Structural Drawing.pdf

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HATCHED AREA NOT

IN SCOPE OF WORK

PATIENT LIFT SYSTEM TRACK.

SHOWN FOR REFERENCE

ONLY. REFER TO 2/SF101 FOR

ATTACHMENT.

EXISTING WIDE

FLANGE JOISTS, TYP.

INDICATES FLOOR DRAIN

PENETRATION THROUGH EXISTING

SLAB. COORDINATE FINAL LOCATIONS

W/ ARCHITECHURAL PLANS. DRAINS

SHOULD BE INSTALLED PARALELL TO

FLOOR DECK, TYP.

(1) 5/8" Ø BOLT

L3x3x1/4 VERTICAL

STEEL ANGLE

L3x3x1/4 x 0'-6" LONG. DRILL &

EPOXY INTO EXISTING CONCRETE

DECK W/ (2) 1/2" Ø ANCHORS W/

2-3/4" EFFECTIVE EMBEDMENT, TYP.

@ BRACE & VERTICAL SUPPORT

ATTACHMENTS. SEE NOTES BELOW

FOR ANCHOR & EPOXY TYPE.

(1) 5/8" Ø BOLT

PROVIDE L3x3x1/4 x 0'-6" LONG MIN.

FOR ATTACHMENT TO TRACK CLIP.

ADJUST ANGLE LENGTH AS NEEDED

FOR ATTACHMENT PER

MANUFACTURER REQUIREMENTS

LIFT SYSTEM TRACK CLAMP &

TRACK CONNECTION BY

OTHERS

L3x3x1/4 STEEL

BRACE ANGLE

LIFT SYSTEM CONTROL BOX

BY OTHERS

V .I

.F

/2

V

.I .F

EXISTING CONCRETE

TOPPING OVER METAL

ROOF DECK

CEILING FINISH

NOTE:

1. PLACE SUPPORTS SHOWN IN THIS DETAIL EVERY 3' - 0" OF TRACK

LENGTH & AT ALL TRACK BENDS & CORNERS.

2. EPOXY ANCHORS TO BE HILTI HAS-V-36 (ASTM F1554 Gr. 36)

3. EPOXY SHALL BE HILTI HY-200+, INSTALLED IN ACCORDANCE W/

MANUFACTURER'S RECCOMENDATIONS, U.N.O.

4. PROVIDE ANGLE BRACES ALTERNATING IN THE TWO ORTHOGANAL

DIRECTIONS @ EACH VERTICAL LEG.

EQ EQ

1/2"

E Q

E Q

/2

E Q

E Q

1/4

LEVEL 5

1160.91

9'-0" A.F.F.

1154.91

IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY EMBEDDED

UTILITIES & REINFORCING LOCATIONS

PRIOR TO DRILLING TO AVOID DAMAGING

/4

PROVIDE BRACING @

TRACK ENDS & AT

EVERY 3' - 0" OF

TRACK LENGTH

LIFT SYSTEM TRACK

LAYOUT BY OTHERS

ALTERNATE BRACE

DIRECTION. PROVIDE @

MIN. (3) BRACES IN EACH

ORTHOGONAL DIRECTION

DIAGONAL BRACE

ANGLE, TYP.

PROVIDE BRACING @

ALL TRACK BENDS,

TYP.

O .C

M

A X

CONFIRM BRACING MAXIMUM

SPACING REQUIREMENTS W/

FIELD CONDITIONS &

MANUFACTURER SPECIFICATIONS

NEW DRAIN PENETRATION IN

EXISTING FLOOR. ENSURE

DRAIN IS INSTALLED

PARALLEL TO DECK FRAMING

METAL DECK RIB

PLAN VIEW

ELEVATION VIEW

EXISTING CONCRETE DECK

NEW DRAIN PENETRATION IN

EXISTING FLOOR. ENSURE

DRAIN IS INSTALLED

PARALLEL TO DECK FRAMING

EXISTING CONCRETE DECK

METAL DECK RIB

DESIGN/BUILD

o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

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Drawing Title Project Title

CheckedBuilding Number Drawn

Corporate Office:

766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778

Fax: 251.990.3716

Date

Project No.

Drawing No.

Location

FINAL DESIGN - FOR CONSTRUCTION

V e te ra n s

A ff a ir s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

/3

/2

:2 :2

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M

Sheet of

SF101

PATIENT LIFT SYSTEM

SUPPORT PLAN

RENOVATE FOR PATIENT

PRIVACY - ZONE J

VAMC SALEM, VIRGINIA

658-18-101

02/21/2018

TJM TJM

1/8" = 1'-0"

PATIENT LIFT SYSTEM SUPPORT PLAN

3/4" = 1'-0"

PATIENT LIFT SYSTEM TRACK ATTACHMENT

DESIGN CRITERIA

1. REFERENCE CODE

a. UFC 3 301 01 "STRUCTURAL DESIGN"

b. 2015 INTERNATIONAL BUILDING CODE

2. BUILDING DESIGN LOADS

a. LIVE LOAD INFORMATION

1. FLOOR LOADS & FUTURER FLOORS: 100 PSF

2. MECHANICAL/ELECTRICAL: 150 PSF

3. FLOOR CONCENTRATED LOADS: 2000 lbs./2.5 SQ. FT.

4. ROOF LIVE LOAD: 20 PSF

b. DEAD LOAD INFORMATION

1. FLOOR DEAD LOAD: WEIGHT OF MATERIALS

2. ROOF DEAD LOAD: WEIGHT OF MATERIALS

c. EQUIPMENT & LIFT LOADS:

1. BASED ON THE MANUFACTURERS DATA OR AS INTERPRETED BY THE

IBC.

d. RISK CATEGORY: IV

e. SEISMIC DESIGN INFORMATION

1. SEISMIC IMPORTANCE FACTOR (Ie) = 1.5

2. SEISMIC DESIGN CATEGORY = C

3. 0.2 SECOND SPECTRAL RESPONSE ACCELERATION (SS) = 0.216

4. 1 SECOND SPECTRAL RESPONSE ACCELERATION (S1) = 0.124

5. 0.2 SECOND DESIGN SPECTRAL RESPONSE ACCELERATION (SDS) = 0.21

6. 1 SECOND DESIGN SPECTRAL RESPONSE ACCELERATION (SD1) = 0.103

7. SITE CLASS = C

8. SEISMIC FORCE RESISTING SYSTEM: NOT AFFECTED BY LIFT

EQUIPMENT

GENERAL

1. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL ITEMS NECESSARY TO COMPLETE

THE STRUCTURE. FOR ITEMS, METHODS, AND/OR MATERIALS NOT SHOWN, THE

MINIMUM REQUIREMENTS OF THE REFERENCE CODE SHALL GOVERN. ALL WORK AND

CONSTRUCTION SHALL COMPLY WITH ALL OTHER APPLICABLE BUILDING CODES,

REGULATIONS, AND SAFETY REQUIREMENTS.

2. THROUGHOUT THESE DRAWINGS, THE TERM ENGINEER REFERS TO THE ENGINEER OF

RECORD FOR THIS PROJECT. OTHER ENGINEERING DISCIPLINES WILL BE EXPLICITLY

DESCRIBED. THE TERM ARCHITECT REFERS TO THE ARCHITECT OF RECORD FOR THIS

PROJECT.

3. METHODS, MEANS, AND MATERIALS ARE EXPLICITLY CALLED OUT IN THESE NOTES.

ANY DEVIATION OR PROPOSED CHANGE IS TO BE COMMUNICATED IMMEDIATELY TO

THE ENGINEER. NO DEVIATION OR CHANGE IS ACCEPTABLE WITHOUT WRITTEN

APPROVAL BY THE VETERANS AFFAIRS.

4. IT SHALL BE THE CONTRACTOR’S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE

ADEQUATE SHORING, BRACING, AND FORMWORK, ETC. AS REQUIRED FOR THE

PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE BUILDING.

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DURING

CONSTRUCTION SHALL BE MAINTAINED PER ASCE STANDARD NO. 37-02 "DESIGN

LOADS ON STRUCTURES DURING CONSTRUCTION".

5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS WITH THE

ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS BEFORE

PREPARING SHOP DRAWINGS, FABRICATION, OR CONSTRUCTION. SEE

ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR SIZE AND

LOCATIONS OF PIPES, SLEEVES, PITS, VENTS, DUCTS, ROOF OPENINGS, TRENCHES,

EQUIPMENT PADS, MISCELLANEOUS IRON, AND/OR ANY DETAILS NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

6. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL

DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE

VETERANS AFFAIRS PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION

CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT

DOCUMENT OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE

CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER,

ARCHITECT, OR ENGINEER

7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES, SPECIFICATIONS, AND TYPICAL DETAILS. WHERE NO NOTE OR DETAIL IS GIVEN,

CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

8. ALL CONTRACTOR DESIGNED ELEMENTS SHALL BE DESIGNED BY A LICENSED

PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE FACILITY IS

LOCATED. CONTRACTOR SHALL SUBMIT CALCULATIONS CERTIFYING THAT ELEMENTS

ARE DESIGNED FOR THE UNFACTORED LOADS STATED.

9. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE

REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ENGINEER.

10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING SIZE, METHOD OF

ANCHORAGE, AND WEIGHT OF ALL EQUIPMENT THAT IS TO BE SUPPORTED BY THE

STRUCTURE FOR REVIEW BY THE ENGINEER. THIS IS TO DETERMINE ADEQUACY OF

THE STRUCTURE PRIOR TO ORDERING.

11. SHOP DRAWINGS AND SUBMITTALS:

A. AT A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER.

1. MATERIAL CERTIFICATES FOR STRUCTURAL STEEL

2. PRODUCT SUBMITTAL FOR EPOXY ANCHORS

3. STRUCTURAL PRODUCT DATA SUBMITTALS

4. ADDITIONAL SUBMITTALS MAY BE REQUIRED IN THE STATEMENT OF

SPECIAL INSPECTIONS AND SPECIFICATIONS.

12. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR

REVIEW PRIOR TO FABRICATION. ALL CONTRACTOR SHOP DRAWINGS SHALL BE

REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL AND STAMPED

"APPROVED BY CONTRACTOR". THE ENGINEER'S REVIEW IS INTENDED TO REVIEW FOR

CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE

RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE

CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE

THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY

RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF

SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC.

REPRODUCTIONS OF CONTRACT DOCUMENTS SHALL NOT BE USED TO PREPARE

SHOP DRAWINGS. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED

"CONTRACTOR APPROVED".

13. WHERE A PROPRIETARY MANUFACTURER IS STATED, A PRODUCT THAT PROVIDES THE

EQUIVELANT OR BETTER PERFORMANCE MAY BE USED PROVIDED IT MEETS

NECESSARY APPROVAL CODES.

STRUCTURAL STEEL

1. ALL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC STEEL

CONSTRUCTION MANUAL. WELDING SHALL CONFORM TO THE LATEST AWS AND AISC

SPECIFICATIONS.

2. WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BEST PRACTICE AND WITHIN THE

TOLERANCES SPECIFIED IN THE AISC SPECIFICATION FOR STRUCTURAL STEEL.

3. IT IS SPECIFICALLY NOTED THAT BURNED HOLES ARE NOT ACCEPTABLE UNLESS

SPECIAL PERMISSION IS GIVEN BY ENGINEER.

4. ALL SHOP FABRICATED WORK SHALL BE DONE IN A SHOP APPROVED BY THE

GOVERNING AGENCY. FABRICATOR SHALL SUBMIT PROGRAM OF WELDING

INSPECTION TO ENGINEER FOR APPROVAL.

5. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

a. CONNECTION PL AND MISC STEEL ASTM A36

b. ANGLE ASTM A36

c. THREADED ROD ASTM A36

6. ALL HIGH STRENGTH BOLTS SHALL BE ASTM A325-N TYPE UNLESS OTHERWISE NOTED.

7. ALL BOLTS USED FOR ERECTION SHALL BE ASTM A325 TYPE WITH THREADS

EXCLUDED FROM SHEAR PLANES.

8. ALL PLAIN ANCHORS SHALL BE A36. ALL ANCHOR BOLTS SHALL COMPLY WITH ASTM

F1554. 3" MINIMUM CONCRETE COVER WILL BE PLACED AROUND ALL ANCHOR BOLTS

EXPOSED TO WEATHER, UNLESS OTHERWISE NOTED.

9. SUBMIT CONTRACTOR SHOP DRAWINGS STAMPED "APPROVED BY CONTRACTOR" FOR

THE FABRICATION AND ERECTION OF ALL ASSEMBLIES OF STRUCTURAL STEEL WORK.

INCLUDE PLANS AND ELEVATIONS AT NOT LESS THAN 1/8" TO 1'-0" SCALE AND INCLUDE

DETAILS OF SECTIONS AT NOT LESS THAN 1" TO 1'-0" SCALE.

10. NO FINISH FABRICATION SHALL BE COMMENCED, OR MATERIAL DELIVERED TO THE

JOB UNTIL THE VETERANS AFFAIRS HAS REVIEWED AND APPROVED THE SHOP

DRAWINGS.

11. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF ZINC

CHROMATE PRIMER OR EQUAL. AFTER ERECTION, FIELD CONNECTIONS SHALL BE

TOUCHED UP. DO NOT PAINT PORTION OF STEEL TO BE EMBEDDED IN CONCRETE,

HEADED ANCHOR STUDS, FRAYING SURFACES, OR AREAS TO RECEIVE FIRE

PROOFING. EXPOSED STEEL MEMBERS ARE SPECIFIED TO BE HOT-DIPPED

GALVANIZED OR STAINLESS STEEL.

1/2" = 1'-0"

TYPICAL TRACK ATTACHMENT PLAN VIEW

Revisions: Date:

3/4" = 1'-0"

FLOOR DRAIN PENETRATION