwood City, CA 94063

1215 E Fort Ave, Suite 22 Baltimore, MD 21230

408-654-0475 | www.gplainc.com

10.13.2022 35% Schematic Design

05.24.2023 65% Design Development

08.04.2023 95% Construction Documents

04.03.2024 100% Construction Documents

10.29.2024 95% Construction Documents (Pharmacy & Bldg 32 Mod)

11.22.2024 100% Construction Documents (Pharmacy & Bldg 32 Mod)

11/22/2024

100% CONSTRUCTION

DOCUMENTS (PHARMACY

& BLDG 32 MOD)

OPC - PENTHOUSE ROOF PLAN

SCALE = 1:641

OPC PH ROOF GUARDRAIL

CONN, DECK PERPENDICULAR

SCALE = 1:122

SECTION VIEW

SCALE = 1:122A

OPC CONNECTOR TIEBACK ANCHOR CONN

TO (E) BM W/ DECK PERPENDICULAR TO BM

SCALE = 1:124

OPC PH ROOF GUARDRAIL

CONN, DECK PARALLEL

SCALE = 1:123

D

54 6

E

C

B

A

7 8

O.H. CONFLICT W/ (E) FRAMING BELOW

N O

M

IN

AL

H

EI

G

H T

DETAILS.

CONNECTION DETAILS IF ROOF CONDITIONS ARE NOT COMPATIBLE WITH THE INTENDED CONNECTION BACKING PRIOR TO TIEBACK ANCHOR INSTALLATION. CONTACT THE COR FOR REVISED SPACING OR CENTERED BETWEEN EXISTING ROOF JOISTS. CONTRACTOR TO VERIFY JOIST LOCATIONS AND INSTALL LOCATIONS MAY BE ADJUSTED UP TO 12" IN ANY DIRECTION TO ENSURE TIEBACK CONNECTIONS ARE

7. WHERE TIEBACK ANCHORS SHOWN ATTACH TO EXISTING CFS ROOF CONSTRUCTION, TIEBACK

COMPATIBLE WITH THE INTENDED CONNECTION DETAILS.

CONTACT THE COR FOR REVISED SPACING OR CONNECTION DETAILS IF PARAPET CONDITIONS ARE NOT LOCATIONS AND WORKABLE PARAPET HEIGHT ABOVE EXISTING ROOF PRIOR TO STEEL FABRICATION.

CONNECTION PLATES ATTACH TO THE EXISTING METAL STUDS. CONTRACTOR TO VERIFY STUD

& POST CORNER DIMENSIONS MAY BE ADJUSTED UP TO 12" IN EITHER DIRECTION TO ENSURE

6. WHERE GUARDRAILS SHOWN ATTACH TO EXISTING CFS PARAPET CONDITIONS, GUARDRAIL OVERHANG

THE INTENDED CONNECTION DETAILS.

FOR REVISED SPACING OR CONNECTION DETAILS IF PARAPET CONDITIONS ARE NOT COMPATIBLE WITH WORKABLE PARAPET HEIGHT ABOVE EXISTING ROOF PRIOR TO STEEL FABRICATION. CONTACT THE COR CENTERED IN GROUTED CELLS OF EXISTING CMU. CONTRACTOR TO VERIFY PRECISE CMU LAYOUT AND DIMENSIONS MAY BE ADJUSTED UP TO 6" IN EITHER DIRECTION TO ENSURE ANCHORS ARE INSTALLED

5. WHERE GUARDRAILS SHOWN ATTACH TO EXISTING CMU, GUARDRAIL OVERHANG & POST CORNER

CONNECTION DETAILS.

SPACING OR CONNECTION DETAILS IF ROOF CONDITIONS ARE NOT COMPATIBLE WITH THE INTENDED PRIOR TO DEMOLITION OF ANY ROOFING OR WATERPROOFING ABOVE. CONTACT THE COR FOR REVISED PROPOSED CONNECTION LOCATIONS DO NOT CONFLICT WITH EXISTING FRAMING BELOW THE ROOF DECK

4. WHERE GUARDRAILS SHOWN REQUIRE ROOF PENETRATION, CONTRACTOR TO VERIFY THAT THE

3. FULL BUILDING EXTENTS NOT SHOWN. SEE ARCHITECTURAL SHEETS FOR AREAS OF WORK.

CONDITIONS DIFFER FROM THOSE SHOWN ON THIS PLAN AND ANY REFERENCED DETAILS.

2. ALL EXISTING CONDITIONS SHOWN MUST BE VERIFIED IN FIELD. NOTIFY THE COR WHERE FIELD

APPLICABILITY OF THE DESIGN INTENT SHOWN.

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AS RELATED TO THIS SCOPE OF WORK TO VERIFY

1. EXISTING STRUCTURE AWAY FROM POINTS OF ATTACHMENT IS SHOWN SCHEMATICALLY ONLY.

NOTES:

1'-6"

CONTRACTOR TO VERIFY DESIRED POST SPACING WILL NOT INTERFERE W/ (E) BMS BELOW PRIOR TO STEEL FABRICATION

S200

ON PLAN PRIOR TO STEEL FABRICATION.

SHOWN TO INTERSECT (N) GUARDRAIL

PLACEMENT OF ALL BEAMS & GIRDERS

CONTRACTOR TO VERIFY PRECISE

(E) STL ROOF BEAMS & GIRDERS, TYP;

1' -6

1'-6"

(E) 10" CONC WALL

S200

G U

AR

D

R

AI

L

PO

ST

S

E

Q S

PA

C

IN

G

; 6 '-0

" M

IN

T O

0'

-0 " M

AX

1' -0

ON PLAN PRIOR TO STEEL FABRICATION.

SHOWN TO INTERSECT (N) GUARDRAIL

PLACEMENT OF ALL BEAMS & GIRDERS

CONTRACTOR TO VERIFY PRECISE

(E) STL ROOF BEAMS & GIRDERS, TYP;

PRIOR TO STEEL FABRICATION

TO VERIFY SIZE & LOCATION

(E) ROOF LADDER, CONTRACTOR

(E) ROOFTOP SOLAR PANELS NOT SHOWN

TYP

ROOF ALONG FULL PERIMETER

(N) GUARDRAIL AT PENTHOUSE

5'-2"±, V.I.F.

ANCHOR, TYP. (4) LOCATIONS

PRE-MANUFACTURED TIEBACK

(E) W18X35 V.I.F.

(E) W12X16 V.I.F.

S200

TYP

EA TIEBACK LOCATION

(N) BM BRACING, TYP

18'-0"±, V.I.F.

GUARDRAIL POSTS @ EQ SPACING; 6'-0" MIN TO 10'-0" MAX

S200

(E) W18X35 V.I.F.

1'-6"

1' -6

(E) W12X22 V.I.F.

(E) W18X35 V.I.F.

(E) W18X35 V.I.F. (E) W18X35 V.I.F.

(E )W

X2

V.

I.F

(E )W

X2

V.

I.F

(E )W

X1

V.

I.F

(E) W18X35 V.I.F.

(E )W

X2

V.

I.F

(E )W

X1

V.

I.F

(E) W8X15 V.I.F.

(E) W12X22 V.I.F.

U.N.O.

TYP

SIM

PRIOR TO STEEL FABRICATION.

CONTRACTOR TO VERIFY IN FIELD

OVER 112/ " 18 GA. METAL DECK;

112/ " LWC OVER 112/ " INSULATION

PRIOR TO STEEL FABRICATION.

CONTRACTOR TO VERIFY IN FIELD

OVER 112/ " 20 GA. METAL DECK;

112/ " LWC OVER 112/ " INSULATION

GUARDRAIL POSTS @ EQ SPACING; 6'-0" MIN TO 10'-0" MAX

C O

N

TR

AC

TO

R T

O V

ER

IF

Y D

ES

IR

ED

P

O

ST

S

PA

C

IN

G W

IL

L

N O

T

IN

TE

R

FE

R

E W

E)

B M

S

BE

LO

W

P R

IO

R

T O

S

TE

EL

F

AB

R

IC

AT

IO

N

19'-0"±, V.I.F.

INTERFERE W/ (E) BMS BELOW PRIOR TO STEEL FABRICATION

CONTRACTOR TO VERIFY DESIRED POST SPACING WILL NOT

NO POST AT CORNERS, TYP.

IN

TE

R

FE

R E

W

E) B

M S

BE

LO

W P

R

IO

R T

O S

TE

EL

F

AB

R

IC

AT

IO

N C

O N

TR

AC

TO

R

T O

V

ER

IF

Y

D

ES

IR

ED

P O

ST

S

PA

C

IN

G

W

IL

L N

O T

1'-6"

'-0

, V

.I.

F.

10"

'-0

, V

.I.

F.

'-0

, V

.I.

F.

'-0

, V

.I.

F.

26'-0"±, V.I.F.28'-0"±, V.I.F.

1' -6

G

U

AR

D R

AI

L

PO

ST

S

E Q

S

PA

C

IN

G ; 6

'-0 " M

IN

T

O

0' -0

" M

AX

1' -6

1'-6"(2) EQ SPACES, PROVIDED NO

9'-0"11'-0"

( 4 ) 12/ " A307

14/

1'-2"

PL38/ "X10" X 1'-2" BASE PLATE

2- L4X4X14/ X 1'-3"

SPREADER_ANGLE

(E) ROOF ASSEMBLY

(E) PERIMETER BEAM

112/ "

CORRESPONDING DETAIL.

REFER TO 6/AE500 FOR

SEE SHEET NOTE 5.

ASSEMBLY

PARAPET

(E) WALL &

2A S200

512/ "512/ "112/ "

112/ "

IS BEARING ON (3) FLUTES MINIMUM.

AND ADJUST PLACEMENT SO THAT THERE

PROVIDE LONG-SLOTTED HOLES IN L4X4

BEARING

5"5"

1" MIN

112/ "7"

TYP EA L4X4

L4X4X5 16/ FRONT SIDE OF STIFFENERS

L4X4X516/ BACK SIDE OF STIFFENERS

2" MIN OVERLAP

12/

TIEBACK ANCHOR

POST TO (E) STL BM

POST (ALL SHADED ELEMENTS)

PRE-MANUFACTURED TIEBACK

(E) BEAM PER PLAN

SEE NOTE 2

(E) BEAM PER PLAN

SEE NOTE 214/

TYP (3) SIDES

EA END EA L4X4

TO STIFFENER

516/

TYP (3) SIDES

EA STIFFENER

REFER TO 8/AE500 FOR CORRESPONDING DETAIL.

AT SIM: DECK SPANS OTHER WAY.

OF DEMOLITION AT EA TIEBACK ANCHOR LOCATION.

TO MINIMIZE AS MUCH AS POSSIBLE THE EXTENTS

TOP OF STEEL BM AS SHOWN HERE. CONTRACTOR

LOCALLY REMOVE (E) ROOF ASSEMBLY TO ACCESS

1' -3

" M

AX

( 4 ) 12/ " A307 W/ SPACING IN

OTHER DIRECTION PER DET 2A/S200

ASSEMBLY

PARAPET

(E) WALL &

CORRESPONDING DETAIL.

REFER TO 7/AE500 FOR

SEE SHEET NOTE 5.

112/ "

(E) ROOF ASSEMBLY

1'-0" MIN

14/

1" MIN

PL38/ "X10" X 1'-4" BASE PLATE

(E) PERIMETER BEAM

PL12/ "X10" X 2'-4" MIN LOWER PLATE

THERE IS BEARING ON (5) FLUTES MINIMUM.

PLATE & ADJUST PLACEMENT SO THAT

PROVIDE LONG-SLOTTED HOLES IN LOWER

BEARING

112/ "

1'-2"

612/ "612/ "

HR

FAN ROOM

RA02

ELEVATOR

MACHINE RM

RA01

ELEVATED PENTHOUSE

RB01

FAN ROOM

RB02

EXISTING PARAPET 18"

@ ROOF EDGE

GI101A

GI101D

GI101B

1 1

AD201B

AE201B

AD201A

AE201A

GI101C

1 1

AD201C

AE201C

AD201D

AE201D

(FOR REFERENCE ONLY; NO WORK REQUIRED; EXISTING

GUARDRAIL MEETS FALL PROTECTION REQUIREMENTS)

132132