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Home My WebLink About2300 N Tustin Ave - REV1 - PlanOCCUPANCY LOAD PER CBC ROOM/SPACE AREA (SQ. FT.) OCC. LOAD FACTOR KITCHEN OCC. DINING OCC. QUEUING OCC. STORAGE OCC. RESTROOMS, CIRCULATION, ETC.OCC. OFFICE TOTAL OCCUPANTS OCC. 2022 CALIFORNIA BUILDING CODE - CBC 2022 CALIFORNIA PLUMBING CODE - CPC 2022 CALIFORNIA MECHANICAL CODE - CMC 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE NFPA 54-2022 CODE 2022 GREEN BUILDING CODE & 2022 ENERGY CODE 2022 CALIFORNIA BUILDING CODE - CBC (CHAPTER 11B) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE CITY OF SANTA ANA MUNICIPAL CODE IMAGE UPGRADE TO EXTERIOR, NEW SIGNS UNDER SEPARATE PERMIT. NEW PAINT AND DECORATIVE ROOF PARAPETS. NEW ARCHITECTURAL FEATURE. INTERIOR TI TO INCLUDE NEW HALLWAY, NEW DRIVE-THRU AND SERVICE COUNTERS, SEATING UPGRADE BY VENDOR AND NEW EXTERIOR LIGHTING. ZONING C5 ARTERIAL COMMERCIAL APN 396-261-36 OCCUPANCY CLASSIFICATION A-2 CONSTRUCTION TYPE V-B FIRE SPRINKLER SYSTEM NOT SPRINKLERED EXISTING BUILDING AREA 1,886 SQ. FT. PROPOSED ADDITION 210 SQ. FT. TOTAL NEW BUILDING 2,096 SQ. FT. G001 COVER SHEET G002 ACCESSIBILITY DETAILS A002 PROPOSED SITE PLAN A003 SITE PLAN DETAILS A005 EXISTING FLOOR PLAN A010 DEMOLITION PLAN A101 FLOOR PLAN A121 REFLECTED CEILING PLAN A131 ROOF PLAN A132 ROOF DETAILS A201 EXTERIOR ELEVATIONS A201C COLORED EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A202C COLORED EXTERIOR ELEVATIONS A601 DOOR, WINDOW, FINISH SCHEDULE AND DETAILS A601.1 MANF FLOOR SPEC A603 DETAILS A604 DETAILS SCOPE OF WORK APPLICABLE CODES SHEET INDEX SHEET DESCRIPTIONTR A D E AR C H I T E C T U R A L OWNER: DEL TACO 25521 COMMERCE CENTRE DR., SUITE 200 LAKE FOREST, CA 92630 CONTACT: KORI SEKI - DIRECTOR OF DESIGN & ARCHITECTURE EMAIL: KSEKI@DELTACO.COM C: 949-706-4727 ARCHITECT: PAUL DEPPE ARMET DAVIS NEWLOVE 1330 OLYMPIC BLVD SANTA MONICA, CA 90404 T: 310.452.5533 EXT. 203 C: 310.503.7778 EMAIL: DEPPE@ ADNARCH.COM ELECTRICAL/PLUMBING ENGINEER: AMOS SLUTZKY AMELECT, INC. 1330 OLYMPIC BLVD. SANTA MONICA, CA 90404 EMAIL: AMELECT@IX.NETCOM.COM STRUCTURAL ENGINEER: RICK TAYLOR HTK STRUCTURAL ENGINEERS, LLP 14288 DANIELSON STREET, SUITE 200 POWAY, CA 920604 T: 858-679-8989 EXT. 24 EMAIL: RICKY@HTKSE.COM PROJECT DIRECTORY OCCUPANT LOAD PROJECT SUMMARY: VICINITY MAP ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 LA N D S C A P E OCCUPANT LOAD SHALL BE POSTED IN THE ASSEMBLY ROOM EXIT REQUIREMENTS: < 50 OCCUPANTS 1 EXITS REQUIRED / 2 PROVIDED > 50 OCCUPANTS 2 EXITS REQUIRED / 2 PROVIDED MINIMUM PLUMBING FIXTURE CALCULATION: BASED ON TOTAL OCC. LOAD: DINING AREA / 30 = 625 SF / 30 = 21 OCC. MINIMUM PLUMBING FIXTURES FOR CPC 422.1 TABLE A: 1 PER 50 MALES REQUIRED / 1 WATER CLOSET PROVIDED - EXISTING 1 PER 50 FEMALES REQUIRED / 1 WATER CLOSET PROVIDED - EXISTING E001 SYMBOLS LIST, GENERAL NOTES AND ABBREVIATIONS E101 LIGHTING PLAN E201 ELECTRICAL POWER PLAN E302 ELECTRICAL PANEL SCHEDULES E501 INTERIOR ENERGY COMPLIANCE FORMS E502 INTERIOR ENERGY COMPLIANCE FORMS E503 EXTERIOR ENERGY COMPLIANCE FORMS E504 EXTERIOR ENERGY COMPLIANCE FORMS EL E C T R I C A L P001 PLUMBING NOTES, SCHEDULES, LEGEND AND ABBREVIATIONS P002 PLUMBING SPECIFICATIONS P101 PLUMBING FLOOR PLAN P201 PLUMBING SITE PLAN PL U M B I N G GEOTECHNICAL ADDENDUM LETTER ENGINEER: GEO ENVIRONMENTAL RESOURCES INC 2511 WEST LA PALMA AVE., SUITE E ANAHEIM, CA, 92801 CONTACT: ALEXANDER A. RASTEGAR PROJECT ENGINEER EMAIL: ALEXRASTEGAR@YAHOO.COM C: 714-995-9001 S1 FOUNDATIOIN PLAN AND FRAMING DETAILS S2 STRUCTURAL NOTES AND DETAILS ST R U C T . L100 PLANTING PLAN L101 PLANTING NOTES L200 IRRIGATION PLANS L201 IRRIGATION NOTES L300 DETAILS L301 DETAILS L400 SPECIFICATIONS L401 SPECIFICATIONS L402 SPECIFICATIONS Signed On: 6-14-24 Bldg# 101117751-52 Plmg# 30146715 APPROVALS: PLNG - CSantana BLDG - CSG Consultants PLMG - CSG Consultants 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 TYP. STD. LAYOUT OF ACCESSIBLE TOLIET UNOBSTRUCTTED SIDE REACH UNOBSTRUCTED FORWARD REACH · · · · INTERNATIONAL SYM. OF ACCESSIBILITY OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH FORWARD REACH STD. VISUAL/TACTILE SIGNAGE SINK AND URINAL CLEARANCES STD. LAYOUT OF ACCESSIBLE LAVATORY STD. HEIGHT REQUIREMENTS STD. LAYOUT OF ACCESSIBLE URINAL GRAB BAR MOUNTING ALL GENDER RESTROOM SYMBOL EXIT · · · · EXIT TOE & KNEE CLEARANCE REQUIREMENT @ DINING SURFACES ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed On: 6-14-24 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 E S A N T A C L A R A A V E N TUSTIN AVE PROPOSED SITE PLAN KEY NOTES PARKING LEGEND PARKING ANALYSIS EV CAPABLE EV CAPABLE EV CA P A B L E EV CA P A B L E NO PARKING ENLARGED REAR DOORS A - REAR HALLWAY DOOR B - REAR SERVICE DOOR VAN 42 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 PARKING ONLY MINIMUM FINE $250 VAN ACCESSIBLE UNAUTHORIZED PARKING INT. SYM. OF ACCESSIBILITY ACCESSIBLE PARKING SIGN DETECTABLE WARNING TRASH ENCLOSURE FLOOR PLAN TRASH ENCLOSURE ROOF PLAN EXISTING TRASH ENCLOSURE PARKING LOT STRIPPING TYP. ACCESSIBLE PARKING STALLACCESSIBLE CURB RAMPCONCRETE CURB AT PLANTERGUARD RAIL @ RAMP ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 EXISTING FLOOR PLAN STORAGE AREA KITCHEN DRIVE THRU SERVICE AREA OFFICE AREA ALL GENDER RESTROOM ALL GENDER RESTROOM STORAGE AREA DINING ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 DEMOLITION PLAN WALL LEGEND DEMOLITION GENERAL NOTES MINOR WORK DONE IN KITCHEN AREA. PROTECT KITCHEN EQUIPMENT DURING CONSTRUCTION. ALL KITCHEN EQUIPMENT TO REMAIN. ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 ITEM NO QTY.EQUIPMENT CATEGORY MARK 1 1 1 (N) ICE DISPENSER ON BEVERAGE MACHINE (N) HAND SINK1 (N) MAGNETIC MENU BOARD1 (N) BEVERAGE BAR (N) BEVERAGE MACHINE 1 1 (E) POS3 1 (E) 4'-0" GRILL (E) HEAVY FRYERS2 1 (E) 3 COMP SINK (E) WALK IN COOLER1 (E) BAG IN THE BOX AND (1) RACK #401 1 (E) CO2 TANK (E) FRY FREEZER1 (E) WATER HEATER1 2 (E) STOCK POT RANGE 2 BURNER (E) MOP SINK1 (N) FRY DUMP STATION1 1 (E) MANAGER DESK (E) FWE HEATED HOLDING CABINET1 (E) ELECT. PANEL1 (E) SHAKE MACHINE 1 (E) COFFEE/TEA BREWER1 7 (E) STORAGE RACKS 1 (E) SANDWICH PREP. TABLE (MAFG.: MANITOWOC, MODEL: IB-1094YC) ((E) 75 GAL. W/75,000 KBTU RATING) (MFR.: TRUE, MODEL: TSSU-27-08-HC) 1 EQUIPMENT SCHEDULE (E) PREP SINK (MFR.: JOHN BOOS , MODEL: 1B18244-2D18 ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 (E) BEV. MACHINE W/ TOP ICE DISPENSER RELOCATED (N) TABLE BY AVANTI 1 (N) DRIVE-THRU COUNTER 8'-6" X 3'-0" 41 1 (N) SERVICE COUNTER 9'-7-1/2" X 2'-6" REPLACE (E) REPLACE (E) REPLACE (E) REPLACE (E) 1 (E) SS TABLE W/ WHEELS 1 1 (E) FLOOR SINK 7 2 1 (E) FILING CABINET 1 1 (E) ICE MACHINE (E) L-TACO BAR LINE (E) HAND SINK1 REPLACE (E) RELOCATED REPLACE (E) (1) RELOCATE RELOCATED F.S. (N) FLOOR SINK RELOCATED1 1 (N) PREFAB. WALK-IN FREEZER (MFR. Kolpak, CUSTOM) 2 (E) AIR CURTAINS RELOCATED 1 (E) AIR CURTAIN 1 (N) STORAGE RACK42 5 (N) WIRE SHELVING FOR WIC42 1- FOR NEW WALK-IN CONDENSATE 2- FOR FUTURE COMBI OVEN RELOCATE F.S. @ SERV. COUNTER TO D.T. COUNTER SINK #36. (N) EMPLOYEE LOCKER143 30X 4 8 24x42 SS5'- 0 " 24x45 SS CH 5'- 0 " 24x45 SS 24x45 SS LB B 5 4 LB B 7 2 LB B 7 2 LB B 5 4 24x24 SS 24x42 SS CH 24x42 SS LBB42 LBB42 LBB42 BS 22x27 LABS 24x42 SS 24x42 SS LBB42 LBB42 LBB42 CH CH CH CH CH CH CH 24x24 SS 24x24 SS 24x24 SS 24x42 SS CHCH WR 1 WR2 (E) (E) (E)(E) (E)(E) (E) 1 2 19 16 40 4040 22 13 12 34 27 40 40 40 26 23 1425 3 3638 41 246 21 18 28 15 8 17 20 30 4 5 32 7 5 53937 2911 1111 11 11 11 11 10 9 9 31 31 33 42 42 42 42 42 1836-5 42 (N) (N) (A) 43 FLOOR PLAN GENERAL NOTES KEY NOTES STORAGE AREA KITCHEN SERVICE AREA OFFICE AREA ALL GENDER RESTROOM ACC. ALL GENDER RESTROOM STORAGE AREA WALL LEGEND 1.SEE SHEET A601 "ROOM FINISH SCHEDULE" FOR FINISHES. HALLWAY DINING DRIVE- THRU ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed On: 6-14-24 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 REFLECTED CEILING PLAN GENERAL NOTES CEILING PLAN LEGEND INT. MATERIAL/FINISH SCHEDULE WALL TO (E) OVERHANG WALL @ (E) OVERHANG - TYP. KEY NOTES SPECIFICATIONSSYMBOLMK. A2 B1 B3 H2 EM1 EX1 B1X A3 1.SEE SHEET A601 "ROOM FINISH SCHEDULE" FOR WALL FINISHES G1 R1 DRIVE THRU KITCHEN OFFICE AREA STORAGE AREA DINNING (E) ACC. ALL GENDER RESTROOM (E) ACC. ALL GENDER RESTROOM SERVICE AREA R2 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 ROOF PLAN G.C. SCOPE NOTES ROOF PLAN NOTES KEY NOTES LIGHTING LEGEND J3 42 42 EXISTING ROOFING AND EQUIPMENT IS LOCATED WITHIN ROOF STRUCTURE AND THEY ARE TO REMAIN UNCHANGED. NO WORK DONE IN THIS AREA. ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 PARAPET FRAMING @ MANSARD ARCH. FEATURE FRAMING @ MANSARD SECTION THROUGH HALLWAY BASE FLASHING TYPICAL CRICKET PARAPET FLASHING PARAPETWEEP SCREED A B NOT USED NOT USED NOT USED ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 GENERAL NOTES DEMOLITION / FINISH NOTES NORTH ELEVATION GENERAL NOTES DEMOLITION / FINISH NOTES EAST ELEVATION 2300 EXT. MATERIAL/FINISH SCHEDULEEXT. MATERIAL/FINISH SCHEDULE ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 GENERAL NOTES DEMOLITION / FINISH NOTES WEST ELEVATION GENERAL NOTES DEMOLITION / FINISH NOTES SOUTH ELEVATION EXT. MATERIAL/FINISH SCHEDULEEXT. MATERIAL/FINISH SCHEDULE ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 F-4 FLOOR TO BE APPLIED PER THESE SPECS AND PROVIDED MANF. SECTION 099726 CEMENTITIOUS COATING SPECS. DOOR SCHEDULEINT. MATERIAL/FINISH SCHEDULE ACCESSIBLE SIGNAGE ROOM FINISH SCHEDULE DOOR TYPES HARDWARE SCHEDULEDOOR NOTES KEY PLAN WINDOW SCHEDULE WINDOW TYPES NOT USE D DINING KITCHEN ACC. R.R. R.R. HALL- WAY SERVICE COUNTER DRIVE THRU NOT USE D NOT USE D SELF SERVE ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 (N) FOOTING TO (E) FOOTING@ HALLWAY DESIGN NOTES: WIND SEISMIC DESIGN LOADS FOUNDATION NOTES GENERAL NOTES WOOD NOTES (CBC CHAPTER 23) COLD-FORMED STEEL FRAMING (CBC CHAPTER 22) TYPICAL INTERIOR WALL SECTIONTYPICAL CONNECTION DETAILS FOUNDATION PLAN HALLWAY DINING KITCHEN (E) RESTROOM SERVICE AREA DRIVE THRU ACC. RESTROOM ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 SIGNED 2-25-2024 SIGNED 2-25-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 ALUM. WINDOW HEADER/JAMB ALUM. WINDOW SILL INTERIOR DOOR SILL INTERIOR DOOR HEADER/JAMB INTERIOR EXTERIOR 2 1 INTERIOR EXTERIOR ALUM. DOOR SILL ALUM. DOOR HEADER/JAMB ALUM. STOREFRONT SILLINTERIOR DOOR SILL INTERIOR DOOR HEADER/JAMB NOT USED ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 OBSTRUCTED HIGH REACH SIDEACCESSIBLE SEATING NOT USED ENLARGED ACCESSIBLE RESTROOM TYP. BASE DETAIL EXPANSION JOINT SERVICE AND D.T COUNTER ELEVATIONS ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 (N) FOOTING TO (E) FOOTING@ HALLWAY FOUNDATION PLAN HALLWAY DINING KITCHEN (E) RESTROOM SERVICE AREA DRIVE THRU ACC. RESTROOM PARAPET FRAMING @ MANSARD ARCH. FEATURE FRAMING @ MANSARD SECTION THROUGH HALLWAY NOT USED ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 CHECK IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. GER INC. NO EXCEPTION TAKEN BY DATE APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 Alexander A. Rastegar 5/06/24 Signed: 5-16-2024 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 TYPICAL INTERIOR WALL SECTION TYPICAL CONNECTION DETAILS STRUCTURAL NOTES DESIGN NOTES: WIND SEISMIC DESIGN LOADS FOUNDATION NOTES GENERAL NOTES WOOD NOTES (CBC CHAPTER 23) COLD-FORMED STEEL FRAMING (CBC CHAPTER 22) ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 Signed: 5-16-2024 Signed: 5-16-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 Signed: 5-15-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 Signed: 5-15-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 Signed: 5-15-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 WALLS LAYOUT CEILINGS LAYOUT FLOORS LAYOUT WALK - IN SPECIFICATIONS L U } 1. SUBMITTAL DRAWING NOT INTENDED FOR INSTALLATION. AS-BUILT DRAWING FOR INSTALLATION WILL BE AVAILABLE AFTER ORDER IS P LACED. HARD COPY OF AS-BUILT DRAWING WILL BE IN HARDWARE BOX WITH WALK-IN SHIPMENT TO JOBSITE. ALL AS-BUILT DRAWINGS SHOW PART NUMBERS AND ID LABELS ON PLAN VIEWS. 2. ALL WALK-INS ARE DESIGNED FOR INDOOR APPLICATION UNLESS NOTED OTHERWISE 3. PENETRATIONS AND SEALING OF ARE THE RESPONSIBILITY OF OTHERS 4. ALLOW 2" MINIMUM CLEARANCE WITH AIRFLOW OF 5 CFM PER 100 SQ FT AROUND ENTIRE PANEL SURFACES. INDOOR WALK-INS REQUIRE A 75°F AMBIENT AND 55% RELATIVE HUMIDITY OR LESS AROUND THE EXTERIOR OF THE WALK-IN. 5. GENERAL CONTRACTOR TO REFER TO DESIGN AND SPECIFICATION MANUAL FOR FLOOR DETAIL INFORMATION 6. QUARRY TILE OR CONCRETE FLOOR APPLICATIONS: METAL PANEL FACING MAY BE SUSCEPTIBLE TO STAINING DUE TO EXCESSIVE MOISTURE CREATED BY THE HYDRATION OF CONCRETE TYPE MATERIALS. IT IS ABSOLUTELY NECESSARY THAT EACH ROOM BE PROPERLY VENTILATED. SPECIAL PRECAUTIONS MUST ALSO BE TAKEN WHEN USING MURIATIC ACID DUE TO EFFECTS HYDROCHLORIC FUMES HAVE ON METAL MATERIALS 7. PANEL LAYOUT MAY CHANGE BASED ON OPTIMAL MANUFACTURING STANDARDS 8. WALK-IN TOP IS NOT DESIGNED FOR FOOT TRAFFIC OR STORAGE UNLESS NOTED OTHERWISE 9. IF CONDENSING UNIT IS LOCATED IN THE INTERIOR OF BUILDING A MINIMUM OF 24" OF CLEARANCE IS REQUIRED AROUND TOP AND SIDES 10. FLOOR, CURB, AND PIT DETAILS ARE FOR GENERAL REFERENCE ONLY. THESE DRAWINGS SHOULD NOT BE USED OR INCORPORATED IN THE DESIGN OR PREPARATION OF THE INSULATED FLOOR, SUB-SLAB OR CURBS, WITHOUT HAVING THE DESIGN REVIEWED BY A QUALIFIED ENGINEER. ALL FOOTINGS, FOUNDATION WALLS AND CONCRETE WEAR SLABS ARE THE RESPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT. 11. THE FOAM PLASTIC USED IN THIS PRODUCT COMPLIES TO THE IBC SECTION 2603 AS FOLLOWS: FLAME SPREAD RATING: 20; SMOKE DEVELOPED RATING: 450; FLASH IGNITION TEMPERATURE RATING: 915°f; SPONTANEOUS IGNITION TEMPERATURE RATING: 950°f. 12. R-VALUES MEET DOE REQUIREMENTS AND ARE ASTM C518 TESTED. COOLER R-VALUES ARE R-29 FOR 4" THICK, R-36 FOR 5" THICK, AND R-44 FOR 6" THICK PANELS. FREEZER R-VALUES ARE R-32 FOR 4" THICK, R-40 FOR 5" THICK, R-48 FOR 6" THICK PANELS, AND R-29 FOR 4" FLOORS. 13. FLOORS NOT DESIGNED FOR WET MOPPING, PALLET JACKS, OR FORKLIFT TRAFFIC. ! ATTENTION DATE:_____________ BY:_____________________________ YOU MUST REVIEW ALL NOTES, DETAILS, DIMENSIONS, FINISHES, DOORS SIZES, LOCATIONS AND SWINGS APPROVAL- NO CHANGE REQUIRED, MANUFACTURE AS DRAWN. APPROVED AS NOTED - MAKE REQUIRED CHANGES AND MANUFACTURE AS DRAWN. NOT APPROVED- DESIGN CHANGES REQUIRE DRAWING REVISION AND RESUBMISSION. FOR APPROVAL SMOOTH FINISH DISCLAIMER Panels with non-textured and/or no-profile panel finishes (smooth finishes) on the exterior and interior faces may exhibit “oil canning" and flatness imperfections on the surface. Our standard panels have a stucco embossed texture on both faces that helps to reduce oil canning and any other irregularities in the exposed surface. Please be aware of this potential situation in your specification process. Such “oil canning” and flatness issues are typical and are not covered under standard warranties. D AT E: QUOTE R EVISI ON D EL TAC O - STANTON STANTON,CA 90680 USA A VAN TI RES TAUR ANT S OLUTIO NS AD-1 of 2 DR AWING #: 2915 Tennes see A ven ue Nor th, Par sons , T N 3 8363 (731) 847 -636 1 *(8 00) 826- 7036* 0 4/20 / 20 21 DATE : CHECK B Y: D ATE : KAD D RAW N B Y: SHEET # A 188429R 1 0 01 ® UNI T #: O RDER #: }NSF Kolpak and Harford walk-ins are compliant with UL standards. • Door panels are UL471, UL file listing E46140. • Standard Evaporator coils are UL412. •Condensing Units are UL1995. U NOTICE:L} F01 - FREEZER : W/FLOOR 9' - 0 1/4" O.A. HEIGHT 8' - 4 5/8" I.D. PANELS FOAMED IN PLACE URETHANE FOAM 4" EXTERIOR FINISH WALL: GALVALUME - EMBOSSED 26 GA TOP: GALVALUME - EMBOSSED 26 GA FLOOR: GALVALUME - EMBOSSED 26 GA INTERIOR FINISH WALL: ALUMINUM - EMBOSSED WHITE .040 TOP: ALUMINUM - EMBOSSED WHITE .040 FLOOR TYPE F01 FREEZER : STANDARD 1000# ERA ALUMINUM - SMOOTH ALUMINUM .100 WALK-IN ACCESSORIES (50) COVE BASE, ALUMINUM EMBOSSED WHITE .040 1.25 X 4.25 (1) LIGHT FIXTURE - KASON 1810LC LED 48IN 120/230V 50/60HZ (DIODE STRIPS) (7) TIE DOWN ANGLE - 1-1/2" X 1-1/2" X 96" (INT WALL TO CL INCL PARTITIONS) (3) TRIM ANGLED 3" X 3" X 8FT GALVALUME EMBOSSED 26 GA REFRIGERATION F01 FREEZER : KPC198LZOP-2E, R448A, VOLTS: 208-230-60-1,BTU:6240 KEL16-049-2EC-PR-8 VOLTS: 208-230-60-1,BTU:6503 TEMP: WALK-IN -10,AMBIENT TEMP: 90 6'-93 4 " 7'-53 4 " 6'-7 " 7'-3 " 36 1 4" 2 13 8" 2 13 8" 4 31 2 " 431 2" 1'-3 " A Freezer OVERALL SIZE: 7'-5 3/4" X 7'-3" X 9'-0 1/4" (INDOOR) 6'-9 3/4" 6'-11" X 7'-8 1/2" X 9-0 1/4" 6' - 1 1 " 6' - 3 " 7'-8" EQ EQ CL 42.5 X 92.75 CL 40.5 X 92.75 FL 42.5 X 92.75 FL 40.5 X 92.75 EQ EQ DAVID M FULTON C89429 ^WIL-EN®NBErR SIGNED 2-21-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 DW-1 DRAWN BY: DATE: CHECK BY: DATE: SHEET # KAD 09/24/2021 AVANTI RESTAURANT SOLUTIONS 2915 Tennessee Avenue North, Parsons, TN 38363 (731) 847-6361 *(800) 826-7036* AD-2 of 2 UNIT #: DEL TACO GLENDALE #153 REMODEL - WALK-IN FREEZER GLENDALE,CA 91201 USA DRAWING #: ORDER #: QUOTE REVISION DATE: A202371R1 001 ® ® DOOR SWEEP GASKET HEATER WIRE THRESHOLD FLOOR PANEL BOTTOM PLATE FINISHED FLOOR 4 1/8"3 5/8" FLOOR OR METAL SCREED LATCH STRIKE LOCKS SPACED @23" O.C. (2) #14 x 1" HEX HEAD TEK SCREWS (ICC-ESR-1976) LOCATED @ 12" ON CENTER 1.5" x 1.5" TIE DOWN ANGLE TO MATCH CEILING FINISH ANTI-DELAMINATION BRACKET AT EVERY ENTRANCE CONDUIT, FORCE SEALANT AROUND THE EXTERIOR OF THE ELECTRICAL CONDUIT AND INSIDE THE CONDUIT AROUND THE WIRES. FAILURE TO ELIMINATE AIRFLOW IN THE CONDUIT WILL ALLOW MOISTURE TO DAMAGE ELECTRICAL COMPONENTS ESPECIALLY LIGHTS WHICH WILL NOT BE COVERED UNDER WARRANTY. COVER PLATE CONDUIT NUT THERMAL RESISTIVE CONDUIT SUCH AS SCHEDULE 40 PVC. J-BOX (AS NEEDED) PANEL LEAD WIRES TO BE PULLED THROUGH CONDUIT *NOTE* FOR OUTDOOR WALK-IN, DO NOT PENETRATE CEILING PANELS. DRILL THROUGH HOLE INSIDE CAMLOCK POCKET INTO FOUNDATION USING 1/4" X 8" CARBIDE DRILL BIT. DO NOT USE IMLPACT WRENCHES TO INSTALL INTO HOLLOW CMU. AFTER DRILLING, BLOW DUST OUT OF EACH HOLE USING COMPRESSED AIR. BE SURE DRILL AND ANCHOR DO NOT COME INTO CONTACT WITH LOCK PIN 4" FLOOR OR METAL SCREED DRIVE SIMPSON STRONG TIE TITEN HD SEISMIC ANCHOR THDB25412CS (ICC ESR-2713 FOR CRACKED AND UNCRACKED CONCRETE AND ICC ESR-1056 FOR MASONRY) UNTIL THE BOTTOM OF THE COUNTERSUNK HEAD CONTACTS BOTTOM OF THE CAM LOCK POCKET. THE HEAD WILL SLIGHTLY EXPAND CAM POCKET, BE SURE ANCKOR WILL NOT INTERFERE WITH MATING CAM LOCK HOOK. FASTENER @ 11.5" ON CENTER 2" MIN. EMBED 1/4" MIN. OVERDRILLSIDE VIEW CONCRETE SLAB ASSUMED TO BE 4” MINIMUM THICKNESS AND 2500PSI MINIMUM COMPRESSIVE STRENGTH COMPARTMENT DESCRIPTION TEMP F WI QTY MODEL# COMPRESSOR TYPE L (A) W (B)LBS DIMENSIONS H (C) CONNECTIONS O.D. VV SUCTФHZ FLALRAHP COMPRESSOR RLA TOTAL AMPS MX AMP DISC CONDENSER FAN MTR Ф LIQ @ 90% FULL (lbs) RCV CAP CONDENSING UNIT REFRIGERANT 1-10 KPC198LZOP-2E 33SCROLL 18625.5 19.25 13.62 208-23061 60 1 1.2 208-230 15.11 30 10.4F01 FREEZER 7/8 3/8R448A COMPARTMENT DESCRIPTION TEMP F WI QTY MODEL # (DEFROST: A-AIR E-ELECTRIC)L (D) W (E) H (F)LBS DIMENSIONS TOTAL AMPS V FAN UNIT COOLER TOTAL AMPS HEATER V Ф SUCT CONNECTIONS O.D. DRAINLIQREFRIGERANT -10 1 KEL16-049-2EC-PR-8 27.125 15.5 47 116.75 208-230 3/44.9 3/8208-230 5/80.5F01 FREEZER R448A SUCTION AND LIQUID LINE AIR INLET CONDENSING UNIT ASSEMBLY A B C CLEARANCE REQUIREMENT MINIMUM CLEARANCE REQUIRED FOR PROPPER OPERATION AIR FLOW SIDE VIEW 36" REQUIRED FOR SERVICING 18" ELECTRICAL CONNECTIONS (IN REAR) SUCTION CONNECTION (IN REAR) D EVAPORATOR - MODEL AM, EM, EL, AMB, ELB LIQUID (IN REAR)MPT DRAIN CONNECTION E F 58" 443 4" FRAME: RECESSED 0" WITH 0" LEVELING SAND AND 0" TILE AND GROUT EXT: GALVALUME - EMBOSSED 26 GA INT: ALUMINUM - EMBOSSED WHITE .040 PLUG: EXT: GALVALUME - EMBOSSED 26 GA EXT: KICKPLATE, ALUM .063 DIAMOND TREAD 36" HIGH INT: ALUMINUM - EMBOSSED WHITE .040 INT: KICKPLATE, ALUM .063 DIAMOND TREAD 36" HIGH HARDWARE AND ACCESSORIES: (1) 115/60/1 ELECTRICAL (1) DOOR CLOSER - KASON 1094 BRUSHED CHROME (STD) (1) HANDLE - KASON 28 WITH LOCKING ASSEMBLY (STD) (1) HEATER WIRE, 5 WATT / FT (2) HINGE - KASON 1346 BRUSHED CHROME ADJUSTABLE / SPRING ASSISTED (STD) (1) LIGHT FIXTURE - KASON 1803 LED W/BULB, GLOBE AND NIGHTLIGHT 120V (STD) (1) STRIP CURTAIN 36X78 (1) SWITCH - WEATHERPROOF PRESS 120/230V (1) THERMOMETER - 2 INCH DIAL W/6' LEAD (STD) (3) THRESHOLD, STAINLESS STEEL 14 GA (1) VENT - PRESSURE RELIEF, HEATED KASON 1825 (STD) DOOR ELECTRICAL INFORMATION DESCRIPTION QTY VOLT AMP AMP LOAD 115 VOLT, SINGLE PHASE, 60 Hz, TOTAL DOOR AMPS: 0 A DETAIL - 4IN FLOOR-HTR WIRE Scale: NTS1 DETAIL - PANEL CONNECTION AT FLOORS OR METAL SCREEDS Scale: NTS2 DETAIL - TIE DOWN ANGLE-INT WALL TO CL INCLUDING PARTITIONS Scale: NTS3 DETAIL - FOOT-LIGHT ROLLING CART FLOOR CONSTRUCTION Scale: NTS4 DETAIL - ELECTRICAL CONDUIT PENETRATION Scale: NTS5 DETAIL - TITEN HD ANCHOR Scale: NTS6 NOTE: (*) 1/4″ X 4″ X 3′ ALUMINUM DOOR THRESHOLD. THETHRESHOLD IS MADE OF DURABLE ALUMINUM AND DESIGN TO WIHSTAND HEAVY TRAFFIC. PROVIDE SMOOTH TRANSITION BETWEEN FLOOR AND DOOR, CORROSION-RESISTANT. (*) DAVID M FULTON C89429 ^WIL-EN®NBErR SIGNED 2-21-2024 2300 N Tustin Ave - 101117751-52 & 30146715 8/22/2024 Rev: 02/01/2023 Page 1 of 2 DISABLED ACCESS COMPLIANCE ACC-01 CBC 2022 A. PURPOSE OF THIS DOCUMENTATION: (check one) Finding of unreasonable hardship for projects UNDER the valuation threshold* Finding of unreasonable hardship for projects OVER the valuation threshold* Certification of Full Compliance with the 2022 California Building Code * Valuation threshold as defined in the 2022 California Building Code, Section 11B-202.4 (Exception #8) and Section 202 is $195,358.00 (as of January 2023) B. PROJECT INFORMATION TO BE COMPLETED BY PETITIONER: Project Address: $ $ 1. The cost of all construction contemplated in the determination of the valuation of improvement threshold based on the valuation of site and building improvements for the last three-year period. 2. 20% of Total Construction Cost or Project Valuation: $ 3. The actual amount to be spent to provide disabled access: $ 4. Describe the impact of the proposed improvements on financial feasibility of the project. 5. Describe the proposed improvements related to accessibility upgrades on this project. Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org X 2300 N. Tustin Ave., Santa Ana, CA 92705 Restaurant TI Del Taco #130 / Del Taco, LLC Devling Place Apartments 714-541-3722 949-706-4727 220,000 Accessible work as part of the scope will bring the building into full compliance . The accessible parking space will be moved where the grades work and a path to the right of way will be built. The restrooms will comply and all needed clearances are shown on the site and floor plans. There will be no hardship needed with work to achieve full compliance included in the project scope. 30146715 1 Full compliance provided. 15,000 44,000 15,000 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 6. Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation may be required) Accessible Features to be Made Accessible Cost of Improvement a. Entrance: Door Landing Stairway/Steps Ramp $ b. Path of Travel: Path of travel from accessible parking to the building entrance and area of remodel $ $ Path of travel from the public way to the building entrance $ c. Sanitary facilities ( Floor no. ) $ d. Public phone(s) $ e. Drinking fountain(s) $ f. Parking $ g. Signage & Alarms $ i. Other: $ Total: $ 7. Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is granted. Provide an estimated cost of compliance for each item: (Documentation may be required) Accessible Features Not to be Improved Cost of Improvement a. $ b. $ c. $ Total: $ 8. Petitioner must be the legal property owner or his/her legal representative: I certify that the above noted information is true and correct. Legal Property Owner Architect/Engineer Contractor Other: Print Name: Phone No. Address: Signature: Date: FOR AGENCY USE ONLY Approved by: Date: X X 8,500 6,500 15,000 X Paul Deppe, ADN Architects 1330 Olympic Blvd., Santa Monica, CA 90404 310-503-7778 resigned 5-15-2024 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 STRUCTURAL CALCULATIONS PROJECT: Del Taco, Santa Ana, CA DESIGN ASSUMPTIONS Concrete Strength at 28 days: ≔f'c 2500 psi Masonry (Grade N Concrete Block): ≔f'm 2000 psi Mortar (Type S): ≔f'm 2000 psi Grout:≔f'g 2000 psi Reinforcing Steel:A-615 Grade 40 (#4 and less)≔Fy40 40000 psi Grade 60 (#5 and larger)≔Fy60 60000 psi Structural Steel: A-36 Yield Strength:≔Fy 50000 psi Lumber: Douglas Fir-Larch ≔Es ⋅29 10 6 psi 4x Joists, Beams and Posts: #2 (UON)≔Fv4x 95 psi ≔Fb4x 900 psi ≔E4x ⋅1.6 10 6 psi 6x Joists, Beams and Posts: #1 (UON)≔Fv6x 85 psi ≔Fb6x 1350 psi ≔E6x ⋅1.6 10 6 psi Studs:Stud Grade (UON) Manufactured: PSL:≔FvPSL 290 psi LSL:≔FvLSL 310 psi ≔FbPSL 2900 psi ≔FbLSL 2325 psi ≔EPSL ⋅2.0 10 6 psi ≔ELSL ⋅1.55 10 6 psi DESIGN LOADS: ROOF DEAD LOAD FLOOR DEAD LOAD WALL DEAD LOAD SLOPING FLAT INTERIOR EXTERIOR ≔DLwallext 16 psf Rooﬁng: Plywood: Joists: Insul. & Clg: Sprink: Misc: 4 psf 2 psf 5 psf 1 psf 2 psf 2 psf Flooring: Plywood: Joists: Insul. & Clg: Sprink: Misc: 2 psf 2 psf 5 psf 2 psf 2 psf 1 psf 4 psf 2 psf 5 psf 2 psf 2 psf 1 psf ≔DLwallint 10 psf ROOF LIVE LOAD ≔LLroofslope 20 psf ≔LLrooﬄat 20 psf ≔DLroofslope 16 psf ≔DLﬂoorint 14 psf FLOOR LIVE LOAD ≔DLrooﬄat 16 psf ≔DLﬂoorext 16 psf ≔LLﬂoorint 40 psf ≔DLtrellis 3 psf ≔LLﬂoorext 60 psf ≔LLﬂoorexit 100 psf SOIL DESIGN VALUES Report by: CBC MINIMUMS Reporty No.: N/A Report Date: 2019 CBC Bearing Pressure: ≔qb 1500 psf These calculaons are limited only to the items included herein, selected by the client and do not imply approval of any other poron of the structure by this oﬃce. These calculaons are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. Job No.Designed By Date 24-315 RT 2/12/2024 LATERAL ASSUMPTIONS: San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 Signed: 5-15-2024 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 Job No: Basic Parameters Wind Directionality Factor, Kd 0.85 Table 26.6-1 Topographic Factor, Kzt 1.00 Section 26.8 Ground Elevation Factor, Ke 1.00 Table 26.9-1 Internal Pressure Coefficient, GCpi +/- 0.18 Table 26.11-1 Pressure Coefficients Wall External Pressure Coefficient, GCpf 0.53 Table 28.4-1, Surface 1 Roof External Pressure Coefficient, GCpf -0.69 Table 28.4-1, Surface 2 Roof External Pressure Coefficient, GCpf -0.48 Table 28.4-1, Surface 3 Wall External Pressure Coefficient, GCpf -0.43 Table 28.4-1, Surface 4 Structure Pressure Summary (Add Internal Pressure qzGCpi or qhGCpi as Necessary) (Normal to Roof Slope) Windward Leeward Total*0.6 Windward Leeward Total*0.6 Uplift Gcp Pnet*0.6 -8.6 psf 11.1 psf -8.6 psf 0.0 psf -2.2 psf -8.6 psf 11.1 psf -8.6 psf 0.0 psf -2.2 psf -8.6 psf 11.1 psf -8.6 psf 0.0 psf -2.2 psf -8.6 psf 11.1 psf -8.6 psf 0.0 psf -2.2 psf -9.3 psf 12.1 psf -9.3 psf 0.0 psf -2.4 psf -9.9 psf 12.9 psf -9.9 psf 0.0 psf -2.5 psf -10.4 psf 13.5 psf -10.4 psf 0.0 psf -2.7 psf Structure Pressure Summary (Add Internal Pressure qzGCpi or qhGCpi as Necessary) (Normal to Gable or Parapet) Parapets Windward Leeward Total*0.6 Windward Leeward Total*0.6 Uplift Gcp Pnet*0.6 Pnet*0.6 -6.6 psf 8.8 psf -8.6 psf 0.0 psf -2.2 psf 21.1 psf -6.6 psf 8.8 psf -8.6 psf 0.0 psf -2.2 psf 21.1 psf -6.6 psf 8.8 psf -8.6 psf 0.0 psf -2.2 psf 21.1 psf -6.6 psf 8.8 psf -8.6 psf 0.0 psf -2.2 psf 21.1 psf -7.2 psf 9.6 psf -9.3 psf 0.0 psf -2.4 psf 22.9 psf -7.6 psf 10.2 psf -9.9 psf 0.0 psf -2.5 psf 24.4 psf -8.0 psf 10.7 psf -10.4 psf 0.0 psf -2.7 psf 25.6 psf Del Taco - Santa Ana Positive means no uplift Negative can be ignored C&C WallsRoofs C&C WallsRoofs 2/12/2024 MWFRS Wind Loads ASCE 7-16 Enclosed & Partially Enclosed Low Rise Buildings (Chapter 28, Part 1) Enclosed Height, z K z q z Walls q zKzHeight, z Page 1 of 1 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 STRUCTURAL CALCULATIONS LATERAL ASSUMPTIONS: WIND DESIGN (See Printout) Basic Wind Speed:≔W 96 mph ≔Pw 11.1 psf ≔Pparapet =⋅Pw ⎛⎝+1 1.5⎞⎠27.75 psf Exposure C ≔Pwind25 27.75 psf Wind Pressure:≔PW Pwind25 First Floor Wall Height:≔PLHT 12.5 Parapet Height:≔ParaHT 5 Tower Height:≔Paratower 9 Roof Wall Pressure:≔Wroof =⋅Pwind25 ――――― ⎛⎝+PLHT ParaHT⎞⎠ 2 ⋅2 PLHT 340 plf SEISMIC DESIGN Risk Category:II Site Class:D Response Modiﬁcaon Coeﬃcient:≔R 6.5 ASD Load Cases Used (Worse Cases) (ASCE7-16 2.4 & 2.45)Seismic Design Value:≔SDS 1.19 Redundancy:≔ρ 1.3 1. DL 2. DL + LL 3. DL+ 0.6W (Wind) 4. DL+0.7Eh (Seismic) Seismic Response Coeﬃcient:≔CS =――SDS R 0.183 Design Base Shear:≔Vbs =⋅0.7 CS ρ 0.167 ≔Ev =−0.6 ⋅⋅0.7 0.2 SDS 0.43 BASE SHEAR ≔wallext 10 psf ≔DL DLrooﬄat ≔LL LLrooﬄat ≔TL +DL LL ≔wallint 5 psf ≔ws =+DLrooﬄat wallext wallint 31 psf ≔VB =⋅Vbs ws 5.16 psf Lateral & Overturning Analysis (New wall line at overhang, exisng wall not to be modiﬁed) Line 1 ≔V1EQ ⋅VB ⎛ ⎝ ⎛ ⎝⋅43 ――5 2 ⎞ ⎠ ⎞ ⎠ =V1EQ 555.19 lbf ≔P1W ⋅Pwind25 ⎛ ⎝⋅ ⎛ ⎝ PLHT 2 ⎞ ⎠ ⎛ ⎝ 5 2 ⎞ ⎠ ⎞ ⎠=P1W 433.59 lbf ≔F1 max ⎛⎝,V1EQ P1W⎞⎠ =F1 555.19 lbf Wall Length ≔L11 12.8 ≔L12 0 ≔M1OT ―――⋅F1 PLHT 2 =M1OT 3469.97 ⋅lbf cont. on next page... San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 STRUCTURAL CALCULATIONS ≔M1RES ⋅Ev ――――――――――――― ⋅⎛ ⎝+⎛ ⎝DL ――5 2 ⎞ ⎠16 psf ⎛⎝+PLHT ParaHT⎞⎠ ⎞ ⎠L11⎞⎠2 2 =M1RES 11361.32 ⋅lbf ≔UPLIFT1 ――――−M1OT M1RES L11 =UPLIFT1 −616.51 lbf ≔V1S ――F1 L11 =V1S 43.37 ―lbf Use 3/8" min. ply w/ 8d @ 6" o.c. (B.N. & E.N.) Check new tower wind load against MWFRS (parapet heights to match exisng mansard height therefore no new wind loads are present in these areas. ≔Pwexisng =⋅Pwind25 ⎛ ⎝ ⋅+PLHT ParaHT⎞⎠ 2 ⋅2 PLHT 55 ⎞ ⎠ 18696.56 lbf ≔Pwnew =⋅Pwind25 ⎛ ⎝ + ⎛ ⎝ ⋅+PLHT ParaHT⎞⎠ 2 ⋅2 PLHT 45 ⎞ ⎠ ⎛ ⎝ ⋅ ⎛ ⎝ ⎛ ⎝ +PLHT Paratower⎞⎠ 2 ⋅2 PLHT ⎞ ⎠ ⎞ ⎠ 10 ⎞ ⎠ ⎞ ⎠ 20428.16 lbf ≔Percentincrease =⋅ ⎛ ⎝ −Pwnew Pwexisng ⎞⎠ Pwnew ⎞ ⎠ 100 8.48 % New tower loads are less an increase of 8.48% (less than 10%), therefore no retroﬁt to the MWFRS is required. Exisng lateral condions are adequate. Parapet Analysis ≔pwind 27.75 psf ≔M =―――――――⋅⋅pwind 1.33 ⎛⎝5 ⎞⎠ 2 2 461.34 ⋅lbf ≔Sxreq =――――M ⋅.6 33000 psi 0.28 in 3 Parapet Studs -362S162-33 @ 16" o.c. ≔Connecon =⋅⋅pwind 1.33 ――――― ――――⎛⎝+5 5 ⎞⎠ 2 ⋅2 5 cos ⎛⎝45 °⎞⎠521.95 lbf Tension/compression & pullout load at brace ≔Areqbrace =――――⋅Connecon 2 33000 psi 0.03 in 2 Braces -362S162-33 @ 32" o.c. -2-#10 ea. end of brace 3-#8 x 3" ea. blk & joist (typ.) San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 STRUCTURAL CALCULATIONS Gravity Analysis Hallway Framed Wall Headers (Worst Case) ≔LB1 15 ≔wB1 =⎛ ⎝⋅TL ――4 2 ⎞ ⎠72 plf ≔vB1 =⋅wB1 ―LB1 2 540 lbf ≔MB1 =⋅wB1 ――LB1 2 8 2025 ⋅lbf ≔Sx1req =――――MB1 ⎛⎝⋅Fb4x 1.25⎞⎠ 21.6 in 3 ≔IB1req =―――――――― ⎛⎝⋅⋅⋅5 wB1 LB1 4 1728⎞⎠ ⋅⎛ ⎝384 E4x ⎛ ⎝LB1 ――12 240 ⎞ ⎠ ⎞ ⎠12 2 68.34 in 4 (N) 4x12 Foundaon Analysis (worse case) ≔wframing =⋅⎛ ⎝+⎛ ⎝⋅TL ――33 2 ⎞ ⎠⋅DLwallext PLHT⎞⎠ ⎞ ⎠1 794 lbf ≔wconc =⋅⋅⋅150 pcf 1.5 1 1 225 lbf ≔wfoong =+wframing wconc 1019 lbf 12" wide min. x 18" deep foong w/ 2 -#4 top & boom minimum (unless stated by soils report) ≔Afoong =―――wfoong qb 0.68 2 ≔bfoong =‾‾‾‾‾Afoong 9.89 in San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 STOREFRONT ANALYSIS BASED ON DETAIL A603. 2 GLAZED OPENINGS +/- 15' LENGTH. BASED ON STANDARD ALUMINUM CENTER STYLE JAMB CONDITION. WOOD HEADERS AT EACH OPENING HAVE BEEN SIZED ACCORDINGLY PER PLAN. 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 STRUCTURAL CALCULATIONS LATERAL ASSUMPTIONS: Anchor Design for Walkin Cooler SEISMIC DESIGN Risk Category:II Site Class:D Seismic Design Value:≔SDS 1.067 Importance Factor:≔Ip 1.0 Wall Weight:≔Wp 16 psf Wall Height:≔h 9 ≔l 10 ≔w 9 Anchor Spacing:≔Sa 11.5 in Wall Force:≔Vmax =――――― ⎛ ⎝5 psf w ―l 2 ⎞ ⎠ w 25 ―lbf Out of Plane Wall Force:≔Fp =⋅⋅⋅0.4 SDS Ip Wp 6.829 psf Anchor Force:=⋅⋅Fp Sa ―h 2 29.45 lbf Upli at End Wall:≔Fup =―――― ⋅⎛ ⎝Fp ―h 2 l ⎞ ⎠h w 307.3 lbf Cooler Length: Cooler Width: -Use 1/4" dia. TAPCON screw anchor w/ 1.25" min. embed @ 11.5" on center (typ). San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 ONS 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 ! ! "#$ !%% "&'()' *+,-.,/ 0#')1 23,4567839:,5;7*5,6 <=7>33,+;?@;++A+;BC DEFF& ! ! % GHIJ GHIJ KF$&LMFN O//5PQR+=/ 4SB O44;3T+97U45=7>Q5;/BC49V W 7 XOY> !C49V W 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 BOARD OF BUILDING AND SAFETY COMMISSIONERS ____ VAN AMBATIELOS PRESIDENT JAVIER NUNEZ VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN ELVIN W. MOON ____ CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 90012 ____ OSAMA YOUNAN, P.E. GENERAL MANAGER SUPERINTENDENT OF BUILDING JOHN WEIGHT EXECUTIVE OFFICER ____ RR 24808 Page 1 of 3 LADBS G-5 (Rev.02/20/2014) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER Welbilt RESEARCH REPORT: RR 24808 (Kolpak and Hardford Brands) (CSI # 13030) 2915 Tennesee Avenue N Parsons, TN 38363 Expires: January 1, 2023 Issued Date: April 01, 2021 Attn: Tony Moffett Code: 2020 LABC (731) 847-5629 GENERAL APPROVAL –Renewal - Kolpak Modular Walk-In Cooler/Freezers. DETAILS Kolpak prefabricated wall and ceiling panels consist of a 4-inch-thick minimum 2-part spray-in polyurethane foam core with 26 gage (0.019”) aluminum coated galvanized steel, 16-22 gage galvanized steel (uncoated or galvanealed), or 0.040” aluminum skin. Part A of the polyurethane foam is Voracor CE 108 Isocyanate by DOW, part B is Voracor CD 2101 by DOW. The average in-place density of the foam is 2.22 pounds per cubic foot. Max panel width is 46 inches. The Panels are fastened together by use of Posi-Loc fastening devices along the edges. Flame spread index and smoke developed index ratings are less than 75 and 450 respectively for the core material. Surface burning characteristics of the finished building unit do not exceed 25 for flame spread index and 450 for smoke developed index. Flash ignition and self-ignition temperatures exceed the minimum required temperatures of 600°F and 800°F, respectively. Kolpak freestanding walk-in coolers and freezers constructed of panels described above are approved with the following requirements: 1. The coolers and freezers may be installed in the interior of buildings and outdoors. 2. Height of units shall not exceed 20 feet. 3. An approved fire-retardant roof covering (class “A” or “B”) consistent with ASTM E108 shall be installed over the panels when used as an outdoor roof panel. 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 Kolpak RE: Kolpak Modular Walk-In Cooler/Freezer RR 24808 Page 2 of 3 4. The panels shall be considered combustible and may be installed only in areas where combustible materials are permitted by the Code. 5. Complete design calculations, including the panel connections to the foundation or building substrate, shall be submitted to the Structural Plan Check Section for each project. Plans and calculations shall bear the stamp and signature of a licensed civil or structural engineer or architect. 6. Refer to attached tables for allowable panel loads. No increase in allowable stress is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 7. Where the aggregate enclosed area of the cooler and/or freezer exceeds 400 square feet, one of the two following conditions shall be met: a. A thermal barrier of shall be installed to separate the foam plastic from the interior of the building per Section 2306.4 of the Los Angeles Building Code. b. The cooler/freezer shall be protected by an automatic sprinkler system in accordance with Section 903.3.1.1 of the Los Angeles Building Code. Furthermore, where the unit is within a building, both the cooler/freezer and that part of the building in which it is located shall be sprinklered. 8. Panels fabrication shall follow regulations and only be fabricated by a Type I licensed shop that is approved by the Los Angeles Building Department. Type II fabricators are required when piping or other utilities are in the walls or ceilings. Shops not licensed by the Los Angeles City Building Department will invalidate this approval. DISCUSSION The report is in compliance with the 2020 City of Los Angeles Building Code. The approval is based on the foam plastic insulation requirements of Section 2603 and structural tests and analysis. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 Kolpak RE: Kolpak Modular Walk-In Cooler/Freezer RR 24808 Page 3 of 3 This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used. ____________________________________ QUAN NGHIEM, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone- 213-202-9812 Fax- 213-202-9943 QN RR24808 TLB2100051 R04/01/2021 2603 Attachment: Certified Panel Span Tables (2 pages) 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 KOLPRK PLANNORTH A Welbilt Brand • SPAN CHART • Allowable Applied Load fpsQ Length Standard Core Super Era OS 4 in 5 in*6 in 4 in 4 in 6 in U180 U240 L/180 U240 U180 1/240 U240 (+)L/240 (•)L/240 (+)L/240 (-)U240 (+)L/240 (-) 5'135 104 175 135 214 165 191 195 398 405 388 396 5'-6'120 94 153 120 187 147 172 170 356 363 368 376 6'106 84 134 107 163 130 155 149 318 326 349 357 6'-6'93 76 118 96 142 115 140 130 285 293 331 339 T 83 68 103 85 123 102 126 114 255 263 314 322 r-6'73 62 90 76 108 91 114 99 228 236 297 306 8'65 55 79 68 94 81 103 87 204 212 282 291 CO m 57 50 69 61 82 72 93 76 182 191 268 276 9'50 45 61 54 71 64 84 66 163 171 254 262 9'-6'45 41 53 48 62 56 75 58 146 154 241 249 10'39 37 47 43 54 50 68 51 130 138 228 236 10"-6"35 33 41 39 47 44 61 44 117 124 216 225 11'31 30 36 35 41 39 55 39 104 111 205 213 11'-6"27 27 31 31 36 35 50 34 93 100 195 203 12'24 24 28 28 31 31 45 29 83 90 185 192 12'-6"22 22 25 25 28 28 41 27 77 82 172 181 13'21 21 23 23 26 26 37 25 71 76 160 170 13'-6"19 19 21 21 23 23 34 23 65 70 149 159 14'18 18 19 19 21 21 31 21 60 64 138 148 14'-6"16 16 18 18 19 19 28 20 55 59 129 139 15'15 15 16 16 17 17 25 18 51 55 119 129 IS'-e"14 14 15 15 16 16 23 17 47 51 111 121 16'13 13 13 13 14 14 21 16 43 47 103 113 16'-6-12 12 12 12 13 13 19 15 40 43 96 106 17 11 11 11 11 12 12 17 14 37 40 89 99 17-6"10 10 10 10 11 11 16 13 34 37 83 92 18'9 9 9 9 9 9 14 12 31 34 77 86 18'-6"8 8 9 9 9 9 13 11 29 31 72 81 19'8 8 8 8 8 8 12 10 26 29 67 75 19'-6"7 7 7 7 7 7 11 9 24 26 62 71 20'7 7 7 7 6 6 9 9 22 24 58 66 Self Weight:2.5 psf 2,75 psf 3 psf 4.2 psf 6.4 psf 8 psf V/near interpolatd values Does not meet minimum outdoor L, =20 psf Does not meet minimum indoor L, = 10psf DAVID M FULTON C89429 ..CIVIL-B^lNEeR' m Standard Core: Unreinforced indoor/outdoor panel Super Hat channel reinforced panel w/ 20 6a exterior skin Era OS: High capacity reinforced panel w/ 20 Ga exterior skin Notes: P^nel capacities shown are based on the maximum permisable loading normal to the panel span direclioir^^WS' to achieve the specified deflection criteria or the allowable stress load (applied FOS = 3) whichever was more stringent. (NTA test report KLPK091719-108 05/22/2020) Panel self weight may be added to the listed positive load capacity when designing wall configurations. Specifier shall check combined stress of transverse and axial __ rransgppned Axialgppnea < ^ g loads on wall panel using the following equation: combined - rransm,owadie A*«a'aiit)wabie" LARR 24808 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 »>► KOLPPK A Welbilt Brand PLANNORTH t K t . - IN-PLANE SHEAR CAPACITY h/L Allowable Load 2 93 pif 4 43 pif 4"170 pif 'b ■ 14 Ga base angle fastened directly to panel using #14 screws @3 in o.c. PANEL AXIAL CAPACirr Skin Type 4 in. Panel Thickness 5 in.6fn. Ga/Ga 593 pif 485 pif 376 pif Al/AI 414 pif 338 pif 263 pif Ga/Al 477 pif 390 pif 302 pif 'Panels height nof te exceed 20 ft. PANEL CAMLOCK CAPACITY Loading Mode Max Allowable Load IN-PLANE SHEAR 176.3 lb TENSION 203.3 lb OUT-OF-PLANE SHEAR 131.7 lb OUT-OF-PLANE SHEAR"171.1 lb 'b - includes racking dip in camlock houdng DAVID M FULTON C89429 ^WIL-EN®NBErR LARR 24808 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 STRUCTURAL CALCULATIONS LATERAL ASSUMPTIONS: Anchor Design for Walkin Cooler SEISMIC DESIGN Risk Category:II Site Class:D Seismic Design Value:≔SDS 1.067 Importance Factor:≔Ip 1.0 Wall Weight:≔Wp 16 psf Wall Height:≔h 9 ≔l 10 ≔w 9 Anchor Spacing:≔Sa 11.5 in Wall Force:≔Vmax =――――― ⎛ ⎝5 psf w ―l 2 ⎞ ⎠ w 25 ―lbf Out of Plane Wall Force:≔Fp =⋅⋅⋅0.4 SDS Ip Wp 6.829 psf Anchor Force:=⋅⋅Fp Sa ―h 2 29.45 lbf Upli at End Wall:≔Fup =―――― ⋅⎛ ⎝Fp ―h 2 l ⎞ ⎠h w 307.3 lbf Cooler Length: Cooler Width: -Use 1/4" dia. TAPCON screw anchor w/ 1.25" min. embed @ 11.5" on center (typ). San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 ONS 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 ! ! "#$ !%% "&'()' *+,-.,/ 0#')1 23,4567839:,5;7*5,6 <=7>33,+;?@;++A+;BC DEFF& ! ! % GHIJ GHIJ KF$&LMFN O//5PQR+=/ 4SB O44;3T+97U45=7>Q5;/BC49V W 7 XOY> !C49V W 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 BOARD OF BUILDING AND SAFETY COMMISSIONERS ____ VAN AMBATIELOS PRESIDENT JAVIER NUNEZ VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN ELVIN W. MOON ____ CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 90012 ____ OSAMA YOUNAN, P.E. GENERAL MANAGER SUPERINTENDENT OF BUILDING JOHN WEIGHT EXECUTIVE OFFICER ____ RR 24808 Page 1 of 3 LADBS G-5 (Rev.02/20/2014) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER Welbilt RESEARCH REPORT: RR 24808 (Kolpak and Hardford Brands) (CSI # 13030) 2915 Tennesee Avenue N Parsons, TN 38363 Expires: January 1, 2023 Issued Date: April 01, 2021 Attn: Tony Moffett Code: 2020 LABC (731) 847-5629 GENERAL APPROVAL –Renewal - Kolpak Modular Walk-In Cooler/Freezers. DETAILS Kolpak prefabricated wall and ceiling panels consist of a 4-inch-thick minimum 2-part spray-in polyurethane foam core with 26 gage (0.019”) aluminum coated galvanized steel, 16-22 gage galvanized steel (uncoated or galvanealed), or 0.040” aluminum skin. Part A of the polyurethane foam is Voracor CE 108 Isocyanate by DOW, part B is Voracor CD 2101 by DOW. The average in-place density of the foam is 2.22 pounds per cubic foot. Max panel width is 46 inches. The Panels are fastened together by use of Posi-Loc fastening devices along the edges. Flame spread index and smoke developed index ratings are less than 75 and 450 respectively for the core material. Surface burning characteristics of the finished building unit do not exceed 25 for flame spread index and 450 for smoke developed index. Flash ignition and self-ignition temperatures exceed the minimum required temperatures of 600°F and 800°F, respectively. Kolpak freestanding walk-in coolers and freezers constructed of panels described above are approved with the following requirements: 1. The coolers and freezers may be installed in the interior of buildings and outdoors. 2. Height of units shall not exceed 20 feet. 3. An approved fire-retardant roof covering (class “A” or “B”) consistent with ASTM E108 shall be installed over the panels when used as an outdoor roof panel. 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 Kolpak RE: Kolpak Modular Walk-In Cooler/Freezer RR 24808 Page 2 of 3 4. The panels shall be considered combustible and may be installed only in areas where combustible materials are permitted by the Code. 5. Complete design calculations, including the panel connections to the foundation or building substrate, shall be submitted to the Structural Plan Check Section for each project. Plans and calculations shall bear the stamp and signature of a licensed civil or structural engineer or architect. 6. Refer to attached tables for allowable panel loads. No increase in allowable stress is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 7. Where the aggregate enclosed area of the cooler and/or freezer exceeds 400 square feet, one of the two following conditions shall be met: a. A thermal barrier of shall be installed to separate the foam plastic from the interior of the building per Section 2306.4 of the Los Angeles Building Code. b. The cooler/freezer shall be protected by an automatic sprinkler system in accordance with Section 903.3.1.1 of the Los Angeles Building Code. Furthermore, where the unit is within a building, both the cooler/freezer and that part of the building in which it is located shall be sprinklered. 8. Panels fabrication shall follow regulations and only be fabricated by a Type I licensed shop that is approved by the Los Angeles Building Department. Type II fabricators are required when piping or other utilities are in the walls or ceilings. Shops not licensed by the Los Angeles City Building Department will invalidate this approval. DISCUSSION The report is in compliance with the 2020 City of Los Angeles Building Code. The approval is based on the foam plastic insulation requirements of Section 2603 and structural tests and analysis. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 Kolpak RE: Kolpak Modular Walk-In Cooler/Freezer RR 24808 Page 3 of 3 This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used. ____________________________________ QUAN NGHIEM, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone- 213-202-9812 Fax- 213-202-9943 QN RR24808 TLB2100051 R04/01/2021 2603 Attachment: Certified Panel Span Tables (2 pages) 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 KOLPRK PLANNORTH A Welbilt Brand • SPAN CHART • Allowable Applied Load fpsQ Length Standard Core Super Era OS 4 in 5 in*6 in 4 in 4 in 6 in U180 U240 L/180 U240 U180 1/240 U240 (+)L/240 (•)L/240 (+)L/240 (-)U240 (+)L/240 (-) 5'135 104 175 135 214 165 191 195 398 405 388 396 5'-6'120 94 153 120 187 147 172 170 356 363 368 376 6'106 84 134 107 163 130 155 149 318 326 349 357 6'-6'93 76 118 96 142 115 140 130 285 293 331 339 T 83 68 103 85 123 102 126 114 255 263 314 322 r-6'73 62 90 76 108 91 114 99 228 236 297 306 8'65 55 79 68 94 81 103 87 204 212 282 291 CO m 57 50 69 61 82 72 93 76 182 191 268 276 9'50 45 61 54 71 64 84 66 163 171 254 262 9'-6'45 41 53 48 62 56 75 58 146 154 241 249 10'39 37 47 43 54 50 68 51 130 138 228 236 10"-6"35 33 41 39 47 44 61 44 117 124 216 225 11'31 30 36 35 41 39 55 39 104 111 205 213 11'-6"27 27 31 31 36 35 50 34 93 100 195 203 12'24 24 28 28 31 31 45 29 83 90 185 192 12'-6"22 22 25 25 28 28 41 27 77 82 172 181 13'21 21 23 23 26 26 37 25 71 76 160 170 13'-6"19 19 21 21 23 23 34 23 65 70 149 159 14'18 18 19 19 21 21 31 21 60 64 138 148 14'-6"16 16 18 18 19 19 28 20 55 59 129 139 15'15 15 16 16 17 17 25 18 51 55 119 129 IS'-e"14 14 15 15 16 16 23 17 47 51 111 121 16'13 13 13 13 14 14 21 16 43 47 103 113 16'-6-12 12 12 12 13 13 19 15 40 43 96 106 17 11 11 11 11 12 12 17 14 37 40 89 99 17-6"10 10 10 10 11 11 16 13 34 37 83 92 18'9 9 9 9 9 9 14 12 31 34 77 86 18'-6"8 8 9 9 9 9 13 11 29 31 72 81 19'8 8 8 8 8 8 12 10 26 29 67 75 19'-6"7 7 7 7 7 7 11 9 24 26 62 71 20'7 7 7 7 6 6 9 9 22 24 58 66 Self Weight:2.5 psf 2,75 psf 3 psf 4.2 psf 6.4 psf 8 psf V/near interpolatd values Does not meet minimum outdoor L, =20 psf Does not meet minimum indoor L, = 10psf DAVID M FULTON C89429 ..CIVIL-B^lNEeR' m Standard Core: Unreinforced indoor/outdoor panel Super Hat channel reinforced panel w/ 20 6a exterior skin Era OS: High capacity reinforced panel w/ 20 Ga exterior skin Notes: P^nel capacities shown are based on the maximum permisable loading normal to the panel span direclioir^^WS' to achieve the specified deflection criteria or the allowable stress load (applied FOS = 3) whichever was more stringent. (NTA test report KLPK091719-108 05/22/2020) Panel self weight may be added to the listed positive load capacity when designing wall configurations. Specifier shall check combined stress of transverse and axial __ rransgppned Axialgppnea < ^ g loads on wall panel using the following equation: combined - rransm,owadie A*«a'aiit)wabie" LARR 24808 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 »>► KOLPPK A Welbilt Brand PLANNORTH t K t . - IN-PLANE SHEAR CAPACITY h/L Allowable Load 2 93 pif 4 43 pif 4"170 pif 'b ■ 14 Ga base angle fastened directly to panel using #14 screws @3 in o.c. PANEL AXIAL CAPACirr Skin Type 4 in. Panel Thickness 5 in.6fn. Ga/Ga 593 pif 485 pif 376 pif Al/AI 414 pif 338 pif 263 pif Ga/Al 477 pif 390 pif 302 pif 'Panels height nof te exceed 20 ft. PANEL CAMLOCK CAPACITY Loading Mode Max Allowable Load IN-PLANE SHEAR 176.3 lb TENSION 203.3 lb OUT-OF-PLANE SHEAR 131.7 lb OUT-OF-PLANE SHEAR"171.1 lb 'b - includes racking dip in camlock houdng DAVID M FULTON C89429 ^WIL-EN®NBErR LARR 24808 2300 N Tustin Ave - 101117751-52 & 301467158/22/2024 PARAPET FRAMING @ MANSARD ARCH. FEATURE FRAMING @ MANSARD SECTION THROUGH HALLWAY BASE FLASHING TYPICAL CRICKET PARAPET FLASHING PARAPET WEEP SCREED A B NOT USED NOT USED NOT USED ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 T T 3 #3 X 3" SCREWS EACH BLK AND TOP CHORD OF TRUSS SEE 1/A21 SEE 1/A21 (N) 2X4 WD 2X4 WD LEDGER - 2 16D EACH STUD. 2X BLOCKING IN BETWEEN EACH STUD 16" O.C. 2X4 WD BRACING EVERY 48" - NAIL TO SIDE OF EXISTING STUDS - 16D MIN 2 PER STUD. (N) 5/8" GYP BOARD CEILING AT HALL A A CONTRACTOR SHALL INSTALL MST 16 STRAPS ON ROOF DECK AT NEW HALLWAY WALL FASTENED TO EACH TOP CHORD OF EXISTING TRUSS FOR LENGTH OF NEW WALL. (E) TRUSS FRAMING REVISION 2/05/25 2/05/25 FRAMING REVISION si si si psi EVERY 4'-0" (TRUSS SPACING) 2x4 B R A C I N G E V E R Y O T H E R T R U S S 2 - 1 6 D M I N E A E N D INFILL BLOCKING/BRACING Revision to #101117751 (issued on 2/22/24) REV 1 - #101122567 APPROVALS: PLNG - C. Santana BLDG - CSG 2300 N Tustin Ave - REV13/7/2025