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SOCCCD RFQ&P 363D

South Orange County Community College District

RFQ&P No. 367D

Professional Audio-Visual Design and Integration/Implementation Services

Addendum No. One (1)

April 24, 2019

__________________________________ Nick Newkirk Purchasing and Contracts Manager Note: All documents remain unchanged except section or parts added to, revised, deleted and/or clarified by this Addendum. This Addendum consists of the following:

1. The language in the Electronic And Information Technologies (IT) Section of the Instructions, Information and General Conditions on page 11 of the RFQ&P shall be replaced in its entirety as follows:

ELECTRONIC AND INFORMATION TECHNOLOGIES (IT)

The Proposer hereby warrants that the goods or services to be provided to the District comply with the accessibility requirements of Section 508 of the Rehabilitation Act of 1973, as amended (29 US.C. S794d), and its implementing regulations set forth at Title 36, Code of Federal Regulations, Part 194. The Proposer agrees to promptly respond to and resolve any complaint regarding accessibility of its products or services. Proposer further agrees to indemnify and hold harmless the District from any claim arising out of its failure to comply with the aforesaid requirements. Failure to comply with these requirements shall constitute a breach and be grounds for termination of this order or agreement. Proposer is responsible for following all Federal and California accessibility laws set forth under Sec 508 of the Rehabilitation Act of 1973, passed in 2000 and updated in 2017 and California Government Code Section 7405. All materials and Information and Communication Technology (ICT) produced or provided by the Proposer, as part of this contract must meet the standards set forth under these laws. These requirements include, but are not limited to, closed captioning of all videos or portions of videos; all presentations; training materials; curriculum; computers; and all other ICT as defined under the law, must be created and delivered in a manner where they meet accessible requirements. All websites developed and maintained must be accessible, built to the most current and highest Web Content Accessibility Guidelines (WCAG), and be delivered with documentation allowing the District to certify it as accessible and in compliance with California Government Code Sections 7405 and 11135. Proposer is responsible for all claims and expenses borne by the District, which arise out of the work under this contract, found to be non-compliant with Federal and California Laws. These costs include but are not limited to legal costs, court costs, and costs for remediation of work produced.

SOCCCD RFQ&P 363D

2. PROPOSAL FORM H - IT Accessibility Standards and Compliance Requirements has been added to

the RFQ&P through this Addendum as a required document. Proposal Form H is attached to this Addendum.

3. APPENDIX N – Projector Mount Drawings and Specifications is attached to this Addendum. The original RFQ&P stated that the Appendix N would be issued in an Addendum.

4. APPENDIX O – Submission Checklist has been revised to reflect the addition of Proposal Form H –

IT Accessibility Standards and Compliance Requirements. The revised Appendix Form O is attached to this Addendum.

SOUTH ORANGE COUNTY COMMUNITY COLLEGE DISTRICT RFQ&P No. 367D Professional Audio-Visual Design and Integration/Implementation Services

PROPOSAL FORM H

IT ACCESSIBILITY STANDARDS AND COMPLIANCE REQUIREMENTS

For Web-Based Products/Services being purchased in this RFP, Firm must demonstrate compliance with the following standard: WCAG 2.0 level AA for products/services with web or Internet access. Firm shall provide detailed information to the below questions along with the necessary demonstrations as required about the accessibility of the proposed IT products or services.

1. For services to develop web-related products, include a description of how each of the WCAG 2.0 level AA standard/requirement will be implemented.

2. For each area of noncompliance, describe any planned remediation roadmaps, including timelines and steps that will be taken to achieve full compliance, as well as interim workarounds to enable access by individuals with disabilities.

3. Provide your Firm’s policy or commitment statement regarding electronic accessibility.

4. Who in your Firm is responsible for the electronic accessibility policy and compliance (provide contact information)?

5. Do you have an accessibility function or team responsible for technical development? Describe its role in your organization.

6. How does your company achieve compliance with IT accessibility standards?

7. Describe the testing protocols you use to assess the accessibility of your product/service.

8. Can you provide live or pre-recorded demonstrations of the accessibility of your product?

9. How do you assure that you keep your product current with changing legal requirements and accessibility best practices?

10. If needed and when requested, Frim must provide evaluation products for additional District validation testing.

Demonstration and Tests

RFP Finalists should be required to provide demonstrations during the Site Visit for Product Demonstration or any other venue to support their statements about the accessibility of their products or services.

At a minimum, the Firm should show how blind or low-vision users would access the product using a screen reader. The supplier also may be asked to include members of other disabled communities to demonstrate different types of accessibility compliance.

For the IT Products being purchased in this RFP, Firm must demonstrate compliance with the

following standard: Section 508 of the Rehabilitation Act for telecommunications products;

SOUTH ORANGE COUNTY COMMUNITY COLLEGE DISTRICT RFQ&P No. 367D Professional Audio-Visual Design and Integration/Implementation Services

video and multi-media products; self-contained, closed products; and desktop and portable

computers.

Firm shall provide detailed information to the below questions and must include a response to applicable sections of the Voluntary Product Accessibility Template (VPAT) in order to describe product compliance with Section 508 of the Rehabilitation Act. Information about the VPAT is available from the Information Technology Industry Council.

1. Provide your firm’s policy or commitment statement regarding electronic accessibility.

2. Who in your company is responsible for the electronic accessibility policy and compliance (provide contact information)?

3. Do you have an accessibility function or team responsible for technical development? Describe its role in your organization.

4. How does your company achieve compliance with IT accessibility standards?

5. Describe the testing protocols you use to assess the accessibility of your product/service.

6. Can you provide live or pre-recorded demonstrations of the accessibility of your product?

7. How do you assure that you keep your product current with changing legal requirements and accessibility best practices?

Demonstration and Tests

RFP Finalists should be required to provide demonstrations during the Site Visit for Product Demonstration or any other venue to support their statements about the accessibility of their products or services.

At a minimum, the Firm should show how blind or low-vision users would access the product using a screen reader. The supplier also may be asked to include members of other disabled communities to demonstrate different types of accessibility compliance.

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LAKE FOREST

MISSION VIEJOLAGUNA WOODSALISO VIEJO

LAGUNA HILLS

ALISO VIEJO

LAGUNA NIGUEL

RANCHO SANTA MARGARITA

LADERA RANCH

73

SAN JUAN CAPISTRANO

LAGUNA BEACH

CRYSTAL COVE

1

133

SAN JOAQUIN HILLS

1

SITE LOCATION

C HILL PARTNERSHIP INC. 2015

SHEET NUMBER

SHEET TITLE

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY

AND COPYRIGHT OF THE ARCHITECT AND SHALL NOT BE USED

ON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED

ON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE

ARCHITECT.

PROJECT IDENTIFICATION

CHECKED BY

THESE DRAWINGS ORIGINALLY CREATED IN AUTODESK REVIT V. 2015

DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

-

-

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42".

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TITLE SHEET

G1.0

Project Number

SADDLEBACK COLLEGE

PROJECTOR REPLACEMENTS

28000 MARGUERITE PARKWAY

MISSION VIEJO, CA 92692

BID SET

42 REFER TO DETAILS ON SHEET A9.61 FOR ALL FIRE RATED WALL PENETRATION (DUCT, PIPE CONDUIT PENETRATIONS)

43 DISSIMILAR METALS: SEPARATE DISSIMILAR METALS WITH BITUMINOUS PAINT, OR A SUITABLE SEALANT, OR A NON-ABSORPTIVE PLASTICOR ELASTOMERIC TAPE, OR A GASKET BETWEEN THE SURFACES. DO NOT USE COATING CONTAINING LEAD.

44 PROTECTION: WHEREVER ALUMINUM IS IN CONTACT WITH CONCRETE, APPLY BITUMINOUS PAINT OR BY SUCH OTHER ISOLATIONAPPROVED IN ADVANCE BY THE ARCHITECT.

45 CONTRACTOR TO CHECK AND VERIFY SIZE AND LOCATION OF DUCTS, PLUMBING RUNS AND MECHANICAL EQUIPMENT WITHMECHANICAL AND PLUMBING CONTRACTORS BEFORE CONSTRUCTING WALLS, FLOOR, CEILINGS, CABINETS, EQUIPMENT BASES, ETC.

46 CONTRACTOR TO CHECK, VERIFY SIZES AND COORDINATE THE LOCATION AND PATH OF MECHANICAL DUCT WORK, ELECTRICAL,LOW VOLTAGE A/V CONDUITS AND FIRE PROTECTION SYSTEM PIPING. OVERCOME ANY CONFLICT BETWEEN THE LAYOUTS OF THESESYSTEMS THAT MAY RISE DUE TO FIELD CONDITIONS AND PROVIDE THE NECESSARY CHANGES WITHOUT COMPROMISING THEEFFICIENCY AND THE INTEGRITY OF THESE SYSTEMS.

47 FOR INTERIOR FINISH MATERIALS AND COLORS REFER TO FINISH AND COLOR SCHEDULES. THE FLAME SPREAD RATING OF INTERIORFINISHES SHALL NOT EXCEED "75." FINISH MATERIAL SHALL BE APPROVED BY THE STATE FIRE MARSHAL, OR BUILDING OFFICIAL WITHAGENCY HAVING JURISDICTION PRIOR TO INSTALLATION.

48 PENETRATION OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS711 AND 712.

49 WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CFC TABLE 803.3.

50 SUSPENDED CEILINGS SHALL COMPLY WITH ASTM C 635, SECTION 1616A.1.20 2013 CBC FOR HIGH SEISMIC AREAS, IR 25-1, IR 25-2.13,AND IR 25-3.13

51 NO CUTTING, CHIPPING OR OTHER MODIFICATION OF STRUCTURE IS ALLOWED EXCEPT AS SHOWN OR BY WRITTEN DECISION OFARCHITECT.

52 CONSUMPTION OF ALCOHOLIC BEVERAGES OR USE OF CONTROLLED SUBSTANCES IS PROHIBITED ON DISTRICT PROPERTY. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR ENFORCING THIS PROHIBITION FOR EMPLOYEES, SUBCONTRACTORS AND THEIREMPLOYEES, OR OTHER PERSONS RELATED TO THE PROJECT THROUGH OR BY THE CONTRACTOR.

53 AT NO TIME DURING CONSTRUCTION AND UNDER THIS CONTRACT SHALL THE CONTRACTOR PLACE, OR CAUSE TO BE PLACED, ANYMATERIALS AND/OR EQUIPMENT, ETC., AT A LOCATION THAT WOULD IMPEDE OR IMPAIR ACCESS TO OR FROM THE PRESENTFACILITIES, WITHOUT PRIOR CLIENT APPROVAL.

54 THE CONTRACTOR SHALL EXERCISE MAXIMUM DUST AND NOISE CONTROL DURING CONSTRUCTION HOURS, AND MUST COMPLYFULLY WITH CLIENT CONSTRUCTION GUIDELINES.

55 THE WORK AREA SHALL BE CLEANED AND ALL CONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE DISPOSED OF BY THECONTRACTOR AT A LEGAL DUMP. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL LEAVE THE WORK AREA AND SITECLEAN AND IN THE SAME CONDITION AS PRIOR TO THE CONSTRUCTION OF THIS PROJECT.

56 CONTRACTOR SHALL MAKE SITE VISITS AND SURVEY EXISTING CONDITIONS DURING BID PERIOD.

57 CONTRACTOR SHALL SUBMIT THE FINAL COMPACTION REPORT(S) AND SOILS ENGINEER'S INSPECTION REPORT TO THE INSPECTOR OFRECORD PRIOR TO FOUNDATION INSPECTION BY IOR AND STRUCTURAL ENGINEER AND PRIOR TO POURING ANY CONCRETE.

58 WHERE WORK IMPACTS TURF AND PLANTED AREAS IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL LANDSCAPING ANDRETURN THE AREA TO ITS ORIGINAL CONDITION.

59 COMPENSATION INSURANCE MUST BE ON FILE BEFORE A PERMIT CAN BE ISSUED.

60 A CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY PERMIT IS REQUIRED FOR EXCAVATION FIVE OR MORE FEET IN DEPTH AND FORTHE DEMOLITION OR CONSTRUCTION OF BUILDINGS OVER 36 FEET IN HEIGHT.

61 UPON CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL FURNISH MANUFACTURER'S SAFETY DATA LITERATURE (MSDS) FORALL HAZARDOUS MATERIALS BROUGHT ON SITE TO PERFORM THE WORK UNDER THIS CONTRACT. WARRANTIES AND GUARANTEESSHALL ALSO BE INCLUDED WITH THIS SUBMITTAL.

62 CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR CHANGE ORDER SIGNED BYARCHITECT AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

63 A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER, AND THEDIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR AREDEFINED IN SECTION 4-342, PART1, TITLE 24, CCR. CLASS 1 INSPECTOR.

64 ALL WORK SHALL CONFORM TO 2013 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR).

21 DETAILS MARKED TYPICAL ON DRAWINGS ARE INTENDED FOR TYPICAL CONDITIONS ON THE ENTIRE PROJECT AND ARE APPLICABLETO APPLY WHERE SIMILAR CONDITIONS OCCUR.

22 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER.

23 DUE TO THE DIFFICULTY OF ANTICIPATING EVERY UNSATISFACTORY CONDITION THAT MIGHT BE FOUND IN EXISTING CONSTRUCTIONWHERE ALTERATION, REHABILITATION OR RECONSTRUCTION WORK IS PROPOSED, THE FOLLOWING CLAUSE OR ONE OF SIMILARMEANING SHALL BE INCLUDED IN ALL SPECIFICATIONS FOR ALTERATION, REHABILITATION OR RECONSTRUCTION PROJECTS: "THEINTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS

TO BE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BYTHE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE-24, C.C.R., A CHANGE ORDER DETAILINGAND SPECIFYING THE REQUIRED WORK WILL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT, THE SCHOOL DISTRICT, AND DSA

BEFORE PROCEEDING WITH THE WORK.

24 THE ARCHITECT OR ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ACTION TAKEN BY ANYONE ON THE PROJECT IF THAT PERSON ISKNOWLEDGEABLE OF ANY DISCREPANCIES, OMISSIONS OR AMBIGUITY IN THE DRAWINGS OR SPECIFICATIONS UNTIL THE ARCHITECTOR ENGINEER HAS BEEN NOTIFIED, HAS CORRECTED THE DISCREPANCY, OR MORE CLEARLY EXPLAINED THE INTENT OF THEDRAWINGS OR SPECIFICATIONS.

25 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER FOR REVIEW ANDAPPROVAL. NO FABRICATION, ERECTION, OR INSTALLATION OF MATERIALS SHALL BE STARTED WITHOUT WRITTEN APPROVAL FROMTHE ARCHITECT.

26 THE CONTRACTOR SHALL COOPERATE WITH ALL OTHER CONTRACTORS WHO MAY BE PERFORMING WORK ON BEHALF OF THE CLIENTAND WORKMEN WHO MAY BE EMPLOYED BY THE CLIENT ON ANY WORK IN THE VICINITY OF THE WORK TO BE DONE UNDER THISCONTRACT; AND THE CONTRACTOR SHALL CONDUCT HIS/HER OPERATIONS AS TO INTERFERE TO THE LEAST POSSIBLE EXTENT WITH THEWORK OF OTHER SUCH CONTRACTORS OR WORKMEN.

27 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., DURING DEMOLITION ANDCONSTRUCTION, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.

28 PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SECURE THE AREA SO THAT NO UNAUTHORIZED PERSONNEL ORCHILDREN SHALL GAIN ACCESS TO THE PROJECT AREA OR PROJECT STAGING AREAS.

29 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING(S) FROM WEATHER DAMAGE DURINGCONSTRUCTION. ALL DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE CLIENT AND PAID FOR BY THE CONTRACTOR.

30 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SECURING HIS/HER EQUIPMENT, SUPPLIES, TOOLS, ETC.

31 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TOPROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT IN CONJUNCTION WITHTHE EXECUTION OF THIS WORK. ANY DAMAGE TO UTILITIES SHALL BE REPORTED TO THE CONSTRUCTION MANAGER AND CENTRALPLANT OPERATIONS IMMEDIATELY.

32 THE CONTRACTOR SHALL SAFEGUARD THE OWNERS PROPERTY DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGEDPROPERTY OF THE OWNER TO ORIGINAL CONDITION OR BETTER.

33 THE CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEWUNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS.

34 CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHER UNITS IN RECESSED CABINETS AS SPECIFIED BY LOCAL AUTHORITY HAVINGJURISDICTION. LOCATION AND TYPE OF UNIT WILL BE DETERMINED BY LOCAL AUTHORITY HAVING JURISDICTION. THE MAXIMUMFLOOR TRAVEL DISTANCE SHALL NOT EXCEED 75 FT. TO THE NEAREST EXTINGUISHER FROM ANY POINT IN THE BUILDING WITHOUTNEEDING TO GO UP OR DOWN STAIRS.

35 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISHED SURFACES CLEAN AT THE COMPLETION OF THE WORK ANDSHALL REMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY WHENEVER POSSIBLE, PREVIOUS TRENCH CUTS SHALLBE USED TO MINIMIZE PAVEMENT CUTS.

36 WORKMANSHIP SHALL BE OF THE HIGHER QUALITY AND NOT LESS THAN THE MINIMUM STANDARDS AS EXPECTED OF THE APPLICABLETRADE OR PROFESSION, COMPLETELY FINISHED, SAFE, NEAT THROUGHOUT AND PERFORMED BY COMPETENT AND EXPERIENCEDWORKMEN. CONSTANT SUPERVISION OF WORK BY CONTRACTOR SHALL BE MAINTAINED.

37 ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS FREE.

38 NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBCTABLES 307.1(1) AND 307.1(2)

39 CONTRACTOR'S ACCESS SHALL BE APPROVED BY CLIENT, INCLUDING MATERIAL STORAGE AND VEHICLE PARKING. CONTRACTORSHALL LIMIT STORAGE AND PARKING TO THE DESIGNATED AREAS.

40 ITEMS OF A MECHANICAL OR ELECTRICAL NATURE MAY NOT NECESSARILY APPEAR ON THE ARCHITECTURAL DRAWINGS. SEE THEAPPROPRIATE DRAWINGS FOR ITEMS OF THIS NATURE.

41 FOR ALL WALL MOUNTED AND SEMI-RECESS MOUNTED EQUIPMENT, WHITE BOARDS, ACCESSORIES, CABINETS, HANDRAILS,MECHANICAL/ELECTRICAL EQUIPMENT, DOOR STOPS, SIGNAGE, MAGNETIC DOOR HOLD-OPEN DEVICES, ETC. PROVIDE ANDINSTALL SOLID BLOCKING PER DETAIL B/S6.01 AND 9/S6.02

1 ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA PLUMBINGCODE, CALIFORNIA ELECTRICAL CODE, THE NFPA FIRE CODE, THE AMERICANS WITH DISABLITIES ACT (ADA), CALIFORNIA TITLE 24PARTS 1-5, AND/OR APPLICABLE GOVERNING ORDINANCES UNLESS NOTED OTHERWISE AND SHALL BE THE RESPONSIBILITY OFANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPENCY OR

CONFLICT OF THE CODE AND THE DRAWING.

2 ALL CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND STANDARDS.

3 CONSTRUCTION MANAGER WILL BE RESPONSIBLE FOR THE ASSIGNMENT OF ALL WORK SHOWN IN THESE DRAWINGS ANDSPECIFICATIONS TO PRIME CONTRACTORS (HEREINAFTER REFERRED TO INTERCHANGEABLY AS "CONTRACTOR OR CONTRACTORS")UNLESS SPECIFICALLY NOTED OTHERWISE.

4 THESE DRAWINGS, WHEN USED WITH THE PROJECT SPECIFICATIONS, SHALL CONSTITUTE THE SUM OF THE CONTRACT DOCUMENTS.CONTRACTOR SHALL REFERENCE ALL DRAWINGS AND SPECIFICATIONS CONCURRENTLY. DRAWINGS AND SPECIFICATIONS ARECOMPLEMENTARY AS REFERRED TO IN THE GENERAL CONDITIONS OF THE PROJECT SPECIFICATIONS.

5 CONTRACTOR SHALL NOT BREAK SETS. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, WHAT IS REQUIRED BY ANY ONE SHALLBE AS BINDING AS IF REQUIRED BY ALL.

6 DISCREPANCIES IN THE CONTRACT DOCUMENTS; IN THE EVENT OF ERROR, OMISSION, AMBIGUITY, OR CONFLICT WITHIN THEDRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL BRING THE MATTER TO THE ARCHITECT'S ATTENTION IN A TIMELYMANNER, FOR ARCHITECT'S AND OWNER'S DETERMINATION AND DIRECTION IN ACCORDANCE WITH PROVISIONS OF THE GENERALCONDITIONS. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL NOT BE ALLOWED AS A BASIS FOR CHANGE ORDERS.

7 ALL UNDERGROUND FIRE SPRINKLER PIPING WORK AND ADJACENT SYSTEMS SHALL BE IN ACCORDANCE WITH FIRE SPRINKLER PIPINGINSPECTION CHECKLIST PER NFPA 24 (LATEST EDITION).

8 CONSTRUCTION DIMENSIONS INDICATED ARE BASED ON RECORD DRAWINGS AND GENERAL FIELD OBSERVATION. CONTRACTORSHALL VERIFY ALL DIMENSIONS IN FIELD (REPORT ANY INCONSISTENCIES IMMEDIATELY TO THE ARCHITECT PRIOR TO CONSTRUCTION)AND MAKE ALLOWANCES / TOLERANCES FOR ADJOINING / LAPPING MATERIALS PRIOR TO FABRICATION. CONFIRM WITH ARCHITECTFOR SIGNIFICANT DIFFERENCES.

9 DISTRICT RECORD DRAWINGS ARE AVAILABLE FOR REVIEW. ARCHITECT AND DISTRICT MAKE NO WARRANTIES AS TO THE SUITABILITYOF RECORD DRAWINGS OR ANY PARTICULAR PURPOSE. NO WORK SHOWN ON RECORD DRAWINGS IS INCLUDED IN THE WORK OFTHIS CONTRACT.

10 DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. CORRECTEDDRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF SAID WORK.

11 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, THEY DO NOTINDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELYRESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THESITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES

OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANYSUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROMCONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE

ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO DURING OR AFTERCOMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND INACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS. BUT THEY DO NOT GUARANTEE CONTRACTOR'SPERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

12 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK.

13 WRITTEN DIMENSIONS SHALL BE USED FOR LAY-OUT. DO NOT SCALE DRAWINGS.

14 ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF CONCRETE OR MASONRY, FACE OF FINISH WHERE NOTED, AND CENTERLINE OFCOLUMNS, UNLESS NOTED OTHERWISE. ALL DIMENSIONS NOTED AS "CLEAR" SHALL BE TO FACE OF FINISH. ALL DOOR OPENINGS AREOFFSET 4" FROM THE INSIDE CORNER U.O.N.

15 REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL ORDRAWINGS.

16 THE CONTRACTOR SHALL PROVIDE COORDINATION BETWEEN ALL SUBCONTRACTORS AND TRADES.

17 THE DRAWINGS INDICATE THE END RESULT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE JOB SITE PRIOR TO BIDSUBMITTAL TO DETERMINE ANY PROBLEMS HE WILL HAVE IN PERFORMING THE WORK. THE BID SHALL INCLUDE THE COST OF THERESOLUTION OF ALL PROBLEMS.

18 ANY CONDITIONS NOT COVERED BY THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY THECONTRACTOR OR DISTRICT PRIOR TO BIDDING.

19 PROVIDE ACCESSIBLE FACILITIES IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(ADA). NOTIFY IOR FOR RULING ON CONFLICT BETWEEN REGULATIONS.

20 THESE DRAWINGS WERE PREPARED IN A MANNER CONSISTENT WITH EXISTING PROFESSIONAL STANDARDS AND WITH THEUNDERSTANDING THAT THESE DRAWINGS WOULD BE USED SOLELY BY QUALIFIED AND EXPERIENCED CONTRACTORS AND/OR DESIGNPROFESSIONALS FOR USE IN THE CONSTRUCTION OF THIS SPECIFIC PROJECT ONLY. THE DETAILS INDICATED ON THESE PLANSREPRESENT GENERAL TYPICAL DETAILS REQUIRED FOR COMMUNICATING THIS PROJECT'S DESIGN INTENT TO SUCH AND MAY NOT

INCLUDE ALL THE DETAILS NECESSARY FOR THE FINAL COMPLETION OF THIS PROJECT.

APRIL 19,2019

SADDLEBACK COLLEGE

CLIENT

28000 MARGUERITE PARKWAYMISSION VIEJO, CA, 92692

CONTACT: TEL:

T.O.P. TOP OF PARAPET

T.O.R. TOP OF ROOF

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.S. TUBE STEEL

T.V. TELEVISION OUTLET

TEL. TELEPHONE

TH. THRESHOLD

THD. THREADED

THK. THICK

THRU THROUGH

TRANS. TRANSFORMER

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

UR. URINAL

V.I.F. VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

W.B. WHITEBOARD

W.H. WATER HEATER

W.I. WROUGHT IRON

W.S.P. WET STAND PIPE

W.S. WINDOW SHADE

W/C WATER CLOSET

W/O WITHOUT

WCT WAINSCOT

WD. WOOD

WT. WEIGHT

W/ WITH

YD. YARD

REF REFRIGERATOR

REINF. REINFORCED

REQ'D REQUIRED

RESIL. RESILIENT

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RM ROOM

S.C. SOLID CORE

S.C.D. SEAT COVER DISPENSER

S.D. SOAP DISPENSER

S.F. SQUARE FEET

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SD. SMOKE DETECTOR

SECT. SECTION

SHR. SHOWER

SHT'G. SHEATHING

SIM. SIMILAR

SL. SLOPE

SLDG. SLIDING

SPECS SPECIFICATIONS

SPKR. SPEAKER

SQ. IN. SQUARE INCHES

STC SOUND TRANSMISSION CLASS

STL. STEEL

STOR. STORAGE

STRL. STRUCTURAL

SUSP. SUSPENDED

SYM SYMMETRICAL

SYS. SYSTEM

T.B. TACKBOARD

T & G TONGUE AND GROOVE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

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N.T.S. NOT TO SCALE

NO. NUMBER

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O.C. ON CENTER

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O.I. ORNAMENTAL IRON

O/ OVER

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

P. LAM. PLASTIC LAMINATE

P.I.P. POURED IN PLACE

P.L. PROPERTY LINE

P.P. PIPE PENETRATION

P.T.D. PAPER TOWEL DISPENSER

PERF. PERFORATED

PERP. PERPENDICULAR

PH PANIC HARDWARE

PHS PHASE

PLAST. PLASTER

PLUMB. PLUMBING

PLYWD. PLYWOOD

PORC. PORCELAIN

PREFAB. PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTN. PARTITION

PVC POLY-VINYL CHLORIDE

Q.T. QUARRY TILE

QTY. QUANTITY

R. RISER

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

R.H. ROBE HOOK

R.O. ROUGH OPENING

RAD. RADIUS

HVAC HEATING, VENTILATING, AND AIRCONDITIONING"

HW HOT WATER

I.D. INSIDE DIAMETER

INCL. "INCLUDE, INCLUSIVE"

INSUL. INSULATION

INT. INTERIOR

IOR INSPECTOR OF RECORD

JAN. JANITOR

JST. JOIST

KIT. KITCHEN

L.R. LIVING ROOM

LAM LAMINATE

LAV LAVATORY

LT. LIGHT

LTG. LIGHTING

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

M.O. MASONRY OPENING

MAS. MASONRY

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MFG. MANUFACTURING

MFR. MANUFACTURER

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MTL. METAL

M.D. METAL DECK

MUL MULLION

(N) NEW

N.G. NATURAL GRADE

N.I.C. NOT IN CONTRACT

EXIST., (E) EXISTING

EXT. EXTERIOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

F.O. FACE OF

F.O.B. FACE OF BLOCK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUDS

F.R.P. FIBERGLASS REINFORCED PANEL

FA FIRE ALARM

FAB. FABRICATE

FD FLOOR DRAIN

FDN. FOUNDATION

FHC FIRE HOSE CABINET

FIN. FINISH

FL FLOOR

FLG. FLOORING

FLUOR. FLUORESCENT

G.I. GALVANIZED IRON

GA. GAUGE

GALV. GALVANIZED

GAR. GARAGE

GB. GRAB BAR

GL GLASS

GLB GLUE LAMINATED BEAM

GYP. BD. GYPSUM BOARD

GYP. GYPSUM

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HDBD. HARDBOARD

HDW. HARDWARE

HGT. HEIGHT

HOR. HORIZONTAL

CLG. CEILING

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

CORR. CORRIDOR

CTR. CENTER

CTSK. COUNTERSUNK

D. DEEP, DEPTH

D.F. DRINKING FOUNTAIN

D.S. DOWN SPOUT

D.S.P. DRY STANDPIPE

D/W DISHWASHER

DBL. DOUBLE

DEMO DEMOLITION

DEPT. DEPARTMENT

DET. DETAIL

DIA. ( ) DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DN DOWN

DR. DOOR

E.A. EXPANSION ANCHOR

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

EA. EACH

EL ELEVATION

ELECT. "ELECTRIC, ELECTRICAL"

ELEV. ELEVATOR

EQ. EQUAL

EQUIP. EQUIPMENT

EST. ESTIMATE

EWC ELECTRIC DRINKING WATER COOLER

A.B. ANCHOR BOLT

A.C. ASPHALT CONCRETE

A.D. AREA DRAIN

A/C AIR CONDITIONING

ABS. ABSOLUTE

ABV. ABOVE

ACC ACCESSIBLE

ACOU. ACOUSTIC

A.C.T. ACOUSTIC TILE CEILING

ADJ. ADJUSTABLE

ADJA. ADJACENT

A.F.F. ABOVE FINISHED FLOOR

AGGR. AGGREGATE

AHU AIR HANDLER UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD. ANODIZED

APL ASSUMED PROPERTY LINE

ARCH. ARCHITECTURAL

ASPH. ASPHALT

AVG. AVERAGE

B.M. BEAM

B.O. BOTTOM OF

B.U.R. BUILT-UP ROOFING

B.O.D. BASIS OF DESIGN

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

C. B. CATCH BASIN

C. BD. CHALKBOARD

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

C.O. CLEAN OUT

C.T. CERAMIC TILE

CAB CABINET

CEM CEMENT

CER. CERAMIC

CL CENTERLINE

GENERAL NOTES

ABBREVIATION

SADDLEBACK COLLEGE

PROJECTOR REPLACEMENT

PROJECT DIRECTORY

HPI ArchitectureARCHITECT

115 22ND STREETNEWPORT BEACH, CA, 92663

CONTACT: Julia JonesTEL: (949) 675-9442

MHP Structural EngineerSTRUCTURAL ENGINEER

115 22ND STREETNEWPORT BEACH, CA. 92663

CONTACT: Kenneth O'DellTEL: (949) 675-9442

SITE MAP

PROJECT DESCRIPTION

THE REPLACEMENT OF PROJECTOR AT VARIOUS BUILDINGS THROUGHOUT THE CAMPUS OF SADDLEBACK COLLEGE

SHEET INDEX

Sheet Number Sheet Name

00 - GENERAL

G1.0 TITLE SHEET

03 - ARCHITECTURAL

A1.01 SITE PLAN - PROJECTOR SCHEDULE

A1.02 PROJECTOR DETAILS

SHEET INDEX

AUDIO VISUAL CONSULTANT

BID SET04-19-19

04 - STRUCTURALS1.0 STRUCTURAL NOTES & ABBREVIATIONSS2.0 SECTIONS AND DETAILS

Appendix N: Projector Mount Drawings and Specifications

"RO" REPRESENTATIVE OFFICES

BUILDING

A# 49618

CLOSED & CERTIFIED

"SM" SCIENCE & MATH

BLDG

A# 40326, 85086

A# 04-035086,

04-047184

CLOSED & CERTIFIED

"CE" COMMUNITY ED.

A# 44650

CLOSED & CERTIFIED

P.E.-600

A#55735, A# 04-103402

CLOSED & CERTIFIED

MARGUERITE PARKWAY

AVERY PARKWAY

PARKING LOT 11 AND 12

A# 40396 CLOSED & CERTIFIED

PARKING LOT 9

A# 04-112947

CLOSED & CERTIFIED

PARKING LOT 13

A# 04-112947

CLOSED & CERTIFIED

PARKING LOT 10

A# 04-112947

CLOSED & CERTIFIED

LRC/LIBRARY

A# 34021, 04-109129

A# 04-112953

CLOSED & CERTIFIED

"BGS" BUSINESS GEN. STUDIES

A# 45229, 04-101216

A# 04-109930, 04-113643

CLOSED & CERTIFIED

"FMO" FACILITIES & MAINTENANCE

A# 04-112459

CLOSED & CERTIFIED

"FA" FINE ARTS COMPLEX

A# 38629, 04-108672,

04-114167, 04-110694,

A# 04-113907

CLOSED & CERTIFIED

"TAS" TECHNOLOGY & APPLIED

SCIENCE

A# 50609, 04-113915

CLOSED & CERTIFIED

PARKING

LOT 14

"GRNHS" HORTICULTURE

GREENHOUSE

PARKING

LOT 5A

PARKING

LOT 5

POOL

A# 40803, 04-109366

CLOSED & CERTIFIED

GYM/PE 100 - PE 500

A# 04-109929

A# 04-038139, 04-115242

CLOSED & CERTIFIED

"W" BUILDING (CINEMA/TV/RADIO)

A# 04-109929, 04-109930

CLOSED & CERTIFIED

VILLAGE BUILDINGS

"VIL 1-2 " A# 04-109433, 04-048189

"VIL 3-8 " A# 04-109433, 04-108054

"VIL 18-33 " A# 04-110199,

04-114638, 04-113725

CLOSED & CERTIFIED

T

K

"M1" MECH LAB/MACHINE BUILDING

A# 04-113725

CLOSED & CERTIFIED

"M2" MECH LAB/MACHINE BUILDING

A# 04-113725

CLOSED & CERTIFIED

PARKING

LOT 7

PARKING LOT 1B

PARKING

LOT 1A

PARKING

LOT 1

LOT

3A

LOT

3

STUDENT SERVICES CENTER

A# 49400, 55497

CLOSED & CERTIFIED

"SCI" SCIENCES BUILDING

A# 04-112459

CLOSED & CERTIFIED

PE 100

PE

400

PE 300

PE

500

CHILD

DEVELOPMENT

CENTER

IDF BUILDING

A# 04-116339

"WH" WAREHOUSE

GYM

PE 200

"HS" HEALTH SCIENCES

A# 04-104901

CLOSED & CERTIFIED

VIL2

VIL1

"CP" CAMPUS POLICE

A# 04-048189

CLOSED & CERTIFIED

"OBS" OBSERVATORY

A# 04-112459

CLOSED & CERTIFIED

"AGB" ADMINISTRATION

BUILDING

A# 04-104901, 48189, 55497

CLOSED & CERTIFIED

CENTRAL PLANT

A# 04-112459

CLOSED & CERTIFIED

109

8

7

6

5

4

3LOT

2

23

20

28

2924

21

2225

30

3126

27

32

33

19

18

TENNIS

BASEBALL

STADIUM

A# 04-116754

UNDER CONSTRUCTION 36


SHEET NUMBER

SHEET TITLE





ARCHITECT.


CHECKED BY


DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

-

-


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NS E D A R C H

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6 - 3 0-

15

SITE PLAN -PROJECTOR SCHEDULE

A1.01

Project Number

SADDLEBACK COLLEGE

PROJECTOR REPLACEMENTS

28000 MARGUERITE PARKWAY

MISSION VIEJO, CA 92692

SCALESCALE : N.T.S. 1KEY PLAN - OVERALL CAMPUS PLAN

BID SET04-19-19


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SHEET NUMBER

SHEET TITLE

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTYAND COPYRIGHT OF THE ARCHITECT AND SHALL NOT BE USEDON ANY OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBEDON THE DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THEARCHITECT.


CHECKED BY


DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

JA

AY, JK


SADDLEBACK COLLEGEPROJECTOR REPLACEMENTS

CONSULTANT

STRUCTURAL E NGI N SRE E

3900 Cover StreetLong Beach, CA 90808

562.985.3200 P

MHP JN

562.985.1011 F

18-0614-00

DSA Submittal

28000 MARGUERITE PARKWAYMISSION VIEJO, CA 92692

FRAMING LUMBER:

1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, WEST COAST (WCDF) OF THE FOLLOWING MINIMUM GRADES(UNLESS NOTED OTHERWISE):A. PLATES, BLOCKING, 2x FRAMING AND 2x6 STUDS AND LARGER = No. 2B. 2x4 STUDDING = CONSTRUCTION GRADEC. BEAMS, HEADERS, POSTS AND OTHER 4X OR LARGER MEMBERS (UNO) = No. 1

2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS-1-09EXTERIOR GRADE, MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR.

3. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THESEOR.

4. MAXIMUM MOISTURE CONTENT FOR 2X FRAMING SHALL NOT EXCEED 19 PERCENT (19%) AT TIME OFCOVER-UP (COVER-UP INCLUDES APPLICATION OF PLYWOOD OR GYPBOARD). 2X FRAMING SHALL BESTAMPED “S-DRY” OR “KD”. FOR PROJECTS NOT GOVERNED BY DSA OR OSHPD, 2X FRAMING MAY BESTAMPED “S-GREEN”. MOISTURE CONTENT OF 2X FRAMING SHALL BE TESTED AND INSPECTED PER FRAMED LUMBERSPECIAL INSPECTION NOTES.

5. BOLT HOLE DIAMETER SHALL BE THE DIAMETER OF BOLT PLUS 1/16" UNLESS NOTED OTHERWISE. PROVIDE WASHERSUNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BOLTS SHALL BE RE-TIGHTENEDJUST PRIOR TO COVER-UP.

6. FRAMING HANGERS, CAPS, HOLDOWNS, POST BASES, ANCHORS, CONNECTORS, ETC., SHALL BE AS MANUFACTURED BY"SIMPSON COMPANY" OR APPROVED EQUAL TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TOINSTALLATION.

7. FASTENERS USED FOR THE ATTACHMENT OF EXTERIOR WALL COVERINGS AND/OR PRESERVATIVE-TREATED WOODMEMBERS WHERE APPLICABLE SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL (ASTM A-153),MECHANICALLY DEPOSITED ZINC-COATED STEEL (ASTM B-695), STAINLESS STEEL, SILICON BRONZE OR COPPER.

8. NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F-1667. NAILS SHALL BE COMMON WIRE (UNO) AND THENUMBER OF NAILS CONNECTING WOOD MEMBERS SHALL BE PER THE PLANS AND DETAILS BUT NOT LESS THAN THEAMOUNTS SET FORTH IN TYPICAL WOOD FASTENING SCHEDULE IN THE DRAWINGS. GALVANIZED COMMON NAILS SHALLBE USED FOR ALL EXPOSED EXTERIOR WOOD. COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONS OF NAILPROPERTIES SCHEDULE BELOW:

9. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTEDAPPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END.

10. PRE-DRILL ALL LAG SCREW HOLES WITH DIAMETER (D) FOR UNTHREADED SHANK, 40% TO 70% OF D FOR THREADEDPORTION. THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH AWRENCH, NOT BY DRIVING WITH A HAMMER. PROVIDE SOAP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TOFACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREWS OR WOOD SCREWS.

NAIL PROPERTIES SCHEDULE

DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER

6d 2" 0.113" 0.266"

8d 2 1/2" 0.131" 0.281"

10d 3" 0.148" 0.312"

12d 3 1/4" 0.148" 0.312"

16d 3 1/2" 0.162" 0.344"

20d 4" 0.192" 0.406"

NOTE: 10d COMMON SHORT (2 1/8" LONG) MAY BE USED AT 1/2" AND THINNERPLYWOOD IN LIEU OF 10d COMMON (3") OR 8d COMMON (2 1/2" LONG). NAILINGSHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD. IF PNEUMATIC GUNSARE USED, THEY SHALL BE ADJUSTED TO SATISFY THE ABOVE CRITERIA.

POST-INSTALLED ANCHORS:

1. POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS (INCLUDING THREADED ROD ORREINFORCING BARS) INSTALLED INTO HARDENED CONCRETE OR MASONRY EXCEPT FOR POWDER DRIVENFASTENERS, AS APPLICABLE, SEE POWDER DRIVEN FASTENER GENERAL NOTES FOR MORE INFORMATION.

2. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT,AND SHALL BE INSTALLED BY PERSONNEL TRAINED TO INSTALL THE TYPE OF POST-INSTALLED ANCHOR BEINGINSTALLED.

3. LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXISTING REINFORCING SHALLNOT BE CUT OR DAMAGED.

4. HOLES FOR INSTALLATION OF THE POST-INSTALLED ANCHOR SHALL BE DRILLED USING A DRILL THAT HAS ACARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI B212.15. A REBAR CUTTING DRILL BIT IS NOT ALLOWED.

5. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FORPOST-INSTALLED ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S RECOMMENDATIONS,AND QUALIFYING (ICC) TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING, OVALING, AND/OR BLOW-OUTTHROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING, OVALING, AND/OR BLOW-OUT OCCURS, THEEMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED. ADDITIONAL DRILLING SHALL NOT BE RESUMEDUNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE COST OF ALL SUCH REPAIRS. WHEN RESUMING DRILLING, THE CONTRACTOR SHALL MODIFY THE PROCEDURES ASNECESSARY TO PREVENT FURTHER DAMAGE.

6. HOLES SHALL BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'SBLOW-OUT BULB (AS PER MANUFACTURER'S RECOMMENDATIONS) AS REQUIRED TO REMOVE PARTICULATE DEBRISAND TO ACHIEVE A RELATIVELY DUST-FREE SURFACE.

7. OIL, SCALE, AND RUST SHALL BE REMOVED FROM THE POST-INSTALLED ANCHOR AND HOLES SHALL BE DRY, PRIOR TOINSTALLATION.

8. THE EFFECTIVE EMBEDMENT DEPTH FOR POST INSTALLED ANCHORS SHALL BE AS NOTED ON THE DETAILS. FOREXPANSION ANCHORS, REFER TO THE APPLICABLE EVALUATION REPORT FOR THE CORRESPONDING MINIMUM HOLEDEPTH AND NOMINAL EMBEDMENT.

9. APPROVED EXPANSION ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS:A. CONCRETE NOT EXPOSED TO WEATHER:

§ HILTI KWIK BOLT-TZ ANCHORS ESR-1917B. CONCRETE EXPOSED TO WEATHER:

§ STAINLESS STEEL HILTI KWIK BOLT-TZ ANCHORS ESR-1917

10. WHERE APPLICABLE, EXPANSION ANCHORS SHALL BE INSTALLED WITH THE MINIMUM TORQUE, USING A CALIBRATEDTORQUE WRENCH. WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN THE SPECIFIED TORQUE WITHIN ONE HALF TURNOF THE NUT, EXCEPT 3/8” DIAMETER WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONEQUARTER TURN OF THE NUT.

11. INSTALLATION TORQUES FOR EXPANSION ANCHORS SHALL BE AS NOTED BELOW:

12. APPROVED SCREW ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS:A. CONCRETE:

§ HILTI KWIK HUS-EZ OR EZ1 ANCHORS ESR-3027

HILTI KB-TZINSTALLATION TORQUE LOADS

NOMINAL ANCHORDIAMETER

REQUIREDTORQUE

(FT-LB) INCONCRETE

3/8" 25

1/2" 40

5/8" 60

3/4" 110

SYMBOLS# POUND, NUMBER, QUANTITY@ AT< LESS THAN> GREATER THAN± PLUS OR MINUS° DEGREEØ DIAMETER

ABBREVIATIONSAB ANCHOR BOLTABV ABOVEADDL ADDITIONALADJ ADJACENTALT ALTERNATEANCH ANCHOR, ANCHORAGEAPPROX APPROXIMATE, APPROXIMATELYARCH ARCHITECT, ARCHITECTURAL

BEL BELOWBLDG BUILDINGBLKG BLOCKING, BLOCKBM BEAMBOT BOTTOMB/O BOTTOM OFBTWN BETWEEN

CALCS CALCULATIONSCFRP CARBON FIBER REINFORCED POLYMERCG CENTER OF GRAVITYCL CENTERLINECLR CLEAR, CLEARANCECMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECT, CONNECTIONCONT CONTINUOUSCOORD COORDINATECTR CENTER

db BAR DIAMETER (REBAR)DBL DOUBLEDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIST DISTANCEDWG DRAWING

(E) EXISTINGEA EACHEF EACH FACEELEC ELECTRICALEMBED EMBED, EMBEDDED, EMBEDMENTEOR ENGINEER OF RECORDEQ EQUAL, EQUALLYEQUIP EQUIPMENTEW EACH WAYEXP EXPANSIONEXT EXTERIOR

FDN FOUNDATIONFIN FINISHF/O FACE OFFTG FOOTINGFTR FULLY-THREADED ROD

GA GAUGEGALV GALVANIZEGC GENERAL CONTRACTOR

HEX HEXAGONALHGR HANGERHT HEIGHTHORIZ HORIZONTAL

I/F INSIDE FACEID INSIDE DIAMETERINFO INFORMATIONIOR INSPECTOR OF RECORD

K KIPS (1000#)KB3 HILTI KWIK BOLT 3 (ANCHOR)KB-TZ HILTI KWIK BOLT TZ (ANCHOR)KSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCH

LBS POUNDSld DEVELOPMENT LENGTHldh HOOK DEVELOPMENT LENGTHLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOCS LOCATIONSLONG LONGITUDINALls LAP SPLICE LENGTHLVL LAMINATED VENEER LUMBERLTWT LIGHT-WEIGHTLWT LIGHT-WEIGHT

MANUF MANUFACTURERMAX MAXIMUMMECH MECHANICALMHP MHP STRUCTURAL ENGINEERSMID MIDDLEMIN MINIMUM

(N) NEWN/A NOT APPLICABLENTS NOT TO SCALENWT NORMAL-WEIGHT

O/F OUTSIDE FACEOC ON CENTEROH OPPOSITE HANDOP OPERATINGOPNG OPENINGOPP OPPOSITE

PARA PARALLELPERP PERPENDICULARPL PLATE, PROPERTY LINEPLF POUNDS PER LINEAR FOOTPLY PLYWOODPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSL PARALLAM

QTY QUANTITY

REINF REINFORCINGREQD REQUIRE, REQUIREDRM ROOM

SCHED SCHEDULESEOR STRUCTURAL ENGINEER OF RECORDSIM SIMILARSMS SHEET METAL SCREWSOG SLAB-ON-GRADESPA SPACED, SPACINGSPCS SPACESSQ SQUARESS STAINLESS STEELSTAGG STAGGERSTD STANDARDSTIFF STIFFEN, STIFFENERSTIRR STIRRUPSTL STEELSTRUC STRUCTURALSYM SYMMETRICAL

T&B TOP & BOTTOMTHK THICK, THICKNESSTHRU THROUGHT/O TOP OFTRANS TRANSVERSETYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICALVIF VERIFY IN FIELD

W/ WITHW/O WITHOUTWP WORK POINTWT WEIGHT

STRUCTURAL STEEL SHAPESCx STANDARD CHANNELHSS HOLLOW STRUCTURAL SECTIONSLx ANGLEMCx MISCELLANEOUS CHANNELMx M SHAPESSTD PIPE STANDARD PIPESx S SHAPESWTx, STx STRUCTURAL TEESWx W SHAPESX-STRG EXTRA STRONG PIPEXX-STRG DBL EXTRA STRONG PIPE

ABBREVIATIONS:

CODES/INSTITUTIONS/ASSOCIATIONSACI AMERICAN CONCRETE INSTITUTEAF&PA (NDS) AMERICAN FOREST & PAPER ASSOCIATION (NDS)AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISI AMERICAN IRON AND STEEL INSTITUTEAPA-EWA APA-ENGINEERED WOOD ASSOCIATIONASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSAWS AMERICAN WELDING SOCIETYCBC CALIFORNIA BUILDING CODECRSI CONCRETE REINFORCING STEEL INSTITUTEDSA DIVISION OF THE STATE ARCHITECTIBC INTERNATIONAL BUILDING CODENDS NATIONAL DESIGN SPECIFICATIONSOSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTSDI STEEL DECK INSTITUTESJI STEEL JOIST INSTITUTESSMA STEEL STUD MANUFACTURERS ASSOCIATION

GENERAL STRUCTURAL NOTES:

DESIGN CRITERIA:CODE OF RECORD: 2016 EDITION, CALIFORNIA BUILDING CODE

DESIGN LOADS:ANALYSIS PROCEDURE SEISMIC DESIGN FOR NONSTRUCTURAL COMPONENTS

(ASCE 7-10, CHAPTER 13)RISK CATEGORY IIISEISMIC SITE CLASS DSEISMIC DESIGN CATEGORY DSPECTRAL RESPONSE ACCELERATIONS SS = 1.515g, SDS = 1.01 gSEISMIC IMPORTANCE FACTOR, Ip 1.0

COMMUNICATION EQUIPMENT, COMPUTERS, INSTRUMENTATION, AND CONTROLS:COMPONENT AMPLIFICATION FACTOR aP = 1.0COMPONENT RESPONSE MODIFICATION FACTOR RP = 2.5OVERSTRENGTH FACTOR Ω0 = 2.5

1. GOVERNING CODE AUTHORITY FOR THIS PROJECT: DIVISION OF THE STATE ARCHITECT (DSA) AND IS REFERRED TOAS “THE GOVERNING AGENCY” IN THESE AND OTHER STRUCTURAL NOTES SECTIONS.

2. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB, EXCEPT WHERE THEY MAY DIFFERWITH DETAILS AND NOTES ON OTHER SHEETS, IN WHICH CASE THE DETAILS AND NOTES ON OTHER SHEETS SHALLGOVERN. DETAIL MARKS WITH "SIM" NOTED INDICATES THAT DETAIL CONTAINS MODIFIED INFORMATION APPLICABLE TOTHE CONDITION REFERENCED.

3. DO NOT INSERT MECHANICAL, ELECTRICAL OR PLUMBING (MEP) SLEEVES, PIPES OR CONDUIT IN CONCRETE WITHOUTPRIOR APPROVAL OF THE SEOR, TYPICAL UNLESS NOTED OTHERWISE ON PLAN.

4. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONSSHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALLDIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE SEOR AND SHALLBE RESOLVED PRIOR TO PROCEEDING WITH THE WORK.

6. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENTKNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE REPORTED TO THE SEOR SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OFCONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THEMETHOD OR SEQUENCE OF CONSTRUCTION, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL SUPERVISE ANDDIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, SHORING AND LAYDOWN OFCONSTRUCTION MATERIALS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING, INCLUDING LOADING FROMEQUIPMENT SUCH AS SKIP LOADERS, SCISSOR LIFTS, ETC., ON ALL PORTIONS OF THE STRUCTURE, WHETHERELEVATED OR ON-GRADE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH-OF-TRAVEL FOR MOVINGPERMANENT EQUIPMENT TO ITS FINAL LOCATION; INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THEEQUIPMENT IS INSTALLED. THE CONTRACTOR MAY USE THE “DESIGN LOADS” INFORMATION PROVIDED ABOVE WHENCONSIDERING TEMPORARY CONSTRUCTION LOADING CONDITIONS.

9. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/SEOR SHALL NOT INCLUDEINSPECTIONS OF THE PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICESPERFORMED BY THE ARCHITECT/SEOR DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS ANDDETAILED SPECIAL INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICESPERFORMED BY THE ARCHITECT/SEOR, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO,DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING INQUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEECONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

10. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS.

11. WHEN THE ALLOWANCE FOR SUBSTITUTION OF A SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED ON THEDESIGN DRAWINGS BY THE USE OF THE WORDS "OR APPROVED EQUAL", APPROVAL SHALL BE OBTAINED FROM THESEOR AND THE GOVERNING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL ORPRODUCT.

12. DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS.

13. IN ADDITION TO THE INSPECTION PROVIDED BY INSPECTOR OF RECORD (IOR), OR WHERE THE IOR CANNOT PERFORMCONTINUOUS SPECIAL INSPECTIONS, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALLPROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION WHEN SO SPECIFIED ON THE CONTRACT DRAWINGS ANDSPECIFICATIONS FOR CERTAIN TYPES OF WORK. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALLDEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE GOVERNING AGENCY, FOR INSPECTION OF THEPARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTORSHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS. THESPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE SEOR AND TO THE GOVERNING AGENCY. ALLDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IFUNCORRECTED, TO THE SEOR AND TO THE GOVERNING AGENCY. THE SPECIAL INSPECTOR SHALL SUBMIT A FINALSIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF HISKNOWLEDGE, IN CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS AND THE APPLICABLEWORKMANSHIP PROVISION OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED ON THE PLANS OR IN THEPROJECT SPECIFICATIONS.

14. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER (BEAM, COLUMN, SHEARWALL, GRADEBEAM, ETC.) SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR AUTHORIZATION FROM THE SEOR AND THEGOVERNING AGENCY.

15. DIMENSIONS OF EQUIPMENT ANCHOR/ MOUNTING LOCATIONS SHOWN ON PLANS AND/OR DETAILS ARE TO BECOORDINATED WITH ACTUAL EQUIPMENT TO BE INSTALLED. CONTRACTOR TO VERIFY THE EXACT SIZE AND LOCATIONOF ALL EQUIPMENT ANCHOR/ MOUNTING HOLES PRIOR TO INSTALLATION. WHERE ACTUAL EQUIPMENT DIMENSIONS DONOT FALL WITHIN THE MINIMUM OR MAXIMUM DIMENSIONS PROVIDED ON PLANS AND/OR DETAILS, NOTIFY SEOR ANDAWAIT DIRECTION PRIOR TO PROCEEDING WITH WORK.

16. ALL FINISHES SHALL BE RETURNED TO PRE-WORK CONDITION IF IMPACTED. CONTRACTOR TO DOCUMENT ANY EXISTINGDAMAGE TO FINISH CONDITION PRIOR TO COMMENCEMENT OF WORK.

STRUT FRAMING SYSTEM (UNISTRUT):

1. ALL CHANNELS, BRACKETS AND FASTENERS SHOWN IN SECTIONS DETAILS AND NOTED AS “P####” ARE BYUNISTRUT. SIMILAR CHANNELS, BRACKETS AND FASTENERS (SAME SIZE, MATERIAL, GAGE, TYPE, AND WELDS) BY OTHERMANUFACTURER'S INCLUDING POWERSTRUT, B-LINE OR NU-STRUT MAY BE SUBSTITUTED; HOWEVER, DO NOT MIXCOMPONENTS FROM DIFFERENT MANUFACTURERS.

2. STRUT SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

3. ALL CHANNELS SHALL HAVE PRE-PUNCHED HOLES WITH A WIDTH OF 9/16” AND LENGTH OF 1 1/8” UNLESS NOTEDAS “UNPUNCHED”. CHANNELS NOTED AS “UNPUNCHED” SHALL BE SOLID AND HAVE NO PRE-PUNCHED HOLES.

4. ALL STRUT CONNECTIONS WITH SPRING NUTS SHALL BE ATTACHED TO THE OPEN FACE OF THE CHANNEL UNLESS NOTEDOTHERWISE. DO NOT INSTALL BOLTS THROUGH SLOTTED HOLES IN THE BACK OF THE CHANNELS UNLESS SPECIFICALLYNOTED ON THE DETAILS.

5. ALL BOLTS INTO SPRING NUTS SHALL MEET THE FOLLOWING TORQUE REQUIREMENTS:· 3/8” DIAMETER 19 FT-LBS· 7/16” DIAMETER 35 FT-LBS· 1/2” DIAMETER 50 FT-LBS· 3/4" DIAMETER 125 FT-LBS

6. ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL CONFORMING TO ASTM A-1011 SS GR33.

7. ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A-575, A-576, A-635 OR A-36.

8. ALL CHANNEL NUTS SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A-1011 SS GR 45. ALL SCREWS SHALLCONFORM TO ASTM A-307. ALL NUTS AND HARDWARE SHALL BE ELECTRO-GALVANIZED IN CONFORMANCE WITH ASTMB-633 TYPE III SC1.

9. ALL SCREWS AND BOLTS SHALL BE FABRICATED FROM STEEL CONFORMING TO SAE J429 GRADE 2 OR ASTM A-307. ALLTHREADED RODS SHALL CONFORM TO ASTM A-36.

10. USE 1/2” DIAMETER MACHINE BOLTS OR SCREWS AT STRUT CONNECTIONS UNLESS NOTED OTHERWISE.

STEEL STUDS:

1. ALL LIGHT GAUGE FRAMING MEMBERS, INCLUDING BUT NOT LIMITED TO, STUDS, TRACKS, BRIDGING, HEADERS ANDBRACING OF THE TYPE AND SIZE SHOWN ON THE PLANS AND SPECIFICATIONS SHALL CONFORM TO STEEL STUDMANUFACTURER'S ASSOCIATION (SSMA, ESR-3064P).

A. MEMBER DESIGNATION SHALL BE AS FOLLOWS:

EXAMPLE:600S162-54 = 6" STUD WITH 1 5/8" FLANGE, THICKNESS OF 54 MILS (16 GAUGE).

B. MATERIAL THICKNESS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

C. STUD AND JOIST SECTIONS SHALL HAVE THE FOLLOWING FLANGE TIP STIFFENERS (STIFFENING LIP LENGTH):

2. ALL 12, 14 AND 16 GAUGE COMPONENTS SHALL BE MADE FROM COLD-FORMED SHEET OR STRIP STEEL CONFORMING TOASTM A1003 GRADE 50 OR HOT ROLLED STEEL CONFORMING TO ASTM A1011 GRADE 50, AND ALL 18 GAUGE AND LIGHTERCOMPONENTS SHALL BE MADE FROM COLD-FORMED SHEET OR STRIP STEEL CONFORMING TO ASTM A1003 GRADE 33.

3. STRUCTURAL STEEL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AS REQUIRED TO FIT NEATLY AGAINSTABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY FASTENED.

4. SPLICES IN AXIAL LOADED (i.e. LOAD BEARING) STUDS SHALL NOT BE PERMITTED.

5. TRACKS SHALL BE OF SAME GAGE AS STUDS, UNLESS NOTED OTHERWISE.

6. ALL STEEL STUDS SHALL HAVE A MINIMUM 1 5/8" FLANGE, UNLESS NOTED OTHERWISE.

7. PROVIDE APPROVED COVERINGS ON EACH SIDE OF STUDS AND JOISTS, OR PROVIDE ADEQUATE BRACING OR BLOCKINGAT @ 4'-0"OC PER MANUFACTURER'S INSTRUCTIONS.

8. ALL SHEET METAL SCREWS SHALL COMPLY WITH ASTM C 1513-10, ASME B18.6.4-98 (R2005) AND ICC ES AC 118.PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.

9. PROVIDE THE FOLLOWING MINIMUM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLAN OR DETAIL:A. ALL STUD TO STUD OR BULKHEAD STUD TO CEILING TRACK CONNECTION SHALL HAVE A MINIMUM OF FOUR (4) #10

SHEET METAL SCREWS, UNLESS NOTED OTHERWISE.B. ALL DIAGONAL STUD BRACE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) #10 SHEET METAL SCREWS TO EACH

STUD, UNLESS NOTED OTHERWISE.C. ALL STUD TO FLOOR TRACK CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) #10 SHEET METAL SCREWS TO EACH

STUD, UNLESS NOTED OTHERWISE.D. RUNNER TRACK TO CONCRETE OR CONCRETE MASONRY SHALL HAVE TWO (2) HILTI X-u (1 1/2" MIN EMBEDMENT) @

16"OC (ESR-2269), UNLESS NOTED OTHERWISE.E. RUNNER TRACK TO STEEL FRAMING SHALL HAVE 1/8" x2" LONG FILLET WELDS @ 6"OC, UNLESS NOTED OTHERWISE.F. ALL DOUBLE STUDS SHALL BE BACK-TO-BACK AND HAVE TWO (2) ROWS OF #10 SHEET METAL SCREWS @ 12"OC,

UNLESS NOTED OTHERWISE. ROWS SHALL BE LOCATED 1 1/4" FROM EACH FLANGE.

9. ALL LIGHT GAGE WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES.

MATERIAL THICKNESSDESIGNATION MINIMUM THICKNESS GAUGE

33 .0346 2043 .0451 1854 .0566 1668 .0713 1497 .1017 12

MEMBER DEPTH IN 100TH'S OF AN INCH

FLANGE WIDTH IN 100TH'S OF AN INCH

MEMBER DESIGNATION (S=STUD OR JOIST, T=TRACK)MATERIAL THICKNESS IN MILS

S600 -162 54

STIFFENER TABLESECTION FLANGE LENGTH LIP LENGTH

S125 1 1/4" 3/16"S137 1 3/8" 3/8"S162 1 5/8" 1/2"S200 2" 5/8"S250 2 1/2" 5/8"

STRUCTURAL AND MISCELLANEOUS STEEL:

1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISCSPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC 360),LATEST EDITION, AND SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS (AISC 341) LATEST EDITION.

2. ALL WELDING SHALL COMPLY WITH AWS SPECIFICATION D1.1/D1.1M. WELDING ON PARTS OF THE SEISMIC FORCERESISTING SYSTEM (SFRS) SHALL ALSO CONFORM TO AWS D1.8/D1.8M. WELDING SHALL BE PERFORMED BY WELDERSCERTIFIED FOR THE TYPE OF WELDING TO BE PERFORMED.

3. WELDING PROCEDURE SPECIFICATIONS (WPS) SHALL BE SUBMITTED FOR REVIEW FOR EACH WELD TYPE, WELDINGPROCESS, WELDING ELECTRODE CLASSIFICATION AND/OR BASE MATERIAL (WHERE ASTM GRADE OR ALLOY VARIES)SHOWN ON THE DRAWINGS IN CONFORMANCE WITH AWS D1.1/D1.1M, D1.4/D1.4M AND D1.8/D1.8M AS APPLICABLE. EACHWPS SHALL BE RECORDED ON FORMS RECOMMENDED BY THE APPLICABLE AWS STANDARD AND SHALL BE REVIEWED BYAN AWS SCWI CERTIFIED INSPECTOR AND SUBMITTED TO THE SEOR AND, IF THE PROJECT IS GOVERNED BY DSA OROSHPD, THE INSPECTOR OF RECORD (IOR) FOR REVIEW. IF A WELD ASSEMBLY NOTED ON PLANS DOES NOT FALL WITHINTHE PREQUALIFIED CRITERIA, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WELDING PROCEDUREQUALIFICATION RECORD FOR THE SPECIFIED WELD AS PART OF THE WPS SUBMITTAL.

4. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION (UNLESS NOTEDOTHERWISE):A. WIDE FLANGE SECTIONS (W,WT) ASTM A-992 FY=50KSIB. CHANNELS AND MISC SHAPES (C,MC,S,M) ASTM A-36 FY=36KSIC. ANGLES AND PLATES ASTM A-36 FY=36KSID. PIPE (STD,X-STRG,XX-STRG) ASTM A-53 TYPE E, GR B FY=35KSIE. HSS TUBE (SQ,RECTANG) ASTM A-500, GR C FY=50KSI

SULFUR CONTENT SHALL BE LESS THAN OR EQUAL TO 0.05%F. HSS TUBE (ROUND) ASTM A-500, GR C FY=46KSI

SULFUR CONTENT SHALL BE LESS THAN OR EQUAL TO 0.05%

5. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TOFABRICATION AND ERECTION, IN ACCORDANCE WITH NOTE 12 OF GENERAL STRUCTURAL NOTES.

6. WHEN FABRICATING BEAMS PLACE NATURAL CAMBER UP. A TOLERANCE OF + 0, -1/4 INCH MAY BE APPLIED TO ALLSPECIFIED CAMBERS.

7. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE, AND OIL.

8. ALL STEEL EXPOSED TO MOISTURE OR WEATHER SHALL BE HOT-DIPPED GALVANIZED, UNLESS NOTED OTHERWISE.GALVANIZING SHALL BE IN CONFORMANCE WITH ASTM A123 AND A153. REPAIR GALVANIZING AFTER WELDING SHALL BE INACCORDANCE WITH ASTM A780.

9. HOT-DIP GALVANIZE OR PROVIDE THREE-INCH (3") MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL STEEL BELOWGRADE.

10. SEE ARCHITECTURAL DRAWINGS FOR PAINTING OF STRUCTURAL STEEL. STRUCTURAL STEEL EMBEDDED IN CONCRETEOR MASONRY SHALL BE UNPAINTED.

11. WHERE CARBON STEEL IS IN CONTACT WITH STAINLESS STEEL OR WHERE EITHER CARBON OR STAINLESS STEEL IS INCONTACT WITH ALUMINUM, PHENOLIC SHIM OR BREAK SHALL BE INSTALLED TO SEPARATE DISSIMILAR METALS.

12. BOLTS, THREADED RODS, AND WASHERS SHALL CONFORM TO THE FOLLOWING, UNO:A. MACHINE BOLTS ASTM A-307B. HIGH STRENGTH BOLTS ASTM A-325-N OR A-490C. THREADED RODS, UNO ASTM A-36D. WELDED HEADED STUDS ASTM A-108, GRADE 1010-1020E. WASHERS ASTM F-436F. WASHERS AT NON-SEISMIC/WIND-RESISTING-FRAME COLUMNS

WHERE HOLES AT COLUMN BASE PLATE ARE OVER-SIZED, ONLYWHEN REQUESTED BY CONTRACTOR AND APPROVED BY SEOR: ASTM F-436 5/16” THICK

G. ANCHOR BOLTS IN CONCRETE OR MASONRY ASTM F-1554, GR 36H. HIGH STRENGTH ANCHOR BOLTS IN CONCRETE ASTM F-1554, GR 105

13. ANCHOR BOLTS SHALL BE HEADED. J-BOLTS SHALL NOT BE USED.

14. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4” DIAMETER BOLTS UNLESS SHOWN OTHERWISE.

15. UNLESS NOTED OTHERWISE, BOLTS SHALL BE INSTALLED "SNUG TIGHT". THE SNUG TIGHT CONDITION IS DEFINED AS THETIGHTNESS THAT EXISTS WHEN ALL PLIES OF THE JOINT ARE IN FIRM CONTACT. BOLTS OF SLOTTED CONNECTIONSSHALL BE INSTALLED "HAND TIGHT" ONLY, WITH THREADS SPOILED. THE HAND TIGHT CONDITION IS DEFINED AS THETIGHTNESS THAT EXISTS WHEN THE WASHER AND BOLT HEAD ARE BROUGHT INTO FULL CONTACT WITH WEB OR SHEARTAB WITH A SPUD WRENCH AND THE NUT IS THEN BACKED OFF ONE QUARTER OF A TURN. WHERE SLOTTEDCONNECTIONS ARE INDICATED, THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE. BOLTS INDICATED ASSLIP-CRITICAL SHALL BE PRE-TENSIONED PER SECTION 8.2 OF SPECIFICATION FOR STRUCTURAL JOINTS USINGHIGH-STRENGTH BOLTS.

16. HOLES FOR BOLTED CONNECTIONS AND ANCHOR BOLTS SHALL BE AISC “STANDARD” HOLES LIMITED TO 1/16-INCHLARGER IN DIAMETER THAN NOMINAL BOLT DIAMETER FOR 7/8-INCH DIAMETER BOLTS AND SMALLER, AND 1/8-INCHLARGER IN DIAMETER THAN NOMINAL BOLT DIAMETER FOR 1-INCH AND LARGER BOLTS, UNLESS NOTED OTHERWISE.OVERSIZED AND SLOTTED HOLES REQUIRE THE APPROVAL OF THE SEOR, UNLESS SPECIFICALLY DETAILED ON THEAPPROVED DRAWINGS.

17. PROVIDE BEVELED WASHERS WHERE JOINT FACE SLOPE IS GREATER THAN 1:20.

18. SEE CONCRETE GENERAL NOTES FOR NON-SHRINK GROUT SPECIFICATIONS.

19. FLANGE STIFFENER PLATES SHALL BE ORIENTED SO THAT ROLLING DIRECTION OF PLATE IS PARALLEL WITH DIRECTIONOF PRINCIPLE STRESS.

20. ALL STRUCTURAL STEEL WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES.

21. WHERE FILLET WELD SYMBOL IS SHOWN WITHOUT INDICATION OF THROAT SIZE, USE MINIMUM SIZE WELDS AS SPECIFIEDBELOW:

22. WHERE LENGTH OF WELD IS NOT INDICATED, WELD SHALL BE FULL LENGTH OF JOINT.

23. ALL COMPLETE- AND PARTIAL-JOINT-PENETRATION GROOVE WELDS SHALL BE PERFORMED USING "INNERSHIELD" AND"ML-2" SEMI-AUTOMATIC EQUIPMENT.

24. ALL WELDS USED IN MEMBERS THAT ARE PART OF THE SEISMIC LATERAL RESISTING SYSTEM AND DESIGNATED WITH (S),THEIR CONNECTIONS AND INSPECTIONS THEREOF SHALL BE COMPLETED PER REQUIREMENTS SPECIFIED IN AWS D1.8.

25. ALL WELDS TO BE PERFORMED ON ELEMENTS OF THE SEISMIC LATERAL-RESISTING SYSTEM SHALL BE MADE WITH FILLERMETAL CAPABLE OF PROVIDING A MINIMUM CHARPY V NOTCH (CVN) TOUGHNESS OF 20 FOOT-POUNDS AT A MAXIMUMTEMPERATURE OF 0 DEGREES FAHRENHEIT (-18°C). WELDS DESIGNATED AS DEMAND CRITICAL WELDS (DCW) SHALL, INADDITION, BE CAPABLE OF PROVIDING A MINIMUM (CVN) TOUGHNESS OF 40 FOOT-POUNDS AT A MAXIMUMTEMPERATURE OF 70 DEGREES FAHRENHEIT (20°C).

26. FOR GIRDER-TO-COLUMN CONNECTIONS THAT REQUIRE COMPLETE-JOINT-PENETRATION WELDS, THE BOLTSCONNECTING THE GIRDER WEB TO COLUMN SHEAR PLATE SHALL BE FULLY TORQUED BEFORE THE GROOVE WELDS ARECOMPLETED.

27. THE FIELD WELDING SEQUENCE FOR MULTIPLE BAY SEISMIC/WIND FORCE RESISTING SYSTEM FRAME BEAM-TO-COLUMNAND BRACE-TO-GUSSET CONNECTIONS SHALL START FROM INTERIOR COLUMNS AND PROGRESS OUTWARD TOEXTERIOR COLUMNS.

28. SEE SPECIAL INSPECTION AND TESTING NOTES FOR INSPECTION AND TESTING REQUIREMENTS.

TABLE J2.4MINIMUM SIZE OF FILLET WELDS

MATERIAL THICKNESS OFTHINNER PART JOINED

MINIMUM SIZE OFFILLET WELD

TO 1/4" (6MM) INCLUSIVE 1/8" (3MM)

OVER 1/4" (6MM) TO 1/2" (13MM) 3/16" (5MM)

OVER 1/2" (13MM) TO 3/4" (19MM) 1/4" (6MM)

OVER 3/4" (19MM) 5/16" (8MM)

STRUCTURAL NOTES

AND ABBREVIATIONS

S1.0

04-19-19 BID SET


SCALE: S2.0TYPICAL STEEL TRACK BACKING 13

NONE

1"MIN

TYP

6" MIN

600T200-54 (6" x16GA MIN)BACKING (RUN PAST 3 STUDSMIN AND AT LEAST 1 STUD EASIDE OF CONNECTION POINT),COPE FLANGES AT STUDS

(3)-#10 SMS ATEA STUD

CONNECTION POINT (SMS)PER DETAIL (LOCATIONSVARY PER CONFIG OFATTACHED ACCESSORIES)

STEEL STUD PERPLAN OR FRAMINGELEV, TYP

NOTE:DO NOT CUT OR NOTCHBACKING EXCEPT AS SHOWN.

SCALE: S2.0DIAGONAL BRACE TOP CONNECTIONS 10

NONE

SCALE: S2.0WIRE HANGER TOP CONNECTIONS 11

NONE

SCALE: S2.0COMPRESSION STRUT TOP CONNECTIONS 12

NONE

3x3x16GA x0'-3"LONG BENT PLATEW/ SHOT PIN

(E) CONC PAN JOIST

6" MIN

4" MIN

2" MIN10" MAX

2"MINTYP

1 1/4"MINTYP

(E) CONC FILLEDMETAL DECK

P1000 W/ (2)-3/8"Ø HILTIKB-TZ (2" EMBED)

UNISTRUT P1843 W/ 1/2"ØBOLTS & SPRING NUTS(P1010) INTO BRACE

CONDITION 1WIRE OR CABLE BRACE TO CONCRETE PAN JOIST

WIRE OR CABLE BRACEAS OCCURS PERAPPLICABLE DETAILS

CONDITION 2WIRE OR CABLE BRACE TO CONCRETE FILLED METAL DECK

WIRE HANGER ASOCCURS PERAPPLICABLE DETAILS

L2 1/2 x2 1/2 x12GA x0'-3"LONG BENT PLATE W/ 3/8"ØHILTI KB-TZ (2" MIN EMBED)

6"MIN

EDGE OF SLABAS COCURS

CONDITION 1HANGER WIRE TO CONCRETE SLAB OR PAN JOIST

1/2"MAX


3/8"Ø HILTI KB-TZ(2" MIN EMBED)

2"

1"

CUT FLANGES &BEND AS SHOWN

CONDITION 2COMPRESSION STRUT TO CONCRETE FILLED METAL DECK

(E) CONC SLABOR PAN JOIST


6"MIN


2"

1"


COMPRESSION STRUTAS OCCURS PERAPPLICABLE DETAILS

CONDITION 1COMPRESSION STRUT TO CONCRETE SLAB OR PAN JOIST


L1 1/2 x1 1/2 x12GAW/ (2)-3/8"Ø HILTIKB-TZ (2" EMBED)

EQ EQ

3 7/8"MIN

EQTYP

EQTYP

3 7/8"MIN

(2)-#10 SMS





CONDITION 2HANGER WIRE TO CONCRETE FILLED METAL DECK

1/2"MAX


EQ EQ

3 7/8"MIN



(E) CONC SLAB

3x3x16GA x0'-3" LONGBENT PLATE W/ 5/8"Ø HILTIKB-TZ (2" MIN EMBED)

6"MIN


CONDITION 4WIRE OR CABLE BRACE TO CONCRETE SLAB

3" MAX



(E) PLYWOODSHEATHING

(E) 2x (MIN) JOIST


(E) 2x (MIN)JOIST

1/4"Ø SCREW EYE W/FULL THREAD EMBED(1 1/2" MIN), INSTALLIN DIR OF BRACE


2x MIN BLOCKW/ SIMP S35 EASIDE, EA END


CONDITION 3WIRE OR CABLE BRACE TO WOOD FRAMING


EQEQ

(E) 2x (MIN) JOIST

1/4"Ø SCREW EYE W/FULL THREAD EMBED(1 1/2" MIN)

CONDITION 3HANGER WIRE TO WOOD FRAMING


EQEQ


(E) 2x (MIN) JOIST

2"CUT FLANGES &BEND AS SHOWN


1/4"Ø LAG SCREW(1 1/2" MIN PEN)

CHIEF MODEL WM210AUSPROJECTOR MOUNT BYOTHERS

PROJECTOR, MAXOP WT=20#

PROJECTOR TOMOUNT CONN PERMANUF

(E) WALL SHEATHINGAS OCCURS

(E) 2x STUD @ 16"OCWALL, CMU WALL, OR20GA STEEL STUD @16"OC WALL AS OCCURS

AT WOOD STUD WALL:PROVIDE 5/16"Ø x 4" LAGSCREW EA CORNER CTRD IN(E) STUD OR BLKG (4 TOTAL)(AT STEEL STUD WALL:PROVIDE (4)-1/4"Ø BOLTCENTERED IN STEEL STUDS,BOLTS & NUTS SUPPLIED BYMOUNT MANUF.)(AT CMU WALL: PROVIDE(4)-3/8"Ø HILTI HUS-EZSCREW ANCHORS W/ 3 1/4"MIN EMBED, (1) ANCHOR INEA BLOCK MAX)

7" MIN

19.5"MAX

23"MAX

BLKG AS REQDAT WOOD STUD WALL:MIN 4x BLKGAT STL STUD WALL:SEE 13 S2.0

SCALE: S2.0PROJECTOR MOUNT ANCHORAGE 9

1" = 1'-0"


(4)-1/4"Ø LAGSCREWS(1 3/8" PEN)2" MI

N1 1

/2"TY

P

CONDITION 3COMPRESSION STRUT TO WOOD FRAMING

EQEQ


(E) 2x (MIN) JOIST

SCALE: S2.0

PROJECTOR SUPPORT AT CONCRETE FILLED METAL DECK 2

3/4" = 1'-0"

SCALE: S2.0PROJECTOR SUPPORT AT WOOD FRAMING 4

3/4" = 1'-0"

SCALE: S2.0

PROJECTOR SUPPORT AT COLD FORMED STEEL FRAMING 6

3/4" = 1'-0"

SCALE: S2.0

PROJECTOR SUPPORT ATMANUFACTURER'S INTEGRAL CEILING PANEL 1

3/4" = 1'-0"

1/4"Ø ROD W/ P1000 STIFF& P3008 NUT & P2485CRADLE CLIP & 3/8"Ø SETSCREW @ 12"OC MAX

SPF100 OR P1843, TYP

NUT ABOVE &BELOW, TYP

10"

MAX

10"

MAX

(2)-CABLE CLAMPS, TYPTOP & BOT OF BRACE

UNPUNCHED UNISTRUTP1000 W/ 3/8"Ø HILTIKB-TZ INTO CONC FILLEDMETAL DECK (2" MINEMBED), (3 FLUTES MIN)

10"

3.5"MIN

PL3/8x13"SQ

(4)-1/4"Ø BOLTS ASSHOWN (MIN), MANUFBRACKET TO PLATE

HANGER ROD, TYP

BRACE, TYP

1 1/2"TYP 10°

MAXALT LOC OFBRACE, TYP

(E) 20GA METAL DECKW/ LTWT CONC (5 1/4"TOTAL DEPTH VIF)

COUPLER AS REQD

10"

3'-6"

MAX

4.62"Ø PL PERMANUF

NOTE:GENERAL CONTRACTOR TOREMOVE EXISTING PROJECTORPRIOR TO INSTALLATION OF NEWPROJECTOR SUPPORT. GENERALCONTRACTOR TO CLEAN UP ANDREPLACE ANY DAMAGED TILESDURING CONSTRUCTION. SEENOTE 16 IN GENERAL NOTES.

2" MINTYP

1 1/4"MIN

P1006 SPRING NUT

1/8"Ø AIRCRAFT CABLE BRACE,SEE PLAN VIEW A-A - CONNTOP OF BRACE PER 10 S2.0

REFLECTED PLAN VIEW A-A

CG

LPE

R PI

PE LE

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A A

PROJECTOR,MAX OP WT=20#

PIPE PER MANUF, SEE PIPESPAN SCHED FOR SIZE

BRACKET PER MANUF

PROJECTOR SECURITY MOUNTAS OCCURS PER MANUF

(E) CEILING AS OCCURS

UNPUNCHED UNISTRUTP1000 W/ (4)-1/4"Ø LAGSCREWS (4" PEN) INTOEA BLOCK

3'-6"

MAX

1" MINTYP

CG

LPE

R PI

PE LE

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BRACKET PER MANUF



4x8 BLKG W/ SIMP A35 EA SIDE,EA END, TYP AT EA P1000

NOTE:FOR BALANCE OF INFONOT SHOWN, SEE 2 S2.0

CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

(3'-0

" MAX

)



BRACKET PER MANUF



4.62"Ø PL PERMANUF

(4)-1/4"Ø SMS (MIN)

BOX STUD

A A

B

BBOX STUD PERSECTION B-B

#10 SMS @ 6"OC& 1" MAX FROMEA END, TYP

600S300-54EA SIDE

800T125-54TOP & BOT

SECTION B-B

(E) 6 3/8" Z-PURLIN@ 4'-0"OC, VIF

L3x3x16GA x 4" LONG BENT PLW/ (4)-#10 SMS SCREWS INTOBOX STUD & (E) PURLIN, TYPEA SIDE OF BOX STUD

(E) METAL ROOF DECK ORPLYWOOD SHEATHING

1 1/2"MAXGAP

3.5"

MIN

2" MIN

TYP


LPE

R PI

PE LE

NGTH

SCHE

DULE (E) OR REPLACEMENT

INTEGRAL CEILING PANELPROJECTOR SUPPORT

45° ±10°

TYP

(E) T-BAR CEILINGRUNNER

ATTACH INTEGRAL CEILINGPANEL TO T-BAR RUNNER W/8GA WIRE CLIP OR #10 SMS,TYP EA SIDE OF PANEL

8GA WIRE BRACE, SEEPLAN VIEW A-A - CONN TOPOF BRACE PER 10 S2.0

8GA WIRE HANGER EA SIDE OFPANEL (2 HANGERS TOTAL MIN)SEE PLAN VIEW A-A - CONN TOPOF HANGER PER 11 S2.0

(3)-TIGHT TURNSWITHIN 3", TYP TOP& BOT OF HANGER

(4)-TIGHT TURNSWITHIN 1 1/2", TYPTOP & BOT OF BRACE

AA

10°

MAX

PLAN VIEW A-A

(E) T-BAR CEILINGRUNNER, TYP

BRACE, TYP

ALT LOC OFBRACE, TYP

COMPRESSION STRUT PERSCHED CTRD OVER PROJECTORPIPE, SEE PLAN VIEW A-A - CONNTOP OF STRUT PER 12 S2.0(OMIT WHERE L ≤ 1'-6")

AT COMPRESSION STRUTLOCATIONS, PROVIDE 16GACLIP ANGLE W/ (2)-1/4"Ø THRUBOLTS, TO STRUT

AT COMPRESSION STRUT LOCATIONS,PROVIDE PROJECTOR MOUNT BOLTS(2 MIN) OR (4)-#10 SMS, INTEGRALCEILING PANEL TO CLIP ANGLE

WHERE COMPRESSION STRUTCANNOT BE CTRD OVERPROJECTOR PIPE (TO AVOIDINTERFERENCE ABOVE),PROVIDE STRUT, CLIP ANGLE& CONN ON EA SIDE OF PANELAS SHOWN (2 STRUTS MIN)

COMPRESSION STRUT SCHEDULEMAXIMUM LENGTH STRUT SIZE

5'-0" 250S125-33

6'-10" 250S137-33

8'-0" 362S137-33

(E) OR REPLACEMENTINTEGRAL CEILING PANELPROJECTOR SUPPORT

HANGER WIRE, TYP

COMPRESSION STRUT

PIPE CONN PER MANUF(1 1/2"Ø STD PIPE MIN)

PIPE LENGTH SCHEDULE(FOR DETAILS 1 - 6)

L (MAX) MINIMUM PIPE SIZE

1'-6" 1 1/2" STD

3'-0" 2" STD

5'-0" 3" STD

SCALE: S2.0PIPE LENGTH SCHEDULE 8

3/4" = 1'-0"

CG




3/4" = 1'-0"

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(3'-0

" MAX

)

A A



BRACKET PER MANUF


6x8 FLAT BLOCK W/ SIMPA35 EA SIDE, EA END

(E) 2x JOIST, TYP

2x FULL HT BLOCK EASIDE OF 6x BLOCK


3.5"

MIN

2" MIN

TYP

4.62"Ø PL PERMANUF

(4)-1/4"Ø LAG SCREWS(4" EMBED) (MIN)

(E) 2x JOIST, TYP

(2)-16d NAILS EAEND, TYP

(4)-16d, FULL HT BLOCKTO FLAT 6x, TYP

6x FLAT BLOCK

(E) PLYWOOD

SCALE: S2.0

PROJECTOR SUPPORT AT CONCRETE PAN JOISTS 5

3/4" = 1'-0"

6" MIN

TYP14

" MIN

4 1/2"

CG

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PE LE

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A A

6'-0"

MAX



BRACKET PER MANUF


45° ±10°

TYP

3'-0" MAX


(E) CONC PAN JOIST

UNISTRUT P1026 W/ 1/2"ØBOLT & P1010 SPRING NUTINTO P1000 & 1/2"Ø HILTI KB-TZ(2" EMBED) INTO (E) CONC PANJOIST, TYP EA END

P1000 UNISTRUT

UNISTRUT P2346 W/ (2)-1/2"ØTHRU BOLTS TO P9000 &(2)-1/2"Ø BOLTS & P1010SPRING NUTS TO P1000

UNISTRUT P9000



UNISTRUT P2072A W/ (2)-1/2"ØTHRU BOLTS TO P9000

3"MIN

(4)-TIGHT TURNS WITHIN 1 1/2",TYP TOP & BOT OF BRACE

90°±10°

TYP3.5"MIN

4.62"Ø BRACKETPER MANUF

UNISTRUT P2072A

BRACE, TYP

(4)-1/4"Ø BOLTS ASSHOWN (MIN), MANUFBRACKET TO P2072A


SCALE: S2.0PROJECTOR SUPPORT AT CONCRETE SLAB 7

3/4" = 1'-0"

3'-6"

MAX

CG

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PE LE

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BRACKET PER MANUF



(E) CONC SLAB(5" THK, MIN)


3/8"Ø HILTI KWIKHUS-EZ1 (2 1/2" EMBED),TYP AT EA THREADEDROD HANGER

(E) 2x JOIST, TYP

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4/12/2019


SHEET NUMBER

SHEET TITLE



CHECKED BY


DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

JA

AY, JK



CONSULTANT



562.985.3200 P

MHP JN

562.985.1011 F

18-0614-00

DSA Submittal


SECTIONS AND

DETAILS

S2.0

04-19-19 BID SET

MAX OPP. WT=20.3#

MAX OPP. WT=20.3#MAX OPP. WT=20.3#

MAX OPP. WT=20.3#

MAX OPP. WT=20.3#MAX OPP. WT=20.3#

MAX OPP. WT=20.3#

OPP. WT=20.3#

CONFIRM WITH THE DISTRICT ON WHICH ROOMS WITHIN THE BUILDINGS ARETO RECIEVE THE NEW PROJECTORS/MOUNTS.

CONTRACTOR IS TO FIELD VERIFY/CONFIRM WHAT THE EXISTINGSTRUCTURE/FINISH COMPONENTS/MATERIAL IS IN EACH BUILDING/ROOMPRIOR TO COMMENCEMENT OF WORK AND REFER TO THIS SHEET (S2.0) FORDETAILS ASSOCIATED FOR THAT PARTICULAR INSTANCE.



SHEET NUMBER

SHEET TITLE





ARCHITECT.


CHECKED BY


DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

-

-


LI

CE

NS E D A R C H

I

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CT

ST

AT

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NO. C 11360

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6 - 3 0-

15


TITLE SHEET

G1.0

Project Number

.

IRVINE VALLEY COLLEGE

5500 IRVINE DRIVE, IRVINE, CA 92618

BID SET

40 ITEMS OF A MECHANICAL OR ELECTRICAL NATURE MAY NOT NECESSARILY APPEAR ON THE ARCHITECTURAL DRAWINGS. SEE THEAPPROPRIATE DRAWINGS FOR ITEMS OF THIS NATURE.

41 FOR ALL WALL MOUNTED AND SEMI-RECESS MOUNTED EQUIPMENT, WHITE BOARDS, ACCESSORIES, CABINETS, HANDRAILS,MECHANICAL/ELECTRICAL EQUIPMENT, DOOR STOPS, SIGNAGE, MAGNETIC DOOR HOLD-OPEN DEVICES, ETC. PROVIDE AND INSTALLSOLID BLOCKING PER DETAIL B/S6.01 AND 9/S6.02

42 REFER TO DETAILS ON SHEET A9.61 FOR ALL FIRE RATED WALL PENETRATION (DUCT, PIPE CONDUIT PENETRATIONS)

43 DISSIMILAR METALS: SEPARATE DISSIMILAR METALS WITH BITUMINOUS PAINT, OR A SUITABLE SEALANT, OR A NON-ABSORPTIVE PLASTIC ORELASTOMERIC TAPE, OR A GASKET BETWEEN THE SURFACES. DO NOT USE COATING CONTAINING LEAD.

44 PROTECTION: WHEREVER ALUMINUM IS IN CONTACT WITH CONCRETE, APPLY BITUMINOUS PAINT OR BY SUCH OTHER ISOLATIONAPPROVED IN ADVANCE BY THE ARCHITECT.

45 CONTRACTOR TO CHECK AND VERIFY SIZE AND LOCATION OF DUCTS, PLUMBING RUNS AND MECHANICAL EQUIPMENT WITHMECHANICAL AND PLUMBING CONTRACTORS BEFORE CONSTRUCTING WALLS, FLOOR, CEILINGS, CABINETS, EQUIPMENT BASES, ETC.

46 CONTRACTOR TO CHECK, VERIFY SIZES AND COORDINATE THE LOCATION AND PATH OF MECHANICAL DUCT WORK, ELECTRICAL, LOWVOLTAGE A/V CONDUITS AND FIRE PROTECTION SYSTEM PIPING. OVERCOME ANY CONFLICT BETWEEN THE LAYOUTS OF THESE SYSTEMSTHAT MAY RISE DUE TO FIELD CONDITIONS AND PROVIDE THE NECESSARY CHANGES WITHOUT COMPROMISING THE EFFICIENCY AND THEINTEGRITY OF THESE SYSTEMS.

47 FOR INTERIOR FINISH MATERIALS AND COLORS REFER TO FINISH AND COLOR SCHEDULES. THE FLAME SPREAD RATING OF INTERIOR FINISHESSHALL NOT EXCEED "75." FINISH MATERIAL SHALL BE APPROVED BY THE STATE FIRE MARSHAL, OR BUILDING OFFICIAL WITH AGENCY HAVINGJURISDICTION PRIOR TO INSTALLATION.

48 PENETRATION OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS 711AND 712.

49 WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CFC TABLE 803.3.

50 SUSPENDED CEILINGS SHALL COMPLY WITH ASTM C 635, SECTION 1616A.1.20 2013 CBC FOR HIGH SEISMIC AREAS, IR 25-1, IR 25-2.13, ANDIR 25-3.13

51 NO CUTTING, CHIPPING OR OTHER MODIFICATION OF STRUCTURE IS ALLOWED EXCEPT AS SHOWN OR BY WRITTEN DECISION OFARCHITECT.

52 CONSUMPTION OF ALCOHOLIC BEVERAGES OR USE OF CONTROLLED SUBSTANCES IS PROHIBITED ON DISTRICT PROPERTY. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR ENFORCING THIS PROHIBITION FOR EMPLOYEES, SUBCONTRACTORS AND THEIR EMPLOYEES, OROTHER PERSONS RELATED TO THE PROJECT THROUGH OR BY THE CONTRACTOR.

53 AT NO TIME DURING CONSTRUCTION AND UNDER THIS CONTRACT SHALL THE CONTRACTOR PLACE, OR CAUSE TO BE PLACED, ANYMATERIALS AND/OR EQUIPMENT, ETC., AT A LOCATION THAT WOULD IMPEDE OR IMPAIR ACCESS TO OR FROM THE PRESENT FACILITIES,WITHOUT PRIOR CLIENT APPROVAL.

54 THE CONTRACTOR SHALL EXERCISE MAXIMUM DUST AND NOISE CONTROL DURING CONSTRUCTION HOURS, AND MUST COMPLY FULLYWITH CLIENT CONSTRUCTION GUIDELINES.

55 THE WORK AREA SHALL BE CLEANED AND ALL CONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE DISPOSED OF BY THECONTRACTOR AT A LEGAL DUMP. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL LEAVE THE WORK AREA AND SITECLEAN AND IN THE SAME CONDITION AS PRIOR TO THE CONSTRUCTION OF THIS PROJECT.

56 CONTRACTOR SHALL MAKE SITE VISITS AND SURVEY EXISTING CONDITIONS DURING BID PERIOD.

57 CONTRACTOR SHALL SUBMIT THE FINAL COMPACTION REPORT(S) AND SOILS ENGINEER'S INSPECTION REPORT TO THE INSPECTOR OFRECORD PRIOR TO FOUNDATION INSPECTION BY IOR AND STRUCTURAL ENGINEER AND PRIOR TO POURING ANY CONCRETE.

58 WHERE WORK IMPACTS TURF AND PLANTED AREAS IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL LANDSCAPING AND RETURNTHE AREA TO ITS ORIGINAL CONDITION.

59 COMPENSATION INSURANCE MUST BE ON FILE BEFORE A PERMIT CAN BE ISSUED.

60 A CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY PERMIT IS REQUIRED FOR EXCAVATION FIVE OR MORE FEET IN DEPTH AND FOR THEDEMOLITION OR CONSTRUCTION OF BUILDINGS OVER 36 FEET IN HEIGHT.

61 UPON CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL FURNISH MANUFACTURER'S SAFETY DATA LITERATURE (MSDS) FOR ALLHAZARDOUS MATERIALS BROUGHT ON SITE TO PERFORM THE WORK UNDER THIS CONTRACT. WARRANTIES AND GUARANTEES SHALL ALSOBE INCLUDED WITH THIS SUBMITTAL.

62 CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR CHANGE ORDER SIGNED BYARCHITECT AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

63 A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER, AND THEDIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED INSECTION 4-342, PART1, TITLE 24, CCR. CLASS 1 INSPECTOR.

64 ALL WORK SHALL CONFORM TO 2013 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR).

20 THESE DRAWINGS WERE PREPARED IN A MANNER CONSISTENT WITH EXISTING PROFESSIONAL STANDARDS AND WITH THE UNDERSTANDINGTHAT THESE DRAWINGS WOULD BE USED SOLELY BY QUALIFIED AND EXPERIENCED CONTRACTORS AND/OR DESIGN PROFESSIONALS FORUSE IN THE CONSTRUCTION OF THIS SPECIFIC PROJECT ONLY. THE DETAILS INDICATED ON THESE PLANS REPRESENT GENERAL TYPICALDETAILS REQUIRED FOR COMMUNICATING THIS PROJECT'S DESIGN INTENT TO SUCH AND MAY NOT INCLUDE ALL THE DETAILS NECESSARY

FOR THE FINAL COMPLETION OF THIS PROJECT.

21 DETAILS MARKED TYPICAL ON DRAWINGS ARE INTENDED FOR TYPICAL CONDITIONS ON THE ENTIRE PROJECT AND ARE APPLICABLE TOAPPLY WHERE SIMILAR CONDITIONS OCCUR.

22 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER.

23 DUE TO THE DIFFICULTY OF ANTICIPATING EVERY UNSATISFACTORY CONDITION THAT MIGHT BE FOUND IN EXISTING CONSTRUCTION WHEREALTERATION, REHABILITATION OR RECONSTRUCTION WORK IS PROPOSED, THE FOLLOWING CLAUSE OR ONE OF SIMILAR MEANING SHALLBE INCLUDED IN ALL SPECIFICATIONS FOR ALTERATION, REHABILITATION OR RECONSTRUCTION PROJECTS: "THE INTENT OF THESE DRAWINGSAND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE

24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREINTHE FINISHED WORK WILL NOT COMPLY WITH TITLE-24, C.C.R., A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK WILL BESUBMITTED TO AND APPROVED BY THE ARCHITECT, THE SCHOOL DISTRICT, AND DSA BEFORE PROCEEDING WITH THE WORK.

24 THE ARCHITECT OR ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ACTION TAKEN BY ANYONE ON THE PROJECT IF THAT PERSON ISKNOWLEDGEABLE OF ANY DISCREPANCIES, OMISSIONS OR AMBIGUITY IN THE DRAWINGS OR SPECIFICATIONS UNTIL THE ARCHITECT ORENGINEER HAS BEEN NOTIFIED, HAS CORRECTED THE DISCREPANCY, OR MORE CLEARLY EXPLAINED THE INTENT OF THE DRAWINGS ORSPECIFICATIONS.

25 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT THROUGH THE CONSTRUCTION MANAGER FOR REVIEW ANDAPPROVAL. NO FABRICATION, ERECTION, OR INSTALLATION OF MATERIALS SHALL BE STARTED WITHOUT WRITTEN APPROVAL FROM THEARCHITECT.

26 THE CONTRACTOR SHALL COOPERATE WITH ALL OTHER CONTRACTORS WHO MAY BE PERFORMING WORK ON BEHALF OF THE CLIENT ANDWORKMEN WHO MAY BE EMPLOYED BY THE CLIENT ON ANY WORK IN THE VICINITY OF THE WORK TO BE DONE UNDER THIS CONTRACT;AND THE CONTRACTOR SHALL CONDUCT HIS/HER OPERATIONS AS TO INTERFERE TO THE LEAST POSSIBLE EXTENT WITH THE WORK OF OTHERSUCH CONTRACTORS OR WORKMEN.

27 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., DURING DEMOLITION ANDCONSTRUCTION, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.

28 PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SECURE THE AREA SO THAT NO UNAUTHORIZED PERSONNEL ORCHILDREN SHALL GAIN ACCESS TO THE PROJECT AREA OR PROJECT STAGING AREAS.

29 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING(S) FROM WEATHER DAMAGE DURING CONSTRUCTION.ALL DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE CLIENT AND PAID FOR BY THE CONTRACTOR.

30 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SECURING HIS/HER EQUIPMENT, SUPPLIES, TOOLS, ETC.

31 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TOPROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THEEXECUTION OF THIS WORK. ANY DAMAGE TO UTILITIES SHALL BE REPORTED TO THE CONSTRUCTION MANAGER AND CENTRAL PLANTOPERATIONS IMMEDIATELY.

32 THE CONTRACTOR SHALL SAFEGUARD THE OWNERS PROPERTY DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTYOF THE OWNER TO ORIGINAL CONDITION OR BETTER.

33 THE CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESSOTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS.

34 CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHER UNITS IN RECESSED CABINETS AS SPECIFIED BY LOCAL AUTHORITY HAVINGJURISDICTION. LOCATION AND TYPE OF UNIT WILL BE DETERMINED BY LOCAL AUTHORITY HAVING JURISDICTION. THE MAXIMUM FLOORTRAVEL DISTANCE SHALL NOT EXCEED 75 FT. TO THE NEAREST EXTINGUISHER FROM ANY POINT IN THE BUILDING WITHOUT NEEDING TO GOUP OR DOWN STAIRS.

35 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISHED SURFACES CLEAN AT THE COMPLETION OF THE WORK AND SHALLREMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY WHENEVER POSSIBLE, PREVIOUS TRENCH CUTS SHALL BE USED TOMINIMIZE PAVEMENT CUTS.

36 WORKMANSHIP SHALL BE OF THE HIGHER QUALITY AND NOT LESS THAN THE MINIMUM STANDARDS AS EXPECTED OF THE APPLICABLE TRADEOR PROFESSION, COMPLETELY FINISHED, SAFE, NEAT THROUGHOUT AND PERFORMED BY COMPETENT AND EXPERIENCED WORKMEN.CONSTANT SUPERVISION OF WORK BY CONTRACTOR SHALL BE MAINTAINED.

37 ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS FREE.

38 NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBC TABLES307.1(1) AND 307.1(2)

39 CONTRACTOR'S ACCESS SHALL BE APPROVED BY CLIENT, INCLUDING MATERIAL STORAGE AND VEHICLE PARKING. CONTRACTOR SHALLLIMIT STORAGE AND PARKING TO THE DESIGNATED AREAS.

1 ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA PLUMBING CODE,CALIFORNIA ELECTRICAL CODE, THE NFPA FIRE CODE, THE AMERICANS WITH DISABLITIES ACT (ADA), CALIFORNIA TITLE 24 PARTS 1-5,AND/OR APPLICABLE GOVERNING ORDINANCES UNLESS NOTED OTHERWISE AND SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYINGLABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPENCY OR CONFLICT OF THE CODE AND THE

DRAWING.

2 ALL CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND STANDARDS.

3 CONSTRUCTION MANAGER WILL BE RESPONSIBLE FOR THE ASSIGNMENT OF ALL WORK SHOWN IN THESE DRAWINGS AND SPECIFICATIONSTO PRIME CONTRACTORS (HEREINAFTER REFERRED TO INTERCHANGEABLY AS "CONTRACTOR OR CONTRACTORS") UNLESS SPECIFICALLYNOTED OTHERWISE.

4 THESE DRAWINGS, WHEN USED WITH THE PROJECT SPECIFICATIONS, SHALL CONSTITUTE THE SUM OF THE CONTRACT DOCUMENTS.CONTRACTOR SHALL REFERENCE ALL DRAWINGS AND SPECIFICATIONS CONCURRENTLY. DRAWINGS AND SPECIFICATIONS ARECOMPLEMENTARY AS REFERRED TO IN THE GENERAL CONDITIONS OF THE PROJECT SPECIFICATIONS.

5 CONTRACTOR SHALL NOT BREAK SETS. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, WHAT IS REQUIRED BY ANY ONE SHALL BE ASBINDING AS IF REQUIRED BY ALL.

6 DISCREPANCIES IN THE CONTRACT DOCUMENTS; IN THE EVENT OF ERROR, OMISSION, AMBIGUITY, OR CONFLICT WITHIN THE DRAWINGSAND/OR SPECIFICATIONS, THE CONTRACTOR SHALL BRING THE MATTER TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER, FORARCHITECT'S AND OWNER'S DETERMINATION AND DIRECTION IN ACCORDANCE WITH PROVISIONS OF THE GENERAL CONDITIONS.DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL NOT BE ALLOWED AS A BASIS FOR CHANGE ORDERS.

7 ALL UNDERGROUND FIRE SPRINKLER PIPING WORK AND ADJACENT SYSTEMS SHALL BE IN ACCORDANCE WITH FIRE SPRINKLER PIPINGINSPECTION CHECKLIST PER NFPA 24 (LATEST EDITION).

8 CONSTRUCTION DIMENSIONS INDICATED ARE BASED ON RECORD DRAWINGS AND GENERAL FIELD OBSERVATION. CONTRACTOR SHALLVERIFY ALL DIMENSIONS IN FIELD (REPORT ANY INCONSISTENCIES IMMEDIATELY TO THE ARCHITECT PRIOR TO CONSTRUCTION) AND MAKEALLOWANCES / TOLERANCES FOR ADJOINING / LAPPING MATERIALS PRIOR TO FABRICATION. CONFIRM WITH ARCHITECT FORSIGNIFICANT DIFFERENCES.

9 DISTRICT RECORD DRAWINGS ARE AVAILABLE FOR REVIEW. ARCHITECT AND DISTRICT MAKE NO WARRANTIES AS TO THE SUITABILITY OFRECORD DRAWINGS OR ANY PARTICULAR PURPOSE. NO WORK SHOWN ON RECORD DRAWINGS IS INCLUDED IN THE WORK OF THISCONTRACT.

10 DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. CORRECTEDDRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF SAID WORK.

11 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FORALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELDREPRESENTATIVES OF THE ARCHITECT AND ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE

CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICESPERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILEDINSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS,

WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO DURING OR AFTER COMPLETION OF CONSTRUCTION AREPERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACTDRAWINGS AND SPECIFICATIONS. BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED ASSUPERVISION OF CONSTRUCTION.

12 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK.

13 WRITTEN DIMENSIONS SHALL BE USED FOR LAY-OUT. DO NOT SCALE DRAWINGS.

14 ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF CONCRETE OR MASONRY, FACE OF FINISH WHERE NOTED, AND CENTERLINE OFCOLUMNS, UNLESS NOTED OTHERWISE. ALL DIMENSIONS NOTED AS "CLEAR" SHALL BE TO FACE OF FINISH. ALL DOOR OPENINGS AREOFFSET 4" FROM THE INSIDE CORNER U.O.N.

15 REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL ORDRAWINGS.

16 THE CONTRACTOR SHALL PROVIDE COORDINATION BETWEEN ALL SUBCONTRACTORS AND TRADES.

17 THE DRAWINGS INDICATE THE END RESULT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE JOB SITE PRIOR TO BID SUBMITTAL TODETERMINE ANY PROBLEMS HE WILL HAVE IN PERFORMING THE WORK. THE BID SHALL INCLUDE THE COST OF THE RESOLUTION OF ALLPROBLEMS.

18 ANY CONDITIONS NOT COVERED BY THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR ORDISTRICT PRIOR TO BIDDING.

19 PROVIDE ACCESSIBLE FACILITIES IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(ADA). NOTIFY IOR FOR RULING ON CONFLICT BETWEEN REGULATIONS.

APRIL 19, 2019

SOUTH ORANGE COUNTY COMMUNITY COLLEGE

CLIENT

5500 IRVINE DR. IRVINE, CA. 92618

CONTACT: Mark Schoeppner, PETEL: (949) 348-6126

T.O.B. TOP OF BEAM

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.J. TOP OF JOIST

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

T.O.R. TOP OF ROOF

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.S. TUBE STEEL

T.V. TELEVISION OUTLET

TEL. TELEPHONE

TH. THRESHOLD

THD. THREADED

THK. THICK

THRU THROUGH

TRANS. TRANSFORMER

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

UR. URINAL

V.I.F. VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

W.B. WHITEBOARD

W.H. WATER HEATER

W.I. WROUGHT IRON

W.S.P. WET STAND PIPE

W.S. WINDOW SHADE

W/C WATER CLOSET

W/O WITHOUT

WCT WAINSCOT

WD. WOOD

WT. WEIGHT

W/ WITH

YD. YARD

R.D. ROOF DRAIN

R.H. ROBE HOOK

R.O. ROUGH OPENING

RAD. RADIUS

REF REFRIGERATOR

REINF. REINFORCED

REQ'D REQUIRED

RESIL. RESILIENT

REV. REVISION

RM ROOM

S.C. SOLID CORE

S.C.D. SEAT COVER DISPENSER

S.D. SOAP DISPENSER

S.F. SQUARE FEET

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SD. SMOKE DETECTOR

SECT. SECTION

SHR. SHOWER

SHT'G. SHEATHING

SIM. SIMILAR

SL. SLOPE

SLDG. SLIDING

SPECS SPECIFICATIONS

SPKR. SPEAKER

SQ. IN. SQUARE INCHES

STC SOUND TRANSMISSION CLASS

STL. STEEL

STOR. STORAGE

STRL. STRUCTURAL

SUSP. SUSPENDED

SYM SYMMETRICAL

SYS. SYSTEM

T.B. TACKBOARD

T & G TONGUE AND GROOVE

T.O. TOP OF

(N) NEW

N.G. NATURAL GRADE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

NOM. NOMINAL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED"

O.I. ORNAMENTAL IRON

O/ OVER

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

P. LAM. PLASTIC LAMINATE

P.I.P. POURED IN PLACE

P.L. PROPERTY LINE

P.P. PIPE PENETRATION

P.T.D. PAPER TOWEL DISPENSER

PERF. PERFORATED

PERP. PERPENDICULAR

PH PANIC HARDWARE

PHS PHASE

PLAST. PLASTER

PLUMB. PLUMBING

PLYWD. PLYWOOD

PORC. PORCELAIN

PREFAB. PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTN. PARTITION

PVC POLY-VINYL CHLORIDE

Q.T. QUARRY TILE

QTY. QUANTITY

R. RISER

R.C.P. REFLECTED CEILING PLAN

HDW. HARDWARE

HGT. HEIGHT

HOR. HORIZONTAL

HVAC HEATING, VENTILATING, AND AIR CONDITIONING"

HW HOT WATER

I.D. INSIDE DIAMETER

INCL. "INCLUDE, INCLUSIVE"

INSUL. INSULATION

INT. INTERIOR

IOR INSPECTOR OF RECORD

JAN. JANITOR

JST. JOIST

KIT. KITCHEN

L.R. LIVING ROOM

LAM LAMINATE

LAV LAVATORY

LT. LIGHT

LTG. LIGHTING

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

M.O. MASONRY OPENING

MAS. MASONRY

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MFG. MANUFACTURING

MFR. MANUFACTURER

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MTL. METAL

M.D. METAL DECK

MUL MULLION

EST. ESTIMATE

EWC ELECTRIC DRINKING WATER COOLER

EXIST., (E) EXISTING

EXT. EXTERIOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

F.O. FACE OF

F.O.B. FACE OF BLOCK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUDS

F.R.P. FIBERGLASS REINFORCED PANEL

FA FIRE ALARM

FAB. FABRICATE

FD FLOOR DRAIN

FDN. FOUNDATION

FHC FIRE HOSE CABINET

FIN. FINISH

FL FLOOR

FLG. FLOORING

FLUOR. FLUORESCENT

G.I. GALVANIZED IRON

GA. GAUGE

GALV. GALVANIZED

GAR. GARAGE

GB. GRAB BAR

GL GLASS

GLB GLUE LAMINATED BEAM

GYP. BD. GYPSUM BOARD

GYP. GYPSUM

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HDBD. HARDBOARD

CL CENTERLINE

CLG. CEILING

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

CORR. CORRIDOR

CTR. CENTER

CTSK. COUNTERSUNK

D. DEEP, DEPTH

D.F. DRINKING FOUNTAIN

D.S. DOWN SPOUT

D.S.P. DRY STANDPIPE

D/W DISHWASHER

DBL. DOUBLE

DEMO DEMOLITION

DEPT. DEPARTMENT

DET. DETAIL

DIA. ( ) DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DN DOWN

DR. DOOR

E.A. EXPANSION ANCHOR

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

EA. EACH

EL ELEVATION

ELECT. "ELECTRIC, ELECTRICAL"

ELEV. ELEVATOR

EQ. EQUAL

EQUIP. EQUIPMENT

A.B. ANCHOR BOLT

A.C. ASPHALT CONCRETE

A.D. AREA DRAIN

A/C AIR CONDITIONING

ABS. ABSOLUTE

ABV. ABOVE

ACC ACCESSIBLE

ACOU. ACOUSTIC

A.C.T. ACOUSTIC TILE CEILING

ADJ. ADJUSTABLE

ADJA. ADJACENT

A.F.F. ABOVE FINISHED FLOOR

AGGR. AGGREGATE

AHU AIR HANDLER UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD. ANODIZED

APL ASSUMED PROPERTY LINE

ARCH. ARCHITECTURAL

ASPH. ASPHALT

AVG. AVERAGE

B.M. BEAM

B.O. BOTTOM OF

B.U.R. BUILT-UP ROOFING

B.O.D. BASIS OF DESIGN

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

C. B. CATCH BASIN

C. BD. CHALKBOARD

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

C.O. CLEAN OUT

C.T. CERAMIC TILE

CAB CABINET

CEM CEMENT

CER. CERAMIC

GENERAL NOTES

ABBREVIATION



PROJECT DIRECTORY

HPI ArchitectureARCHITECT


CONTACT: Julia JonesTEL: (949) 675-9442

MHP Structural EngineerSTRUCTURAL ENGINEER


CONTACT: Kenneth O'DellTEL: (949) 675-9442

SITE MAP

PROJECT DESCRIPTION

THE REPLACEMENT OF PROJECTOR AT VARIOUS BUILDINGS THROUGHOUT THE CAMPUS OF IRVINE VALLEY COLLEGE

00 - GENERAL

G1.0 TITLE SHEET

03 - ARCHITECTURAL

A1.01 SITE PLAN

A1.02 PROJECTOR DETAILS

SHEET INDEX

AUDIO VISUAL CONSULTANT

04-19-19 BID SET

04 - STRUCTURALS1.0 STRUCTURAL NOTES & ABBREVIATIONSS2.0 SECTIONS AND DETAILS


SCIENCE/CLASSROOM BUILDING• 04-108888 Construction of 1 - Science bldg., 1-C.R.Bldg., Alteration to 1 - (E) C.R. Bldg. (B-200 ScienceBldg. A#47133)#1-Certification & Close of File 6/10/2013

• 04-114960 Alterations to 1-Classroom Building B-200(A#04-108888)#1-Certification & Close of file 5/24/2017B200

B400

CLASSROOM BUILDING• 04-14978 Alterations to 1-Classroom Building B400

#1-Certification & Close of File 6/18/2018

B100

LEARNING RESOURCE CENTER• 04-100931 Alterations to: Learning ResourceCenter-Bldg (B-100)(A#43540 & A#53846Disabled Access Remodel Restrooms)#1-Certification & Close of file 4/20/2000

B300

CLASSROOMS AND LABS• 106374 Alteration to Bldg. B-300 (A-47727)

#1-Certification & Close of File 6/19/2007

SSC STUDENT SERVICES CENTER• 04-05595 Alteration to (1) Student Service Ctr.Bldg. (A# 49402)#2-Certification & Close of File Per EDU Code

17315(b) or 81147(b) 5/21/2013

GYMNASIUM• 04-106198 Alteration to Gym Building (A#55895) (NewPhotovoltaic Array On Roof)#1-Certification & Close of File 5/4/2006

PE-200

PE-100

HEALTH SERVICES• 04-114939 Alterations to 1-Gymnasium BuildingFlooring (04-106198), 1-Health Services BuildingFlooring (#53863)#1-Certification & Close of File 10/11/2017

A300

A400

A100

A200

MUSIC BUILDING• 04-109266 Alteration to 1-Music BuildingA-300 (A#-40920)#1-Certification & Close of File 9/15/2010

BSTIC

BUSINESS/TECHNOLOGY BUILDING• 04-107590 Construction of C.R. Bldg.(Business/Technology Bldg.)#1-Certification & Close of File 5/19/2010

PERFORMANCE ARTS CENTER• 04-106696 Construction of 1-PerformingArts Building#2-Certification & Close of File Per EDU

Code 17315(b) or 81147(b) 5/31/2017PAC

DSPS

TESTING CENTER• 04-116939 Construction of 1-DSPS Testing Center(Relocatable, 48x40, PC#04-114027#1-Certification & Close of File 8/17/2018

KIC

KIC BUILDINGS• 3) 04-108163 Relocation of (3) REL (24x40) CR BLDGS-A#04-103044; & Site Work

#1-Certification & Close of File 11/7/2007• 7) 04-103420 Construction of One (1) Classroom Building (Relocatable) (PC4-101243) Modified #1-Certification & Close of File 8/21/2002

• 12) 04-105046 Relocation of (1) Relocatable CR BLDG (48x60) - A#04-105015; & (1) Relocatable Toilet Bldg (12x40) - A#04-104865 #2-Certification & Close of File Per EDU Code 17315(b) or 81147(b) 10/7/2013

• 15) 04-116027 Alterations to 1-same PC (Relocatable) ramp; Relocation of 1-Classroom Building (PC Relocatable) and Ramp from Stockpile #1-Certification & Close of File 7/11/2017

LIB

CLASSROOM BUILDING• A#-45033

CLASSROOM• A#-45033

CLASSROOM BUILDING• A#4-113277

LIBRARY BUILDING• A#-60442

CAMPUS POLICE

CP-100


SHEET NUMBER

SHEET TITLE





ARCHITECT.


CHECKED BY


DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

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Project Number

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SCALE

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04-19-19 BID SET


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CHECKED BY


DRAWN BY

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PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

JA

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CONSULTANT



562.985.3200 P

MHP JN

562.985.1011 F

18-0614-00

DSA Submittal


FRAMING LUMBER:

1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, WEST COAST (WCDF) OF THE FOLLOWING MINIMUM GRADES(UNLESS NOTED OTHERWISE):A. PLATES, BLOCKING, 2x FRAMING AND 2x6 STUDS AND LARGER = No. 2B. 2x4 STUDDING = CONSTRUCTION GRADEC. BEAMS, HEADERS, POSTS AND OTHER 4X OR LARGER MEMBERS (UNO) = No. 1

2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS-1-09EXTERIOR GRADE, MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR.

3. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THESEOR.

4. MAXIMUM MOISTURE CONTENT FOR 2X FRAMING SHALL NOT EXCEED 19 PERCENT (19%) AT TIME OFCOVER-UP (COVER-UP INCLUDES APPLICATION OF PLYWOOD OR GYPBOARD). 2X FRAMING SHALL BESTAMPED “S-DRY” OR “KD”. FOR PROJECTS NOT GOVERNED BY DSA OR OSHPD, 2X FRAMING MAY BESTAMPED “S-GREEN”. MOISTURE CONTENT OF 2X FRAMING SHALL BE TESTED AND INSPECTED PER FRAMED LUMBERSPECIAL INSPECTION NOTES.

5. BOLT HOLE DIAMETER SHALL BE THE DIAMETER OF BOLT PLUS 1/16" UNLESS NOTED OTHERWISE. PROVIDE WASHERSUNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BOLTS SHALL BE RE-TIGHTENEDJUST PRIOR TO COVER-UP.

6. FRAMING HANGERS, CAPS, HOLDOWNS, POST BASES, ANCHORS, CONNECTORS, ETC., SHALL BE AS MANUFACTURED BY"SIMPSON COMPANY" OR APPROVED EQUAL TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TOINSTALLATION.

7. FASTENERS USED FOR THE ATTACHMENT OF EXTERIOR WALL COVERINGS AND/OR PRESERVATIVE-TREATED WOODMEMBERS WHERE APPLICABLE SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL (ASTM A-153),MECHANICALLY DEPOSITED ZINC-COATED STEEL (ASTM B-695), STAINLESS STEEL, SILICON BRONZE OR COPPER.

8. NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F-1667. NAILS SHALL BE COMMON WIRE (UNO) AND THENUMBER OF NAILS CONNECTING WOOD MEMBERS SHALL BE PER THE PLANS AND DETAILS BUT NOT LESS THAN THEAMOUNTS SET FORTH IN TYPICAL WOOD FASTENING SCHEDULE IN THE DRAWINGS. GALVANIZED COMMON NAILS SHALLBE USED FOR ALL EXPOSED EXTERIOR WOOD. COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONS OF NAILPROPERTIES SCHEDULE BELOW:

9. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTEDAPPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END.

10. PRE-DRILL ALL LAG SCREW HOLES WITH DIAMETER (D) FOR UNTHREADED SHANK, 40% TO 70% OF D FOR THREADEDPORTION. THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH AWRENCH, NOT BY DRIVING WITH A HAMMER. PROVIDE SOAP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TOFACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREWS OR WOOD SCREWS.

NAIL PROPERTIES SCHEDULE

DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER

6d 2" 0.113" 0.266"

8d 2 1/2" 0.131" 0.281"

10d 3" 0.148" 0.312"

12d 3 1/4" 0.148" 0.312"

16d 3 1/2" 0.162" 0.344"

20d 4" 0.192" 0.406"

NOTE: 10d COMMON SHORT (2 1/8" LONG) MAY BE USED AT 1/2" AND THINNERPLYWOOD IN LIEU OF 10d COMMON (3") OR 8d COMMON (2 1/2" LONG). NAILINGSHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD. IF PNEUMATIC GUNSARE USED, THEY SHALL BE ADJUSTED TO SATISFY THE ABOVE CRITERIA.

POST-INSTALLED ANCHORS:

1. POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS (INCLUDING THREADED ROD ORREINFORCING BARS) INSTALLED INTO HARDENED CONCRETE OR MASONRY EXCEPT FOR POWDER DRIVENFASTENERS, AS APPLICABLE, SEE POWDER DRIVEN FASTENER GENERAL NOTES FOR MORE INFORMATION.

2. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT,AND SHALL BE INSTALLED BY PERSONNEL TRAINED TO INSTALL THE TYPE OF POST-INSTALLED ANCHOR BEINGINSTALLED.

3. LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXISTING REINFORCING SHALLNOT BE CUT OR DAMAGED.

4. HOLES FOR INSTALLATION OF THE POST-INSTALLED ANCHOR SHALL BE DRILLED USING A DRILL THAT HAS ACARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI B212.15. A REBAR CUTTING DRILL BIT IS NOT ALLOWED.

5. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FORPOST-INSTALLED ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S RECOMMENDATIONS,AND QUALIFYING (ICC) TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING, OVALING, AND/OR BLOW-OUTTHROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING, OVALING, AND/OR BLOW-OUT OCCURS, THEEMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED. ADDITIONAL DRILLING SHALL NOT BE RESUMEDUNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE COST OF ALL SUCH REPAIRS. WHEN RESUMING DRILLING, THE CONTRACTOR SHALL MODIFY THE PROCEDURES ASNECESSARY TO PREVENT FURTHER DAMAGE.

6. HOLES SHALL BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'SBLOW-OUT BULB (AS PER MANUFACTURER'S RECOMMENDATIONS) AS REQUIRED TO REMOVE PARTICULATE DEBRISAND TO ACHIEVE A RELATIVELY DUST-FREE SURFACE.

7. OIL, SCALE, AND RUST SHALL BE REMOVED FROM THE POST-INSTALLED ANCHOR AND HOLES SHALL BE DRY, PRIOR TOINSTALLATION.

8. THE EFFECTIVE EMBEDMENT DEPTH FOR POST INSTALLED ANCHORS SHALL BE AS NOTED ON THE DETAILS. FOREXPANSION ANCHORS, REFER TO THE APPLICABLE EVALUATION REPORT FOR THE CORRESPONDING MINIMUM HOLEDEPTH AND NOMINAL EMBEDMENT.

9. APPROVED EXPANSION ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS:A. CONCRETE NOT EXPOSED TO WEATHER:

§ HILTI KWIK BOLT-TZ ANCHORS ESR-1917B. CONCRETE EXPOSED TO WEATHER:

§ STAINLESS STEEL HILTI KWIK BOLT-TZ ANCHORS ESR-1917

10. WHERE APPLICABLE, EXPANSION ANCHORS SHALL BE INSTALLED WITH THE MINIMUM TORQUE, USING A CALIBRATEDTORQUE WRENCH. WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN THE SPECIFIED TORQUE WITHIN ONE HALF TURNOF THE NUT, EXCEPT 3/8” DIAMETER WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONEQUARTER TURN OF THE NUT.

11. INSTALLATION TORQUES FOR EXPANSION ANCHORS SHALL BE AS NOTED BELOW:

12. APPROVED SCREW ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS:A. CONCRETE:

§ HILTI KWIK HUS-EZ OR EZ1 ANCHORS ESR-3027

HILTI KB-TZINSTALLATION TORQUE LOADS

NOMINAL ANCHORDIAMETER

REQUIREDTORQUE

(FT-LB) INCONCRETE

3/8" 25

1/2" 40

5/8" 60

3/4" 110

SYMBOLS# POUND, NUMBER, QUANTITY@ AT< LESS THAN> GREATER THAN± PLUS OR MINUS° DEGREEØ DIAMETER

ABBREVIATIONSAB ANCHOR BOLTABV ABOVEADDL ADDITIONALADJ ADJACENTALT ALTERNATEANCH ANCHOR, ANCHORAGEAPPROX APPROXIMATE, APPROXIMATELYARCH ARCHITECT, ARCHITECTURAL

BEL BELOWBLDG BUILDINGBLKG BLOCKING, BLOCKBM BEAMBOT BOTTOMB/O BOTTOM OFBTWN BETWEEN

CALCS CALCULATIONSCFRP CARBON FIBER REINFORCED POLYMERCG CENTER OF GRAVITYCL CENTERLINECLR CLEAR, CLEARANCECMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECT, CONNECTIONCONT CONTINUOUSCOORD COORDINATECTR CENTER

db BAR DIAMETER (REBAR)DBL DOUBLEDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIST DISTANCEDWG DRAWING

(E) EXISTINGEA EACHEF EACH FACEELEC ELECTRICALEMBED EMBED, EMBEDDED, EMBEDMENTEOR ENGINEER OF RECORDEQ EQUAL, EQUALLYEQUIP EQUIPMENTEW EACH WAYEXP EXPANSIONEXT EXTERIOR

FDN FOUNDATIONFIN FINISHF/O FACE OFFTG FOOTINGFTR FULLY-THREADED ROD

GA GAUGEGALV GALVANIZEGC GENERAL CONTRACTOR

HEX HEXAGONALHGR HANGERHT HEIGHTHORIZ HORIZONTAL

I/F INSIDE FACEID INSIDE DIAMETERINFO INFORMATIONIOR INSPECTOR OF RECORD

K KIPS (1000#)KB3 HILTI KWIK BOLT 3 (ANCHOR)KB-TZ HILTI KWIK BOLT TZ (ANCHOR)KSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCH

LBS POUNDSld DEVELOPMENT LENGTHldh HOOK DEVELOPMENT LENGTHLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOCS LOCATIONSLONG LONGITUDINALls LAP SPLICE LENGTHLVL LAMINATED VENEER LUMBERLTWT LIGHT-WEIGHTLWT LIGHT-WEIGHT

MANUF MANUFACTURERMAX MAXIMUMMECH MECHANICALMHP MHP STRUCTURAL ENGINEERSMID MIDDLEMIN MINIMUM

(N) NEWN/A NOT APPLICABLENTS NOT TO SCALENWT NORMAL-WEIGHT

O/F OUTSIDE FACEOC ON CENTEROH OPPOSITE HANDOP OPERATINGOPNG OPENINGOPP OPPOSITE

PARA PARALLELPERP PERPENDICULARPL PLATE, PROPERTY LINEPLF POUNDS PER LINEAR FOOTPLY PLYWOODPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSL PARALLAM

QTY QUANTITY

REINF REINFORCINGREQD REQUIRE, REQUIREDRM ROOM

SCHED SCHEDULESEOR STRUCTURAL ENGINEER OF RECORDSIM SIMILARSMS SHEET METAL SCREWSOG SLAB-ON-GRADESPA SPACED, SPACINGSPCS SPACESSQ SQUARESS STAINLESS STEELSTAGG STAGGERSTD STANDARDSTIFF STIFFEN, STIFFENERSTIRR STIRRUPSTL STEELSTRUC STRUCTURALSYM SYMMETRICAL

T&B TOP & BOTTOMTHK THICK, THICKNESSTHRU THROUGHT/O TOP OFTRANS TRANSVERSETYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICALVIF VERIFY IN FIELD

W/ WITHW/O WITHOUTWP WORK POINTWT WEIGHT

STRUCTURAL STEEL SHAPESCx STANDARD CHANNELHSS HOLLOW STRUCTURAL SECTIONSLx ANGLEMCx MISCELLANEOUS CHANNELMx M SHAPESSTD PIPE STANDARD PIPESx S SHAPESWTx, STx STRUCTURAL TEESWx W SHAPESX-STRG EXTRA STRONG PIPEXX-STRG DBL EXTRA STRONG PIPE

ABBREVIATIONS:

CODES/INSTITUTIONS/ASSOCIATIONSACI AMERICAN CONCRETE INSTITUTEAF&PA (NDS) AMERICAN FOREST & PAPER ASSOCIATION (NDS)AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISI AMERICAN IRON AND STEEL INSTITUTEAPA-EWA APA-ENGINEERED WOOD ASSOCIATIONASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSAWS AMERICAN WELDING SOCIETYCBC CALIFORNIA BUILDING CODECRSI CONCRETE REINFORCING STEEL INSTITUTEDSA DIVISION OF THE STATE ARCHITECTIBC INTERNATIONAL BUILDING CODENDS NATIONAL DESIGN SPECIFICATIONSOSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTSDI STEEL DECK INSTITUTESJI STEEL JOIST INSTITUTESSMA STEEL STUD MANUFACTURERS ASSOCIATION

GENERAL STRUCTURAL NOTES:

DESIGN CRITERIA:CODE OF RECORD: 2016 EDITION, CALIFORNIA BUILDING CODE

DESIGN LOADS:ANALYSIS PROCEDURE SEISMIC DESIGN FOR NONSTRUCTURAL COMPONENTS

(ASCE 7-10, CHAPTER 13)RISK CATEGORY IIISEISMIC SITE CLASS DSEISMIC DESIGN CATEGORY DSPECTRAL RESPONSE ACCELERATIONS SS = 1.515g, SDS = 1.01 gSEISMIC IMPORTANCE FACTOR, Ip 1.0

COMMUNICATION EQUIPMENT, COMPUTERS, INSTRUMENTATION, AND CONTROLS:COMPONENT AMPLIFICATION FACTOR aP = 1.0COMPONENT RESPONSE MODIFICATION FACTOR RP = 2.5OVERSTRENGTH FACTOR Ω0 = 2.5

1. GOVERNING CODE AUTHORITY FOR THIS PROJECT: DIVISION OF THE STATE ARCHITECT (DSA) AND IS REFERRED TOAS “THE GOVERNING AGENCY” IN THESE AND OTHER STRUCTURAL NOTES SECTIONS.

2. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB, EXCEPT WHERE THEY MAY DIFFERWITH DETAILS AND NOTES ON OTHER SHEETS, IN WHICH CASE THE DETAILS AND NOTES ON OTHER SHEETS SHALLGOVERN. DETAIL MARKS WITH "SIM" NOTED INDICATES THAT DETAIL CONTAINS MODIFIED INFORMATION APPLICABLE TOTHE CONDITION REFERENCED.

3. DO NOT INSERT MECHANICAL, ELECTRICAL OR PLUMBING (MEP) SLEEVES, PIPES OR CONDUIT IN CONCRETE WITHOUTPRIOR APPROVAL OF THE SEOR, TYPICAL UNLESS NOTED OTHERWISE ON PLAN.

4. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONSSHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALLDIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE SEOR AND SHALLBE RESOLVED PRIOR TO PROCEEDING WITH THE WORK.

6. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENTKNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE REPORTED TO THE SEOR SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OFCONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THEMETHOD OR SEQUENCE OF CONSTRUCTION, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL SUPERVISE ANDDIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, SHORING AND LAYDOWN OFCONSTRUCTION MATERIALS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING, INCLUDING LOADING FROMEQUIPMENT SUCH AS SKIP LOADERS, SCISSOR LIFTS, ETC., ON ALL PORTIONS OF THE STRUCTURE, WHETHERELEVATED OR ON-GRADE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH-OF-TRAVEL FOR MOVINGPERMANENT EQUIPMENT TO ITS FINAL LOCATION; INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THEEQUIPMENT IS INSTALLED. THE CONTRACTOR MAY USE THE “DESIGN LOADS” INFORMATION PROVIDED ABOVE WHENCONSIDERING TEMPORARY CONSTRUCTION LOADING CONDITIONS.

9. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/SEOR SHALL NOT INCLUDEINSPECTIONS OF THE PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICESPERFORMED BY THE ARCHITECT/SEOR DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS ANDDETAILED SPECIAL INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICESPERFORMED BY THE ARCHITECT/SEOR, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO,DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING INQUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEECONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

10. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS.

11. WHEN THE ALLOWANCE FOR SUBSTITUTION OF A SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED ON THEDESIGN DRAWINGS BY THE USE OF THE WORDS "OR APPROVED EQUAL", APPROVAL SHALL BE OBTAINED FROM THESEOR AND THE GOVERNING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL ORPRODUCT.

12. DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS.

13. IN ADDITION TO THE INSPECTION PROVIDED BY INSPECTOR OF RECORD (IOR), OR WHERE THE IOR CANNOT PERFORMCONTINUOUS SPECIAL INSPECTIONS, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALLPROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION WHEN SO SPECIFIED ON THE CONTRACT DRAWINGS ANDSPECIFICATIONS FOR CERTAIN TYPES OF WORK. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALLDEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE GOVERNING AGENCY, FOR INSPECTION OF THEPARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTORSHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS. THESPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE SEOR AND TO THE GOVERNING AGENCY. ALLDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IFUNCORRECTED, TO THE SEOR AND TO THE GOVERNING AGENCY. THE SPECIAL INSPECTOR SHALL SUBMIT A FINALSIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF HISKNOWLEDGE, IN CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS AND THE APPLICABLEWORKMANSHIP PROVISION OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED ON THE PLANS OR IN THEPROJECT SPECIFICATIONS.

14. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER (BEAM, COLUMN, SHEARWALL, GRADEBEAM, ETC.) SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR AUTHORIZATION FROM THE SEOR AND THEGOVERNING AGENCY.

15. DIMENSIONS OF EQUIPMENT ANCHOR/ MOUNTING LOCATIONS SHOWN ON PLANS AND/OR DETAILS ARE TO BECOORDINATED WITH ACTUAL EQUIPMENT TO BE INSTALLED. CONTRACTOR TO VERIFY THE EXACT SIZE AND LOCATIONOF ALL EQUIPMENT ANCHOR/ MOUNTING HOLES PRIOR TO INSTALLATION. WHERE ACTUAL EQUIPMENT DIMENSIONS DONOT FALL WITHIN THE MINIMUM OR MAXIMUM DIMENSIONS PROVIDED ON PLANS AND/OR DETAILS, NOTIFY SEOR ANDAWAIT DIRECTION PRIOR TO PROCEEDING WITH WORK.

16. ALL FINISHES SHALL BE RETURNED TO PRE-WORK CONDITION IF IMPACTED. CONTRACTOR TO DOCUMENT ANY EXISTINGDAMAGE TO FINISH CONDITION PRIOR TO COMMENCEMENT OF WORK.

STRUT FRAMING SYSTEM (UNISTRUT):

1. ALL CHANNELS, BRACKETS AND FASTENERS SHOWN IN SECTIONS DETAILS AND NOTED AS “P####” ARE BYUNISTRUT. SIMILAR CHANNELS, BRACKETS AND FASTENERS (SAME SIZE, MATERIAL, GAGE, TYPE, AND WELDS) BY OTHERMANUFACTURER'S INCLUDING POWERSTRUT, B-LINE OR NU-STRUT MAY BE SUBSTITUTED; HOWEVER, DO NOT MIXCOMPONENTS FROM DIFFERENT MANUFACTURERS.

2. STRUT SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

3. ALL CHANNELS SHALL HAVE PRE-PUNCHED HOLES WITH A WIDTH OF 9/16” AND LENGTH OF 1 1/8” UNLESS NOTEDAS “UNPUNCHED”. CHANNELS NOTED AS “UNPUNCHED” SHALL BE SOLID AND HAVE NO PRE-PUNCHED HOLES.

4. ALL STRUT CONNECTIONS WITH SPRING NUTS SHALL BE ATTACHED TO THE OPEN FACE OF THE CHANNEL UNLESS NOTEDOTHERWISE. DO NOT INSTALL BOLTS THROUGH SLOTTED HOLES IN THE BACK OF THE CHANNELS UNLESS SPECIFICALLYNOTED ON THE DETAILS.

5. ALL BOLTS INTO SPRING NUTS SHALL MEET THE FOLLOWING TORQUE REQUIREMENTS:· 3/8” DIAMETER 19 FT-LBS· 7/16” DIAMETER 35 FT-LBS· 1/2” DIAMETER 50 FT-LBS· 3/4" DIAMETER 125 FT-LBS

6. ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL CONFORMING TO ASTM A-1011 SS GR33.

7. ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A-575, A-576, A-635 OR A-36.

8. ALL CHANNEL NUTS SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A-1011 SS GR 45. ALL SCREWS SHALLCONFORM TO ASTM A-307. ALL NUTS AND HARDWARE SHALL BE ELECTRO-GALVANIZED IN CONFORMANCE WITH ASTMB-633 TYPE III SC1.

9. ALL SCREWS AND BOLTS SHALL BE FABRICATED FROM STEEL CONFORMING TO SAE J429 GRADE 2 OR ASTM A-307. ALLTHREADED RODS SHALL CONFORM TO ASTM A-36.

10. USE 1/2” DIAMETER MACHINE BOLTS OR SCREWS AT STRUT CONNECTIONS UNLESS NOTED OTHERWISE.

STEEL STUDS:

1. ALL LIGHT GAUGE FRAMING MEMBERS, INCLUDING BUT NOT LIMITED TO, STUDS, TRACKS, BRIDGING, HEADERS ANDBRACING OF THE TYPE AND SIZE SHOWN ON THE PLANS AND SPECIFICATIONS SHALL CONFORM TO STEEL STUDMANUFACTURER'S ASSOCIATION (SSMA, ESR-3064P).

A. MEMBER DESIGNATION SHALL BE AS FOLLOWS:

EXAMPLE:600S162-54 = 6" STUD WITH 1 5/8" FLANGE, THICKNESS OF 54 MILS (16 GAUGE).

B. MATERIAL THICKNESS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

C. STUD AND JOIST SECTIONS SHALL HAVE THE FOLLOWING FLANGE TIP STIFFENERS (STIFFENING LIP LENGTH):

2. ALL 12, 14 AND 16 GAUGE COMPONENTS SHALL BE MADE FROM COLD-FORMED SHEET OR STRIP STEEL CONFORMING TOASTM A1003 GRADE 50 OR HOT ROLLED STEEL CONFORMING TO ASTM A1011 GRADE 50, AND ALL 18 GAUGE AND LIGHTERCOMPONENTS SHALL BE MADE FROM COLD-FORMED SHEET OR STRIP STEEL CONFORMING TO ASTM A1003 GRADE 33.

3. STRUCTURAL STEEL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AS REQUIRED TO FIT NEATLY AGAINSTABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY FASTENED.

4. SPLICES IN AXIAL LOADED (i.e. LOAD BEARING) STUDS SHALL NOT BE PERMITTED.

5. TRACKS SHALL BE OF SAME GAGE AS STUDS, UNLESS NOTED OTHERWISE.

6. ALL STEEL STUDS SHALL HAVE A MINIMUM 1 5/8" FLANGE, UNLESS NOTED OTHERWISE.

7. PROVIDE APPROVED COVERINGS ON EACH SIDE OF STUDS AND JOISTS, OR PROVIDE ADEQUATE BRACING OR BLOCKINGAT @ 4'-0"OC PER MANUFACTURER'S INSTRUCTIONS.

8. ALL SHEET METAL SCREWS SHALL COMPLY WITH ASTM C 1513-10, ASME B18.6.4-98 (R2005) AND ICC ES AC 118.PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.

9. PROVIDE THE FOLLOWING MINIMUM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLAN OR DETAIL:A. ALL STUD TO STUD OR BULKHEAD STUD TO CEILING TRACK CONNECTION SHALL HAVE A MINIMUM OF FOUR (4) #10

SHEET METAL SCREWS, UNLESS NOTED OTHERWISE.B. ALL DIAGONAL STUD BRACE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) #10 SHEET METAL SCREWS TO EACH

STUD, UNLESS NOTED OTHERWISE.C. ALL STUD TO FLOOR TRACK CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) #10 SHEET METAL SCREWS TO EACH

STUD, UNLESS NOTED OTHERWISE.D. RUNNER TRACK TO CONCRETE OR CONCRETE MASONRY SHALL HAVE TWO (2) HILTI X-u (1 1/2" MIN EMBEDMENT) @

16"OC (ESR-2269), UNLESS NOTED OTHERWISE.E. RUNNER TRACK TO STEEL FRAMING SHALL HAVE 1/8" x2" LONG FILLET WELDS @ 6"OC, UNLESS NOTED OTHERWISE.F. ALL DOUBLE STUDS SHALL BE BACK-TO-BACK AND HAVE TWO (2) ROWS OF #10 SHEET METAL SCREWS @ 12"OC,

UNLESS NOTED OTHERWISE. ROWS SHALL BE LOCATED 1 1/4" FROM EACH FLANGE.

9. ALL LIGHT GAGE WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES.

MATERIAL THICKNESSDESIGNATION MINIMUM THICKNESS GAUGE

33 .0346 2043 .0451 1854 .0566 1668 .0713 1497 .1017 12

MEMBER DEPTH IN 100TH'S OF AN INCH

FLANGE WIDTH IN 100TH'S OF AN INCH

MEMBER DESIGNATION (S=STUD OR JOIST, T=TRACK)MATERIAL THICKNESS IN MILS

S600 -162 54

STIFFENER TABLESECTION FLANGE LENGTH LIP LENGTH

S125 1 1/4" 3/16"S137 1 3/8" 3/8"S162 1 5/8" 1/2"S200 2" 5/8"S250 2 1/2" 5/8"

STRUCTURAL AND MISCELLANEOUS STEEL:

1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISCSPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC 360),LATEST EDITION, AND SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS (AISC 341) LATEST EDITION.

2. ALL WELDING SHALL COMPLY WITH AWS SPECIFICATION D1.1/D1.1M. WELDING ON PARTS OF THE SEISMIC FORCERESISTING SYSTEM (SFRS) SHALL ALSO CONFORM TO AWS D1.8/D1.8M. WELDING SHALL BE PERFORMED BY WELDERSCERTIFIED FOR THE TYPE OF WELDING TO BE PERFORMED.

3. WELDING PROCEDURE SPECIFICATIONS (WPS) SHALL BE SUBMITTED FOR REVIEW FOR EACH WELD TYPE, WELDINGPROCESS, WELDING ELECTRODE CLASSIFICATION AND/OR BASE MATERIAL (WHERE ASTM GRADE OR ALLOY VARIES)SHOWN ON THE DRAWINGS IN CONFORMANCE WITH AWS D1.1/D1.1M, D1.4/D1.4M AND D1.8/D1.8M AS APPLICABLE. EACHWPS SHALL BE RECORDED ON FORMS RECOMMENDED BY THE APPLICABLE AWS STANDARD AND SHALL BE REVIEWED BYAN AWS SCWI CERTIFIED INSPECTOR AND SUBMITTED TO THE SEOR AND, IF THE PROJECT IS GOVERNED BY DSA OROSHPD, THE INSPECTOR OF RECORD (IOR) FOR REVIEW. IF A WELD ASSEMBLY NOTED ON PLANS DOES NOT FALL WITHINTHE PREQUALIFIED CRITERIA, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WELDING PROCEDUREQUALIFICATION RECORD FOR THE SPECIFIED WELD AS PART OF THE WPS SUBMITTAL.

4. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION (UNLESS NOTEDOTHERWISE):A. WIDE FLANGE SECTIONS (W,WT) ASTM A-992 FY=50KSIB. CHANNELS AND MISC SHAPES (C,MC,S,M) ASTM A-36 FY=36KSIC. ANGLES AND PLATES ASTM A-36 FY=36KSID. PIPE (STD,X-STRG,XX-STRG) ASTM A-53 TYPE E, GR B FY=35KSIE. HSS TUBE (SQ,RECTANG) ASTM A-500, GR C FY=50KSI

SULFUR CONTENT SHALL BE LESS THAN OR EQUAL TO 0.05%F. HSS TUBE (ROUND) ASTM A-500, GR C FY=46KSI

SULFUR CONTENT SHALL BE LESS THAN OR EQUAL TO 0.05%

5. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TOFABRICATION AND ERECTION, IN ACCORDANCE WITH NOTE 12 OF GENERAL STRUCTURAL NOTES.

6. WHEN FABRICATING BEAMS PLACE NATURAL CAMBER UP. A TOLERANCE OF + 0, -1/4 INCH MAY BE APPLIED TO ALLSPECIFIED CAMBERS.

7. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE, AND OIL.

8. ALL STEEL EXPOSED TO MOISTURE OR WEATHER SHALL BE HOT-DIPPED GALVANIZED, UNLESS NOTED OTHERWISE.GALVANIZING SHALL BE IN CONFORMANCE WITH ASTM A123 AND A153. REPAIR GALVANIZING AFTER WELDING SHALL BE INACCORDANCE WITH ASTM A780.

9. HOT-DIP GALVANIZE OR PROVIDE THREE-INCH (3") MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL STEEL BELOWGRADE.

10. SEE ARCHITECTURAL DRAWINGS FOR PAINTING OF STRUCTURAL STEEL. STRUCTURAL STEEL EMBEDDED IN CONCRETEOR MASONRY SHALL BE UNPAINTED.

11. WHERE CARBON STEEL IS IN CONTACT WITH STAINLESS STEEL OR WHERE EITHER CARBON OR STAINLESS STEEL IS INCONTACT WITH ALUMINUM, PHENOLIC SHIM OR BREAK SHALL BE INSTALLED TO SEPARATE DISSIMILAR METALS.

12. BOLTS, THREADED RODS, AND WASHERS SHALL CONFORM TO THE FOLLOWING, UNO:A. MACHINE BOLTS ASTM A-307B. HIGH STRENGTH BOLTS ASTM A-325-N OR A-490C. THREADED RODS, UNO ASTM A-36D. WELDED HEADED STUDS ASTM A-108, GRADE 1010-1020E. WASHERS ASTM F-436F. WASHERS AT NON-SEISMIC/WIND-RESISTING-FRAME COLUMNS

WHERE HOLES AT COLUMN BASE PLATE ARE OVER-SIZED, ONLYWHEN REQUESTED BY CONTRACTOR AND APPROVED BY SEOR: ASTM F-436 5/16” THICK

G. ANCHOR BOLTS IN CONCRETE OR MASONRY ASTM F-1554, GR 36H. HIGH STRENGTH ANCHOR BOLTS IN CONCRETE ASTM F-1554, GR 105

13. ANCHOR BOLTS SHALL BE HEADED. J-BOLTS SHALL NOT BE USED.

14. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4” DIAMETER BOLTS UNLESS SHOWN OTHERWISE.

15. UNLESS NOTED OTHERWISE, BOLTS SHALL BE INSTALLED "SNUG TIGHT". THE SNUG TIGHT CONDITION IS DEFINED AS THETIGHTNESS THAT EXISTS WHEN ALL PLIES OF THE JOINT ARE IN FIRM CONTACT. BOLTS OF SLOTTED CONNECTIONSSHALL BE INSTALLED "HAND TIGHT" ONLY, WITH THREADS SPOILED. THE HAND TIGHT CONDITION IS DEFINED AS THETIGHTNESS THAT EXISTS WHEN THE WASHER AND BOLT HEAD ARE BROUGHT INTO FULL CONTACT WITH WEB OR SHEARTAB WITH A SPUD WRENCH AND THE NUT IS THEN BACKED OFF ONE QUARTER OF A TURN. WHERE SLOTTEDCONNECTIONS ARE INDICATED, THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE. BOLTS INDICATED ASSLIP-CRITICAL SHALL BE PRE-TENSIONED PER SECTION 8.2 OF SPECIFICATION FOR STRUCTURAL JOINTS USINGHIGH-STRENGTH BOLTS.

16. HOLES FOR BOLTED CONNECTIONS AND ANCHOR BOLTS SHALL BE AISC “STANDARD” HOLES LIMITED TO 1/16-INCHLARGER IN DIAMETER THAN NOMINAL BOLT DIAMETER FOR 7/8-INCH DIAMETER BOLTS AND SMALLER, AND 1/8-INCHLARGER IN DIAMETER THAN NOMINAL BOLT DIAMETER FOR 1-INCH AND LARGER BOLTS, UNLESS NOTED OTHERWISE.OVERSIZED AND SLOTTED HOLES REQUIRE THE APPROVAL OF THE SEOR, UNLESS SPECIFICALLY DETAILED ON THEAPPROVED DRAWINGS.

17. PROVIDE BEVELED WASHERS WHERE JOINT FACE SLOPE IS GREATER THAN 1:20.

18. SEE CONCRETE GENERAL NOTES FOR NON-SHRINK GROUT SPECIFICATIONS.

19. FLANGE STIFFENER PLATES SHALL BE ORIENTED SO THAT ROLLING DIRECTION OF PLATE IS PARALLEL WITH DIRECTIONOF PRINCIPLE STRESS.

20. ALL STRUCTURAL STEEL WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES.

21. WHERE FILLET WELD SYMBOL IS SHOWN WITHOUT INDICATION OF THROAT SIZE, USE MINIMUM SIZE WELDS AS SPECIFIEDBELOW:

22. WHERE LENGTH OF WELD IS NOT INDICATED, WELD SHALL BE FULL LENGTH OF JOINT.

23. ALL COMPLETE- AND PARTIAL-JOINT-PENETRATION GROOVE WELDS SHALL BE PERFORMED USING "INNERSHIELD" AND"ML-2" SEMI-AUTOMATIC EQUIPMENT.

24. ALL WELDS USED IN MEMBERS THAT ARE PART OF THE SEISMIC LATERAL RESISTING SYSTEM AND DESIGNATED WITH (S),THEIR CONNECTIONS AND INSPECTIONS THEREOF SHALL BE COMPLETED PER REQUIREMENTS SPECIFIED IN AWS D1.8.

25. ALL WELDS TO BE PERFORMED ON ELEMENTS OF THE SEISMIC LATERAL-RESISTING SYSTEM SHALL BE MADE WITH FILLERMETAL CAPABLE OF PROVIDING A MINIMUM CHARPY V NOTCH (CVN) TOUGHNESS OF 20 FOOT-POUNDS AT A MAXIMUMTEMPERATURE OF 0 DEGREES FAHRENHEIT (-18°C). WELDS DESIGNATED AS DEMAND CRITICAL WELDS (DCW) SHALL, INADDITION, BE CAPABLE OF PROVIDING A MINIMUM (CVN) TOUGHNESS OF 40 FOOT-POUNDS AT A MAXIMUMTEMPERATURE OF 70 DEGREES FAHRENHEIT (20°C).

26. FOR GIRDER-TO-COLUMN CONNECTIONS THAT REQUIRE COMPLETE-JOINT-PENETRATION WELDS, THE BOLTSCONNECTING THE GIRDER WEB TO COLUMN SHEAR PLATE SHALL BE FULLY TORQUED BEFORE THE GROOVE WELDS ARECOMPLETED.

27. THE FIELD WELDING SEQUENCE FOR MULTIPLE BAY SEISMIC/WIND FORCE RESISTING SYSTEM FRAME BEAM-TO-COLUMNAND BRACE-TO-GUSSET CONNECTIONS SHALL START FROM INTERIOR COLUMNS AND PROGRESS OUTWARD TOEXTERIOR COLUMNS.

28. SEE SPECIAL INSPECTION AND TESTING NOTES FOR INSPECTION AND TESTING REQUIREMENTS.

TABLE J2.4MINIMUM SIZE OF FILLET WELDS

MATERIAL THICKNESS OFTHINNER PART JOINED

MINIMUM SIZE OFFILLET WELD

TO 1/4" (6MM) INCLUSIVE 1/8" (3MM)

OVER 1/4" (6MM) TO 1/2" (13MM) 3/16" (5MM)

OVER 1/2" (13MM) TO 3/4" (19MM) 1/4" (6MM)

OVER 3/4" (19MM) 5/16" (8MM)

STRUCTURAL NOTES

AND ABBREVIATIONS

S1.0

04-19-19 BID SET

PROJECT TITLE





SCALE: S2.0TYPICAL STEEL TRACK BACKING 13

NONE

1"MIN

TYP

6" MIN

600T200-54 (6" x16GA MIN)BACKING (RUN PAST 3 STUDSMIN AND AT LEAST 1 STUD EASIDE OF CONNECTION POINT),COPE FLANGES AT STUDS

(3)-#10 SMS ATEA STUD

CONNECTION POINT (SMS)PER DETAIL (LOCATIONSVARY PER CONFIG OFATTACHED ACCESSORIES)

STEEL STUD PERPLAN OR FRAMINGELEV, TYP

NOTE:DO NOT CUT OR NOTCHBACKING EXCEPT AS SHOWN.

SCALE: S2.0DIAGONAL BRACE TOP CONNECTIONS 10

NONE

SCALE: S2.0WIRE HANGER TOP CONNECTIONS 11

NONE

SCALE: S2.0COMPRESSION STRUT TOP CONNECTIONS 12

NONE

3x3x16GA x0'-3"LONG BENT PLATEW/ SHOT PIN

(E) CONC PAN JOIST

6" MIN

4" MIN

2" MIN10" MAX

2"MINTYP

1 1/4"MINTYP


P1000 W/ (2)-3/8"Ø HILTIKB-TZ (2" EMBED)

UNISTRUT P1843 W/ 1/2"ØBOLTS & SPRING NUTS(P1010) INTO BRACE

CONDITION 1WIRE OR CABLE BRACE TO CONCRETE PAN JOIST


CONDITION 2WIRE OR CABLE BRACE TO CONCRETE FILLED METAL DECK



6"MIN


CONDITION 1HANGER WIRE TO CONCRETE SLAB OR PAN JOIST

1/2"MAX



2"

1"


CONDITION 2COMPRESSION STRUT TO CONCRETE FILLED METAL DECK



6"MIN


2"

1"



CONDITION 1COMPRESSION STRUT TO CONCRETE SLAB OR PAN JOIST


L1 1/2 x1 1/2 x12GAW/ (2)-3/8"Ø HILTIKB-TZ (2" EMBED)

EQ EQ

3 7/8"MIN

EQTYP

EQTYP

3 7/8"MIN

(2)-#10 SMS





CONDITION 2HANGER WIRE TO CONCRETE FILLED METAL DECK

1/2"MAX


EQ EQ

3 7/8"MIN



(E) CONC SLAB

3x3x16GA x0'-3" LONGBENT PLATE W/ 5/8"Ø HILTIKB-TZ (2" MIN EMBED)

6"MIN


CONDITION 4WIRE OR CABLE BRACE TO CONCRETE SLAB

3" MAX




(E) 2x (MIN) JOIST


(E) 2x (MIN)JOIST



2x MIN BLOCKW/ SIMP S35 EASIDE, EA END


CONDITION 3WIRE OR CABLE BRACE TO WOOD FRAMING


EQEQ

(E) 2x (MIN) JOIST

1/4"Ø SCREW EYE W/FULL THREAD EMBED(1 1/2" MIN)

CONDITION 3HANGER WIRE TO WOOD FRAMING


EQEQ


(E) 2x (MIN) JOIST

2"CUT FLANGES &BEND AS SHOWN


1/4"Ø LAG SCREW(1 1/2" MIN PEN)

CHIEF MODEL WM210AUSPROJECTOR MOUNT BYOTHERS

PROJECTOR,

PROJECTOR TOMOUNT CONN PERMANUF

(E) WALL SHEATHINGAS OCCURS

(E) 2x STUD @ 16"OCWALL, CMU WALL, OR20GA STEEL STUD @16"OC WALL AS OCCURS

AT WOOD STUD WALL:PROVIDE 5/16"Ø x 4" LAGSCREW EA CORNER CTRD IN(E) STUD OR BLKG (4 TOTAL)(AT STEEL STUD WALL:PROVIDE (4)-1/4"Ø BOLTCENTERED IN STEEL STUDS,BOLTS & NUTS SUPPLIED BYMOUNT MANUF.)(AT CMU WALL: PROVIDE(4)-3/8"Ø HILTI HUS-EZSCREW ANCHORS W/ 3 1/4"MIN EMBED, (1) ANCHOR INEA BLOCK MAX)

7" MIN

19.5"MAX

23"MAX

BLKG AS REQDAT WOOD STUD WALL:MIN 4x BLKGAT STL STUD WALL:SEE 13 S2.0

SCALE: S2.0PROJECTOR MOUNT ANCHORAGE 9

1" = 1'-0"


(4)-1/4"Ø LAGSCREWS(1 3/8" PEN)2" MI

N1 1

/2"TY

P

CONDITION 3COMPRESSION STRUT TO WOOD FRAMING

EQEQ


(E) 2x (MIN) JOIST

SCALE: S2.0

PROJECTOR SUPPORT AT CONCRETE FILLED METAL DECK 2

3/4" = 1'-0"


3/4" = 1'-0"

SCALE: S2.0

PROJECTOR SUPPORT AT COLD FORMED STEEL FRAMING 6

3/4" = 1'-0"

SCALE: S2.0

PROJECTOR SUPPORT ATMANUFACTURER'S INTEGRAL CEILING PANEL 1

3/4" = 1'-0"

1/4"Ø ROD W/ P1000 STIFF& P3008 NUT & P2485CRADLE CLIP & 3/8"Ø SETSCREW @ 12"OC MAX

SPF100 OR P1843, TYP

NUT ABOVE &BELOW, TYP

10"

MAX

10"

MAX

(2)-CABLE CLAMPS, TYPTOP & BOT OF BRACE

UNPUNCHED UNISTRUTP1000 W/ 3/8"Ø HILTIKB-TZ INTO CONC FILLEDMETAL DECK (2" MINEMBED), (3 FLUTES MIN)

10"

3.5"MIN

PL3/8x13"SQ

(4)-1/4"Ø BOLTS ASSHOWN (MIN), MANUFBRACKET TO PLATE

HANGER ROD, TYP

BRACE, TYP

1 1/2"TYP 10°

MAXALT LOC OFBRACE, TYP

(E) 20GA METAL DECKW/ LTWT CONC (5 1/4"TOTAL DEPTH VIF)

COUPLER AS REQD

10"

3'-6"

MAX

4.62"Ø PL PERMANUF


2" MINTYP

1 1/4"MIN

P1006 SPRING NUT

1/8"Ø AIRCRAFT CABLE BRACE,SEE PLAN VIEW A-A - CONNTOP OF BRACE PER 10 S2.0


CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

A A

PROJECTOR,


BRACKET PER MANUF



UNPUNCHED UNISTRUTP1000 W/ (4)-1/4"Ø LAGSCREWS (4" PEN) INTOEA BLOCK

3'-6"

MAX

1" MINTYP

CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

PROJECTOR,


BRACKET PER MANUF



4x8 BLKG W/ SIMP A35 EA SIDE,EA END, TYP AT EA P1000


CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

(3'-0

" MAX

)

PROJECTOR,


BRACKET PER MANUF



4.62"Ø PL PERMANUF

(4)-1/4"Ø SMS (MIN)

BOX STUD

A A

B

BBOX STUD PERSECTION B-B

#10 SMS @ 6"OC& 1" MAX FROMEA END, TYP

600S300-54EA SIDE

800T125-54TOP & BOT

SECTION B-B

(E) 6 3/8" Z-PURLIN@ 4'-0"OC, VIF

L3x3x16GA x 4" LONG BENT PLW/ (4)-#10 SMS SCREWS INTOBOX STUD & (E) PURLIN, TYPEA SIDE OF BOX STUD

(E) METAL ROOF DECK ORPLYWOOD SHEATHING

1 1/2"MAXGAP

3.5"

MIN

2" MIN

TYP


LPE

R PI

PE LE

NGTH

SCHE

DULE (E) OR REPLACEMENT

INTEGRAL CEILING PANELPROJECTOR SUPPORT

45° ±10°

TYP

(E) T-BAR CEILINGRUNNER

ATTACH INTEGRAL CEILINGPANEL TO T-BAR RUNNER W/8GA WIRE CLIP OR #10 SMS,TYP EA SIDE OF PANEL


8GA WIRE HANGER EA SIDE OFPANEL (2 HANGERS TOTAL MIN)SEE PLAN VIEW A-A - CONN TOPOF HANGER PER 11 S2.0

(3)-TIGHT TURNSWITHIN 3", TYP TOP& BOT OF HANGER

(4)-TIGHT TURNSWITHIN 1 1/2", TYPTOP & BOT OF BRACE

AA

10°

MAX

PLAN VIEW A-A

(E) T-BAR CEILINGRUNNER, TYP

BRACE, TYP

ALT LOC OFBRACE, TYP

COMPRESSION STRUT PERSCHED CTRD OVER PROJECTORPIPE, SEE PLAN VIEW A-A - CONNTOP OF STRUT PER 12 S2.0(OMIT WHERE L ≤ 1'-6")

AT COMPRESSION STRUTLOCATIONS, PROVIDE 16GACLIP ANGLE W/ (2)-1/4"Ø THRUBOLTS, TO STRUT

AT COMPRESSION STRUT LOCATIONS,PROVIDE PROJECTOR MOUNT BOLTS(2 MIN) OR (4)-#10 SMS, INTEGRALCEILING PANEL TO CLIP ANGLE

WHERE COMPRESSION STRUTCANNOT BE CTRD OVERPROJECTOR PIPE (TO AVOIDINTERFERENCE ABOVE),PROVIDE STRUT, CLIP ANGLE& CONN ON EA SIDE OF PANELAS SHOWN (2 STRUTS MIN)

COMPRESSION STRUT SCHEDULEMAXIMUM LENGTH STRUT SIZE

5'-0" 250S125-33

6'-10" 250S137-33

8'-0" 362S137-33

(E) OR REPLACEMENTINTEGRAL CEILING PANELPROJECTOR SUPPORT

HANGER WIRE, TYP

COMPRESSION STRUT

PIPE CONN PER MANUF(1 1/2"Ø STD PIPE MIN)

PIPE LENGTH SCHEDULE(FOR DETAILS 1 - 6)

L (MAX) MINIMUM PIPE SIZE

1'-6" 1 1/2" STD

3'-0" 2" STD

5'-0" 3" STD

SCALE: S2.0PIPE LENGTH SCHEDULE 8

3/4" = 1'-0"

CG

PROJECTOR,



3/4" = 1'-0"

CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

(3'-0

" MAX

)

A A

PROJECTOR,


BRACKET PER MANUF


6x8 FLAT BLOCK W/ SIMPA35 EA SIDE, EA END

(E) 2x JOIST, TYP

2x FULL HT BLOCK EASIDE OF 6x BLOCK


3.5"

MIN

2" MIN

TYP

4.62"Ø PL PERMANUF

(4)-1/4"Ø LAG SCREWS(4" EMBED) (MIN)

(E) 2x JOIST, TYP

(2)-16d NAILS EAEND, TYP

(4)-16d, FULL HT BLOCKTO FLAT 6x, TYP

6x FLAT BLOCK

(E) PLYWOOD

SCALE: S2.0

PROJECTOR SUPPORT AT CONCRETE PAN JOISTS 5

3/4" = 1'-0"

6" MIN

TYP14

" MIN

4 1/2"

CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

A A

6'-0"

MAX

PROJECTOR,


BRACKET PER MANUF


45° ±10°

TYP

3'-0" MAX


(E) CONC PAN JOIST

UNISTRUT P1026 W/ 1/2"ØBOLT & P1010 SPRING NUTINTO P1000 & 1/2"Ø HILTI KB-TZ(2" EMBED) INTO (E) CONC PANJOIST, TYP EA END

P1000 UNISTRUT

UNISTRUT P2346 W/ (2)-1/2"ØTHRU BOLTS TO P9000 &(2)-1/2"Ø BOLTS & P1010SPRING NUTS TO P1000

UNISTRUT P9000



UNISTRUT P2072A W/ (2)-1/2"ØTHRU BOLTS TO P9000

3"MIN

(4)-TIGHT TURNS WITHIN 1 1/2",TYP TOP & BOT OF BRACE

90°±10°

TYP3.5"MIN

4.62"Ø BRACKETPER MANUF

UNISTRUT P2072A

BRACE, TYP

(4)-1/4"Ø BOLTS ASSHOWN (MIN), MANUFBRACKET TO P2072A


SCALE: S2.0PROJECTOR SUPPORT AT CONCRETE SLAB 7

3/4" = 1'-0"

3'-6"

MAX

CG

LPE

R PI

PE LE

NGTH

SCHE

DULE

PROJECTOR,


BRACKET PER MANUF



(E) CONC SLAB(5" THK, MIN)


3/8"Ø HILTI KWIKHUS-EZ1 (2 1/2" EMBED),TYP AT EA THREADEDROD HANGER

(E) 2x JOIST, TYP

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4/12/2019


SHEET NUMBER

SHEET TITLE



CHECKED BY


DRAWN BY

SEALS / APPROVALS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

JA

AY, JK



CONSULTANT



562.985.3200 P

MHP JN

562.985.1011 F

18-0614-00

DSA Submittal


SECTIONS AND

DETAILS

S2.0

04-19-19 BID SET

PROJECT TITLE




CONFIRM WITH THE DISTRICT ON WHICH ROOMS WITHIN THE BUILDINGS ARETO RECIEVE THE NEW PROJECTORS/MOUNTS.

CONTRACTOR IS TO FIELD VERIFY/CONFIRM WHAT THE EXISTINGSTRUCTURE/FINISH COMPONENTS/MATERIAL IS IN EACH BUILDING/ROOMPRIOR TO COMMENCEMENT OF WORK AND REFER TO THIS SHEET (S2.0) FORDETAILS ASSOCIATED FOR THAT PARTICULAR INSTANCE.

MAX OP WT=20.3#

MAX OP WT=20.3#MAX OP WT=20.3#

MAX OP WT=20.3#

MAX OP WT=20.3#MAX OP WT=20.3#

MAX OP WT=20.3#

MAX OP WT=20.3#


SOUTH ORANGE COUNTY COMMUNITY COLLEGE DISTRICT RFQ&P No. 367D

Professional Audio-Visual Design and Integration/Implementation Services

Page 45 of 45

APPENDIX O (Revised 04/24/19 with Addendum No. 1 Submission Checklist

South Orange County Community College District Professional Audio-Visual Design and Integration/Implementation Services

Item Included in RFQ&P

Response

Proposal Form A: Letter of Interest and Approach

Proposal Form B: Personnel and Staffing Resources

Proposal Form C: Related Experience and Methodology

Proposal Form D: Fee and Rate Proposal

Proposal Form E: General Terms and Conditions

Proposal Form F: References

Proposal Form G: Addenda Acknowledgement

Proposal Form H: IT Accessibility Standards and Compliance Requirements

Appendix A: Non-Collusion Declaration

Appendix B: Equal Opportunity Affirmative Action Statement

Appendix C: Firm’s Certificate Regarding Workers’ Compensation

Appendix D: Listing of Licenses and Certifications

Appendix E: Site Visit Certification

Appendix F: Sample Agreement for Professional Audio-Visual Design and Integration/Implementation Services *Will be issued at a later date via a District-issued Addendum

Not necessary to include with proposal if no changes are being

requested

Appendix G: Sample Task Order Form Not necessary to include with proposal – for reference only

Appendix H: Task Order No. 1 Scope Not necessary to include with proposal – for reference only

Appendix I: Implementation and Integration Schedule for Task Order No. 1 Not necessary to include with

proposal if no changes are being requested

Appendix J: Equipment Listing Line Item Spreadsheet for Saddleback College *Only list pricing for CFCI equipment and materials

Appendix K: Equipment Listing Line Item Spreadsheet for Irvine Valley College *Only list pricing for CFCI equipment and materials

Appendix L: SOCCCD Technology System, Standards and Guides Not necessary to include with proposal – for reference only

Appendix M: Wiring Raceway Specifications Not necessary to include with proposal – for reference only

Appendix N: Projector Mount Drawings and Specifications Not necessary to include with proposal – for reference only

Appendix O: Submission Checklist

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