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HomeMy WebLinkAbout1610 E St Andrew Place Unit# 240 - Plan April 9, 2025 This form grants the following Renault and Moran Construction, LLC dba RAM Construction employees authorization to act on behalf of Matthew Renault and RAM Construction for the purpose of securing permits and calling inspections for construction with General B License #1038156: Steve Tartaglini, Jason Downing, Matthew Lang, Vanessa Cerna, Adam Martinez, Chad Lessman, Robert Bellucci, Joselyn Lopez, Jerome Thormann, Alex Norfleet, Luke Slater, Gary D’Aiello, Ariel Rios, Jason Muir, Kenneth Cobb, Saul Hernandez, Lopan Deitner, Melisa Tatarevic, Joe Piane, Michael Ramirez, Arthur Bernabeo, Nick Vaters, Mason Tartaglini, Nichole Haeberle, Caroline Coffer, Mark Martin, Raul Carrasco. Please allow this letter to grant access to pay fees, pull permits, submit permits and other governmental actions required on behalf of RAM Construction to complete contracted construction projects. Thank you Matthew Renault, Principal License#1038156 Please See Attached For (CA Civil Code Section 1189) Renault and Moran Construction LLC 20 Executive Park Suite 250, Irvine, CA 92614 949. 418.7688 License #1038156 CITY OF SANTA ANA Planning and Building Agency Certificate of Acknowledgment California A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange Approved FOR PERMIT ISSUANCE Master ID: Date: On efore me, Steve Ober 1 angler, AVoimry Pu b l i c personally appeared /" r a ITh e wy0 n r'1 n o� U who proved to me on the basis of satisfactory evidence to be the personO whose name( is/tnr subscribed to the within instrument and acknowledged to me that he/pep executed the same in his/4eer7� authorized capacity(ye!s), and that by his/iterft4eir signature(i) on the instrument the person(}, or the entity upon behalf of which the persono acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. my hand and official seal. iME OBERLANDER COMM.02446998 = Notary Public - California 7° Z Orange County o m Mv Comm. res .June 9, 2027 Signature of Notary Public (Seal) Optional Section Note: Cabfo nia state law does not require this section io be completed either in full or in part. Howcz)er, any information below may prevent the accidental or fraudulent misuse of this certificate with a docuruent for which the certificate etas riot originally intended for. This Certificate Is Attached To A Document (Titled/For The Purpose Of) C e-ffer Avlh,9 rt 2' )'O Ftr''1 p I D y e e'.r fo Ad on Fe L l� o -t 9 AA 6 -,1 s4rvG f1 d ✓! "t d l Ov`1 p l a7C Z The Attached Document Has A Date Of a ► �Co"160co' Pilo' Z Additional Information: Cahforniallotarized YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 74" PIT LENGTH 84" EXPANDED METAL GUARDS ON NON-OPERATING SIDES & (1) END (FIELD WELDED) 72" PLATFORM LENGTH 0" 1ST LEVEL 5" PIT DEPTH 96" LOAD HEIGHT 168" 2ND LEVEL 137-1/2" SPLICE LOCATION 294-3/4" OVERALL HEIGHT 4-1/4" LOWERED HEIGHT DRAIN TO PREVENT PIT FROM FILLING WITH LIQUID (BY OTHERS) UPPER LEVEL GATES AND ENCLOSURES BY OTHERS LOWER LEVEL GATES AND ENCLOSURES BY OTHERS BRACING REQUIRED FOR BOTH MAST BEAMS AS SHOWN 0 NO.DESCRIPTION BY CHK'D DATE 0 INITIAL RELEASE RMS SLK 12/01/2025 JOB NAME: DRAWN BY:DATE:REV.SIZE: DRAWING TITLE: DRAWING NUMBER:PAGE: REFERENCE DRAWING: APPROXIMATE WEIGHT: 9FMS-89603-1B1 OF 5 9FMS-89603-1 1 OF 5 APPROVAL DRAWING 12/01/256,250 LBS RMS IRVINE, CA - COLLECTORST O L E R A N C E S ALL DIMENSIONS ARE IN INCHES FRACTIONS: +/- 1/16DECIMALS:TWO PLACE: .XX +/- .03THREE PLACE: .XXX +/- .010ANGLES (FOR MACHINED PARTS) +/- 1/2ANGLES (FOR STRUCTURAL FIT-UP) +/- 1BREAK ALL SHARP EDGES, .010" MAX 45 CHAMFER 0SLK CHECKED: UNLESS OTHERWISE SPECIFIED: © COPYRIGHT AUTOQUIP ALL RIGHTS RESERVED. Year of copyright is first yearindicated on this document. ORDER NUMBER: 174348 PURPOSE OF THIS DRAWING THE PURPOSE OF THIS DRAWING IS TO PROVIDE NECESSARY INFORMATION ABOUT THE EQUIPMENT SO THAT THE ARCHITECT OR INSTALLER CAN MAKE A FINAL CONSTRUCTION DRAWING FOR THE SPECIFIC JOB SITE. INSTALLATION DETAILS SUCH AS CONCRETE THICKNESS, REINFORCING, PIPING DIRECTION, CONDUIT SIZE, POWER UNIT LOCATION, ADJACENT STRUCTURES, ETC CANNOT ECONOMICALLY BE INCORPORATED IN THE MANUFACTURER'S DRAWINGS. APPROVAL DRAWING APPROVAL OF THIS DRAWING IS AN APPROVAL OF THE EQUIPMENT ONLY. ANY REQUIRED CHANGES SHOULD ONLY INCLUDE ITEMS PERTINENT TO THE EQUIPMENT ITSELF. PLEASE CHECK AND RETURN ONE SIGNED COPY IMMEDIATELY. THE FINAL DESIGN WILL NOT PROCEED UNTIL APPROVAL DRAWING IS RECEIVED BY AUTOQUIP. APPROVED WITH NO CHANGES REVISE AND RESUBMIT FIRM________________________________________ BY__________________________________ DATE_________________ NOTES: ALL AXLES, ROLLERS, AND PIVOT POINTS ARE EQUIPPED WITH LIFE TIME LUBRICATED BEARINGS.1. ELECTRICAL DISCONNECT: BY OTHERS2. GATES, ENCLOSURES AND INTERLOCKS ARE REQUIRED.WHEN GATES, ENCLOSURES OR INTERLOCKS ARE SUPPLIED BY 3.OTHERS. IT IS THE RESPONSIBILITY OF THE BUYER OF THE VRC TO BE COMPLIANT WITH REQUIREMENTS SET FORTH IN ASME B20.1 (2) SOLENOID INTERLOCK KITS FOR CUSTOMER SUPPLIED BI-PARTING SWING DOORS, SHIPPED LOOSE.4. (2) GREEN LIFT PRESENT LIGHTS, SHIPPED LOOSE.5. LIFT TO MEET CODES FOR THE STATE OF CALIFORNIA, TO INCLUDE:6.UL LISTED MOTOR CONTROL PANEL•"LIFT OPERATING INSTRUCTIONS" SIGNAGE• 0 0 ADDITIONAL SPECIFICATIONS LIFT INFORMATION MODEL:FMS-168-0030 FINISH:POLYURETHANE PAINT - AQ BLUE, RAL 5000 (VIOLET BLUE) CAPACITY:3,000 LBS MAX LIFTINGEDGE LOAD:1,950 LBSPLATFORM SURFACE:SMOOTH STEELFLOOR PRESSURE:5,200 PSFBRACE REACTION:1,500 LBS LIFT COMPONENTS NEMA:MEETS OR EXCEEDS NEMA 1 POWER UNIT INFORMATION TYPE:ELECTRO-MECHANICAL HP:7.5 HP CURRENT:11 AMPS NEMA:MEETS OR EXCEEDS NEMA 1RAISE SPEED:30 FPMLOWER SPEED:30 FPM VOLTAGES PRIMARY:460 VAC / 3 PH / 60 HZ CONTROL:24 VDC CONTROL PANEL INFORMATION CONTROL TYPE:PRESS AND RELEASELOCATION:SHIPPED LOOSENEMA:MEETS OR EXCEEDS NEMA 4 CONTROL SIGNAL INFORMATION TYPE / QTY:(2) MOUNTABLE PUSHBUTTONOPERATORS:UP/DOWN/ESTOP (ILLUMINATED)WIRED TO:SHIPPED LOOSENEMA:MEETS OR EXCEEDS NEMA 12 JOB NAME: DRAWN BY:DATE:REV.SIZE: DRAWING TITLE: DRAWING NUMBER:PAGE: REFERENCE DRAWING: APPROXIMATE WEIGHT: 5 OF 5 9FMS-89603-1 5 OF 5 12/01/256,250 LBS RMS IRVINE, CA - COLLECTORST O L E R A N C E S ALL DIMENSIONS ARE IN INCHES 0SLK CHECKED: UNLESS OTHERWISE SPECIFIED: FRACTIONS: +/- 1/4 9FMS-89603-1B APPROVAL DRAWING© COPYRIGHT AUTOQUIP ALL RIGHTS RESERVED. Year of copyright is first yearindicated on this document. ASME B20.1 CODE COMPLIANCE THE FREIGHTLIFT IS A VERTICAL RECIPROCATING CONVEYOR GOVERNED BY ASME B20.1 TO BE USED FOR THE MOVEMENT OF MATERIAL ONLY - NO RIDERS! GATES, INTERLOCKS AND SAFETY ENCLOSURES ARE MANDATORY PER ASME AND OSHA. INSTALLATION INSTRUCTIONS IN THE OWNERS MANUAL INCLUDE IMPORTANT INFORMATION SUCH AS ASSEMBLY HARDWARE REQUIREMENTS, TORQUE SPECS, HYDRAULIC AND ELECTRICAL CONNECTIONS, WARNING SIGNS AND DECALS. THESE MUST BE FOLLOWED TO ASSURE PROPER PERFORMANCE OF THE LIFT. IN ORDER TO ASSURE THAT THE INSTALLATION IS IN ACCORDANCE WITH ASME B20.1, ALL DETAILS OF THIS DRAWING AND THE INSTALLATION INSTRUCTIONS IN THE OWNERS MANUAL MUST BE MET AND VERIFIED AFTER INSTALLATION BY SIGNING AND RETURNING THE WARRANT REGISTRATION FORM TO AUTOQUIP. STATE, LOCAL & IBC CODE COMPLIANCES AUTOQUIP VERTICAL RECIPROCATING CONVEYORS (VRCs) MEET ALL DESIGN AND SAFETY REQUIREMENTS SET FORTH IN ASME B20.1. AUTOQUIP GUARANTEES ASSISTANCE IN SECURING CODE COMPLIANCE IN ALL 50 STATES. ULTIMATE RESPONSIBILITY FOR GAINING STATE AND LOCAL CODE APPROVAL IS THE RESPONSIBILITY OF THE BUYER OF THE VRC. PLEASE ACQUAINT YOURSELF WITH THE PERMITTING AND/OR LICENSING EXPENSES AND REQUIREMENTS OF THE LOCAL REGULATORY AGENCIES IN THE INSTALLATION AREA. ADOPTION OF THE INTERNATIONAL BUILDING CODE (IBC) BY MANY STATE AND LOCAL BUILDING OFFICIALS HAS INCLUDED - BY REFERENCE IN CHAPTER 30 OF THE IBC - THE RECOGNITION OF VRC's AND THEIR JURISDICTION UNDER ASME B20.1. BE AWARE THAT SPECIAL PERMITTING AND TESTING OF YOUR VRC MAY BE REQUIRED BY STATE OR LOCAL BUILDING CODE OFFICIALS TO PROVIDE BUILDING INSPECTORS A MEANS TO VERIFY THE COMPLIANCE OF THE EQUIPMENT WITH THE GENERAL SAFETY REQUIREMENTS SET FORTH IN ASME B20.1. IT IS ULTIMATELY THE RESPONSIBILITY OF THE CUSTOMER TO VERIFY THE NEED FOR, AND ASSUME THE ADDED COSTS OF, ANY SUCH SPECIAL PERMITTING AND/OR TESTING. SITE REQUIREMENTS UPPER AND LOWER PUSH-BUTTON CONTROLS MUST BE INSTALLED OR LOCATED SO THEY CANNOT BE ACTUATED BY A PERSON ON THE LIFT CARRIAGE. FIRST LEVEL FLOOR MUST SUPPORT MAST FOOT PRESSURES AS INDICATED. MOUNTING HOLES PROVIDED ARE 11/16" DIA. ANCHORS WITH 750 LBS. MIN PULL OUT STRENGTH, EACH BOLT. SECOND LEVEL FLOOR MUST SUPPORT REACTION LOAD AS INDICATED. HOLES IN EACH BRACE PLATE ARE 9/16" DIA. LAG BOLTS AND ANCHORS ARE BY OTHERS. ORDER NUMBER: 174348 JAB FMS MAST BRACING PLATE T O L E R A N C E S BREAK ALL SHARP EDGES, .010" MAX 45 PLATEindicated on this document.JAB CHECKED: UNLESS OTHERWISE SPECIFIED:JOB NAME: DRAWN BY: -1 OF 1 - ALL DIMENSIONS ARE IN INCHES ANGLES +/- 1 .XXX +/- .010 63 APPROXIMATE WEIGHT: DRAWING TITLE: DRAWING NUMBER: FMS MAST BRACING PLATE 1 OF 1 DATE:REV. DECIMALS: .XX +/- .03 125 12/15/22 B REFERENCE DRAWING: AQJ NO: - SIZE: CHAMFER FMS MAST BRACING PAGE: DIMENSIONAL BORE FINISH (rma)FRACTIONS: +/- 1/16 250 © COPYRIGHT AUTOQUIP ALL RIGHTS RESERVED. Year of copyright is first year - 2-1/2" 6" 4-1/2" 3/4" 4" 3/4" 4X 9/16" THRU 1/2" NO.DESCRIPTION BY CHK'D DATE DECIMALS: .XX +/- .03 125 ALL DIMENSIONS ARE IN INCHES CHECKED: UNLESS OTHERWISE SPECIFIED:JOB NAME: DRAWN BY:DATE:REV.SIZE: DRAWING TITLE: DRAWING NUMBER: 1 OF 1- FMS MAST FOOT 1 OF 1 APPROXIMATE WEIGHT: B REFERENCE DRAWING: PAGE: T O L E R A N C E S FMS MAST FOOT AQJ NO: 12/15/22 CHAMFER FMS MAST FOOT PLATE- - ANGLES +/- 1 JABBREAK ALL SHARP EDGES, .010" MAX 45 JAB .XXX +/- .010 63 indicated on this document. DIMENSIONAL BORE FINISH (rma)FRACTIONS: +/- 1/16 250 © COPYRIGHT AUTOQUIP ALL RIGHTS RESERVED. Year of copyright is first year - 8" 1-1/2" 1-1/2" 13" 16" 5" 4X 11/16" 3/4" NO.DESCRIPTION BY CHK'D DATE & < @ (E) # Ø AB ABV A/C A.C. ACT ACOUS ADJ ADA AFF ALT ALUM ANOD A.P. APPROX ARCH ASPH AV BATT BD BITUM BLDG BLK BLKG BM BOT BR BSMT B.U.R. CAB CARP CATV C.B. CCTV CEM CER CFM CL CLG CLO CLR CMU CNTR COL CONC CONN CONST CONT CONTR CORR C.T. CTSK C.W. (D) D DATA DBL DEMO DET DIA DIM DISP DN D.O. DR DS D.S.P. DW DWG DWR (E) EA EJ ELEC ELEV EMER ENCL EPO E.O.S. EQ EQUIP EXIST EXP EXPO EXT F.A. F.D. FDN FEC FF F.G. FHC FIN FLR FLUOR F.O.C. F.O.F. F.O.M. F.O.S. FPRF FR FS FT FTG FURN FURR GA GALV GC GFI GL GND GR GWB GYP H H.B. H.C. HDWR HDWD HM HORIZ HR HT HVAC H.W. AND ANGLE AT EXISTING NUMBER DIAMETER OR ROUND PERPENDICULAR ANCHOR BOLT ABOVE AIR CONDITIONING ASPHALT CONCRETE ACOUSTICAL CEILING TILE ACOUSTICAL ADJACENT AMERICANS WITH DISABILITIES ACT ABOVE FINISH FLOOR ALTER OR ALTERNATE ALUMINUM ANODIZED ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT AUDIO VISUAL BATT INSULATION BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM BEDROOM BASEMENT BUILT UP ROOFING CABINET CARPET CABLE TELEVISION CATCH BASIN CLOSED CIRCUIT TELEVISION CEMENT CERAMIC CUBIC FEET PER MINUTE CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CENTER COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CERAMIC TILE COUNTERSUNK COLD WATER DEMOLISH DEEP, DEPTH DATA COMMUNICATIONS DOUBLE DEMOLISH / DEMOLITION DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DOWNSPOUT DRY STANDPIPE DISHWASHER DRAWING DRAWER EXISTING EACH EXPANSION JOINT ELECTRICAL ELEVATION EMERGENCY ENCLOSURE EMERGENCY POWER OFF EDGE OF SLAB EQUAL EQUIPMENT EXISTING EXPANSION EXPOSED EXTERIOR FIRE ALARM FIRE DRAIN FOUNDATION FIRE EXTINGUISHER CABINET FINISHED FACE FINISH GRADE FIRE HOSE CABINET FINISH FLOOR FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPROOF FRAME FULL SIZE FOOT, FEET FOOTING FURNITURE FURRING, FURRED GAUGE GALVANIZED GENERAL CONTRACTOR GROUND FAULT INTERRUPT GLASS, GLAZING GROUND GRADE GYPSUM WALL BOARD GYPSUM HIGH HOSE BIB HOLLOW CORE HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING, VENTILATION, AND AIR CONDITIONING HOT WATER I.D. INCL INFO INSUL INT JAN JST JT KIT LAM LAV L.F. L.H. L.R. LT LVR MATL MAX MDF MECH MFR MIN MIR MISC M.O. M.R. MTD MTL MUL (N) NA NIC NO NOM N.S. N.T.S. O/ OC O.D. O.F.D. O.H. OVHD OPNG OPP P.D. PG P.L. P-LAM PLAS PLMG PLYWD PR PSF PT PTD PTN (R) R RAD RCP R.D. REF REFR REINF REP REQD RESIL REV RFG R.H. RM ROM R.O. S.C. SCHED SDT S.E.D. S.M.D. S.P.D. S.R.D S.V.D. SECT SEP SF SGL SHR SHT SIM SLDG SPEC SQ S.S. STD STL STRUCT SUSP SW SYM T T&G TBD TELE TEMP TER THK THR T.O.C. T.O.D. T.O.P. T.O.S. T.S. T.O.W. TYP UON VCT VERT VEST VIF VOL W/ W.C. WD W.H. W/O WP WPM W.S.P. WT INSIDE DIAMETER INCLUDING INFORMATION INSULATION INTERIOR JANITOR JOIST JOINT KITCHEN LAMINATE LAVATORY LINEAL FOOT LEFT HAND LIVING ROOM LIGHT LOUVER MATERIAL MAXIMUM MEDIUM DENSITY FIBER BOARD MECHANICAL MANUFACTURER MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED METAL MULLION NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NO SCALE NOT TO SCALE OVER ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OVERHAND OVERHEAD OPENING OPPOSITE PLANTER DRAIN PAINT GRADE PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD PAIR POUNDS PER SQUARE FOOT PAINT PAINTED PARTITION RELOCATED RISER RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERNCE REFRIDGERATOR REINFORCED REPRESENTATIVE REQUIRED RESILIENT REVISED ROOFING RIGHT HAND ROOM ROUGH ORDER OF MAGNITUDE ROUGH OPENING SOLID CORE SCHEDULE STATIC DISSIPATIVE TILE SEE ELECTRICAL DRAWINGS SEE MECHANICAL DRAWINGS SEE PLUMBING DRAWINGS SEE SECURITY DRAWINGS SEE AUDIO-VISUAL DRAWINGS SECTION SEPARATION SQUARE FOOT / FEET SINGLE SHOWER SHEET SIMILAR SLIDING SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED SWITCH SYMMETRICAL TREAD TONGUE AND GROVE TO BE DETERMINED TELECOMMUNICATIONS TEMPERATURE/TEMPERED TERRAZZO THICK THRESHOLD TOP OF CURB TOP OF DRAIN TOP OF PAVEMENT TOP OF SLAB TOP OF STEEL TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VOLUME WITH WATER CLOSET WOOD WATER HEATER WITHOUT WATERPROOF WATERPROOF MEMBRANE WET STANDPIPE WEIGHT BUILDING GRID LINES WINDOW SYMBOL ROOM NO. REFERENCE LETTER DOOR SYMBOL REVISION NO. REVISION CLOUD MATCH LINE DETAIL NO. 1/A3.2 ROOM NAME ROOM NO. ROOM LABEL SECTION SECTION NO. SHEET NO. AREA REFERENCE DETAIL NO. SHEET NO. DETAIL EXTERIOR ELEVATION ELEVATION NO. SHEET NO. DIMENSION STRING INTERIOR ELEVATION ELEVATION NO. (TYPICAL) SHEET NO.CEILING WORK POINT OR CONTROL POINT NORTH ARROW AR C H I T E C T U R A L N O R T H TRUE NORTH 1" A101 1 Ref 1 Re f 1 Ref 1 Re f 1t 0 0 101 ROOM NO. REFERENCE NO. A101 1 SIM 1 A101 SIM A101 1 Ref 1Re f 1 Re f 1 Ref A.F.F. 1t 1'-0" SHEET NO. 1 Room name 101 N MISC. SYMBOLS (D) (R) (E) (N) INDICATES ITEM TO BE DEMOLISHED INDICATES ITEM TO BE REMOVED AND RELOCATED INDICATES ITEM EXISTING TO REMAIN INDICATES NEW ITEM TYPE HEIGHT KEYNOTE A00.00 CSI DIVISION SEQUENCED NUMBER ROOM NAME ROOM NO. Room name 101 EXITING + OCCUPANCY ROOM LABEL ### SF OCCUPANT LOAD OCC 1/# ROOM AREA CALCULATED ROOM OCC LOAD OCCUPANT LOAD FACTOR PER CBC OCCUPANCY PER CBC PROJECT LOCATION HATCHED AREA NOT IN SCOPEAREA OF WORKHATCHED AREA NOT IN CONTRACT AREA OF WORK SHEET NUM. SHEET NAME IS S U E F O R P E R M I T RE V I S I O N 1 RE V I S I O N 2 02.5 MATERIAL CONVEYOR G0.01 - MC PROJECT INFORMATION ⬛ ⬛ ⬛ G0.02 - MC GENERAL NOTES - COMMERCIAL TI ⬛ ⬛ ⬛ G0.20 - MC EXISTING SITE PLAN / ACCESSIBLE PATH OF TRAVEL DIAGRAM ⬛ ⬛ AD2.21 - MC LEVEL 01 - DEMOLITIAN PLANS ⬛ ⬛ ⬛ AD2.22 - MC LEVEL 02 - DEMOLITIAN PLANS ⬛ ⬛ ⬛ A2.21 - MC LEVELS 01 & 02 - OVERALL PLANS ⬛ ⬛ ⬛ A4.21 - MC MATERIAL CONVEYOR ENLARGED PLANS & SECTIONS ⬛ ⬛ ⬛ A6.00 - MC DOOR SCHEDULE & SPECIFICATIONS ⬛ ⬛ ⬛ A7.00 - MC TYP. INTERIOR FRAMING DETAILS ⬛ ⬛ ⬛ A7.01 - MC TYP. INTERIOR FRAMING DETAILS ⬛ ⬛ ⬛ 03 STRUCTURAL - MC S0.1 GENERAL STRUCTURAL NOTES & SHEET INDEX ⬛ ⬛ ⬛ S0.2 ABBREVIATIONS ⬛ ⬛ ⬛ S2.0 PARTIAL FRAMING FOUNDATION & MEZZAINE FRAMING PLANS ⬛ ⬛ ⬛ S4.0 CONCRETE DETAILS & SECTIONS ⬛ ⬛ ⬛ 05 ELECTRICAL - MC E001 COVER SHEET ⬛ E050 OVERALL PLAN ⬛ E110 ELECTRICAL PLAN ⬛ E801 SINGLE LINE DIAGRAM ⬛ N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 2 1 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 G0.01 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 PROJECT INFORMATION COLLECTORS - ABBREVIATIONS PROJECT INFORMATIONPROJECT TEAM VICINITY MAP 1610 E ST. ANDREW PLACE, SUITE 240 SANTA ANA, CA 92705 III-B YES, FULLY SPRINKLERED NFPA 13 2 , AREA OF WORK ON LEVEL 2 LEVEL 02: 25,523 SF EXISTING USE: B-OFFICE PROPOSED USE: B-OFFICE UNSEPERATED UNLIMITED FLOOR AREA WITH PRIMARY OCCUPANCY "B" (PER 507.5) ADDITION OF MATERIAL CONVEYOR INCLUDING NEW SHAFT AND STRUCTURAL WORK SD (SPECIAL DEVELOPMENT) 31' MAX. LOCATION: BUILDING CONSTRUCTION TYPE FIRE SPRINKLER SYSTEM # OF FLOORS IN BUILDING: TOTAL AREA OF WORK : SEPERATION: ALLOWABLE FLOOR AREA: SCOPE OF PROJECT: ZONING DESIGNATION: BUILDING HEIGHT: CODES & REGULATIONS: 2025 CALIFORNIA BUILDING CODE 2025 CALIFORNIA MECHANICAL CODE 2025 CALIFORNIA ELECTRICAL CODE 2025 CALIFORNIA PLUMBING CODE 2025 CALIFORNIA FIRE CODE 2025 CALIFORNIA ENERGY CODE 2025 NFPA 72 (FIRE ALARMS) 2025 NFPA 13 (SPRINKLERS) 03/15/11 ADA REGULATION FOR TITLE III, CODE OF FEDERAL REGULATIONS (CBC 2019 CH. 11) 03/15/11 ADA REGULATION FOR TITLE II, FEDERAL REGISTER (CBC 2019 CH. 11) TENANT BEN STEEN COLLECTORS UNIVERSE, INC 1610 E ST. ANDREW PLACE SANTA ANA, CA 92705 T (949) 525-0773 E bsteen@collectors.com ARCHITECT KEITH MULLER, AIA FORMM 101 N PACIFIC COAST HWY, SUITE 301 EL SEGUNDO , CA 90245 T (619) 204-2036 E keith@formmstudio.com MECHANICAL AND PLUMBING ENGINEER JORDAN PONIACHIK ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 T (858) 228-4150 E Jiponiachik@enginova.com ELECTRICAL ENGINEER CHRISTIAN RUBIO ENGINOVA 1044 PIONEER WAY, SUITE E EL CAJON, CA 92020 T (619) 334-6020 E crubio@enginova.com CONTRACTOR STEVE TARTAGLINI RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 T (949) 418-7688 E startaglini@ramconstruction-us.com BUILDING OWNER DRAWBRIDGE PACIFIC CENTER, LLC THREE EMBARCADERO CENTER, #2310 SAN FRANCISCO, CA 94111 T (415) 391-8300 E info@drawbridgerealty.com PROPERTY MANAGMENT CHRISTINA BOWREN JONES LANG LASALLE 1600 E ST ANDREW PLACE SUITE 130 SANTA ANA, CA 92705 T (949) 235-3437 E christina.bowren@jll.com PROJECT MANAGER KIEFER SHAFFER SAVILLS 520 NEWPORT CENTER DR 8TH FLOOR NEWPORT BEACH, CA 92660 T (714) 306-4290 E kshaffer@savills.us SCOPE OF WORK DIAGRAM SYMBOLS DEFERRED SUBMITTALS SHEET INDEX ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT B 2026-0317 REVISION 1 C 2026-0415 REVISION 2 LEVEL 1 LEVEL 2 MATERIAL CONVEYOR SHALL BE EQUIPPED WITH AUTOMATIC LIMIT SWITCHES THAT WILL SHUT OFF THE POWER IN AN EMERGENCY AND AUTOMATICALLY STOP ALL OPERATION OF THE DEVICE [CBC 3004.3.2] C C N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 2 1 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t 23008.00 G0.02 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 GENERAL NOTES -COMMERCIAL TI COLLECTORS - DIVISION 1 - GENERAL CONDITIONS 1.1 SCOPE OF WORK A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK SHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN CONTRACT (NIC). HE SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDER SEPARATE CONTRACTS WITH THE LANDLORD AND/OR TENANT. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED. B. THE DRAWINGS SHALL BE RECOGNIZED AS DIAGRAMMATIC IN NATURE AND NOT COMPLETELY DESCRIPTIVE OF ALL REQUIREMENTS FOR CONSTRUCTION. WHATEVER WORK THAT MAY BE SPECIFIED AND NOT DRAWN OR DRAWN AND NOT SPECIFIED SHALL BE EXECUTED AS FULLY AS IF DESCRIBED IN BOTH THESE WAYS. SHOULD ANY WORKMANSHIP OR MATERIAL BE NECESSARY THAT IS NOT EITHER DIRECTLY OR INDIRECTLY NOTED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS BUT IS NEVERTHELESS NECESSARY FOR PROPERLY CARRYING OUT THE OBVIOUS INTENTION THEREOF; CONTRACTOR SHALL UNDERSTAND IT TO BE IMPLIED AND SHALL PROVIDE FOR THE SAME AS FULLY AS IF IT WERE PARTICULARLY DESCRIBED OR DELINEATED. C. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND VERIFY ALL GOVERNING DIMENSIONS AT THE BUILDING. HE SHALL EXAMINE ALL ADJOINING WORK OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ANY VARIATIONS OR DISCREPANCIES SHALL BE REPORTED, WITH ALL DUE EXPEDIENCY, TO ARCHITECT PRIOR TO THE FABRICATION OR ERECTION OF THE WORK IN QUESTION. D. ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. ALL FEES, TAXES, AND PERMIT APPLICATIONS WITH THE APPROPRIATE GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 1.2 THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK SHOWN HEREIN, AND SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF WORK. 1.3 THE AIA STANDARD DOCUMENT A201 ENTITLED "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" IS MADE PART OF THE GENERAL CONDITIONS. 1.4 USE OF DRAWINGS: DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED. 1.5 CONSTRUCTION SCHEDULE: WITHIN ONE WEEK OF THE AWARD OF THE CONTRACT THE GENERAL CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE ARCHITECT FOR REVIEW. SCHEDULE SHALL INCLUDE THE ORDER AND ANTICIPATED DELIVERY DATES OF ALL LONG LEAD TIME MATERIALS. CONTRACTOR SHALL UPDATE THE SCHEDULE NO LESS THAN WEEKLY THROUGHOUT THE COURSE OF CONSTRUCTION. 1.6 CONSTRUCTION MEETINGS: CONTRACTORS SHALL BE RESPONSIBLE FOR KEEPING DETAILED WEEKLY MINUTES OF CONSTRUCTION MEETINGS. 1.7 SITE VISITS: BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE PREMISES PRIOR TO SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO SUBSEQUENT EXTRAS OR ADDITIONS WILL BE ALLOWED ON ANY CLAIM FOR LACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER COULD HAVE INFORMED HIMSELF. 1.8 LIMITATIONS AND EXCLUSIONS: BIDDER SHALL MAKE KNOWN TO ARCHITECT ANY LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID PERIOD OF THE PROJECT. ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS SHALL BE ITEMIZED IN THE BID PROPOSAL, OR THEY WILL BE PRESUMED INCLUDED; IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED. 1.9 INSURANCE: ALL CONTRACTORS INVOLVED IN THIS PROJECT SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT AND SHALL COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. CONTRACTORS SHALL COMPLY WITH ALL RULES AND REGULATIONS DICTATED BY THE LANDLORD. INSURANCE SHALL PROTECT LANDLORD, TENANT, ARCHITECT AND ANY OTHER ENTITIES REQUESTED TO BE FREE FROM LIABILITY DUE TO CONTRACTOR'S NEGLIGENCE. A PROPERLY EXECUTED CERTIFICATE OF INSURANCE, AIA DOCUMENT #G705, SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. 1.10 SUBMITTALS AND SHOP DRAWINGS: A. THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES AND / OR SCHEDULES OF EACH OF THE VARIOUS MATERIALS, HARDWARE, EQUIPMENT, AND FINISHES TO ARCHITECT FOR REVIEW AND COMMENT. SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, DOORS, HARDWARE, LIGHTING, PLUMBING, ELECTRICAL, MECHANICAL, FINISHES, AND SPECIALTY EQUIPMENT. B. THE GENERAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR REVIEW AND COMMENT THREE (3) PRINTS OF ALL FABRICATION, ERECTION, OR INSTALLATION SHOP DRAWINGS. SHOP DRAWINGS INCLUDE, BUT ARE NOT LIMITED TO, MILLWORK, STRUCTURAL, LIFE SAFETY, AND HVAC. C. CONTRACTORS SHALL NOT COMMENCE ANY PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWINGS, PRODUCT DATUM, OR SAMPLE UNTIL THE SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECT AND / OR THE APPROPRIATE CONSULTANT. ARCHITECT SHALL HAVE FIVE (5) BUSINESS DAYS PER REVIEW. INCOMPLETE SUBMITTALS WILL DELAY REVIEW. DOORS, HARDWARE, AND FRAMES ARE CONSIDERED A SINGLE REVIEW PACKAGE. 1.11 SUBSTITUTIONS: THERE SHALL BE NO SUBSTITUTION OF MATERIALS SPECIFIED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. 1.12 MANUFACTURER’S INSTRUCTIONS: A. UNLESS OTHERWISE SPECIFIED, INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER’S PRINTED INSTRUCTIONS AND RECOMMENDATIONS. CONTRACTOR SHALL OBTAIN AND DISTRIBUTE COPIES OF SUCH INSTRUMENTS TO PARTIES INVOLVED IN INSTALLATION; AND MAINTAIN ONE SET OF COMPLETE INSTRUCTIONS AT THE JOBSITE DURING INSTALLATION AND UNTIL COMPLETION. B. CONTRACTOR SHALL HANDLE, INSTALL, CONNECT, CLEAN, CONDITION, AND ADJUST PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. C. CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. DO NO OMIT ANY PREPARATORY SET OR INSTALLATION PROCEDURE, UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY THE CONTRACT DOCUMENTS. 1.13 OVER – STOCK: GENERAL CONTRACTOR TO CONSULT TENANT AND LANDLORD REGARDING OVER-STOCK MATERIALS FOR FUTURE MAINTENANCE. SUCH ITEMS MAY INCLUDE: CARPET, CARPET ACCESSORIES, DOOR HARDWARE, CEILING TILE, AND PAINT. UNLESS OTHERWISE NOTED, PROVIDE OVER – STOCK AS FOLLOWS: CEILING TILE – ONE (1) CASE, CARPET TILE – TWO (2) CASES PER EACH TYPE SPECIFIED, BROADLOOM CARPET – TO BE DETERMINED. 1.14 BUILDING REGULATIONS: THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING LANDLORD, AND SHALL COORDINATE THE USE OF ELEVATORS AND LOADING DOCKS PRIOR TO COMMENCEMENT OF WORK WITH SAME. 1.15 BUILDING PROTECTION: GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING AND TENANT AREAS SHALL BE PROTECTED FROM DAMAGE THAT COULD OCCUR BECAUSE OF THIS WORK. CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND NEW WORK AREAS. ANY DAMAGE DUE TO THE CONTRACTOR’S WORK SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S SOLE EXPENSE. CONTRACTOR SHALL PROVIDE DUST PROOF BARRICADES AROUND ALL AREAS OF NEW WORK AS NECESSARY TO PROTECT ADJACENT TENANT AREAS FROM DAMAGE. 1.16 CUTTING AND DRILLING: CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACK HAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ON AN OVERTIME BASIS UNLESS THE LANDLORD AND ANY AFFECTED TENANT EXPRESSLY PERMIT IT. 1.17 HAZARDOUS MATERIALS REPORT ANY HAZARDOUS MATERIALS TO THE LANDLORD AND ARCHITECT IMMEDIATELY. 1.18 CLEAN-UP THE GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS OR BY THOSE OF OTHER CONTRACTORS UNDER SEPARATE CONTRACT. CONTRACTOR SHALL CONFINE HIS OPERATIONS FOR REMOVAL TO SUCH METHODS AS MAY BE AGREEABLE WITH THE LANDLORD. PREMISES TO BE SWEPT CLEAN ON A DAILY BASIS. 1.19 PUNCH-LIST: UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR SHALL PREPARE A "PUNCH-LIST" OF PENDING CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW AND AMENDMENT BY THE ARCHITECT. RELEASE OF FINAL PAYMENT WILL BE CONTINGENT ON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER- CONTRACTOR AGREEMENT. 1.20 GUARANTEE: ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS IN DESIGN, WORKMANSHIP AND MATERIALS FOR A PERIOD OF AT LEAST (1) ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND PAYMENT. ALL DEFECTS OCCURRING IN THE GUARANTEE PERIOD SHALL BE CORRECTED AT NO COST TO THE TENANT. 1.21 AS BUILT DRAWINGS: DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF ALL RUNS OF MECHANICAL AND ELECTRICAL WORK SHALL BE INDICATED TO SCALE IN RED INK ON THE DRAWINGS, INCLUDING CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING THE PUNCH-LIST, THIS DRAWING SET SHALL BE TRANSFERRED TO ELECTRONIC CAD DRAWINGS. THE CAD DRAWINGS SHALL BE MARKED "AS BUILT SET" AND RETURNED TO ARCHITECT AND TENANT ON COMPACT DISK. THE ARCHITECT SHALL, WITHIN FIVE WORKING DAYS OF THE RECEIPT OF THIS SET, GRANT APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR OR SHOW REASONABLE CAUSE WHY SUCH APPROVAL IS DENIED. 1.22 SUBSTANTIAL COMPLETION THE FOLLOWING ARE REQUIRED FOR SUBSTANTIAL COMPLETION: A. FINAL CLEANING BY A PROFESSIONAL SERVICE B. AS-BUILT DRAWINGS ON COMPACT DISK C. A BINDER WITH OPERATION, MAINTENANCE DATA, AND WARRANTIES FOR ALL INSTALLED SYSTEMS. D. SPECIFIED QUANTITIES OF MAINTENANCE AND OVER STOCK MATERIALS E. HVAC BALANCE REPORT DIVISION 2 - DEMOLITION 2.1 DESCRIPTION OF WORK PERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BE REQUIRED OR NECESSARY TO A FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER OR NOT SHOWN OR SPECIFIED. EXACT EXTENT OF DEMOLITION MAY NOT BE FULLY INDICATED BY THE DRAWINGS. 2.2 SALVAGED COMPONENTS: A. WHERE SHOWN ON DRAWINGS, SALVAGE CONSTRUCTION MATERIALS AND EQUIPMENT (E.G., LIGHT FIXTURES, DOORS, FRAMES, HARDWARE, ETC.) SUITABLE FOR REUSE. SALVAGED COMPONENTS SHALL BE CLEANED AND REPAIRED BEFORE REUSING. B. COORDINATE SALVAGE AND STORAGE OF BUILDING STANDARD CONSTRUCTION MATERIALS AND EQUIPMENT NOT NECESSARY FOR NEW TENANT CONSTRUCTION WITH LANDLORD. 2.3 PATCH AND REPAIR: A. EXISTING CONSTRUCTION WHERE AFFECTED BY DEMOLITION WORK SHALL BE PROPERLY REMEMBERED, ALIGNED, AND REPAIRED TO LEAVE NO EVIDENCE OF REMODELING WORK. AREAS AFFECTED OUTSIDE OF TENANT SPACE BY DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED SO AS TO LEAVE NO EVIDENCE OF DAMAGE. INTEGRITY OF NON-TENANT SPACE TO BE MAINTAINED. B. GENERAL CONTRACTOR SHALL REPAIR ANY FIRE PROOFING DAMAGED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION SO AS TO MAINTAIN THE ORIGINAL FIRE RATING. DIVISION 3 - CONCRETE A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL CONCRETE WORK IN ACCORDANCE WITH THE “AMERICAN CONCRETE INSTITUTE” (ACI) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STANDARD 318-83. B. CONTRACTOR TO CHECK AND LEVEL CONCRETE FLOOR SURFACE TO A TOLERANCE NOT EXCEEDING ¼” IN A 10’ - 0” DIAMETER WHEN MEASURED WITH A 10’ - 0” STRAIGHT EDGE. CONTRACTOR SHALL PATCH AND REPAIR IMPERFECTIONS IN EXISTING CONCRETE SLAB AT ARCHITECT’S DISCRETION OR AS REQUIRED PRIOR TO INSTALLING FLOOR FINISH PER MANUFACTURER’S RECOMMENDATIONS. FLOOR SHALL BE LEVEL TO ¼” IN 10’ - 0” DIAMETER ON A NON-CUMULATIVE BASIS ON ALL AREAS TO RECEIVE STONE OR TILE FLOORING. DIVISION 6 - WOODWORK AND CABINETRY 6.1 CARPENTRY: A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL WOOD BLOCKING AND OTHER REINFORCING WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED FOR ADEQUATE SUPPORT OF NEW WORK. B. ALL WOOD BLOCKING SHALL BE STAMPED "FIRE-RETARDANT" TREATED IN ACCORDANCE WITH GOVERNING ORDINANCES AND BUILDING CODES. C. ALL RAISED PLATFORMS MUST BE CONSTRUCTED FROM NON- COMBUSTABLE MATERIALS. 6.2 ARCHITECTURAL WOODWORK AND CABINETRY: A. THIS CONTRACTOR TO FURNISH AND INSTALL ALL CUSTOM ARCHITECTURAL WOODWORK INCLUDING, BUT NOT LIMITED TO: 1. STANDING OR RUNNING TRIM 2. WOOD CABINETS AND HARDWARE 3. DOORS AND HARDWARE 4. WOOD FRAMES 5. SHELVING AND HARDWARE B. QUALITY AND WORKMANSHIP: ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE AWS PREMIUM GRADE AS CERTIFIED BY THE WOODWORK INSTITUTE C. MATERIALS AND FINISHES: 1. MATERIALS AND FINISHES SHALL BE SPECIFIED ON THE DRAWINGS. SAMPLES SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AS SPECIFIED IN DIVISION 1 OF THESE SPECIFICATIONS. 2. WOOD VENEERS TO RECEIVE TRANSPARENT FINISH TO BE PLAIN SLICED AND BOOK AND END MATCHED, UNLESS OTHERWISE NOTED. 3. MELAMINE COLOR, WHERE SPECIFIED, SHALL BE WHITE AT PLASTIC LAMINATE MILLWORK AND BLACK AT WOOD VENEER MILLWORK, UNLESS OTHERWISE NOTED. 4. PROVIDE GROMMETS IN COUNTERTOPS ABOVE EACH WALL MOUNTED OUTLET. GROMMETS TO BE MOCKETT & COMPANY SG SERIES, 1 3/4" HOLE, COLOR BLACK. 5. MILLWORK CABINETS CONSTRUCTION TO BE FLUSH OVERLAY TYPE WITH EUROPEAN (INVISIBLE) SELF - CLOSING , 170 DEGREE OPENING, HEAVY - DUTY HINGES AND 100 POUND RATED, FULL EXTENSION SIDE MOUNTED DRAWER SLIDES, UNLESS OTHERWISE NOTED. JOINTS BETWEEN DOORS AND DRAWERS TO BE 3/32" MAXIMUM WIDTH AND CONSISTENT THROUGHOUT. 6. SCRIBE COUNTERTOPS AN D SPLASHES TO ADJACENT SURFACES. 7. PROVIDE 1/2" X 1/2" REVEAL WHERE CABINETS MEET ANOTHER SURFACE. REVEAL COLOR TO MATCH CABINET, UON. 8. MAXIMUM UNSUPPORTED CABINET SHELF WIDTH TO BE 3'-0". D. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT’S REVIEW AS SPECIFIED IN DIVISION 1 OF THESE SPECIFICATIONS. DIVISION 8 - DOOR, WINDOWS AND GLASS: 8.1 A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DOORS, FRAMES AND HARDWARE WHERE SPECIFIED AND DETAILED ON THE DRAWINGS. NEW MATERIALS AND INSTALLATION OF SAME SHALL MATCH EXISTING WORK EXCEPT WHERE OTHERWISE NOTED. B. HARDWARE SHALL MATCH EXISTING EXCEPT WHERE SPECIFIED OTHERWISE ON DRAWINGS. CONTRACTOR TO SUBMIT A FINISH HARDWARE SCHEDULE FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS. C. PROVIDE ¼” MAXIMUM UNDERCUT AT ALL NEW DOORS. 8.2 GLASS AND BORROWED LIGHT PARTITIONS: A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL GLASS WORK WITH FRAMES AND HARDWARE AS SPECIFIED AND DETAILED ON THE DRAWINGS. GLASS WORK EXCEPT WHERE DETAILED OR NOTED OTHERWISE SHALL MATCH EXISTING WORK. B. ALL GLASS WITHIN 12” OF A DOOR, IN A DOOR, OR WITHIN 18” OF THE FINISHED FLOOR SHALL BE TEMPERED OR LAMINATED SAFETY GLASS AND LABELED AS SUCH CLEARLY. C. SUBMIT SHOP DRAWINGS OF ALL GLASS FRAMING AND GLAZING WORK ALONG WITH MATERIAL SAMPLES TO ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH FABRICATION WORK. D. INSTALL TEMPERED GLASS WITH MANUFACTURER’S SEAL LOCATED AT THE LOWER CORNER OF THE LITE. CONCEAL TONG MARKS, IF ANY. E. ALL FIRE RATED SAFETY GLAZING SHALL BE “FIRE LITE” FIRE RATED CERAMIC GLASS AS MANUFACTURED BY TECHNICAL GLASS PRODUCTS, UNLESS OTHERWISE NOTED. REFER TO DRAWINGS FOR GLASS LITE FIRE RATING. F. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. LOCATIONS SPECIFIED IN CBC SECTION 2406.4.1 THROUGH 2406.4.7 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS. DIVISION 9 - FINISHES 9.1 DRYWALL PARTITIONS: A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW PARTITION, SOFFIT, AND CEILING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS. NEW CONSTRUCTION SHALL MATCH THAT OF EXISTING ADJACENT CONDITIONS, IF APPLICABLE, EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. B. ALL NEW PARTITION CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, AND SHALL CONFORM TO BUILDING STANDARD SPECIFICATIONS WHERE APPLICABLE. C. THE GENERAL CONTRACTOR SHALL LOCATE AND DESIGNATE ALL NEW AND REMAINING PARTITIONS AS NOTED ON THE DRAWINGS FOR REVIEW BY ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW WORK. D. PARTITIONS SHALL BE PLUMB AND DIMENSIONS SHALL BE WITHIN 1/8” IN 20’ - 0” ALONG LENGTH OF PARTITIONS. CONTRACTOR SHALL NOT ADJUST DIMENSIONS MARKED “CLEAR” OR “HOLD” WITHOUT REVIEW BY ARCHITECT. E. PROVIDE WATER RESISTANT GYPSUM WALL BOARD AT TOILET ROOM PARTITIONS AND OTHER WET AREAS. PROVIDE TYPE “X” GYPSUM BOARD AT FIRE - RATED ASSEMBLIES. F. INSTALL GYPSUM WALL BOARD WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING. G. NEW AND EXISTING GYPSUM WALL BOARD SHALL BE TAPED AND SANDED WITH NO VISIBLE JOINTS. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND SHALL HAVE SMOOTH LEVEL 4 SURFACE READY TO RECEIVE SCHEDULED FINISH. WHERE DEEP TONE PAINT IS SCHEDULED, SKIM COAT FULL SURFACE OF SUBSTRATE TO LEVEL 5 FINISH. REFERENCE USG STANDARDS. H. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE PROPERLY FIRE STOPPED PER CODE. 9.2 CEILINGS SYSTEMS: A. PATCH AND REPAIR: GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING CEILING SYSTEM WHERE AFFECTED BY DEMOLITION OR NEW CONSTRUCTION SO AS TO LEAVE NO EVIDENCE OF REMODELING WORK. B. GYPSUM CEILINGS: 1. CEILING SUPPORT SYSTEM SHALL LIMIT DEFLECTION OF FINISHED CEILING TO LESS THAN 1/260 OF SPAN. 2. ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE, CAPABLE OF CARRYING FIVE TIMES THE CEILING LOAD OR 100 POUNDS, WHICHEVER IS GREATER. 3. HANGERS SHALL BE PLUMB OR COUNTERSPLAYED AND SHALL NOT PRESS AGAINST PIPE OR DUCT INSULATION. 4. CARRYING CHANNELS AND MAIN RUNNERS SHALL BE LEVEL TO WITHIN 1/8 INCHES IN 10'-0". 5. SUSPENSION SYSTEM SHALL NOT BE VISIBLE FROM EYE LEVEL OF A PERSON STANDING ON THE FLOOR. C. LAY IN PANEL CEILINGS: 1. SPACE MAIN RUNNERS 4'-0" ON CENTER. LEVEL AND SQUARE TO ADJACENT WALLS 2. SPACE CROSS RUNNERS AT 2'-0" ON CENTER 3. PROVIDE COMPRESSION STRUTS AT SEISMIC WIRE LOCATIONS. COMPRESSION STRUTS SHALL NOT REPLACE HANGER WIRES. 9.3 RESILIENT BASE: A. RESILIENT BASE TO BE STRAIGHT AT CARPETING AND COVE AT HARD SURFACE FLOORING. B. RESILIENT BASE TO BE INSTALLED IN CONTINUOUS RUNS FROM 120'-0" ROLLS. NO JOINTS SHALL BE WITHIN 12” OF A CORNER. 9.4 CARPET TILE: A. STORE CARPET TILE AT LEAST 3 DAYS PRIOR TO INSTALLATION IN AREA OF INSTALLATION TO ACHIEVE TEMPERATURE STABILITY. 1. FOLLOW CRI 104 STANDARD FOR ROOM TEMPERATURE AND HUMIDITY CONDITIONS. 2. MAINTAIN RECOMMENDED CONDITIONS AT LEAST 72 HOURS PRIOR TO INSTALLATION AND AFTER COMPLETION. 3. DO NOT STACK CARPET TILE BOXES MORE THAN 6 CARTONS HIGH TO AVOID POTENTIAL CRUSHING. B. SEQUENCE CARPET TILE INSTALLATION WITH OTHER WORK TO MINIMIZE POSSIBILITY OF DAMAGE AND SOILING DURING REMAINDER OF CONSTRUCTION PERIOD. C. CONSISTENCY OF COLOR SHALL BE SUCH THAT ANY TILE SHALL BE INTERCHANGEABLE WITH ANY OTHER TILE, WITHIN A DYE LOT, WITH NO VISUAL DIFFERENCE. D. ADHESIVES, IF REQUIRED, TO BE PER MANUFACTURER'S GUIDELINES. E. SUBFLOOR MUST BE CLEANED, FREE OF DUST, DIRT, GREASE, WAX, PAINT, CURING OR PARTING AGENTS, OR ANY OTHER SUBSTANCE THAT MAY AFFECT THE BOND. CONCRETE FLOORS MUST BE LEVEL, FULLY CURED, FREE OF EXCESSIVE MOISTURE EMISSIONS AND ALKALI. CONCRETE FLOORS WITH A MOISTURE EMISSION RATE EXCEEDING 3.0 lbs / 1,000 SQ. FT. IN A 24 HOUR PERIOD REQUIRE CORRECTIVE MEASURES. 9.5 BROADLOOM CARPET: A. FACE YARNS SHALL BE OF SAME DYE BATCH, AND FINISH MATERIAL SHALL BE OF ONE MILL RUN. B. WHERE SPECIFIED PROVIDE STANDARD CUSHION: NOVA “CONTRACT” BY LEGGETT & PLATT, OR EQUAL. WEIGHT: 6.5 POUNDS PER CUBIC FOOT. THICKNESS: 5/16”. C. TACKLESS CARPET STRIPPING SHALL BE WATER RESISTANT PLYWOOD STRIPS, 3/8” OR 9/32” THICK, AS REQUIRED TO MATCH CUSHION / CARPET THICKNESS, WITH ANGULAR PINS PROTRUDING FROM TOP FOR GRIPPING AND HOLDING STRETCHED CARPET. D. SUBFLOOR MUST BE CLEANED, FREE OF DUST, DIRT, GREASE, WAX, PAINT, CURING OR PARTING AGENTS, OR ANY OTHER SUBSTANCE THAT MAY AFFECT THE BOND. CONCRETE FLOORS MUST BE LEVEL, FULLY CURED, FREE OF EXCESSIVE MOISTURE EMISSIONS AND ALKALI. CONCRETE FLOORS WITH A MOISTURE EMISSION RATE EXCEEDING 3.0 lbs / 1,000 SQ. FT. IN A 24 HOUR PERIOD REQUIRE CORRECTIVE MEASURES. 9.6 PAINTING AND DECORATING A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR AS NECESSARY TO PROVIDE PAINTING AND DECORATING WORK AS SPECIFIED AND INDICATED ON THE DRAWINGS. B. ALL WALLS, DRYWALL CEILINGS, DOORS, FRAMES AND WOODWORK SHALL BE FREE FROM DEFECTS AND BE FILLED AND SANDED SMOOTH PRIOR TO RECEIVING PAINTED AND/OR NATURAL FINISHES. NEW WORK SHALL BE PRIMED AND PAINTED WITH NOT LESS THAN ONE PRIME AND TWO FINISH COATS. PREVIOUSLY FINISHED WORK SHALL RECEIVE NOT LESS THAN TWO FINISH COATS. C. PAINTING SYSTEM NEW CONSTRUCTION: 1. DRYWALL - 1ST COAT - BENJAMIN MOORE (BM) LATEX QUICK DRY PRIME SEALER II (201). a. DRYWALL CEILINGS 2ND & 3RD COAT - "BM" REGAL WALL SATIN LATEX FLAT (215). REFER TO FINISH PLAN FOR PAINT COLORS. B. DRYWALL WALLS 2ND & 3RD COAT - "BM" REGAL AQUAPEARL LATEX (310) OR EGGSHELL. REFER TO FINISH PLAN FOR PAINT COLORS. C. DRYWALL WALLS 2ND & 3RD COAT IN BATHROOMS, KITCHENS, JANITOR CLOSETS, ETC. SEMI GLOSS FINISH. REFER TO FINISH PLAN FOR PAINT COLORS. d. OTHER FINISH COATS AS NOTED ON PLAN. e. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS REQUIRED, OR NOTED. 2. MISCELLANEOUS WOOD TRIM - 1ST COAT - BENJAMIN MOORE ALKYD ENAMEL UNDERBODY (217). a. 2ND & 3RD COAT - AS NOTED. B. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS REQUIRED, OR NOTED. 3. MISCELLANEOUS METAL TRIM - 1ST COAT - BENJAMIN MOORE IRONCLAD RETARDO RUST INHIBITIVE PAINT (163). a. 2ND & 3RD COAT - "BM" SATIN IMPERVO (235) OR ALKYD DULAMEL (207) FOR SEMI- GLOSS FINISH. B. OTHER FINISH COATS AS NOTED ON PLAN. C. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS REQUIRED. NOTE: IF OTHER PAINT MANUFACTURER IS USED, FOLLOW SAME PRODUCT SPECIFICATIONS AS SHOWN FOR "BM". D. UNLESS OTHERWISE NOTED, PREPARE AND PAINT ALL EXPOSED ITEMS INCLUDING COLUMNS, PANEL BOXES, CONDUIT, SURFACE RACEWAYS, DRAPERY POCKETS, ETC. NOT PRE-FINISHED TO MATCH ADJACENT PARTITION OR CEILING COLOR. E. FINISH VERTICAL EDGES OF PAINT GRADE DOORS TO MATCH FACES. SEAL TOP AND BOTTOM EDGES. F. PAINT ASTRAGALS AT FIRE RATED DOORS TO MATCH DOOR. G. ALL SHOP PAINTED WOOD DOORS TO BE PAINTED TO AWI-OP4 SPECIFICATION FOR SOLID COLORS AND AWI TO VIF-4 FOR CLEAR FINISHES. 9.7 WALL COVERING: INSTALL WALL COVERING USING MANUFACTURER’S RECOMMENDED ADHESIVE. WALL COVERING SHALL BE CONTINUOUS BEHIND COUNTERTOPS, CHAIR RAILS, ETC. SEAMS SHALL BE TIGHT, NEAT, AND NOT LESS THAN 12” FROM CORNERS. DO NOT END WALL COVERING AT AN OUTSIDE CORNER. 9.8 RESILIENT FLOORING: THE CONTRACTOR SHALL WAX ALL NEW AND, WHERE OCCURS, EXISTING RESILIENT FLOORS, UON. DIVISION 10 - SPECIALTIES (NOT USED) DIVISION 11 – EQUIPMENT PROVIDE ELECTRICAL AND WATER SYSTEMS REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION OF ALL APPLIANCES AS SHOWN OR SPECIFIED ON THE DRAWINGS. DIVISION 12 – FURNISHINGS A. FURNITURE IS BY TENANT UNLESS OTHERWISE NOTED. REFER TO POWER AND SIGNAL PLAN FOR ELECTRICAL REQUIREMENTS. B. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE TENANT’S FURNITURE VENDOR TO INCLUDE FLOOR CORE LOCATIONS, BASE POWER, AND DATA IN FEED LOCATIONS. DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 - CONVEYING SYSTEM (NOT USED) DIVISION 15 - MECHANICAL 15.1 SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HEATING, AIR CONDITIONING, VENTILATION, PLUMBING, FIRE PROTECTION, AND LIFE SAFETY SYSTEM. CONTRACTOR SHALL VISIT THE PROJECT SITE TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF EXISTING DUCTWORK, PIPING AND FIRE PROTECTION EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING WORK AS NECESSARY TO ACCOMMODATE NEW WORK. 15.2 ENGINEERING DESIGN DOCUMENTS CONTRACTOR SHALL PREPARE OR CAUSE TO HAVE PREPARED A COMPLETE SET OF MECHANICAL AND PLUMBING ENGINEERING DRAWINGS AND SPECIFICATIONS. CONTRACTORS SHALL SUBMIT DRAWINGS AND SPECIFICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH NEW WORK. CONTRACTOR SHALL PROVIDE WET STAMPED AND SIGNED DRAWINGS FOR BUILDING DEPARTMENT PERMIT SUBMISSION. 15.3 ORDINANCES, REGULATIONS AND BUILDING CODES ALL WORK SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS TO PERFORM THIS WORK. DIVISION 16 - ELECTRICAL 16.1 SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE OPERATIONAL ELECTRICAL SYSTEM. CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY ALL ELECTRICAL CONDITIONS TO DETERMINE THE EXTENT OF NEW WORK AND DEMOLITION INVOLVED. CONTRACTOR SHALL REMOVE AND TERMINATE ALL EXISTING ELECTRICAL, TELEPHONE AND OTHER DEVISES NOT OTHERWISE INDICATED TO REMAIN. (REFER TO ENGINEER'S DOCUMENTS, IF APPLICABLE.) 16.2 ENGINEERING DESIGN DOCUMENTS CONTRACTOR SHALL PREPARE OR CAUSE TO HAVE PREPARED A COMPLETE SET OF ELECTRICAL ENGINEERING DRAWINGS AND SPECIFICATIONS. CONTRACTORS SHALL SUBMIT DRAWINGS AND SPECIFICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH NEW WORK. CONTRACTOR SHALL PROVIDE WET STAMPED AND SIGNED DRAWINGS FOR BUILDING DEPARTMENT PERMIT SUBMISSION. 16.3 ORDINANCE, REGULATIONS & BUILDING CODES ALL WORK SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS TO PERFORM THIS WORK. 16.5 TELEPHONE/DATA SYSTEMS COORDINATION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT'S TELEPHONE AND COMMUNICATIONS VENDOR PRIOR TO COMMENCING WITH NEW WORK. ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 2 2 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t 23008.00 G0.20 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE PLAN / ACCESSIBLE PATH OF TRAVEL DIAGRAM COLLECTORS - ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE PARKING STALLS YA R D D I S T A N C E 65 . 4 ' N O R T H YARD DISTANCE 71.2' WEST 32 . 7 ' F S D FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET B 2026-0317 REVISION 1 W D (E ) (E) (E)(E) (E)(E ) (E ) (E ) (E ) (E ) (E ) (E ) (E) (E ) (E ) (E) (E) +60" (E ) (E ) (E ) (E ) 80 " (E ) +6 6 " (E ) +6 6 " (E) (E) +60"(E)(E) +60" FE C (E) (E ) (E)(E)(E)(E)(E)(E) (E)(E) (E) (E ) (E ) (E ) (E ) (E) (E ) (E ) (E )(E) (E)(E)(E)(E)(E) (E ) (E ) (E)(E)(E) GFI (E) (E)(E)(E) (E ) (E ) (E ) T (E) J (E) T (E) (E ) (E)(E)(E) (E ) (E ) J(E ) T(E ) (E ) (E ) (E ) +7 2 " (E ) (E ) 72 " J(E ) J(E ) J(E ) T(E ) T(E ) T(E ) (E ) (E)(E ) (E) (E ) (E ) +4 2 " GF I (E ) +4 2 " GF I (E )(E) (E ) (E ) (E ) (E) (E) +72"(E) (E ) (E)(E) (E) +72"(E)(E) (E ) (E ) (E ) (E ) (E) (E) (E)(E)(E)(E) (E ) (E ) (E ) (E) (E ) (E) (E ) (E) (E ) (E) (E ) (E) (E ) (E ) (E) (E ) (E) (E ) (E) (E ) (E)(E) (E ) +7 2 " (E ) (E ) (E ) (E ) (E ) (E) (E ) (E ) (E) (E)(E)(E) T (E ) J (E ) (E) +72" (E) (E)(E ) (E) (E) (E ) (E) (E)(E)(E) (E) +72" (E ) T(E ) J(E ) (E ) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) +7 2 " (E) (E) (E ) (E)(E ) (E)(E)(E)(E)(E)(E) (E ) (E ) (E)(E)(E)(E)(E) (E)(E)(E) (E ) (E)(E) (E ) (E)(E) (E)(E) (E)(E ) (E ) (E) (E)(E)(E) (E ) (E ) (E) (E) (E)(E) (E)(E) (E ) (E ) (E ) (E ) (E) (E ) (E ) (E) +72" (E ) (E ) (E ) (E) +72"(E) (E ) (E)(E) (E ) (E ) (E) (E) (E) (E ) (E ) (E) (E) (E ) (E ) (E ) (E ) (E)(E)(E) (E ) (E) (E ) (E ) (E ) (E ) +7 2 " (E ) (E ) (E ) (E ) (E ) (E ) (E) (E ) (E ) (E) (E)(E) (E ) (E) +42" GFI (E)(E) +72" (E ) (E) +72" (E) T (E ) T (E ) T (E ) T(E ) T(E ) T (E ) T(E ) T(E ) T(E ) T(E ) T(E ) T (E) T (E) T (E) J (E ) J (E ) J (E ) J(E ) J(E ) J (E) J (E) J (E) J(E ) J(E ) J(E ) J(E ) J(E ) J (E ) (E ) (E ) (E ) (E)(E)(E) (E)(E) (E)(E) (E ) (E) +72" (E ) (E) +72" (E)(E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E ) (E ) (E ) (E ) (E ) J (E ) J (E) T (E ) T (E) (E ) (E ) +7 2 " (E ) J (E) J (E ) T (E) T (E ) (E) (E) (E ) (E) (E ) (E ) T (E ) T (E ) T (E) J (E) J (E ) J (E ) +66"+66" +66"+66" T J T J T J T J (E ) +7 2 " (E ) (E ) 72 " T J T J T J T J +4 2 " GF I +6 6 " +6 6 " T J T J FB 1 +66"+66" +66"+66" +4 2 " RS R S RS RS RS CR C R C R CR CR CR (E)(E)(E) CA FE C FEC FE C FEC FEC FE C FEC FE C FEC FEC FE C FEC (E) (E) (E ) FEC FE C FEC CR CR CR CR CR CR VICCR AI C CR C R CRCR CR C R C R CR CR C R CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CRVIC CR CR CRCR VICVICCR CR CR RS +6 6 " +6 6 " FB 1 FB 1 FB 1 (E)(E) (E)(E)(E) (E )(E)(E)(E)(E) (E)(E)(E)(E ) FB 1FE C FEC FE C A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 DEMOLITION IN LANDLORD SCOPE A111 4' - 10" 6' - 6"10 ' - 9 " 1' - 6 " MTL CONVEYOR 115 VESTIBULE 146 (E) ELEC 190HALLWAY 150 (E) STORAGE 149 LOADING / STORAGE 147 HALLWAY 1120 A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 A112 LOADING / STORAGE 147 MTL CONVEYOR 115 VESTIBULE 146 HALLWAY 1120 (E) ELEC 190 HALLWAY 150 (E) STORAGE 149 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, UON. 4. REMOVE ALL ABANDONED POWER AND SIGNAL CABLING BACK TO SOURCE AND SAFE OFF. 5. REMOVE FLOORING FINISHES AND WALL FINISHES THROUGHOUT AREA OF WORK, UON. A. EXISTING WALL PROTECTION AND CORNER GUARDS TO REMAIN UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTION FOR EXISTING FINISHES TO REMAIN. 7. GC SHALL PATCH AND REPAIR AREAS WHERE DEMOLITION OR DAMAGE OCCURRED. REFINISH DISTURBED AREAS TO MATCH ADJACENT CONDITION. EXTEND PATCH TO NEAREST NATURAL BREAK POINT. 8. GC TO PATCH AND REPAIR DAMAGED FIRE PROOFING ON STRUCTURAL AND FIRE RATED ASSEMBLIES. MATCH EXISTING FIRE RATING. 9. REMOVE OR COVER ALL EXISTING PERIMETER WINDOW BLINDS PRIOR TO COMMENCEMENT OF DEMOLITION. CLEAN AND UNCOVER OR REINSTALL AT COMPLETION OF CONSTRUCTION. 10. CONSULT WITH LANDLORD REGARDING SALVAGE AND REUSE OF BUILDING STANDARD ELEMENTS NOT REQUIRED FOR NEW CONSTRUCTION. 11. ANY DEMOLITION DRAWINGS AND NOTES ARE PROVIDED FOR CONVENIENCE AND INFORMATION ONLY AND ARE NOT INTENDED TO REPRESENT THE COMPREHENSIVE STATE OF THE BUILDING(S). VERIFY THE EXISTING STATE OF THE BUILDING(S) FINISHES AND BUILDING SYSTEMS. 12. CONTRACTOR TO COORDINATE AND VERIFY ALL DEMOLITION WITH ALL ALTERATION PLANS. 13. FOLLOWING DEMOLITION, ALL EXISTING DIMENSIONS AND CONDITIONS ARE TO BE CHECKED BY THE CONTRACTOR FOR CONFORMANCE WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO THE COMMENCEMENT OF WORK. 14. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS AND ITEMS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE AGENCY CODES AND REGULATIONS. 15. CONTRACTOR SHALL TAKE SPECIAL CARE TO PRESERVE THOSE ELEMENTS THAT ARE TO REMAIN. ANY ITEMS THAT ARE TO BE RE-USED MUST BE STORED AND PROTECTED AS REQUIRED FOR RE-USE. 16. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE EXISTING STRUCTURE. 17. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 18. WHERE SCHEDULED TO BE DEMOLISHED, EXISTING FLOOR BOXES TO BE SAFED OFF AND CAPPED WITH A FLUSH TO FLOOR PLATE OR MANUFACTURER RECOMMENDED CAP AND COVERED WITH SCHEDULED FLOOR FINISH. WHERE BOXES OCCUR AT EXPOSED CONCRETE, BOX TO BE REMOVED AND PATCHED BACK WITH CONCRETE. 19. WHERE EXISTING POWER/DATA WALL OUTLETS ARE TO BE DEMOLISHED, WALL IS TO BE PATCHED, REPAIRED, AND PREPPED ACCORDINGLY. DEMOLISHED CONSTRUCTION EXISTING CONSTRUCTION N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 8 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 AD2.21 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 01 -DEMOLITIAN PLANS COLLECTORS - ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT B 2026-0317 REVISION 1 1/16" = 1'-0"1LEVEL 01 - PLAN, DEMOLITION - MATERIAL CONVEYOR 1/16" = 1'-0"2LEVEL 01 - PLAN, REFLECTED CEILING DEMOLITION - MATERIAL CONVEYOR KEYNOTES A111 DEMO EXISTING SLAB FOR MATERIAL CONVEYOR AND PREP OPENING FOR NEW DEPRESSED SLAB. SEE STRUCTURAL FOR ADDITIONAL INFORMATION A112 DEMO EXISTING CEILING AT THIS LOCATION FOR MATERIAL CONVEYOR 12" = 1'-0" SHEET NOTES LEGEND FB 1 (E) (E ) (E)(E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E) (E) (E) (E ) (E) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E)(E) (E)(E) (E ) (E ) (E ) (E ) (E ) (E ) (E)(E) FE C FEC (E ) (E ) (E ) (E ) (E) (E ) (E ) (E ) (E) (E ) J J (E) (E)(E) (E ) J J (E ) (E)(E) (E ) (E)(E ) (E)(E ) (E)(E ) JJJJJJ J (E)(E)(E ) (E ) FE C J J J J J J J J 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, UON. 4. REMOVE ALL ABANDONED POWER AND SIGNAL CABLING BACK TO SOURCE AND SAFE OFF. 5. REMOVE FLOORING FINISHES AND WALL FINISHES THROUGHOUT AREA OF WORK, UON. A. EXISTING WALL PROTECTION AND CORNER GUARDS TO REMAIN UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTION FOR EXISTING FINISHES TO REMAIN. 7. GC SHALL PATCH AND REPAIR AREAS WHERE DEMOLITION OR DAMAGE OCCURRED. REFINISH DISTURBED AREAS TO MATCH ADJACENT CONDITION. EXTEND PATCH TO NEAREST NATURAL BREAK POINT. 8. GC TO PATCH AND REPAIR DAMAGED FIRE PROOFING ON STRUCTURAL AND FIRE RATED ASSEMBLIES. MATCH EXISTING FIRE RATING. 9. REMOVE OR COVER ALL EXISTING PERIMETER WINDOW BLINDS PRIOR TO COMMENCEMENT OF DEMOLITION. CLEAN AND UNCOVER OR REINSTALL AT COMPLETION OF CONSTRUCTION. 10. CONSULT WITH LANDLORD REGARDING SALVAGE AND REUSE OF BUILDING STANDARD ELEMENTS NOT REQUIRED FOR NEW CONSTRUCTION. 11. ANY DEMOLITION DRAWINGS AND NOTES ARE PROVIDED FOR CONVENIENCE AND INFORMATION ONLY AND ARE NOT INTENDED TO REPRESENT THE COMPREHENSIVE STATE OF THE BUILDING(S). VERIFY THE EXISTING STATE OF THE BUILDING(S) FINISHES AND BUILDING SYSTEMS. 12. CONTRACTOR TO COORDINATE AND VERIFY ALL DEMOLITION WITH ALL ALTERATION PLANS. 13. FOLLOWING DEMOLITION, ALL EXISTING DIMENSIONS AND CONDITIONS ARE TO BE CHECKED BY THE CONTRACTOR FOR CONFORMANCE WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO THE COMMENCEMENT OF WORK. 14. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS AND ITEMS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE AGENCY CODES AND REGULATIONS. 15. CONTRACTOR SHALL TAKE SPECIAL CARE TO PRESERVE THOSE ELEMENTS THAT ARE TO REMAIN. ANY ITEMS THAT ARE TO BE RE-USED MUST BE STORED AND PROTECTED AS REQUIRED FOR RE-USE. 16. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE EXISTING STRUCTURE. 17. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 18. WHERE SCHEDULED TO BE DEMOLISHED, EXISTING FLOOR BOXES TO BE SAFED OFF AND CAPPED WITH A FLUSH TO FLOOR PLATE OR MANUFACTURER RECOMMENDED CAP AND COVERED WITH SCHEDULED FLOOR FINISH. WHERE BOXES OCCUR AT EXPOSED CONCRETE, BOX TO BE REMOVED AND PATCHED BACK WITH CONCRETE. 19. WHERE EXISTING POWER/DATA WALL OUTLETS ARE TO BE DEMOLISHED, WALL IS TO BE PATCHED, REPAIRED, AND PREPPED ACCORDINGLY. DEMOLISHED CONSTRUCTION EXISTING CONSTRUCTION A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 OPEN OFFICE 200 STORAGE 213 5' - 0"6' - 6" 12 ' - 4 " 6 ' - 1 0 " 1/16" = 1'-0"1LEVEL 02 - PLAN, DEMO - MATERIAL CONVEYOR N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 9 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 AD2.22 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -DEMOLITIAN PLANS COLLECTORS - KEYNOTES 12" = 1'-0" SHEET NOTES LEGEND ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT B 2026-0317 REVISION 1 FE C FE C FEC FE C FEC FEC FE C FEC FE C FEC FEC FE C FEC FEC FE C FEC FE C FEC FE C A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 A4.21 - MC 2 4' - 2" 13 ' - 7 " 5 " EL 0 1 MTL CONVEYOR 115 7' - 9" W30A W30A W30AW30A W30A LOADING / STORAGE 147 (E) ELEC 190 (E) STORAGE 149 HALLWAY 150 HALLWAY 1120 VESTIBULE 146 A114 A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR 215 CONFERENCE 210 MDF 211 OFFICE 212 (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A4.21 - MC 1 9' - 4 " 1 3 ' - 7 " 7' - 9" 4' - 1" EL 0 2 W30A W30A W30A W30A W30A 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. SEE A7.00 AND A7.01 FOR TYPICAL INTERIOR FRAMING DETAILS. 4. LOCATE NEW PARTITIONS ON CENTER LINE OF MULLION OR ALIGNED WITH COLUMN OR WALL, UON. SEE TYPICAL PARTITION DETAILS ON SHEET A7.02. 5. ALL PARTITIONS SHALL BE TYPE W01A, UON. 6. ALL GLAZING SHALL BE TYPE G01, UON. PROVIDE GLAZING SEALANT COLOR SAMPLE FOR ARCHITECT’S REVIEW. GLAZING STOP COLOR TO MATCH FRAME. 7. REPAIR OR REPLACE DAMAGED OR MISSING GYPSUM BOARD ON EXISTING PARTITIONS AND COLUMNS TO REMAIN. MATCH EXISTING PARTITION TYPE AND FINISHES. 8. PROVIDE BACKING AS NEEDED TO SUPPORT WALL HUNG ITEMS INCLUDING, BUT NOT LIMITED TO, SIGNAGE, RESTROOM ACCESSORIES, GRAB BARS, EQUIPMENT, AND FURNITURE. 9. GC SHALL FIELD CUT MILLWORK AS NECESSARY TO ALLOW ACCESS TO WALL POWER AND SIGNAL LOCATIONS. FIELD VERIFY CONDITIONS. 10. ALL SIGNAGE IS BY TENANT’S VENDOR. 11. PER CBC 703.7: FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: A. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES. B. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (914 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND C. INCLUDE LETTERING NOT LESS THAN 3 INCH IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: “FIRE AND/OR SMOKE BARRIER--PROTECT ALL. 12. NO HAZARDOUS MATERIALS ARE TO BE STORED IN THE BUILDING. 13. WINDOW COVERINGS: PROVIDE ALLOWANCE TO CLEAN, REPAIR AND REPLACE AS NEEDED. DOOR TAG WALL TAG STOREFRONT / CURTAIN WALL TAG XX CHANGE IN ELEVATION LEVEL 101 APPLIANCE, PLUMBING, AND EQUIPMENT TAGS 1i 1i EXISTING CONSTRUCTION 1 HR RATED PARTITION NEW CONSTRUCTION N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 0 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 A2.21 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVELS 01 & 02 -OVERALL PLANS COLLECTORS - ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT B 2026-0317 REVISION 1 1/16" = 1'-0"1LEVEL 01 - PLAN, MATERIAL CONVEYOR PLAN 1/16" = 1'-0"2LEVEL 02 - PLAN, MATERIAL CONVEYOR PLAN MARK DESCRIPTION DETAIL # W30A 6" C-H STUD SHAFT WALL: ACOUSTICAL; 1 HR RATED (UL145,U469) 1/A6.00 SHEET NOTES LEGEND WALL SCHEDULE KEYNOTES A114 ACCESSIBLE ROUTE TO AREA OF ALTERATION. REFER TO SHEET G0.20 FOR ACCESSIBLE ROUTE OF EXISTING SITE PLAN CR FEC (E) CR 4 A4.21 - MC 3 A4.21 - MC SH A F T C L R . 12 ' - 4 " SHAFT CLR. 6' - 6" MTRL CONVEYOR EL02 LEVEL 2 14' -0" LEVEL 1 0" ELEVATOR PIT -5" OV E R H E A D C L E A R E N C E 28 ' - 4 " EXISTING FIRE 1 HR RATED BOUNDARY 1' - 0 " MATERIAL CONVEYOR SHAFT CLR. 12' - 4" PIT CLR. 10' - 6" EXISTING JOIST 3 1/2" X 20" EVERY 16" O.C 12' - 10 3/4" NEW SLAB. REFER TO STRUCTURAL DRAWING EXISTING SLAB EXISTING FIRE 1 HR RATED BOUNDARY EXISTING JOIST 3 1/2" X 20" EVERY 16" O.C LEVEL 2 14' -0" LEVEL 1 0" ELEVATOR PIT -5" 1' - 0 " EXISTING JOIST 3 1/2" X 20" EVERY 16" O,C EXISTING FIRE 1 HR RATED BOUNDARY NEW SLAB. REFER TO STRUCTURAL DRAWING EXISTING SLAB EXISTING JOIST 3 1/2" X 20" EXISTING FIRE 1 HR RATED BOUNDARY LO A D H E I G H T 8' - 0 " LO A D H E I G H T 8' - 0 " MATERIAL CONVEYOR 4 A4.21 - MC 3 A4.21 - MC SH A F T C L R . 12 ' - 4 " SHAFT CLR. 6' - 6" MTRL CONVEYOR EL01 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 3 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t 1/4" = 1'-0"23008.00 A4.21 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 MATERIAL CONVEYOR ENLARGED PLANS & SECTIONS COLLECTORS - ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT 1/4" = 1'-0"1LEVEL 02 - PLAN, MATERIAL CONVEYOR PLAN, ENLARGED 1/4" = 1'-0"3SECTION E/W @ MATERIAL CONVEYOR SHAFT 1/4" = 1'-0"4SECTION N/W @ MATERIAL CONVEYOR SHAFT 1/4" = 1'-0"2LEVEL 01 - PLAN, MATERIAL CONVEYOR - ENLARGED 1. DOUBLE DOOR W/ CARD READER (7) PAIR BUTT HINGES (1) PAIR ELECTRIC HINGE (2) ELECTRIC LEVER LOCKSET (1) CARD READER (2) CLOSERS (1) ASTRAGAL (1) COORDINATOR (2) AUTOMATIC DOORBOTTOM 1. ALL DOORS TO COMPLY WITH ADA ACCESS REQUIREMENTS, UON. REFER TO DETAILS ON THIS SHEET. 2. WOOD DOORS SHALL BE WDMA PREMIUM GRADE. ALL DOORS SHALL BE 5-PLY CONSTRUCTION AS MANUFACTURED BY ALGOMA HARDWOODS, EGGERS INDUSTRIES, OR MARSHFIELD DOOR. 7-PLY DOORS ARE NOT ACCEPTABLE. ANY SUBSTITUTIONS TO THE THREE LISTED MANUFACTURES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT PRIOR TO BID. 3. ALL STAIN GRADE DOORS SHALL BE FACTORY FINISHED WITH MFR’S STANDARD UV CURED FINISH. SEE DOOR FINISH TYPES FOR ADDITIONAL INFORMATION. 4. HINGES SHALL BE BY HAGER, MCKINNEY, OR STANLEY. ALL OPENINGS WITH CLOSERS AND ALL RATED OPENINGS SHALL HAVE BALL BEARING HINGES. DOORS GREATER THEN 36” IN WIDTH SHALL HAVE HEAVYWEIGHT HINGES. ONE HINGE SHALL BE PROVIDED FOR EACH 30” OF DOOR HEIGHT. 5. LOCKS SHALL MATCH BUILDING STANDARD, WHERE APPLICABLE. VERIFY LOCKING HARDWARE OF ALL EXISTING DOORS TO MATCH WHERE APPLICABLE. 6. CLOSERS SHALL BE BY LCN. ALL CORRIDOR DOORS SHALL HAVE 4010/4110 MODEL CLOSERS WITH INDICATED FINISH. INTERIOR DOORS SHALL HAVE 1461 MODEL CLOSERS WITH INDICATED FINISH. CONCEALED CLOSERS TO BE 3130 SERIES, WHERE OCCUR. 7. FLUSH BOLTS AND COORDINATORS SHALL BE BY IVES OR DOOR CONTROLS INTERNATIONAL. 8. FLAT GOODS SHALL BE BY IVES, HAGER, OR ROCKWOOD. 9. SMOKE GASKET, THRESHOLDS, ASTRAGALS, DOOR BOTTOMS, ETC. SHALL BE BY PEMKO OR NATIONAL GUARD PRODUCTS 10. PROVIDE FLOOR STOP AT ALL LOCATIONS WHERE DOOR WILL STRIKE PARTITION. PROVIDE RISERS AND DOOR MATES AS NECESSARY. 11. RIGHT HAND LEAF OF PAIR DOORS TO BE ACTIVE, UON. 12. MOUNT CLOSER ON PULL SIDE OF DOOR, UON. 13. FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. 14. CONNECT ELECTROMAGNETIC HOLDERS TO BUILDING LIFE SAFETY SYSTEM. 15. PROTECT PREFINISHED SURFACES AND REPAIR ANY DAMAGE. 16. SUBMIT DOOR AND HARDWARE SCHEDULE WITH PROPOSED ITEMS TO ARCHITECT FOR REVIEW BEFORE ORDERING ITEMS. 17. ALL HDWR TO HAVE FINISH: 626 SATIN CHROME, UON. VERIFY IN FIELD TO MATCH EXISTING. 18. PROVIDE APPROPRIATE SMOKE SEALS AND ‘S’ LABEL ASSEMBLIES AT ALL RATED DOORS. 19. COORDINATE WITH SECURITY VENDOR ON ALL DOORS REQUIRING CARD READERS OR OTHER EXITING / SECURITY DEVICES. 20. ALL RATED DOORS WITH GLASS TO HAVE CLEAR ‘FIRELITE’ GLASS WITH RATING TO MATCH DOOR. 21. LEVER TYPE TO BE: SCHLAGE, SPARTA, UON. VERIFY IN FIELD TO MATCH EXISTING. 22. ANY FIRE DOORS THAT ARE TO BE DEMOLISHED AND REPLACED TO REMAIN UNTIL (N) DOORS ARE READY FOR INSTALLATION. 23. KEYING BY LANDLORD, UON. 24. PAINT EXISTING PAINT GRADE DOORS AND FRAMES TO MATCH ADJACENT PARTITION, UON. 25. PROVIDE A 10" SMOOTH SURFACE ON THE BOTTOM OF ALL ACCESSABLE DOORS, PER CBC 11B-404.2.10 26. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING IN: (CBC 2406) A. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. B. SWINGING DOORS C. IF APPLICABLE, GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDE COMPLETE INSTALLATION AND ANCHORAGE DETAILS FROM THE MANUFACTURER OR STRUCTURAL ENGINEER. (CBC 2407) D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. E. THE NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4" INCHES. 27. CONTRACTOR TO VERIFY EXISTING LOCK CYLINDERS THROUGHOUT PROJECT TO ACCOMMODATE NEW TENANT KEYING SYSTEM. TO BE REPLACED AS REQUIRED. 28. CONTRACTOR TO VERIFY EXISTING EXTERIOR DOOR EGRESS HARDWARE IS FUNCTIONAL. TO BE REPLACED AS REQUIRED. LE V E L A R E A MA X S l o p e 1 : 4 8 4'-0" 3' - 8 " PU S H S I D E DOOR CLEARANCES 5' - 0 " PU L L SI D E 4' - 0 " * REQD FIRE DOORS, MAX EFFORT = 15 LBS * 1/2 " MAX. THRESHOLD. 1/4" = 1/2" MAX SLOPE = * 10" KICK PLATE OR SMOOTH FULL WIDTH DOOR SECTION @ DOOR / THRESHOLD THRESHOLD SEC. 11B-404.2.5 CBC 2'-0" MIN. CLR. @ EXTERIOR 1'-6" MIN. CLR. @ INTERIOR LC MIN. 32" CLR. * MAX EFFORT FOR INTERIOR DOORS = 5 LBS * MAX EFFORT FOR EXTERIOR DOOR = 5 LBS * OPERABLE WITHOUT GRASPING HARDWARE PUSH SIDE SEC. 11B-404.2.9 CBC SEC. 11B-404.2.10 CBC 1 2 12" PROVIDE THIS ADDITIONAL SPACE WHEN BOTH A LATCH AND CLOSER ARE PRESENT. 34 " - 4 0 " HA R D W A R E HE I G H T * 4" FOR SOLID GLASS DOORS 30 BEVEL ALL SURFACES. AUTOMATIC DOORS:WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32” WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. FLOOR LEVEL AT DOORS:REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OF LANDING ON EACH SIDE OF A DOOR. THRESHOLDS:THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2” LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4” AND 1/2” SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL. CHANGE IN LEVEL GREATER THAN 1/2” SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. MANEUVERING CLEARANCES AT DOORS:MIN MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B-404.2.4.1 AND 11B-404.2.4.1 (2016 CBC). THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60” AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48” AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24” PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18” PAST THE STRIKE EDGE FOR INTERIOR DOORS. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY SHALL PROVIDE A MINIMUM OF 48” OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AND ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. CLOSER-EFFORT TO OPERATE DOORS:MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS. DOOR CLOSER:IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3” FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. THE MINIMUM ALLOWABLE DISTANCE FROM THE FINISHED FLOOR TO THE BOTTOM OF THE DOOR CLOSER WILL BE 78 INCHES. THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE FROM A POINT 90 DEGREES OPEN POSITION TO THE 12 DEGREE POSITION DOOR HARDWARE: HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34” AND 44” ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND- ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS OFFSET 8” OR MORE FROM ANY OBSTRUCTION WITHIN 18” MEASURED LATERALLY ON THE LATCH SIDE, THE DOOR SHALL BE PROVIDED WITH MANEUVERING CLEARANCE FOR FRONT APPROACH. SMOOTH SURFACE:THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR A HAZARDOUS CONDITION. EXIT DOORS:ALL EXIT DOORS TO SWING IN THE DIRECTION OF TRAVEL AND BE OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. 1 SEE SCHED SE E S C H E D U L E SIM SIM 3 A6.00 - MC 2 A6.00 - MC SCHEDULED DOOR SCHEDULED FRAME, VERIFY THROAT WIDTH WITH SCHEDULED WALL SCHEDULED PARTITION SCHEDULED PARTITION SCHEDULED FINISH FLOOR SCHEDULED DOOR SCHEDULED FRAME 6" C-H STUD, 600CH-34 5/8" TYPE "X" GYPSUM BOARD CONTINUOUS FIRE RETARDING SEALANT, BOTH SIDES SLAB /STRUCTURE SCHEDULED CEILING, WHERE OCCURS ACOUSTICAL SEALANT, WHERE SCHEDULED TOP TRACK, S.S.D FULL WIDTH UNFACED SOUND ATTENUATION BLANKET FULL HEIGHT OF PARTITION BOTTOM TRACK, S.S.D. 1" TYPE "X" GYPSUM BOARD SLAB/STRUCTURE UL# U415 *REFER TO UL#U415 PERFORMANCE SPECIFICATION SH A F T S I D E PLYWOOD SHEATHING, WHERE OCCURS, S.S.D. N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 4 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 A6.00 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 DOOR SCHEDULE & SPECIFICATIONS COLLECTORS - DOOR NOTES ACCESSIBILITY REQUIREMENTS DOOR FINISH TYPES CL: CLEAR VENEER PT: PAINTED PT-X, SEE FINISH SCHEDULE GL: CLEAR TEMPERED GLASS FM: FILM PATTERN (SEE ELEVATIONS) ST: STAINED TO MATCH ARCHITECT'S SAMPLE ME: MATCH EXISTING RE: REFINISHED DOOR CONSTRUCTION TYPES WD: SOLID CORE, WOOD VENEER WD/GL: SOLID CORE, WOOD VENEER W/ TEMPERED GLASS LITE PG: SOLID CORE, PAINT GRADE PG/GL: SOLID CORE, PAINT GRADE W/ TEMPERED GLASS LITE GL: TEMPERED GLAZING HM: HOLLOW METAL MTL/GL: METAL W/ TEMPERED GLASS LITE ME: MATCH EXISTING FRAME FINISH TYPES CL: CLEAR ANODIZED FACTORY FINISH BK: BLACK ANODIZED FACTORY FINISH PT: PAINTED - FACTORY FINISH TO MATCH ARCH SAMPLE PT-X ST: STAINED TO MATCH ARCHITECT'S SAMPLE ME: MATCH EXISTING FRAME CONSTRUCTION TYPES AL: ALUMINUM HM: HOLLOW METAL, FULLY WELDED WD: WOOD ME: MATCH EXISTING DOOR SCHEDULE DOOR HARDWARE SCHEDULE DOOR SCHEDULE NOTES: • (E) DOORS TO REMAIN IN CURRENT LOCATION AND RECEIVE NEW HARDWARE OR SECURITY UPGRADES PER SCHEDULE. • ALL OTHER SCHEDULED DOORS, FRAMES AND HARDWARE TO BE NEW. • SEE SECURITY DRAWINGS FOR ADDITIONAL INFORMATION. DOOR ELEVATION LEGEND ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2026-0130 ISSUE FOR PERMIT B 2026-0317 REVISION 1 C 2026-0415 REVISION 2 DO O R N U M EL E V . T Y P E HD W R G R O U P ROOM DOOR FRAME FI R E R A T I N G PA N I C H D W R CTRL'D ACCESS S.R.D. COMMENTSNAME SIZE CONST. TYPE FINISH TYPE CONST. TYPE FINISH TYPEWIDTH HEIGHT THICK EL01 1 1 VESTIBULE 8' - 0" 7' - 10 1/2" 1 1/2" HM PT HM PT 45 MIN - CR EL02 1 1 8' - 0" 7' - 10 1/2" 1 1/2" HM PT HM PT 45 MIN - CR 3" = 1'-0"2DR - HM - JAMB 3" = 1'-0"3DR - HM - HEAD / SILL DOOR DETAILS PARTITION DETAIL 3" = 1'-0"1C-H STUD SHAFT WALL, 1-HR W30A UL #U415 PERFORMANCE SPECIFICATION STEEL STUDS — "C-H" SHAPED STUDS, MIN 2-1/2 IN. DEEP, FABRICATED FROM MIN 25 MSG GALV STEEL. CUT TO LENGTHS 3/8 TO 1/2 IN. LESS THAN FLOOR-TO-CEILING HEIGHT AND SPACED 16 OC. GYPSUM BOARD — GYPSUM LINER PANELS, NOM 1 IN. THICK, 600 MM (FOR METRIC SPACING) WIDE. PANELS CUT 1 IN. LESS IN LENGTH THAN FLOOR TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN “T” SHAPED SECTION OF C-T STUDS, "H" PORTION OF "C-H" STUDS, THE HOLDING TABS OF THE “I” SHAPED STUD, OR THE GAP BETWEEN THE TWO 3/4 IN. LEGS OF THE “E” STUDS. FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF VERTICAL "J" RUNNERS WITH 1-5/8 IN. LONG TYPE S STEEL SCREWS SPACED NOT GREATER THAN 12 IN. OC. WHEN WALL HEIGHT EXCEEDS LINER PANEL LENGTH, LINER PANEL MAY BE BUTTED TO EXTEND TO THE FULL HEIGHT OF THE WALL. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. IN SYSTEM I, BUTT JOINTS IN LINER PANELS ARE STAGGERED MIN 36 IN. BUTT JOINTS BACKED WITH 6 IN. BY 22 IN. STRIPS OF 3/4 IN. THICK GYPSUM WALLBOARD (ITEM 4). WALLBOARD STRIPS CENTERED OVER BUTT JOINTS AND SECURED TO LINER PANELS WITH SIX 1-1/2 IN. LONG TYPE G STEEL SCREWS, THREE SCREWS ALONG THE 22 IN. DIMENSION AT THE TOP AND BOTTOM OF THE STRIPS. FOR ALL SYSTEMS, WHEN J-SHAPED RUNNERS (ITEM 1) ARE SUPPLIED WITH SECUREMENT TABS, FREE EDGE OF END PANELS MAY BE SECURED BY BENDING THE SECUREMENT TABS, MAX. 12 IN. OC, TO A 90 DEGREE ANGLE TO SECURELY FRICTION- FIT PANELS IN J-SHAPED RUNNERS. GYPSUM BOARD — SYSTEM A — 1 HR GYPSUM PANELS, WITH BEVELED, SQUARE OR TAPERED EDGES, NOM 5/8 IN. THICK, 48 IN. OR 1200 MM WIDE, APPLIED VERTICALLY OR HORIZONTALLY, ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 12 IN. WHEN INSTALLED VERTICALLY OR 8 IN. OC WHEN INSTALLED HORIZONTALLY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. JOINT TAPE AND COMPOUND — SYSTEMS A, B, C, E, F, G, H, I JOINTS ON OUTER LAYERS OF GYPSUM BOARDS (ITEM 4 AND 4A) COVERED WITH PAPER TAPE AND JOINT COMPOUND. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM BOARDS ARE SUPPLIED WITH SQUARE EDGES. EXPOSED SCREW HEADS COVERED WITH JOINT COMPOUND. C MIN 18 GA STUDS AT WALL MOUNTED ARCHITECTURAL MILLWORK / ATTACHED. SEE DETAIL 6 OR 10/A6.01. LARGE ABOVE CEILING OPENING LARGE BELOW CEILING OPENING BELOW CEILING OPENING ABOVE CEILING OPENING DOOR OPENING DOUBLE DOOR OPENING CEILING LINE TOP TRACK BOTTOM TRACK TYP FLOOR LINE UNDERSIDE OF CONCRETE SLAB . SEE SHEET NOTE 6 10' - 0" MAX4'-6" MAX DOUBLE STUDS DOUBLE STUDS 4' - 6" MAX 4' - 6" MAX 10' - 0" MAX 10' - 0" MAX LARGE BELOW CEILING OPENING BELOW CEILING OPENING DOOR OPENING DOUBLE DOOR OPENING BOTTOM TRACK TYP 10' - 0" MAX4' - 6" MAX DOUBLE STUDS (FULL HEIGHT) DOUBLE STUDS (FULL HT) 4' - 6" MAX 10' - 0" MAX PROVIDE DIAGONAL BRACING AT TOP OF TRACK AT MAX 48" OC BETWEEN FULL HT STUDS DOUBLE STUDS (FULL HEIGHT) 22 A7.00 10 A7.00 14 A7.00 23 A7.00 10 A7.00 14 A7.00 15 A7.00 11 A7.00 23 A7.00 23 A7.00 14 A7.00 10 A7.00 10 A7.00 14 A7.00 14 A7.0023 A7.00 23 A7.00 11 A7.00 15 A7.00 22 A7.00 16 GA MIN. MTL TRACK (2) #10 SCREWS, TOP / BTM @ 4" O.C. DOUBLE 16 MIN. GA MTL STUDS. CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" for 3 5/8" STUDS AND 5" FOR 6" STUDS AT EACH SIDE. (2) #10 SCREWS AT 12" OC TOP / BTM AT EACH SIDE. TOP TRACK 11 ' - 0 " M A X 20 GA MIN MTL TRACK CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" FOR 3 5/8" STUDS AND 5" for 6" STUDS AT EACH SIDE. 2' - 0 " M A X . TOP TRACK CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS AT EACH SIDE. MTL SILL TRACK BELOW. (2) #10 SCREWS AT EACH SIDE. 18 GA MTL TRACK AT FLOOR. DOUBLE18 GA MTL STUDS AT BOTH JAMBS AT OPENINGS LESS THEN10'-0" WIDE. MTL TRACK (ES). MATCH GA WITH JAMB STUDS. NOTE: IF 3 5/8" STUD WALL; USE (3) 16GA STUDS @ JAMB, TYP. DOUBLE 20 GA MTL STUDS AT BOTH JAMBS AT OPENINGS LESS THEN 4'-6" WIDE. MTL TRACK (ES). MATCH GA WITH JAMB STUDS. MTL TRACK AT FLOOR. METAL STUDS SIZE AND SPACING PER PLAN AND WALL SECTIONS INTERIOR WALLS FASTENERS AT 16" OC STAGGERED WITH (2) EACH MAX. 4" FROM DOOR AND WINDOW JAMB OR TRACK ENDS. TYP. USE HILTI XDNI w/1 1/2" EMBED PROVIDE #12x2" LONG SMS AT RAISED ACCESS FLOOR OR .177"ø HILTI XDNI 1 1/2" EMBED TO CONCRETE SLAB. TRACK #10 SCREW AT EACH FLANGE TYP. >10" STUD PUNCH-OUT TOP TRACK 5 EQSPACES12" 1" 1" (6) #10 SCREWS EACH SIDE TOP TRACK PERPENDICULA R TO METAL DECK 5/ 8 " 5/ 8 " 10# PAN HEAD SELF TAPPING SCREWS, (2) PER FLUTE ATTACH TO (2) DECK FLUTES 6" X 16 GA PLATE WITH MIN. (4) #10 SMS METAL DECK HOLD STUD 1/2" MIN BELOW TRACK FILL VOIDS BETWEEN MTL DECK FLUTES AND PLATE W/ INSULATION AT FIRE RATED PARTITIONS CONT. DEFLECTION TRACK (SLOTTED TRACK SYSTEM) (2) 10# SMS AT EACH FLUTE CONT. 20 GA. X 1 1/4" DEEP RELIEF CHANNEL - ANCHOR TO STEEL PLATE W/ #8 PAN HEAD SELF TAPPING SCREWS AT 24" O.C. AND 6" FROM ENDS. METAL DECK HOLD STUD 1/2" MIN BELOW TRACK FILL VOIDS BETWEEN MTL DECK FLUTES AND PLATE W/ INSULATION AT FIRE RATED PARTITIONS CONT. DEFLECTION TRACK (SLOTTED TRACK SYSTEM) TOP TRACK PARALLEL TO METAL DECK #10 SCREW AT EACH FLANGE TYP. #10 SCREW AT EACH FLANGE TYP. HITLI XDNI PDF w/1 1/2" EMBED @ 16" O.C. TYP. STRUCTURAL SLAB CONT. TRACK 2 1/2" FLANGE SLOTTED SLIP TRACK W/ #10 SMS EA FLANGE EA SIDE ALLOW FOR VERTICAL MOVEMENT 1/ 2 " M I N . 1" M A X . 16 GA MTL. TRACK 2' - 0 " - 8 ' - 0 " M A X . TOP TRACK WALL STUD 3 5/8" OR 6" (1) #10 SMS EA. SIDE , EA. STUD 16 GA HEADER STUD w/(1) #10 SMS EA. SIDE @ 16"O.C. PROVIDE MTL TRACK IF FLAT TOP NEEDED FOR DRYWALL ATTACHMENT. OPENING HEAD HT. 2 ROWS #10 SMS @ 4" O.C. 20 GA MTL SILL TRACK (1) #10 SMS MIN. @ EA. SIDE, @EA. STUD OPENING SILL HT. OP E N I N G WALL STUD 3-5/8" OR 6" 18 GA MTL. TRACK w/ (1) #10 SMS MIN. @ EA SIDE @ EA. STUD 18 GA SILL STUD w/ (2) ROWS #10 SMS @ 4" O.C. OPENING SILL HT. MTL. TRACK IF NEEDED FOR DRYWALL ATTACHMENT OP E N I N G WALL STUD 3-5/8" OR 6" NOTE: WHEN WORK OCCURS ADJACENT TO AN HABITATED SPACE, REPLACE PDP AT THE TOP & BOTTOM TRACKS WIH A 3/16" SHANK X 1" HILTI KWIK CON II CONCRETE SCREW (ICC ER-5259). #8 SMS @ EA FLANGE TYP. TRACK TO MATCH GA OF STUD 0.145" SHANK PDP @ 24" O.C. TYP. AT BOTTOM TRACK TO STRUCTURE EXCEPT AS NOTED OTHERWISE AT 1/--AT CONDITION WITH TRACK BACKING AND FLOOR CABINETS WHEN NOTED. 10 " M A X 1" STUD PUNCH- OUT. DO NO LOCATE PUNCH-OUT W/IN 10" OF END OF STUD. #8 WAFERHEAD SCREW TYP. MIN. 3" 1" - 1 1 / 4 " 5/8" DEFLECTION GAP DO NOT ATTACH FINISH TO SLIP TRACK USE (2)- .145" SHANK PDP @ 6" STUDS AND GREATER @ 24" OC. USE 1- .145" SHANK PDP @24" O.C. FOR STUDS LESS THAN 6" NOTE: FOR ADDITIONAL FRAMING REQ'S AT THE TOP TRACK SEE SPECIAL ATTACHMENT DETAILS ON THIS SHEET AND PARTITION REQ'S FOR SOUND AND FIRE PROTECTION. 2-1/2"-8" VARIES 1/2" 1/2 " 1 1/2" 18 GA TOP TRACK BY SLIPTRACK (ICC ESR-1042). THIS TRACK TYPE MAY NOT BE USED FOR EXTERIOR APPLICATIONS UNLESS SPECIFICALLY DETAILED GAUGE STUD SIZE l (in )s (in )4 3 STUD PROPERTIES LAYERS OF GYP. BD. (NOTE 6) 20 GA 18 GA 25 GA 2 LAYERS 3 5/8" 3 5/8" 3 5/8" 3 5/8" 0.616 0.756 0.215 0.479 0.334 0.400 0.09 0.254 19' - 1" 20' - 5" 14' - 4" 17' - 6" 1. HEIGHT INDICATES MAX. STUD SPAN BETWEEN FLOOR TO STRUCTURE ABOVE OR TO BRACED CEILING 2. WALL DEFLECTION LIMIT = L/240, IF BRITTLE FINISHES ARE TO BE PROPOSED CHECK HIGHER DEFLECTION LIMITS AND/OR PRODUCT MFR. CRITERIA. 3. STUDS DO NOT CONSIDER CASEWORK OR EQUIPMENT 4. ALL LOCATION ON BUILDING FLOOR RELATIVE TO TOTAL NUMBER OF FLOORS IN BUILDING. 5. STUDS Fy = 33ksi U.N.O., FLANGE = 1 3/8" EXCEPT FLANGE = 1 1/4" FOR 25 GA. 6. OUT OF PLANE FORCES BASED ON ASCE 7, CHAPTER 13 SEISMIC FORCES. WALL HEIGHT PROVIDED IN TABLE SATIFIES SSMA RECOMMENDED WALL HEIGHT DUE TO DEFLECTION CRITERIA. 7. WEIGHTS INCLUDE LAYERS OF GYP. BD. + INSULATION: 2 LAYERS = 6.8PSF + WEIGHT OF STUD 3 LAYERS = 9.3PSF + WEIGHT OF STUD 4 LAYERS = 11.8PSF + WEIGHT OF STUD 16 GA(50KSI) MAX. STUD HEIGHT BASED ON OUT-OF-PLANE FORCES WALL LOCATION (NOTE 4) LOWER 1/3 MIDDLE 1/3 UPPER 1/3 3 LAYERS4 LAYERS2 LAYERS 4 LAYERS2 LAYERS 4 LAYERS3 LAYERS 3 LAYERS 19' - 1" 20' - 5" 14' - 4" 17' - 6" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 12' - 5" 14' - 3" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 12' - 5" 12' - 5" 20 GA 18 GA 25 GA 6" 2.042 2.518 0.778 1.582 0.67 0.809 0.259 0.51 28' - 4" 30' - 4" 19' - 9" 16 GA(50KSI) 19' - 9" 19' - 9" 26' - 0"6" 6" 6" 26' - 0"26' - 0" 28' - 4" 28' - 4" 30' - 4" 30' - 4" 28' - 4" 30' - 4" 19' - 9" 19' - 9" 26' - 0"26' - 0" 28' - 4" 30' - 4" 28' - 4" 30' - 4" 19' - 9" 26' - 0" NOTES 13' - 10" 14' - 5" 14' - 5" 13' - 10" 12' - 11" 12' - 5" 14' - 0" 19' - 5" 22' - 1" 23' - 6" 16' - 11" 20' - 1" 21' - 7" 14' - 0" 19' - 5" 22' - 1" 23' - 6" 14' - 5" 13' - 10" 12' - 11" 14' - 0" UPPER 1/3H MIDDLE 1/3H LOWER 1/3H H FLR FLR FLR SAMPLE BUILDING SECTION FLR FLR FLR FOR ADDITIONAL FRAMING REQ'S AT TOP TRACK SEE ATTACHMENT DETAILS ON THIS SHEET. MIN. 3" 1" 1" M A X 1/ 2 " M I N -1/2" MIN. BETWEEN GYP BOARD FASTENER AND LEG OF TOP TRACK FOR ALTERNATE SLIP TRACK DETAIL AT INT. PARTITIONS SEE 9/A7.00 16 GA TOP TRACK W/ 2" FLANGE GYP BOARD FASTENER TO ATTACH TO LOWER TRACK ONLY. LOWER TRACK GA TO MATCH STUD GA. LOWER TRACK FLANGE SHALL BE 2-1/2" USE (2)- .145" SHANK PDP @ 6" STUDS AND GREATER @ 24" OC. USE 1- .145" SHANK PDP @24" O.C. FOR STUDS LESS THAN 6" 1. SEE ADDITIONAL DETAILS AND CONSTRUCTION NOTES FOR ADDITIONAL METAL STUD REQUIREMENTS AT INTERIOR PARTITIONS. 2. ALL METAL STUDS AND JOISTS SHOWN ARE SSMA OR EQUIVALENT (ICC-ESR 3064P). 3. ALL TRACK SHALL MATCH GAUGE OF TYPICAL METAL STUD NOTED IN SCHEDULE UON. 4. ALL STUD SPACING IS 16” OC UON. 5. ALL STUDS SHALL BE “C” STUDS WITH 1 3/8” FLANGE UON. 6. USE THREE (3) STUDS MIN AT THE INTERSECTION OF ALL EXTERIOR AND / OR INTERIOR WALLS. 7. ENDS OF STUDS SHOULD SEAT FIRMLY IN THE RUNNER TRACK WHICH MUST HAVE FULL BEARING ON THE STRUCTURE. 8. ATTACH EACH RUNNER TRACK LEG TO EACH STUD FLANGE WITH ONE (1) # 10-16 SCREW, 5/8” LONG. 9. NO NOTCHING OR COPING OF STUDS IS ALLOWED UNLESS SPECIFICALLY DETAILED. 10. ALL BRACING SHALL BE INSTALLED AT THE TIME THE WALL IS ERECTED. FAILURE TO INSTALL BRACING AT THIS TIME MAY COMPROMISE THE STRUCTURAL INTEGRITY. 11. USE #10-16, 5/8” OR #8-18, 5/8” LONG, LOW PROFILE PAN HEAD SHEET METAL SCREWS (SMS) FOR ALL STEEL TO STEEL CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS. 12. A 3/4” MIN CLEARANCE MUST BE MAINTAINED FROM ALL EDGES OF THE STEEL MEMEBERS IN LOCATING SCREWS. A 3/4” MIN OC SPACING MUST BE MAINTAINED BETWEEN ADJACENT SCREWS. 13. ALL SCREW RECOMMENDATIONS ARE BASED ON WHICH OUTLINES THE PROPOSED AISI SPECIFICATION PROVISIONS FOR SCREW CONNECTIONS, AND ALLOWABLE SCREW SHEAR STRENGTH VALUES PUBLISHED BY BUILDEX, COMPASS, AND GRABBER. 14. FOR ATTACHMENT OF 3/8” TO 3/4” PLYWOOD TO STEEL STUDS AND JOISTS, USE 1-15/16” #10-16 BUGLE HEAD PILOT POINT SCREWS. 15. FOR ATTACHMENT OF SINGLE-LAYER ½” OR 5/8” GYP OR SHEATHING TO STEEL STUDS AND JOISTS, USE #10-16 SCREWS, 1” LONG BUGLE HEAD SCREWS. 16. ALL CONNECTIONS SHALL BE COMPLETE AS PER THE PLANS AND SPECIFICATIONS AT THE TIME OF INSTALLATION. FAILURE TO PROMPTLY COMPLETE CONNECTIONS MAY COMPROMISE THE STRUCTURAL INTEGRITY. 17. SPLICING OF RUNNER TRACK TO BE ACCOMPLISHED BY SCREW ATTACHMENT OF A STUDY SECTION BETWEEN VERTICAL STUDS TO THE RUNNER TRACK USING #10-16, 5/8” LONG LOW PROFILE SCREWS. 18. SEE 1998 CBS TABLE 25A-G, 25A-H, FOR ATTACHMENT OF SINGLE AND DOUBLE PLY GYPSUM SHEATHING TO METAL STUDS. 19. FOR FUTURE PARTITION WALLS, CONTRACTOR SHALL SUPPORT (E) GYP CEILING. 20. Fy = 33ksi,U.N.O 3/8" = 1'-0"4FRAMING ELEVATION 1/4" = 1'-0"14DBL DR/LARGE OPENING HEAD 1/4" = 1'-0"10DOOR OPENING HEADER 1/4" = 1'-0"23LARGE OPENING BOX JAMB 1/4" = 1'-0"22DR OPENING BOX JAMB STUDS 1/4" = 1'-0"19TYPICAL STUD CONNECTION 1/4" = 1'-0"17TYP TOP TRACK SPLICE 3" = 1'-0"21BRACING PER UL 2079 HW-D-0418 1" = 1'-0"13METAL STUD - TYP NON BEARING WALL BELOW STRUCTURAL SLAB. 1/4" = 1'-0"18DR. OPENING HDR. W/ 2' - 8' HEAD WALL 1/4" = 1'-0"15WINDOW SILL OPENING <4'-6" 1/4" = 1'-0"11WINDOW SILL OPENING >4'-6" 3" = 1'-0"6BOTTOM TRACK CONNECTION 3" = 1'-0"9TOP (SLIP) TRACK CONNECTION 12" = 1'-0"3STUD HEIGHT CHART 3" = 1'-0"5TOP TRACK CONNECTION N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 4 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 A7.00 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 TYP. INTERIOR FRAMING DETAILS COLLECTORS - 2SPECIFIC NOTES FOR MTL STUD WALLS ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET C 2026-0415 REVISION 2 REFER TO STRUCTURAL FOR CONNECTIONS TO EXISTING WOOD FRAME STRUCTURE DETAIL C EXISTING WINDOW FRAME. CONTINOUS BLACK NEOPRENE STRIP 1/2" COMPRESSED TO 1/4" LINE OF SILL, WHERE OCCURS. SCHEDULED PARTITION METAL STUD AGAINST SILL. FIRE TREATED WOOD BLOCKING ON TOP OF SILL, WHERE OCCURS USG 200-A METAL TRIM TAPE, OR EQUAL CLOSED CELL NEOPRENE TAPE INTERIOR EXTERIOR EXISTING EXTERIOR WINDOW. NOTE: FLEXIBLE FIRE CAULKING REQUIRED AT ALL JOINTS AT SCHEDULED RATED PARTITOINS. ACOUSTICAL SEALANT REQUIRED WHERE GYP MEETS WALL BELOW SILL AT ALL WALLS WITH ACOUSTICAL BATTING. ACOUSTICAL BATTING WHERE OCCURS. WALL HUNG ITEM OR CABINET (MAX. LOAD TO BRACING PLATE = 20 LBS. PER STUD) EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. NOTES: 1. LENGTH, HEIGHT, AND LOCATION TO SUIT ITEMS BEING FASTENED. SEE ANCHORAGE DETAIL OF SPECIFIC ITEMS FOR ADDITIONAL INFORMATION. 2. ATTACH TO MIN (3) STUDS. 3. USE MIN #12 SELF TAPPING SCREWS WHEN ATTACHING ITEMS. 4. USE DOUBLE STUDS WHEN STUD IS SUPPORTING MORE THE (2) BACKING PLATES OR AS CALLED OUT ON PLAN PER SPECIFIC ITEMS. (3) #10 SHEET METAL SCREWS TYP @ EA. STUD NOTCH BACKING TRACK FLANGE AT STUDS TYP. DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS. PARTITION WALL STUD @ 16" O.C. MAX. SEE A6.10 FOR SCHEDULE 6" X 16" GA. PLATE. ATTACH TO MIN. 3 STUDS SPLICE, (3) #10 @ EA. END OF STRIP @ EA. STUD 9 3 5/8 6 STUD SIZE MAX. WALL HT Hw (ft) MIN. GAUGE OF STUD LOADING SCENARIO 12 16 9 12 16 20 18 18 16 18 18 18 18 18 18 18 A A+B C SEE NOTE 4 SEE NOTE 4SEE NOTE 4SEE NOTE 4 1820 18 1. STUDS ARE SPACED 16" O.C. TYP. 2. IF MILLWORK IS ON BOTH SIDES OF THE WALL, PROVIDE TWICE THE QUANTITY OF STUDS AND TOP/BOTTOM ANCHORAGE 3. FOR FULL HT. WALLS, IF GYP. BD. IS NOT INSTALLED ON BOTH SIDES OF PARTITION WALLS, LATERAL BRACING IS REQUIRED @ 48" O.C. 4. NO MIN. GAUGE IS AVAILABLE FOR 3 5/8" STUDS. 6" MIN. IS REQUIRED, SEE TABLE FOR MIN. GA. NOTES: LOADING:A = OVERHEAD GROSS WEIGHT OF CABINET AND CONTENTS = 37plf a1+a2 = WHERE CABINETS ON EACH SIDE OF PARTITION, GROSS WEIGHT OF CABINET AND CONTENTS = A B = BASE CABINET GROSS WEIGHT OF CABINET AND CONTENTS = 77plf A+B = SUPPORTING OVERHEAD AND/OR BASE CABINET, GROSS WEIGHT = 114plf C = FULL HT. CABINET OR EQUIPMENT, GROSS WEIGHT OF CABINET AND CONTENTS = 285plf Hw Hw Hw Hw a1 a2A A B C 12-18" MAX 12-18" MAX 12-18" MAX 12-18" MAX 24-36" MAX CONDITION 1 - FULL HEIGHT PARTITION CLG. CONDITION 2 - PARTIAL HEIGHT OR OFFSET PARTITION (SEE RULE 1-4 FOR SPACING REQUIREMENTS ABOVE) CLG. RULE 1 - BRACE WALL EVERY 4'-0" 4' - 0" 4' - 0" BRACE, TYP. WALL, TYP. RULE 2 - OMIT BRACING AT PERPENDICULAR WALL BRACE, TYP. WALL, TYP. 4' - 0"4' - 0" PERPENDICULA R WALL RULE 3 - BRACING AT OPENING OR WALL END WITHIN 2'-0" 2' - 0"2' - 0" RULE 4 - OMIT BRACE WHERE PERPENDICULAR WALL IS WITHIN 2'-0" 2' - 0" ELEVATION VIEW PLAN VIEW SIM TYP SEE WALL SCHEDULE FOR STUD SIZING. 3/4"1"3/4"3" EQ EQ 3/ 4 " . 3/ 4 " . EQ 1" EQ 3" 2"4' - 0" MAX SPACING 10" TYP. FROM END OF WALL LINE OF STUD FRAMING 1/2" X 3 1/2" EXPANSION ANCHOR BOLT w/2" EMBED 3" X 3" 1/4" STEEL TUBE 1/4" STEEL PLATE SHOP WELDED TO TUBE LINE OF STUD FRAMING 1" 1 1/2" 1 1/2" #12 SMS AT 16" OC TYP OF (4) ROWS MTL STUD TYP SELF-DRILLING SCREWS FLAT HEAD #10 AT 12" FIELD #10 AT 6"EDGE1/2" CDX PLYWOOD #10 AT 12" FIELD #10 AT 12" EDGES 1/2" GYPSUM BOARD SHEATHING SHEATHING FASTENER SCHEDULE SHEATHING TYP SHEATHING FASTENERS TYP. TRACK TRACK TRACK PIN, TYP. SHEATING FASTENERS TRACK OUTER SHEATHING INNER SHEATHING THIS STUD REQUIRED IF INNER SHEATHING IS INSTALLED TRACK TRACK PIN, TYP. #12 SMS@ 16" OC (1) row. AT INTERSECTION AT CORNER WALL HUNG ITEM OR CABINET (MAX. LOAD TO BRACING PLATE = 80 LBS. PER STUD) EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. NOTES: 1. LENGTH, HEIGHT, AND LOCATION TO SUIT ITEMS BEING FASTENED. SEE ANCHORAGE DETAIL OF SPECIFIC ITEMS FOR ADDITIONAL INFORMATION. 2. ATTACH TO MIN (3) STUDS. 3. USE MIN #12 SELF TAPPING SCREWS WHEN ATTACHING ITEMS. 4. USE DOUBLE STUDS WHEN STUD IS SUPPORTING MORE THE (2) BACKING PLATES OR AS CALLED OUT ON PLAN PER SPECIFIC ITEMS. (3) #10 SHEET METAL SCREWS TYP @ EA. STUD PARTITION WALL STUD @ 16" O.C. MAX. SEE A6.10 FOR SCHEDULE 6" X 1/2" PLYWOOD. ATTACH TO MIN. 3 STUDS. COORD HEIGHT OF BACKING W/ ARCHITECT SPLICE, (3) #10 SMS EA. END OF STRIP @ EA. STUD 1'-0" MAX (2) 3/8" DIA. EMBED 2" FOR SINGLE STUD (2) 5/8" DIA. EMBED 4" FOR BACK-TO-BACK STUD * INSTALL (1) BOLT FOR FLUTE ON BACK SIDE OF BRACE PARTITION WALL BRACE 30 - 60 L3XL3X16GA 1'-2" MIN. LENGTH EQ EQ (2) 3/8" DIA. EMBED 2" FOR SINGLE STUD (2) 5/8" DIA. EMBED 4" FOR BACK-TO-BACK STUD 30 - 60 1 1/2" TYP MIN WEB OF BRACE L3XL3X16GA 8" MIN. LENGTH PARTITION WALL BRACE PERPENDICULAR TO DECKING PARALLEL TO DECKING NOTES: -STEEL DECK MIN. GAUGE = 20GA -ASSUMED 3000 PSI LWC IN DECK EQ EQ (2) 3/8" DIA. EMBED 2" FOR SINGLE STUD (2) 5/8" DIA. EMBED 4" FOR DOUBLE STUD 30 - 60 1-1/2" TYP MINWEB OF BRACE L3XL3X16GA 8"MIN. LENGTH PARTITION WALL BRACE - -4" MIN FOR 3/8" DIA. ANCHOR -6" MIN FOR 1/2" DIA. ANCHOR (2) #10 SMS @ 6" O.C. WHERE THRU BOLT PENETRATES BTWN TOP & BOTTOM FLUTE, EXTEND PLATE TO ENGAGE BOLT OF ADJ. FLUTE 4" MIN. HSS 3X3 @ 4'-0" O.C. MAX HT. OF APPLIED LOAD = 5'-0" 1/2" THRU BOLT 1/4" THICK BASE PLATE HSS BETWEEN FLUTES HSS ALIGNS @ FLUTE MIN. 2" 2" 2 " 3/4" CLR MIN. 3/4" CLR MIN. A A A-A A A 4" 6" 30 - 60 STRUCTURE ABOVE SEE DTL 16/A-6.01 SCHEDULE FOR TOP CONNECTION DETAIL, THIS SHEET DIAGONAL BRACE: SEE SCHED. WHERE BRACE <6'-0" PROVIDE 362S137-43. WHERE 6'-0"<BRACE<8'-0" PROVIDE BACK TO BACK 362S137-54 - FASTEN WITH #8 SMS @ 6" O.C. STAGGERED. STOP ONE STUD 6" FROM EA. END. SEE DTL 16/A-6.01 SCHEDULE FOR BOTTOM CONNECTION L4X4X16 GAX0'-4" MIN. 4- #10 SMS TO TOP TRACK - 3/4" MIN EDGE DIST +/-3/4" MIN SPACING BTWN SCREWS, TYP H- W A L L H - B R A C E 6'-5" MAX. PARTIAL WALL HEIGHT (H-WALL) MAX. (H-BRACE) 3'-5" 3'-1" REFERENCE 8/A6.01 FOR 'A' + 'B' WALL CONDITION DESCRIPTION NOTES: 1. WALL STUD IS 18 GA MIN. 2. APPLICABLE FOR 3-5/8" STUD AND 6" STUD, BRACE TO MATCH STUD SIZE 3. (2) 18 GA, BACK-TO-BACK BRACE SEE 7/-FOR SECTION DETAILS 9 12 16 MIN. GAUGE 18 18 SEE NT. 3 MAX. SPACIN G OF BRACE 5'-4" 5'-4" 6'-0" SMS CONNECTIONS AT BRACE ENDS BOTTOM TOP (6) #10 (6) #10 (8) #10 (4) #10 (4) #10 (8) #10 WALL CONDITION OR ACOUSTICAL WEIGHT LIMITATIONS A OR MAX 4 LAYERS OF GYP. A OR MAX 4 LAYERS OF GYP. A+B OR MAX 3 LAYERS OF GYP. WALL DIAGONAL BRACING HSS 3X3 @ 3'-0" O.C. MAX HT. OF APPLIED LOAD = 4'-0" 3/8" SIMPSON STRONG BOLT 2 X 2.25" 1/4" THICK BASE PLATEA A A-A MI N . 4" 2 1 / 4 " (E) CONC SLAB 6" MIN 4 1/2" 6" 3/16" 4" 3 " ALT LOCATION & CONNECTION. IF HSS ALIGNS W/ (E) JOIST PROVIDE 2 ROWS OF WD BLKG TO SANDWICH THE HSS COL. AND CONTINUE MIN (3) BAYS EA SIDE OF TUBE ALT LOCATION: CONNECT HSS TO (E) JOISE WHERE CANTILEVERED WALL IS PERPENDICULAR TO JOIST DIRECTION. (N) 3X BLKG ALIGNED W/ HSS COL. WHERE CANTILEVERED WALL PARALLEL TO JOIST DIRECTION. HSS 3X3 @ 4' O.C. MAX HT. OF APPLIED LOAD = 5'-0" PENETRATE HSS THRU (E) SHEATHING TO ATTACH TO BLKG (N) 3X BLKG EA. SIDE OF HSS FOR MIN (3) BAYS (E) FLR JOISTS SIMPSON A35 CLIPS EA. SIDE 3X W/ HSS TYP. EA. END OF BLKG (2) 3/4" THRU BOLT 4X6 BLOCKING (FLAT) W/ SIMPSON A34 OR EQ. @ EA. SIDE @ EA. END JOIST, TYP. -(6) #14X3" WOOD SCREWS FOR SINGLE STUD -(8)#14X3" WOOD SCREWS FOR SINGLE STUD (5) 8d NAILS BRACING PERP. TO JOIST ABOVE 4X6 BLOCKING EA. SIDE W/ SIMPSON A34 OR EQ. @ EA. SIDE @ EA. END WITHIN 12" BRACE 4X12 BLOCKING (FLAT) W/ SIMPSON A34 OR EQ. @ EA. SIDE @ EA. END BRACE ALIGNS W/ JOIST, 10 DEG. MAX. HORIZ. SKEW BRACE DOES NOT ALIGN W/ JOIST 30-60° 30-60° L 3X3X16GA 8" MIN. L 3X3X16GA 8" MIN. 30-60° JOIST BEYOND 6" = 1'-0"24WALL AT EXTERIOR MULLION 1" = 1'-0"6TYP BACKING FOR SM ITEMS (FLAT STRAP/PLATE) 1/4" = 1'-0"4METAL STUD - TYP. CABINETRY STUD SUPPORT REQS. Copy 1 1/4" = 1'-0"3METAL STUD - PARTITION ATTACHMENT & BRACING DETAILS Copy 1 12" = 1'-0"19WALL - PART HT - PLATE ATTACHMENT 1/4" = 1'-0"23METAL STUD WALL INTERSECT. 1" = 1'-0"10TYP BACKING FOR SM ITEMS (PLYWD) 1" = 1'-0"17METAL STUD - BRACING TO CONC DECK Copy 1 1" = 1'-0"13METAL STUD - BRACING TO CONC SLAB Copy 1 6" = 1'-0"7METAL STUD - BACK TO BACK STUDS Copy 1 1" = 1'-0"18PARTIAL HEIGHT WALL @ METAL DECK 1" = 1'-0"15WALL - DIAGONAL BRACING 1/4" = 1'-0"16METAL STUD - DIAGONAL BRACING SCHEDULE Copy 1 1" = 1'-0"14PARTIAL HEIGHT WALL @ CONC SLAB N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 4/ 1 5 / 2 0 2 6 2 : 3 1 : 1 4 P M Au t o d e s k D o c s : / / C o l l e c t o r s - S N A 4 . 0 / s n a 1 6 1 0 p h 4 _ R V T 26 . r v t As indicated23008.00 A7.01 -MC sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 TYP. INTERIOR FRAMING DETAILS COLLECTORS - 1" = 1'-0"22PARTIAL HEIGHT WALL @ WD FRAMING 1" = 1'-0"21METAL STUD - BRACING TO WD JOIST ABOVE Copy 1 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET 1.THE CONTRACTOR SHALL VERIFY ALL DIMENSION PRIOR TO STARTING CONSTRUCTION. THE DESIGN TEAM SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT CLARIFICATION CAN BE PROVIDED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ENGINEER. 3.MATERIALS AND WORKMANSHIP TO CONFORM WITH PART TWO OF THE 2025 EDITION OF THE CALIFORNIA BUILDING CODE, WITH CITY OF SANTA ANA AMENDMENTS AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 4.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOT DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 5.REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER’S INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN. 6.DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR. 7.DO NOT SCALE THE DRAWINGS. 8.THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE ENGINEER WILL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 9.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER. 10.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS IN CONNECTION WITH THIS WORK. 11.REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF FLOOR, ROOF AND WALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE THE SIZE AND LOCATION OF OPENINGS ASSOCIATED WITH, BUT NOT LIMITED TO, ELECTRICAL, MECHANICAL AND PLUMBING TRADES. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE OWNER FOR REVIEW. 12.CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. I. GENERAL General Structural Notes 1.VERSA-LAM TO COMPLY WITH ESR-1040 / LARR 24998. PARALLAM PSL AND MICROLLAMS LVL TO COMPLY WITH ESR-1387 / LARR 25202. 2.MICROLLAMS LVL TO BE MANUFACTURED BY TRUSS JOIST WITH THE FOLLOWING PROPERTIES: FB = 2600 PSI FV = 285 PSI E = 2.0 E6 PSI 3.NOTCH OR BORE MEMBERS ONLY WHERE APPROVED BY THE MANUFACTURER OR WHERE SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. IX. ENGINEERED WOOD PRODUCT 1.GRAVITY LOADS: A. DEAD LOADS - VARY BASED ON ACTUAL BUILDING AND EQUIPMENT OPERATING WEIGHTS. B. LIVE LOADS: FLOOR = 50 PSF + 15 PSF PARTITIONS C. SNOW LOADS: Pg = ZERO XII. DESIGN CRITERIA S0.1 GENERAL STRUCTURAL NOTES & SHEET INDEX S0.2 ABBREVIATIONS S2.0 PARTIAL FOUNDATION & SECOND FRAMING PLANS S2.1 PARTIAL ROOF FRAMING PLAN S4.0 CONCRETE DETAILS & SECTIONS S7.0 FRAMING DETAILS & SECTIONS Sheet Index MINIMUM DRY DENSITY LOCATIONS 90%TRENCH AND WALL BACKFILL 90%UPPER 6” OF SOIL BENEATH FILL 90%FILL BENEATH SLAB ON GRADE 90%FILL BENEATH FOOTINGS 90%OTHER II. FOUNDATION AND SITE WORK 1.THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON CODE MINIMUM ALLOWABLE SOIL BEARING AND PASSIVE PRESSURES. A. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED. 2.FOOTINGS SHALL BEAR ON FIRM NATURAL SOILS OR PROPERLY COMPACTED FILL. MINIMUM DEPTH OF FOOTINGS BEYOND LOWEST ADJACENT FINAL GRADE SHALL BE 24”. 3.LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION. 4.CONTRACTOR TO PROVIDE DE-WATERING, IF REQUIRED. 5.REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED. 6.NOTIFY THE OWNER IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., ARE FOUND. 7.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION. 8.REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. 9.EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE GEOTECHNICAL ENGINEER WHEN EXCAVATIONS ARE READY FOR INSPECTION. 10.PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE OR MASONRY HAS ATTAINED FULL DESIGN STRENGTH. BRACE BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS AND SLABS ON GRADE ARE COMPLETE AND HAVE ATTAINED FULL DESIGN STRENGTH. 11.MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE THE FOLLOWING MINIMUM COMPACTION IN ACCORDANCE WITH THE ASTM D1557 TEST METHOD: 12.PROVIDE POUR POCKETS IN FORMS AND UNDER EXISTING STRUCTURAL MEMBERS AS REQUIRED TO PREVENT AIR POCKETS AND/OR “HONEYCOMB” UNDER OR AROUND THE EXISTING MEMBERS. CONCRETE CAST WITH AIR POCKETS AND/OR “HONEYCOMB” UNDER OR AROUND THE MEMBERS IS NOT ACCEPTABLE. 1.REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM A615, GRADE 60 UNO. 2.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE SUPPORTED ON APPROVED CHAIRS. WELD REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING QUALIFIED WELDERS. III. REINFORCING STEEL 1.EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB-TZ OR SIMPSON STRONG-BOLT 2. 2.PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS OTHERWISE NOTED. 3.THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATIONS, UNLESS OTHERWISE NOTED IN THE ICC-ES ESR, TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACINGS, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE. 4.WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATORY ISOLATED MECHANICAL EQUIPMENT RATED OVER 10 HP (7.45 KW), THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2 5.WHEN INSTALLING DRILLED-IN ANCHORS, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REBAR. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION. 6.LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. 7.MINIMUM EMBEDMENT OF ANCHORS, UNLESS OTHERWISE NOTED: VI. MECHANICAL ANCHORS (PROVIDE SPECIAL INSPECTION) ANCHOR DIA WEDGE EMBEDMENT 3/8"2" 1/2"2" 5/8"3 1/8" 3/4"3 3/4" 1.ANCHORS AND DOWELS INSTALLED INTO CONCRETE SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED IN THE DRAWINGS: SIMPSON SET-XP (ICC-ES ESR-2508 WITH LABC SUPPLEMENT) OR HILTI HIT-RE 500-V3 (ICC-ES ESR-3814 WITH LABC SUPPLEMENT) OR DEWALT/POWERS PURE 110+ (ICC-ES ESR-3298 WITH LABC SUPPLEMENT). ANCHORS AND DOWELS INSTALLED INTO GROUT-FILLED MASONRY UNITS OR HOLLOW MASONRY: SIMPSON SET-XP (IAPMO ER-265 WITH LABC SUPPLEMENT) OR HILTI HIT-HY 270 (ICC-ES ESR4143 WITH LABC SUPPLEMENT) OR DEWALT/POWERS AC100+GOLD (ICC-ES ESR 3200 WITH LABC SUPPLEMENT). ANCHORS INSTALLED INTO BRICK: HILTI HIT-HY 270 (ICC-ES ESR 4143 WITH LABC SUPPLEMENT). EMBEDMENT DEPTH FOR ANCHORS AND DOWELS IS AS FOLLOWS, UNLESS OTHERWISE NOTED: 2.ANCHORS: ASTM A193, GRADE B7 THREADED RODS WITH ASTM A 563 GRADE DH NUTS, UNLESS OTHERWISE NOTED. 3.DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL. 4.REMOVE GREASE, OIL, RUST, AND OTHER LAITANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION. 5.THE DIAMETER OF THE HOLES IS PER THE MANUFACTURER’S INSTRUCTIONS. DRILL HOLES FOR ANCHORS AND DOWELS IN UNREINFORCED BRICK MASONRY WITH A NON-IMPACT ROTARY DRILL. PRIOR TO INSTALLING ANCHORS OR DOWELS, WIRE BRUSH HOLES TO REMOVE RESIDUE, BLOW OUT WITH OIL-FREE COMPRESSED AIR, AND ALLOW HOLE TO DRY. 6.PLACE ADHESIVE WITH THE MANUFACTURER’S RECOMMENDED APPLICATION TOOL TO A DEPTH AS SPECIFIED BY THE MANUFACTURER AND TO MINIMIZE THE AMOUNT OF ADHESIVE THAT WILL OVERFLOW OUT OF THE HOLE WHEN THE BAR IS INSERTED. REMOVE EXCESS ADHESIVE ON THE ADJACENT SURFACES. 7.INSERT THE ANCHOR OR DOWEL IN THE HOLE WITH A TWISTING MOTION TO THE REQUIRED EMBEDMENT DEPTH. DO NOT PUMP THE ANCHOR OR DOWEL IN AND OUT OF THE HOLE. ROD DIA OR BAR SIZE EMBEDMENT 1/2" OR #4 2 3/4" 5/8" OR #5 3/4" OR #6 7/8" OR #7 1" OR #8 3 1/8" 3 1/2" 3 3/4" 4" VII. ADHESIVE ANCHORS AND DOWELS (PROVIDE SPECIAL INSPECTION) 1.FRAMING LUMBER: DOUGLAS FIR (COAST REGION) GRADED AND MARKED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU (W.C.L.I.B.) OR WESTERN LUMBER GRADING RULES, OF THE WESTERN WOOD PRODUCTS ASSOCIATION (W.W.P.A.). USE LUMBER OF THE FOLLOWING GRADES: 2.PANEL SHEATHING: IDENTIFY WOOD STRUCTURAL PANELS WITH THE APPROPRIATE TRADEMARK OF APA-THE ENGINEERED WOOD ASSOCIATION AND MEET THE REQUIREMENTS OF THE VOLUNTARY PRODUCT STANDARD PS-1 OR PS-2 AND APA PRP-108 PERFORMANCE STANDARD. A.PANEL SHEATHING TO BE EXPOSURE 1. B.PLYWOOD PANELS TO BE 5-PLY MINIMUM, EXCEPT 3/8” PANELS TO BE 3-PLY MINIMUM. C.PLYWOOD TO BE CC GRADE AT LOCATIONS EXPOSED TO WEATHER; CD GRADE ELSEWHERE. D.PROVIDE THE FOLLOWING GRADE AND SPAN RATINGS: 3.ROUGH HARDWARE: A.NAILS: COMMON WIRE NAILS, FEDERAL SPECIFICATION FF-N-105B, STANDARD LENGTHS. U.O.N. USE HOT-DIPPED ZINC-COATED GALVANIZED NAILS FOR EXTERIOR INSTALLATIONS AND WHEN PENETRATING PRESSURE TREATED OR FIRE-RETARDANT LUMBER. B.BOLTS AND THREADED RODS: ASTM A307, SQUARE OR HEXAGONAL HEAD MACHINE BOLTS WITH ASTM A563 NUTS. USE MALLEABLE IRON WASHERS UNDER HEAD AND NUT WHEN IN CONTACT WITH WOOD. USE HOT DIPPED GALVANIZED PRODUCTS. C.LAG SCREWS: ASTM A307, ANSI/ASME STANDARD B18.2.1. USE ANSI B18.22.1 WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD. D.SCREWS: ASTM A307, ANSI/ASME STANDARD B18.6.1. USE CADMIUM-PLATED PAN OR ROUND HEADED SCREWS AT STEEL TO WOOD AND WOOD-TO-WOOD CONNECTIONS. E.MISCELLANEOUS STEEL: ASTM A36. F.BOLTS, NUTS, WASHERS, STRAPS AND OTHER HARDWARE EXPOSED TO THE WEATHER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. G.FRAMING CLIPS, SHEET METAL STRAPS, ETC TO BE SIMPSON WITH Z-MAX GALVANIZED FINISH FOR ALL PIECES EXPOSED TO THE WEATHER. DESIGNATIONS ON DRAWINGS ARE BASED ON SIMPSON CATALOG NUMBERS. 4.NAILING: A.DRIVE NAILS PERPENDICULAR TO THE GRAIN, U.O.N. B.PREDRILL HOLES TO 3/4 OF NAIL DIAMETER WHERE SPECIFIED AND WHEN WOOD TENDS TO SPLIT. C.AIR-DRIVEN NAILS TO BE FULL-HEADED NAILS. DO NOT OVERDRIVE NAILS. D.PANEL SHEATHING: 1. AT FLOOR AND ROOF SHEATHING, USE RING SHANK NAILS. USE SMOOTH SHANK NAILS AT WALLS. 2. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND APPROVAL BY THE OWNER’S REPRESENTATIVE. NAIL HEADS THAT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF THE MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE INSTALLATION IS UNSATISFACTORY. MACHINE NAILING IS NOT APPROVED IN 5/16” OR LESS SHEATHING. 3. GLUE FLOOR SHEATHING AT ALL POINTS OF CONTACT. 5.BOLT AND SCREW INSTALLATION: A.DRILL BOLT HOLES A MAXIMUM OF 1/16 INCH LARGER IN DIAMETER THAN THE BOLT NOMINAL DIAMETER. B.DRILL PRE-BORED LEAD HOLES FOR WOOD SCREWS AS FOLLOWS. 1. DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT 7/8 THE DIAMETER OF THE WOOD SCREW. 2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE SCREW WITH A DRILL BIT WHOSE DIAMETER IS 7/8 THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. 3. INSERT THE SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE WITH A HAMMER. 4. LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION. VIII. ROUGH CARPENTRY PANEL THICKNESS MINIMUM GRADE 3/8 STRUCTURAL 1 7/16 15/32 19/32 AND 5/8 3/4 ROOF/FLOOR RATING 7/8 AND 1 1 1/8 STRUCTURAL 1 STRUCTURAL 1 CD/CC CD/CC CD/CC CD/CC 24/0 24/16 32/16 40/20 48/24 54/32 60/48 MEMBER MOISTURE CONTENT STUDS 19% JOIST, PLANKS AND PLATES BEAMS, 5" & WIDER WOOD/GRADE D.F. #1 PRESSURE OR PRESERVATIVE TREATED D.F. #2 BEAMS, 4" & NARROWER POST, 6x6 & LARGER POST, 4x6 & SMALLER FRAMING BLOCKING & BRIDGING PLYWOOD BLOCKING BACKING, STRIPPING AND FURRING SILLS 19% 15% GREEN GREEN GREEN 19% 15% 19% 19% D.F. #1 D.F. SELECT STRUCTURAL D.F. #1 D.F. SELECT STRUCTURAL D.F. #1 D.F. #2 D.F. #1 CONSTRUCTION 1.AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER TO PERFORM THE FOLLOWING TESTS AND INSPECTION. PROVIDE ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED BY THE CONTRACT DOCUMENTS. 2.IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE. 3.THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CHAPTER "STRUCTURAL TESTS AND INSPECTIONS" OF THE CODE OF THE GOVERNING JURISDICTION AS NOTED IN THE GENERAL SECTION OF THESE GENERAL NOTES. 4.NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS IN ADVANCE AND PROVIDE ACCESS FOR THE FOLLOWING STRUCTURAL OBSERVATIONS: A.FOUNDATIONS 1. REINFORCEMENT B.STEEL FRAMING 1. GENERAL X. STRUCTURAL TESTS, INSPECTIONS AND OBSERVATIONS REINFORCING STEEL EARTHWORK/FOUNDATIONS Review Mill Certificates & Test Reports Sample & Test: Placement Inspection Welding Inspection Test Existing Reinforcing for Weldability Reinforcing Bars Welded Wire Fabric Review of Import Material Test Reports Acceptance Tests of Materials Placement And Excavation Inspection Continuous As Ordered Compaction Test Bearing Capacity Test Pile Driving Inspection Pier & Caisson Drilling Inspection MISCELLANEOUS Plywood Nailing Drilled-In Concrete Anchors Epoxy or Grouted Dowels Bolts Cast in Concrete Ceiling Hanger & Bracing Wires Cold Form Metal Framing Welding CONCRETE, SHOTCRETE, GROUT & MORTAR ShotcreteConcrete Grout Mortar Aggregate Tests Cement Test Mix Design Review Continuous Batch Plant Inspection Batch Plant Inspections Cast, Pickup, And Compression Test Samples Slump, Entrained Air, & Temperature Test Unit Weight Test Wet Dry Shrinkage Test Placement Inspection Core & Test 1.SHOP DRAWINGS, CALCULATIONS, SAMPLES, ETC. FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW A MINIMUM OF 15 WORKING DAYS PRIOR TO FABRICATION OF WORK: A.CONCRETE MIX DESIGN SHALL BE STAMPED AND SIGNED BY SUPPLIER'S PROFESSIONAL ENGINEER. B.STEEL REINFORCEMENT. C.CONCRETE CURING METHODS. D.ANY SUBSTITUTIONS TO THE PRODUCTS SPECIFIED. 2.REVIEW OF SHOP DRAWINGS DOES NOT CONSIDER CHANGES OR DEVIATIONS TO THE CONTRACT DOCUMENTS AND SHOULD NOT BE CONSTRUED AS APPROVAL OF ANY SUCH ITEM. XI. SUBMITTALS 1 1 6.WORK SHALL MEET THE REQUIREMENTS OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI) DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION, IN ADDITION TO THE APPLICABLE CODES LISTED IN THESE GENERAL NOTES. 7.FIELD WELDING TO BE DONE BY THE LADBS FOR LIGHT GAUGE STEEL. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. 8.SEE ARCHITECTURAL DRAWINGS FOR SIZE, LOCATIONS AND EXTENT OF METAL STUDS NOT SHOWN OR NOTED IN STRUCTURAL DRAWINGS. 9.PRIOR TO PLACING JOIST ABOVE BEARING WALL, PROVIDE STABALIZING ELEMENTS INCLUDING BRACES, STIFFENER PLATES, ETC. SO AS NOT TO IMPOSE ECCENTRIC LOADING, TWISTING OR WARPING OF STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION & MATERIAL COSTS OF STABALIZING ELEMENTS. 10.ALL SCREWS TO BE SELF-DRILLING, SELF-TAPING "TEK" SCREW (SDSTS) OR EQUAL S.M.S., PROVIDE 1/2" MIN EDGE DISTANCE & SPACING FOR ALL SCREWS UNLESS OTHERWISE NOTED. 11.ALL WELDING SHALL BE MADE USING AWS TYPE 6013 OR 7014 ROD. 12.ALL POWDER ACTUATED FASTENERS TO BE 0.157"Ø HILTI X-U W/ 1 1/4" MIN EMBED (ESR 2269). 13.DO NOT SPLICE STUDS OR TOP TRACKS. 14.INSTALL FRAMING LEVEL, PLUMB AND ALIGNED OVER THE FULL HEIGHT OF THE BUILDING TO A MAX TOLERANCE OF 1/8" IN 10'-0". 15.PROVIDE MIN 1/2" GYPSUM BOARD SHEATHING ON EACH SIDE OF METAL STUD WALL WITH #6 S.M.S. FASTENERS @ 8/12 EDGE/FIELD, UNLESS OTHERWISE NOTED. WHERE WALLS ARE NOT SHEATHED ON BOTH SIDES. PROVIDE BRACING PER -/--. 16.GYPSUM BOARD PANEL SHEATHING (ALLOWABLE SHEAR = 90 LBS/FT PER SIDE) A. GYPSUM BOARD SHALL COMPLY WITH ATSM C1396/C1396M. B. GYPSUM BOARD SHALL BE APPLIED PERPENDICULAR TO FRAMING WITH STRAP BLOCKING BEHIND THE HORIZONTAL JOINT AND WITH SOLID BLOCKING BETWEEN THE FIRST TWO END STUDS, AT EACH END OF THE WALL, OR APPLIED VERTICALLY WITH ALL EDGES ATTACHED TO FRAMING MEMBERS. C. SCREWS USED TO ATTACH GYPSUM BOARD SHALL BE MINIMUM NO. 6 IN ACCORDANCE WITH ASTM C954 OR ASTM C1002, AS APPLICABLE. 4.REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS. 5.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. 6.WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E90XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-706. 7.BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. 8.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "A.C.I. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION. 9.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE. 10.PROVIDE INSPECTION OF CONCRETE PER SPECIAL INSPECTION NOTES SECTION. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL. 11.ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER GRADE REINFORCING STEEL IF CONCURRENTLY ON SITE. 12.MECHANICAL COUPLERS MAY BE USED IN PLACE OF LAP SPLICES. MIN CLEAR COVER TO THE COUPLERS MUST BE MAINTAINED PER NOTE 13. REFER TO IAPMO ER-0129 FOR CONDITIONS OF USE, SPECIAL INSPECTIONS, & REQUIREMENTS FOR PREPARING REBAR ENDS. 13.TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN. IV. CAST-IN-PLACE CONCRETE 1.CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE OWNER’S REPRESENTATIVE. 2.ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO 1/4 INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS. SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE OWNER’S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. 3.AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES TO 1/4 INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. 4.AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING MASONRY, THOROUGHLY ROUGHEN CONTACT SURFACES BY LIGHT SANDBLASTING OR OTHER SUITABLE MEANS AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. 5.REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF ADDITIONAL CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN. 6.CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE NOTED: 7.CONCRETE TYPE: 8.CONTINUOUSLY MOIST CURE CONCRETE SLABS-ON-GRADE FOR 7 DAYS MINIMUM. WATER FOG SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS, MOISTURE RETAINING COVERS OR CURING COMPOUNDS MAY BE USED. 9.CONCRETE FILL THICKNESS SHOWN ON THE FRAMING PLANS ARE MINIMUM THICKNESSES. NO ALLOWANCES HAVE BEEN SHOWN FOR ADDITIONAL CONCRETE FILL REQUIRED TO COMPENSATE FOR FRAME, DECK, OR FORMWORK DEFLECTIONS TO MAINTAIN SURFACE TOLERANCES SPECIFIED. 10.NON-SHRINK GROUT, 7000 PSI: “EUCO-NS" BY EUCLID CHEMICAL COMPANY (LARR 25221). 11.CONCRETE SLABS ON GRADE HAVE A MAXIMUM SHRINKAGE OF 0.052% AT 28 DAYS. CONTRACTOR TO SUBMIT SUBSTANTIATING DATA WITH MIX DESIGNS. LOCATION CONCRETE PLACED AGAINST EARTH CLEAR COVER 3 INCHES FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: #6 BARS AND LARGER #5 BARS AND SMALLER 2 INCHES 1 1/2 INCHES SLABS ON GRADE (TOP CLEARANCE)1 1/2 INCHES BEAMS, GIRDERS AND COLUMNS NOT EXPOSED TO WEATHER OR EARTH 1 1/2 INCHES WALL OR SLAB SURFACES NOT EXPOSED TO WEATHER OR EARTH: #5 & SMALLER #6 & #7 #8, #9, #10 & #11 #14 & #18 3/4 INCH 1 INCH 1 1/2 INCHES 2 1/2 INCHES CONCRETE USE 28-DAY STRENGTH (PSI) 4,000FOOTINGS DENSITY (PCF) 150 W/C RATIO 0.55 4,000SLAB-ON-GRADE 150 0.45 RETAINING WALLS 5,000 150 0.55 1.ALL METAL STUDS SHALL BE PER S.S.M.A. ICC-ER-3064P. 2.ALL FRAMING MEMBERS SHALL BE OF THE TYPE SHOWN ON THE DRAWINGS. 3.ALL 10, 12, AND 14 GAUGE JOISTS SHALL BE FORMED FROM STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI. 4.ALL 16 GAUGE JOISTS, TRACKS, AND STUDS SHALL BE FORMED FROM STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI. 5.ALL 18 AND 20 GAUGE JOISTS, TRACKS, STUDS, BRIDGING, ENCLOSURES AND OTHER ACCESSORIES SHALL BE FORMED FROM STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI. V. LIGHT GAUGE METAL FRAMING 8.WEDGE BARS TIGHT AND CENTERED IN THE HOLE WITH WOODEN WEDGES (GOLF TEES) TO HOLD IT IN PLACE UNTIL THE ADHESIVE SETS. 9.IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION. 10.LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS. 11.SPECIAL INSPECTION REQUIREMENTS WILL BE INDICATED BY SECTION 4 OF THE ICC EVALUATION SERVICE REPORT. THE SPECIAL INSPECTOR SHALL VERIFY THE ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACINGS, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE. 12.PROVIDE CONTINUOUS SPECIAL INSPECTION OF ADHESIVE ANCHORS OR POST-INSTALLED REINFORCING BARS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS AS INDICATED BY SECTION 4 OF THE ICC EVALUATION SERVICE REPORT. 13.INSTALLATION OF ANCHORS AND POST-INSTALLED REINFORCING BARS IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM AS INDICATED BY SECTION 5 OF THE ICC EVALUATION SERVICE REPORT. 14.ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318-11 D.2.2) C.DRILL PRE-BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS. 1. DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT OF THE SAME DIAMETER AS THE LAG SCREW. 2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG SCREW WITH A DRILL BIT WHOSE DIAMETER IS 60 PERCENT OF THE NOMINAL LAG SCREW DIAMETER. 3. INSERT LAG SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE WITH A HAMMER. 4. LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION. 1.INSTALL SOLID BLOCKING BETWEEN JOISTS AT ENDS AND OVER SUPPORTS. PROVIDE 2 INCH BY 3 INCH CROSS BRIDGING, METAL BRIDGING, OR SOLID BLOCKING BETWEEN JOISTS IN SPANS EQUALLY SPACED 8 FEET ON CENTER MAXIMUM AND WHERE INDICATED. 2.DO NOT USE WOOD SHINGLE SHIMS UNDER STUDS, JOISTS, BEAMS, OR POSTS. GENERAL STRUCTURAL NOTES & SHEET INDEX S0.1 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.3 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS Δ DATE REASON FOR ISSUE BY 2026-0131 PLAN CHECK ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com 101 N. Pacific Coast Hwy, Suite 301 El Segundo, CA 90245 1300 Dove Street, Suite 160 Newport Beach, CA 92660 BM 2026-0318 PLAN CHECK RESPONSE BM1 2026-0415 PLAN CHECK RESPONSE BM2 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D (E) (N) # & @ A.A. A.B. ABV ADD'L ADH ADJ AGGR AL ALT ANSI APPROX ARCH ASTM A.C. BTWN BLDG BLKG BM or BMS B.N. B.O. FTG BOT B.P. BRG B.S. BSMT C CANT C.I.P. C.J. CL CLG CLR CMU COL CONC CONN CONST CONT CP CSK CTR d DBL DEMO DET or DETS DETAIL or DETAILS DEMOLITION DOUBLE PENNY (NAIL SIZE) CENTER COUNTERSINK COMPLETE PENETRATION CONTINUOUS CONSTRUCTION CONNECTION CONCRETE COLUMN CONCRETE MASONRY UNIT CLEAR CEILING CENTERLINE CONSTRUCTION JOINT CAST IN PLACE CANTILEVER CHANNEL BASEMENT BOTH SIDES BEARING BASE PLATE BOTTOM BOTTOM OF FOOTING BOUNDARY NAILING BEAM or BEAMS BLOCKING BUILDING BETWEEN ASPHALT CONCRETE TESTING and MATERIALS AMERICAN SOCIETY for ARCHITECTURAL APPROXIMATE STANDARDS INSTITUTE AMERICAN NATIONAL ALTERNATE ALUMINUM AGGREGATE ADJACENT ADHESIVE ADDITIONAL ABOVE ANCHOR BOLT ADHESIVE ANCHOR AT AND NUMBER NEW EXISTING DIAG DIA or Ø DIM or DIMS DIST DK or DKG DN DO DWG or DWGS DWL or DWLS EA E.D. E.F. E.J. EL ELEC ELEV EMBED E.N. E.O. SLAB EQ EQUIP E.S. EV E.W. EXCAV EXP EXT FDN F.F. FIN FLR or FLRS F.N. F.O. F.O. CONC F.O. STUD(S) FPRF F.R.O. FRP F.S. FT FTG or FTGS GA GALV GL GLB GRND GR GYP BD HD H.D.G.HOT DIPPED GALVANIZED HOLDOWN GYPSUM BOARD GRADE GROUND GLU-LAM BEAM GLASS or GLAZING GALVANIZED GAUGE FOOTING or FOOTINGS FOOT AND FEET FAR SIDE PLASTIC FIBERGLASS REINFORCED FOR REFERENCE ONLY FIREPROOFING FACE OF STUD(S) FACE OF CONCRETE FACE OF FIELD NAILING FLOOR or FLOORS FINISH FAR FACE FOUNDATION EXTERIOR EXPANSION EXCAVATE or EXCAVATION EACH WAY EVERY EACH SIDE EQUIPMENT EQUAL EDGE OF SLAB EDGE NAILING EMBEDMENT ELEVATOR ELECTRICAL ELEVATION EXPANSION JOINT EACH FACE EDGE DISTANCE EACH DOWEL or DOWELS DRAWING or DRAWINGS DITTO DOWN DECK or DECKING DISTANCE DIMENSION or DIMENSIONS DIAMETER DIAGONAL HDR HK or HKS HORIZ or (H) H.P. H.S.B. HSS HT I.D. INFO JST or JSTS JT K.O. L LARR Ld Ldh LEV LLBB LLH LLV LOC LONGIT L.P. s LSL LSH LSV LT LVL L.W.C. MAX M.B. MECH M.E.P. MEZZ M.F. MFR MIN MISC MTD MTL N N.F. N.I.C. NO. or # NOM DIA N.S. N.T.S. N.W.C.NORMAL WEIGHT CONCRETE NOT TO SCALE NEAR SIDE NOMINAL DIAMETER NUMBER NOT IN CONTRACT NEAR FACE NORTH METAL MOUNTED MISCELLANEOUS MINIMUM MANUFACTURER MOMENT FRAME MEZZANINE PLUMBING MECHANICAL, ELECTRICAL, MECHANICAL MACHINE BOLT MAXIMUM LIGHT WEIGHT CONCRETE VENEER LUMBER MICROLLAM LAMINATED LIGHT LONG SIDE VERTICAL LONG SIDE HORIZONTAL STRAND LUMBER TIMBERSTRAND LAMINATED LAP SPLICE LENGTH LOW POINT LONGITUDINAL LOCATION LONG LEG VERTICAL LONG LEG HORIZONTAL LONG LEG BACK TO BACK LEVEL HOOK DEVELOPMENT LENGTH DEVELOPMENT LENGTH LOS ANGELES RESEARCH REPORT ANGLE KNOCK-OUT JOINT JOIST or JOISTS INFORMATION INSIDE DIAMETER HEIGHT HOLLOW STRUCTURAL SECTION HIGH STRENGTH BOLTS HIGH POINT HORIZONTAL HOOK or HOOKS HEADER O/ O.C. O.D. O.H. OPNG OPP OWJ OWSG OWSJ P.A.F. PARL PB PC or PCS PERP PL PLF PLYWD P.P. PR PRCST PSF PSL PT P-T P.T. PTN R or RAD REBAR REF REINF REQ'D REV RFG R.O. RSJ S.A.D. SCHED S.D.S. SECT S.E.D. SHT SHTG SIM SL S.M.D. S.M.S. S.O.G.SLAB ON GRADE SHEET METAL SCREW DOCUMENTS SEE MECHANICAL SLOPE SIMILAR SHEATHING SHEET DOCUMENTS SEE ELECTRICAL SECTION SELF DRILLING SCREW SCHEDULE DOCUMENTS SEE ARCHITECTURAL ROLLED STEEL JOIST ROUGH OPENING ROOFING REVISE OR REVISION REQUIRED REINFORCING REINFORCED or REFERENCE REINFORCING BAR RADIUS PARTITION PRESSURE TREATED POST TENSIONED POINT PARALLAM STRAND LUMBER POUNDS PER SQUARE FOOT PRECAST PAIR PLYWOOD PARTIAL PENETRATION POUNDS PER LINEAR FOOT PLATE PERPENDICULAR PIECE or PIECES POST BELOW PARALLEL POWDER ACTUATED FASTENER OPEN WEB STEEL JOIST OPEN WEB STEEL GIRDER OPEN WEB JOIST OPPOSITE OPENING OPPOSITE HAND OUTSIDE DIAMETER (DIM) ON CENTER OVER SPEC SQ S.S. STAG STD STIFF STIR S.N. STL STRUC S.E.O.R. SUBST SUSP SYM TMPD T&B T&G THK THRD THRU T.N. T.O. T.O. B.P. T.O. CONC T.O. STL T.O. SLAB TRANS TR TS TSG TYP U.O.N. URM VENT. VERT or (V) V.I.F. W/ W/O W or WF WD W.P. WT WWF X HVY XX HVY X STR XX STR DOUBLE EXTRA STRONG EXTRA STRONG DOUBLE EXTRA HVY EXTRA HEAVY WELDED WIRE FABRIC WEIGHT WORK POINT WOOD WIDE FLANGE WITHOUT WITH VERIFY IN FIELD VERTICAL VENTILATE UNREINFORCED MASONRY UNLESS OTHERWISE NOTED TYPICAL TAPERED STEEL GIRDER TUBE STEEL TREAD TRANSVERSE TOP OF STRUCTURAL SLAB TOP OF STEEL TOP OF CONCRETE TOP OF BASE PLATE TOP OF TOE NAIL THROUGH THREADED THICK TONGUE AND GROOVE TOP AND BOTTOM TEMPERED SYMMETRICAL SUSPENDED SUBSTITUTE OF RECORD STRUCTURAL ENGINEER STRUCTURAL STEEL STITCH NAILING STIRRUP or STIRRUPS STIFFENER STANDARD STAGGER or STAGGERED STAINLESS STEEL SQUARE SPECIFICATIONS SPECIFICATION or ABBREVIATIONS ABBREVIATIONS S0.2 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.3 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS Δ DATE REASON FOR ISSUE BY 2026-0131 PLAN CHECK ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com 101 N. Pacific Coast Hwy, Suite 301 El Segundo, CA 90245 1300 Dove Street, Suite 160 Newport Beach, CA 92660 BM 2026-0318 PLAN CHECK RESPONSE BM1 2026-0415 PLAN CHECK RESPONSE BM2 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D A A.9 B.2 C D E E.2 F G A 2 3 4 5 A A.9 B.2 C D E E.2 F G A 2 3 4 5 1 PARTIAL FOUNDATION PLAN 1/16" = 1'-0"2 SECOND FLOOR FRAMING PLAN 1/16" = 1'-0" (E) W30x108 (E) W30x108 (E) W30x108 (E ) W 3 3 x 2 4 1 (E ) W 3 0 x (E ) C 1 5 x (E ) W 1 6 x (E ) W 1 6 x (E) W14x (E ) W 3 0 x (E) W14x (E ) W 1 6 x 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEETS S4.0 FOR CONCRETE DETAILS AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. FOUNDATION PLAN NOTES & KEY: 5. INDICATES EDGE OF (E) FOOTING/GRADE BEAM, V.I.F.6. INDICATES (E) Wx COLUMN, V.I.F.8. INDICATES (E) HSS COLUMN, V.I.F.9. INDICATES (E) CONCRETE S.O.G., V.I.F. INDICATES EDGE OF FOOTING7. INDICATES DEPRESSION IN CONCRETE10. 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEET S7.0 FOR WOOD FRAMING DETAILS AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. SECOND FLOOR FRAMING PLAN NOTES & KEY: 5. INDICATES (E) 18" TJI/60C @ 16" O.C., V.I.F.6. INDICATES (E) Wx COLUMN, V.I.F.8. INDICATES (E) HSS COLUMN, V.I.F.9. INDICATES (E) 3/4" PLYWOOD W/ 1 1/2" ELASTIZELL TOPPING, V.I.F. INDICATES (E) STEEL BEAM W/ SIZE PER PLAN, V.I.F.7. INDICATES WOOD BEAM W/ SIZE PER PLAN10. 5 1 4" x 1 8 L V L B E A M 5 1 4" x 1 8 L V L B E A M 1 S7.0 7 S7.0 3 1 2" x18 LVL BEAM 12.USE SIMPSON 'MIU1.81/18' HANGERS FOR ALL JOIST-TO-BEAM CONNECTIONS. 13.USE SIMPSON 'HU' HANGERS FOR ALL BEAM-TO-BEAM CONNECTIONS, TYP U.O.N. FILL ALL HOLES. 14.CONTACT THE STRUCTURAL ENGINEER PRIOR TO DRILLING ANY HOLES IN (E) TJIs. 15.SEE 10/S7.0 FOR BLOCKING AT LIFT BRACE LOCATION, TYP OF (2). COORDINATE EXACT LOCATION OF BLOCKING WITH LIFT MANUFACTURER PRIOR TO DELIVERY OF EQUIPMENT. 1 TYP 6 S4.0 TYP 2 2 INDICATES 4x POST ABOVE, SEE 1/S2.1 FOR SIZE & 4/S7.0 FOR BASE CONN11.2 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.3 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS Δ DATE REASON FOR ISSUE BY 2026-0131 PLAN CHECK ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com 101 N. Pacific Coast Hwy, Suite 301 El Segundo, CA 90245 1300 Dove Street, Suite 160 Newport Beach, CA 92660 BM 2026-0318 PLAN CHECK RESPONSE BM1 2026-0415 PLAN CHECK RESPONSE BM2 PARTIAL FOUNDATION & SECOND FLOOR FRAMING PLANS S2.0 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D A A.9 B.2 C D E E.2 F G A 2 3 4 5 1 PARTIAL ROOF FRAMING PLAN 1/16" = 1'-0" 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEET S7.0 FOR WOOD FRAMING DETAIL AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. FOUNDATION PLAN NOTES & KEY: INDICATES (E) 2x SUB-PURLIN @ 24" O.C., V.I.F.5. INDICATES (E) BEAM/GIRDER W/ SIZE PER PLAN, V.I.F.6. INDICATES DROPPED BEAM W/ SIZE PER 11/S7.07. INDICATES EXTENT OF LIFT SHAFT WALL BELOW, S.A.D.8. (E) 6 3 4 x34 1 2 GLULAM (E) 6 3 4 x34 1 2 GLULAM (E ) 2 1 2 x 2 7 G L U L A M , T Y P 11 S7.0 2 2 INDICATES 4x POST BELOW TO MATCH WIDTH OF BEAM9. 2 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.3 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS Δ DATE REASON FOR ISSUE BY 2026-0131 PLAN CHECK ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com 101 N. Pacific Coast Hwy, Suite 301 El Segundo, CA 90245 1300 Dove Street, Suite 160 Newport Beach, CA 92660 BM 2026-0318 PLAN CHECK RESPONSE BM1 2026-0415 PLAN CHECK RESPONSE BM2 PARTIAL ROOF FRAMING PLAN S2.1 1 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D 63 CONCRETE REINFORCING DEVELOPMENT & SPLICE LENGTHS (inches) d s = LAP SPLICE LENGTH dh s d = DEVELOPMENT LENGTH1. ALL CONCRETE BAR LOCATION dh 9 STRENGTH f'c > 2.5ksiNWC TYPE 25 32 sd #3 41423312 #4 d dhs 1553 49 sd #5 ddh CONCRETE 2'-0" CLR s 2'-0"CLR s 18 69 89 dhs #6 sd #7 21 78 102 24 ddh dhs #8 88 115 28 100 sd #9 ddh 129 31 110 143 dhs #10 sd #11 BAR SIZE #18 34 133 41 177 #14 ddh ddh 55 dh COUPLER OR WELDED SPLICE 2.WHEN SPLICING BARS OF DIFFERENT SIZE, USE LAP SPLICE LENGTH IF LARGER BAR, U.O.N. NOTES: 4.MULTIPLY THE TABLE LENGTHS ABOVE BY 1.5 FOR EPOXY COATED REINF 5.MULTIPLY THE TABLE LENGTHS ABOVE BY 1.3 FOR LIGHTWEIGHT CONCRETE. 3.STAGGER EA SPLICE AS FOLLOWS: 8 REINFORCING DEVELOPMENT & SPLICE LENGTHS N.T.S. dh = HOOK DEVELOPMENT LENGTH STD HOOKS & BENDS d TY P 4d > 2 1/2" 6 1 12 d M I N 6d F O R # 3 TH R U # 5 , 12 d F O R # 6 TH R U # 8 . . 6d > 3" . STIRRUPS TIES & HOOKS NOTE: DO NOT FIELD BEND REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE BEND DIAMETER, D BAR SIZE #3 THRU #5 #6 THRU #8 #9 THRU #11 #14 THRU #18 6d 6d 8d 10d NA NA 6d 4d STIRRUPS TIES & HOOPS STD HOOKS & BENDS 90° 135°135° BAR OFFSET 180° 90° 135°90° 1 HOOKS & BENDS N.T.S. D D D D D D D D D, T Y P A - BAR SPACING FOR NON-SPLICED BARS B - BAR SPACING FOR BARS SPLICED w/ NON-CONTACT LAP MIN BAR SPACING: 1 1/2" OR 1 1/2d WHICHEVER IS LARGER MAX BAR SPACING: s/5 OR 6" 2 BAR SPACING N.T.S. d LAP SPLICE PER DETAIL 6/- t PE R P L A N LO C A T E R E B A R A T CE N T E R , U N O CONSTRUCTION JOINT REINF PER PLAN SLAB ON GRADE PER PLAN VAPOR BARRIER (15 MIL MIN) O/ 4" OF SMOOTH FREE DRAINING GRAVEL U.N.O. BY GEOTECH REPORT PREPARED SUB-GRADE W/ 90% COMPACTION PER ASTM D1557 U.N.O. BY GEOTECH REPORT 1/2" WIDE CONTINUOUS FORMED KEY FIRST POUR SECOND POUR NOTE: CONTRACTOR TO VERIFY VAPOR BARRIER IS NOT PUNCTURED. 5 TYPICAL SLAB ON GRADE N.T.S. FTG TRANS REINF TOP & BOT, TYP FTG TRANS REINF TOP & BOT, TYP FTG TRANS REINF TOP & BOT, TYP PLAN NOTE: SEE TYPICAL WALL DETAIL FOR REINFORCING IN STEM WALL. 3 FOOTING REINFORCEMENT AT CORNERS N.T.S. PLAN FTG REINF TOP & BOT STD 90° VERT HOOKS STD BAR OFFSET TO LONGIT BARS AT JOINT STD 90° HK, TYP s TYP s TYP 6 MATERIAL LIFT PIT N.T.S. 12 " 12 " M A X , SE E D R A W I N G S BY O T H E R S EQ EQ #4 HOOKED ADH DOWEL @ 12" O.C. #4 @ 12" O.C., TYP 10" MIN 8" 4" EMBED TYP EQ LIFT SHAFT WALL, S.A.D. LIFT POST PER MFR (4) 5/8"Ø SIMPSON TITEN HD, TYP EA POST 2" MIN TYP #5 @ 12" O.C. TYP 2 CONCRETE DETAILS & SECTIONS S4.0 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.3 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS Δ DATE REASON FOR ISSUE BY 2026-0131 PLAN CHECK ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com 101 N. Pacific Coast Hwy, Suite 301 El Segundo, CA 90245 1300 Dove Street, Suite 160 Newport Beach, CA 92660 BM 2026-0318 PLAN CHECK RESPONSE BM1 2026-0415 PLAN CHECK RESPONSE BM2 1 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D 4" LONG MIN PIECE OF STUD SAME GAUGE AS WALL STUD TO FIT INSIDE TRACK WEB ATTACH USING: (4) #10-16 S.M.S. BETWEEN SLOTS AS SHOWN 1/2" G A P MAX 4" M I N WALL STUD PROVIDE FASTENERS BEWTEEN EA STUD & SLOTS PER 11/-, TYP ATTACH TRACK TO STRUCTURE PER 11/- 4" WIDE x 2-1/2" LEG x 14 GA SLIP TRACK, TYP GAP TO ALLOW FOR VERTICAL DEFLECTION PER 11A 12 SLIP TRACK SPLICE N.T.S. NOTE: SISTERED TOP CONNECTION NOT SHOWN FOR CLARITY, SEE 11/-. 7 FLOOR STRENGTHENING AT RACK STORAGE - END SUPPORT N.T.S. 2" MIN, TYP 1 1/2" MIN, TYP ALIGN, TYP LVL PER PLAN W/ SIMPSON 'MGU-5.50 S.D.S.' HANGER , ORDER HANGER SHALLOW ENOUGH SO ALL FACE MOUNT SCREWS CONNECT TO WEB FILLER & MAINTAIN 1-1/2" EDGE DISTANCE (E) TJI BEYOND, V.I.F., TYP (E) STEEL BEAM W/ 4x NAILER PER PLAN 4x16 FULL-DEPTH WEB FILLER W/ (2) 3/4"Ø THRU EA PIECE, TYP EXTENT OF LVLS, RIP WEB FILLER AS REQ'D, TYP EA SIDE OF Wx BEAM (E) 1 1/2" GYPCRETE O/ (E) PLYWOOD PER PLAN, V.I.F. A A SECTION A- A 11 HOIST BEAM N.T.S. (E) SHTG O/ (E) ROOF FRAMMING PER PLAN, V.I.F., TYP 5,000 ± HOIST MAX, SEE MFR DRAWINGS BY OTHERS 7'-0" MAX, S.A.D. (E) ROOF PURLIN W/(E) POST-TENSIONING, DO NOT MODIFY OR ENCAPSULATE IN LIFT SHAFT, V.I.F. 5 1 4" x 9 1 4" LVL HOIST BEAM SHAFT WALL, S.A.D., SEE NOTE 2 4x6 POST W/ SIMPSON 'LCE' POST CAP TYP (E) P.T. BRACE BEYOND, SHIFT LIFT AS REQ'D TO AVOID TYP 5 - NOTES: 1.WHERE HOIST BEAM POST FALLS ON LIFT OPENING HEADOUT W/ 6x12 AS REQ'D. 2.WOOD POST TO OCCUR WITHIN METAL STUD FRAMING W/ NAILERS & FASTENERS PER 4/-, S.A.D. METAL STUD SHAFT WALL BEYOND, S.A.D., TYP 10 LIFT BRACING @ SECOND FLOOR N.T.S. (E) TOPPING O/ (E) PLYWOOD PER PLAN, V.I.F. SIMPSON 'DTT2Z' EA SIDE OF BLKG, STAGGER PER A-A SHAFT WALL, S.A.D. 1/2"Ø THRU BOLT W/ 2" SQ PLATE WASHER LIFT BRACE W/ PL PER MFR, TYP OR (2) WASHERS DBL 2x BLKG W/ (4) SIMPSON 'A35' ((2) EA SIDE) W/ (12) 'PH612I' SCREWS, TYP (2) BAYS BM PER PLAN (E) TJI PER PLAN W/ 3/4" PLYWOOD OR 2x WEB FILLER PER MFR RECOMMENDATIONS W/ MIN (6) CLENCHED 16d NAILS, TYP EA END OF BLKG SIMPSON 'MST37', FILL ALL HOLES A-A - EQ CL BLKG, STRAP DBL 2x BLKG PER 1/2"Ø THRU BOLT W/ 2" SQ PLATE WASHER TO BACK SIDE OF BM, TYP OF (2) BEAM BEYOND PER PLAN HOLDOWN PER 10/-, TYP OR (2) STAGGER LOCATION EA SIDE OF BLKG STRAP PER 10/- CENTERED ON BLKG ABOVE A-A 1/4"x4" SIMPSON 'S.D.S.' SCREW @ 32" O.C. ,TYP 2 3 HOLES IN DBL TOP PLATES N.T.S. SIMPSON 'ST2215' W/ N16 NAILS, E.S. WHERE 'D' EXCEEDS 'W'/4 PLAN OF PLATE ELEVATION OF PLATE STUDSADD STUD @ JOIST JOISTS DBL PLATE DBL PLATE EQEQ 'D' 'D' = HOLE DIA 'W ' 1 HEAD OUT @ SHAFT OPENING N.T.S. (N) ELEV. OPENING PER PLAN (E) MEZZ. (E) TOPPING O/ (E) PLYWOOD PER PLAN, V.I.F. (E) TJI W/ HANGER TO BM PER PLAN SHORE AS REQ'D, TYP 2x FULL-DEPTH WEB BLKG, TYP EA FACE (E) FLOOR BEYOND, V.I.F. BEAM PER PLAN SHAFT WALL W/ TOP CONN PER 5/- 2 2 STUD NOTCHING/BORING N.T.S. 1 1/2"1 1/2" 60 % O F M A X D I A OF S T U D W I D T H STUD WIDTH STUD WIDTH 25% MAX OF STUD WIDTH FOR NOTCH5/8" MIN EDGE DISTANCE TYP ALL STUDS 5/8" MIN EDGE DISTANCE TYP ALL STUDS 33% MAX OF STUD WIDTH FOR BORE 40% MAX OF STUD WIDTH FOR NOTCH 60% MAX OF STUD WIDTH FOR BORE NON-BRG STUDS EXT AND BRG STUDS NOTE: 1.NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS MAY HAVE 60% MAX BORED HOLES. DBL BRG STUDS NOTCH/BORE & OF STUD 2x4 7/8" 1 1/8" 2" 1 3/8" 2x6 1 3/8" 1 3/4" 3 1/4" 2 1/8" 25% 33% 40% 60% 5 METAL STUD SLIPPED TOP CONN N.T.S. 20GA x 2 1/2" VERTICALLY-SLOTTED SLIPPED TRACK W/ (2) 1/4"x3" SIMPSON 'S.D.S.' @ 32" O.C. & WITHIN 12" OF EACH END OF SHAFT, TYP 1/ 2 " M I N 1" M A X WALL STUD, SAD FOR SIZE & SPACING FRAMING DETAILS & SECTIONS S7.0 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.3 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS Δ DATE REASON FOR ISSUE BY 2026-0131 PLAN CHECK ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com 101 N. Pacific Coast Hwy, Suite 301 El Segundo, CA 90245 1300 Dove Street, Suite 160 Newport Beach, CA 92660 BM 2026-0318 PLAN CHECK RESPONSE BM1 2026-0415 PLAN CHECK RESPONSE BM2 1 1 8 NOT USED 2 2 4 WOOD POST BASE CONN & METAL STUD NAILER N.T.S. 12 " T Y P 6" #10 S.M.S. TO VERTICAL LEG OF TRACK, TYP EA METAL STUD NAILER METAL STUD SHAFT WALL FRAMING & FASTENERS, S.A.D. (E)FLOOR FRAMING, SHEATHING, L.W.C. PER PLAN LIFT OPENING PER PLAN WOOD POST PER PLAN W/ 18 GA METAL STUD NAILER EA FACE W/ 1/4"x3" SIMPSON 'S.D.S.' SCREW @ 12" O.C. STAGGERED, EXTEND METAL STUDS TO SLIP TRACK ABOVE PER 5/- 2 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D STRUCTURAL CALCULATIONS FOR PLAN CHECK MATERIAL LIFT COLLECTOR’S UNIVERSE PHASE 04 TI 1601 E. ST. ANDREWS PLACE SANTA ANA, CA 90705 ASE PROJECT NO. 24026.2 4 PAGES January 31, 2026 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D Job:Collector's Universe TI Designed By:BM Subject:Mass Takeoff Checked By: Job Number:24026 Date:11/19/2024 2nd Floor Flooring 2.0 psf 1.5" concrete topping 18.8 psf 3/4" plywood 3.5 psf 20" TJI at 16" o.c.3.0 psf 2 layers 5/8" drywall 5.5 psf MEP 3.0 psf Lights 1.0 psf T-bar ceiling 3.0 psf Misc.2.2 psf 2nd Floor DL =42.0 psf 2nd Floor LL =65.0 psf Page 1 of 4 Page 2 of 4 Wood Beam LIC# : KW-06020694, Build:20.26.01.14 ARDMORE STRUCTURAL ENGINEERING (c) ENERCALC, LLC 1982-2026 DESCRIPTION:Headout Beam Project File: Collector's Universe Phase 04 TI.ec6 Project Title: Engineer: Project ID: Project Descr: Referenced Design Standard(s) : NDS 2018 Load Combination Set : ASCE 7-22 / IBC 2024 Code References Governing Code : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design iLevel Truss Joist MicroLam LVL 1.9 E 2,600.0 2,600.0 2,510.0 750.0 1,900.0 965.71 285.0 1,555.0 42.010 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 2-1.75x18 Span = 9.0 ft 1 2 D(0.189) L(0.2925) D(0.16) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0420, L = 0.0650 ksf, Tributary Width = 4.50 ft, (D+L) Uniform Load : D = 0.160 , Tributary Width = 1.0 ft, (Wall) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio Maximum Shear Stress Ratio 2-1.75x18 0.167 Section used for this span2-1.75x18 : 10.172 =: 1 Load Combination +D+L +D+L Span # where maximum occurs Span # 1 Location of maximum on span 4.500 ft 47.48 psi= 2,460.51 psi Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination = = = 285.00 psi== 7.522 ft= = 424.21 psi Maximum Deflection 8036 >=360 3562 Ratio =0 >=240 Max Downward Transient Deflection 0.013 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.030 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a NDS2018 NDS2018 Page 3 of 4 Wood Beam LIC# : KW-06020694, Build:20.26.01.14 ARDMORE STRUCTURAL ENGINEERING (c) ENERCALC, LLC 1982-2026 DESCRIPTION:Full Length Beam Project File: Collector's Universe Phase 04 TI.ec6 Project Title: Engineer: Project ID: Project Descr: Referenced Design Standard(s) : NDS 2018 Load Combination Set : ASCE 7-22 / IBC 2024 Code References Governing Code : IBC 2021 Material Properties Beam Bracing :Completely Unbraced Allowable Stress Design iLevel Truss Joist MicroLam LVL 1.9 E 2,600.0 2,600.0 2,510.0 750.0 1,900.0 965.71 285.0 1,555.0 42.010 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-22 / IBC 2024 3-1.75x18 Span = 20.0 ft 1 2 D(1.653) L(1.316)D(0.05586) L(0.08645) D(0.16) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0420, L = 0.0650 ksf, Tributary Width = 1.330 ft, (D+L+Wall) Uniform Load : D = 0.160 k/ft, Extent = 0.0 -->> 11.0 ft, Tributary Width = 1.0 ft, (Wall) Linked Load(s) Beam Headout Beam, Support 1: D = 1.653, L = 1.316 k @ 11 ft from left end of beam .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio Maximum Shear Stress Ratio 3-1.75x18 0.213 Section used for this span3-1.75x18 : 10.504 =: 1 Load Combination +D+L +D+L Span # where maximum occurs Span # 1 Location of maximum on span 10.949 ft 60.79 psi= 2,302.94 psi Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination = = = 285.00 psi== 0.000 ft= = 1,161.00 psi Maximum Deflection 1688 >=360 646 Ratio =0 >=240 Max Downward Transient Deflection 0.142 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.371 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a NDS2018 NDS2018 Page 4 of 4 1610 E ST ANDREW PLACE UNIT 240 SANTA ANA CA 92705 ADDITION OF MATERIAL CONVEYOR INCLUDING NEW SHAFT AND STRUCTURAL WORK ROSIE HOBBS VP, OPERATIONS UNIT 240 949-567-1234 DRAWBRIDGE PACIFIC CENTER, LLC 720-306-5003 0 300,000 PREVIOUS PERMITTED CORE AND SHELL BUILDING IS IN COMPLIANCE WITH APPLICABLE N/A AND MEETS ALL CBC 11B ACESSIBILITY PROVISIONS. MAINTAINS ACCESSIBILITY REQURIEMENTS AND THE PROPOSED TENANT IMPROVEMENT SCOPE 0300,000 101126519 N/A N/A N/A N/A KEITH MULLER 101 N PACIFIC COAST HWY STE 301, EL SEGUNDO, CA 90245 619-204-2036 3/17/2026 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A