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� STL. BEAM & COLUMN
<br />EER PLAN,
<br />FACE OF STUD WALL PER PLAN
<br />PLYWOOD, WHERE REQ'D PER
<br />STRUCTURAL
<br />�I
<br />1-HR OR 2-HR EXTERIOR WALL PER PLAN
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<br />1 - 2X BLOCKING TO MAINTAIN 2-HOUR RATING AT g
<br />1 HR FLOOR/ CEILING ASSEMBLY I DECK -TO -WALL TRANSITION, WHERE OCCURS
<br />AD-21 AD-21 �
<br />DEPRESSED LEVEL FRAMING W/ 2X CRICKETING TO 1 HR FLOOR/
<br />ACHIEVE SLOPE. CEILING ASSEMBLY c
<br />TO SHEATHING
<br />o
<br />TO STEEL AT 4TH FLR AMENITY
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<br />(FITNESS ONLY)
<br />TPL
<br />6x WOOD NAILER AT INTERIOR & 2X NAILER AT
<br />DHUTF TOP -MOUNT HANGER
<br />(INSTALL AFTER DRYWALL IS IN
<br />PLACE)
<br />STEEL BEAM - INDIVIDUALLY WRAPPED
<br />CANTILEVERED BEAM BEYOND (HATCHED)
<br />INDIVIDUALLY WRAPPED
<br />STEEL BEAM EXTERIOR WALL AND INTERIOR
<br />STL. BEAM & COLUMN
<br />1 AD�1 1 HR FLOOR/ CEILING ASSEMBLY
<br />-21
<br />TO SHEATHING
<br />0
<br />TO STEEL AT 4TH FLR AMENITY,
<br />(ONLY)
<br />STEEL BEAM @EXTERIOR WALL AND INTERIOR
<br />R DECK N
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<br />REFER TO STRUCTURAL FOR
<br />INFORMATION NOT SHOWN HERE
<br />SPACE (FITNESS) - 2HR 17
<br />FACE OF STUD WALL PER PLAN
<br />PLYWOOD, WHERE REQ'D PER
<br />STRUCTURAL
<br />1-HR OR 2-HR EXTERIOR WALL PER PLAN
<br />2X BLOCKING TO MAINTAIN 2-HOUR RATING AT
<br />1 HR FLOOR/
<br />CEILING ASSEMBLY
<br />CANTILEVERED BEAM BEYOND (HATCHED)
<br />INDIVIDUALLY WRAPPED
<br />REFER TO STRUCTURAL FOR
<br />INFORMATION NOT SHOWN HERE
<br />SPACE - 2HR
<br />NOTE: CONTRACTOR TO VERIFY FASTENING
<br />TECHNIQUES WITH UL ASSEMBLY
<br />GRABBER CLIPS BY JOHN
<br />WAGNER & ASSOCIATES, INC., W/
<br />NO.28 MSG GALV. STEEL
<br />SUPPORT ANGLE W/ 1-1/4" LEGS
<br />PLACED OVER CLIPS AND
<br />CONTINUOUS THE LENGTH OF
<br />COLUMN.
<br />STEEL TUBE COLUMN, PER
<br />STRUCTURAL
<br />5/8" TYPE X GYP. BOARD
<br />NO.28 MSG GALV. STEEL
<br />CORNER BEAD W/ 1%" LEGS
<br />BEAM WITHIN ASSEMBLY
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<br />DROP BEAM
<br />ALTERNATE DETAIL
<br />GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC
<br />14
<br />WOOD FRAMING PER
<br />STRUCTURAL
<br />1-HR RATED FLOOR
<br />CEILING ASSEMBLY
<br />TO SHEATHING
<br />J J 3X NAILER @ LEVEL 3
<br />J J 6X NAILER @ LEVEL 4
<br />TO STEEL
<br />GRABBER CLIPS, BY JOHN WAGNER
<br />& ASSOCIATES, INC., @ 24" O.C.
<br />BEAM PER STRUCTURAL
<br />2 LAYERS 5/8" TYPE C GYP. BOARD -
<br />1ST LAYER FASTENED W/ 1-1/4"
<br />LONG, 0.15 0 SCREWS SPACED 16"
<br />OC.
<br />2ND LAYER ATTACHED W/ 1-3/4"
<br />LONG, 0.15 0 SCREWS SPACED 8"
<br />OC.
<br />NO. 20 MSG GALV. STEEL ANGLE W/
<br />1-1/4" LEGS
<br />GRABBER CLIPS, BY JOHN WAGNER
<br />& ASSOCIATES, INC., @ 24" O.C.
<br />DHUTF TOP -MOUNT HANGER
<br />(INSTALL AFTER DRYWALL IS IN
<br />PLACE)
<br />REQUIRED:
<br />1-HOUR ASSEMBLY PER UL
<br />DESIGN NO. L524
<br />PROVIDED:
<br />1-HOUR ASSEMBLY PER 2-HOUR ASSEMBLY - ANSI/UL 263
<br />UL DESIGN NO. X528 UL DESIGN NO. N501
<br />REFER TO STRUCTURAL FOR NOTE: CONTRACTOR TO VERIFY FASTENING REFER TO STRUCTURAL FOR
<br />INFORMATION NOT SHOWN HERE TECHNIQUES WITH UL ASSEMBLY INFORMATION NOT SHOWN HERE
<br />2x4 STUDS @ 16" O.C. WHERE
<br />OCCURS
<br />BEAM - SEE STRUCT. DWG'S.
<br />2X JOIST, PER STRUCT. DWG'S.
<br />INDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS
<br />5/8" TYPE "X" GYP. BD. & FIRE TAPED 1-HR.
<br />DHUTF TOP -MOUNT HANGER (INSTALL AFTER
<br />DRYWALL IS IN PLACE)
<br />FIRE SEALANT
<br />(2) LAYERS 5/8" TYPE "X" GYP. BD.
<br />CEILING 0/ RESILIENT CHANNELS
<br />@ 16" O.C. @ GARAGE
<br />WALL/POST WHERE OCCURS
<br />2x JOIST, PER STRUCT. DWG'S.
<br />INSULATION MAY OCCUR
<br />INDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8"
<br />THK. TYPE "X" GYP. BD. & FIRE TAPED 1-HR.
<br />DHUTF TOP -MOUNT HANGER (INSTALL AFTER
<br />DRYWALL IS IN PLACE)
<br />NOTE:
<br />INDIVIDUALLY PROTECT BM. @ LOCATIONS
<br />WHERE BM. IS SUPPORTING MORE THAN
<br />(2) FLOORS OR (1) FLR. & A ROOF, PER CBC
<br />704.
<br />110
<br />- WOOD FRAMING PER STRUCTURAL
<br />1-HR RATED FLOOR 1
<br />CEILING ASSEMBLY AD 21
<br />TO SHEATHING
<br />J v J 3X NAILER @ LEVEL 3
<br />6X NAILER @ LEVEL 4
<br />TO STEEL
<br />BEAM PER STRUCTURAL
<br />2 LAYERS 1/2" PROPRIETARY TYPE X
<br />GYP. BOARD
<br />24 GA. 7/8" X 1-3/8" STEEL ANGLE
<br />SCREW ATTACHED TO STEEL JOISTS
<br />AT BEAM TOP FLANGE AND 25 GA.
<br />2-1/2" STEEL RUNNERS HOOKED
<br />OVER BEAM LOWER FLANGE AND
<br />SUPPORTING 1-5/8", 18MIL (25 GA.)
<br />STEEL STUDS 24" O.C.
<br />DHUTF TOP -MOUNT HANGER
<br />(INSTALL AFTER DRYWALL IS IN
<br />PLACE)
<br />1-HOUR ASSEMBLY PER
<br />UL DESIGN NO. L524
<br />REFER TO STRUCTURAL FOR
<br />INFORMATION NOT SHOWN HERE
<br />23 1 HR STEEL WIDE FLANGE COLUMN 1191 1 HR STEEL BEAM PROTECTION 11
<br />DER 5/8" TYPE'X' GYP. BD.
<br />ELLS
<br />HERS 1/2" TYPE'X' GYP. BD.
<br />ROUND COLUMN
<br />. TUBE COLUMN PER
<br />BTU RAL
<br />MSG GALV STEEL COVER
<br />NOTE: CONTRACTOR TO VERIFY
<br />FASTENING TECHNIQUES WITH UL
<br />ASSEMBLY
<br />1 HR STEEL TUBE COLUMN
<br />2x WALL FRAM'G.
<br />CONTINUE 2ND LAYER OF GYP.
<br />TO INSIDE CORNER OF ROOM
<br />(2) LAYERS 1/2" TYPE 'X' GYP. BD.
<br />STEEL TUBE COLUMN PER
<br />STRUCTURAL
<br />NO. 24 MSG GALV STEEL COVER
<br />(1) LAYER 5/8" TYPE 'X' GYP. BD.
<br />0/ (1) LAYER 1/2" TYPE'X' GYP.
<br />BD.
<br />2x WALL FRAM'G.
<br />2 -HOUR RATED WALL 5
<br />AD-22
<br />STEEL TUBE COLUMN PER
<br />STRUCTURAL
<br />NO. 24 MSG GALV STEEL COVER
<br />(3) LAYERS 1/2" TYPE'X' GYP. BD.
<br />WOOD FRAMING PER
<br />STRUCTURAL
<br />2-HR RATED FLOOR 3
<br />CEILING ASSEMBLY AD 21
<br />TO SHEATHING
<br />J v J 3X NAILER @ LEVEL 3
<br />J > 6X NAILER @ LEVEL 4
<br />1 1-HOUR FIRE RESISTIVE RATED FLOOR/CEILING PER DETAIL
<br />AD 21
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<br />FLUSH BEAM ENCASEMENT
<br />DROP BEAM ENCASEMENT
<br />1 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL
<br />JOISTS AT PARALLEL ORIENTATION
<br />WALL PER PLAN (WHERE OCCURS)
<br />WHERE BEAM IS FLUSH TO BOTTOM OF FLOOR OR ROOF SHEATHING,
<br />THE SHEATHING CREATES THE UPPER MEMBRANE OF PROTECTION
<br />ENCASEMENT, AND IS ALLOWED A REDUCED FIRE RESISTANCE RATING OF
<br />15 MINUTES PER C.B.C. SECTION 722.6.2(5)
<br />JOISTS AT PERPENDICULAR ORIENTATION
<br />BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS
<br />BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD
<br />FACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD
<br />PROTECTION ENCASEMENT ON ALL EXPOSED SIDES
<br />DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE)
<br />TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)
<br />CUMULATIVE TIME ASSIGNMENT OF BEAM ENCASEMENT PROTECTION
<br />JOISTS AT PARALLEL ORIENTATION
<br />WALL PER PLAN (WHERE OCCURS)
<br />END BLOCKING OF JOISTS AT PERPENDICULAR ORIENTATION
<br />PROTECTION ENCASEMENT ON ALL EXPOSED SIDES, INCLUDING CONNECTIONS
<br />TO OTHER STRUCTURAL MEMBERS. ACCEPTABLE TO INTERRUPT PROTECTION
<br />ENCASEMENT AT INTERSECTING WOOD FRAME MEMBERS ABOVE BEAM. WOOD
<br />MEMBERS TO PROVIDE MIN. 15 MINUTE FIRE RESISTANCE PER C.B.C. SECTION
<br />722.6.2(5) AND TABLE 722.6.2(1)
<br />BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD
<br />FACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD
<br />BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS
<br />AD 22 ADD ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF
<br />DETAILED WALL TYPE PER PLAN
<br />MAXIMUM 3-1/2" WOOD OR STEEL) COLUMN WHERE OCCURS PER
<br />STRUCTURAL D AWINGS
<br />TWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN
<br />EXPOSED TO WALL CAVITY
<br />TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)
<br />o0 N m CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTION
<br />AT WALL FACE SIDES OF COLUMN
<br />TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)
<br />o L CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALL
<br />N ? PER C.B.C. SECTION 722.6
<br />o to to
<br />4 40 4 40 N o TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)
<br />0 POV CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTION
<br />AT COLUMN FACES EXPOSED TO WALL CAVITY
<br />��2O TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)
<br />2-1/2 HOURS 3 HOURS k 2-1/2 HOURS
<br />EXTENTS OF SEPARATE WALL ASSEMBLIES WITH CUMULATIVE CALCULATED
<br />�
<br />FIRE RESISTANCE RATING OF WALL PER C.B.C. SECTION 722.6
<br />NOTES:
<br />1. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, PROVIDE
<br />ENCASEMENT BY ADDING FACE ONE (1) LAYER OF 1/2" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE OF WALL. ADD TWO (2) LAYERS OF 5/8" TYPE "X"
<br />GYPSUM WALLBOARD ON EACH SIDE OF COLUMN FACE EXPOSED TO CAVITY OF WALL.
<br />2. CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED IF THICKNESS OF ADDITIONAL
<br />GYPSUM WALLBOARD IS ADDED TO WALL. SEE PLANS.
<br />COLUMN PROTECTION OPTION "A"
<br />1 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL
<br />AD 22 GYPSUM WALLBOARD MEMBRANE OF 1-HOUR FIRE RESISTIVE RATED WALL
<br />PER DETAIL
<br />TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN
<br />(WOOD OR STEEL) BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR
<br />FIRE RESISTIVE RATED WALL
<br />THREE (3) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN
<br />EXPOSED TO WALL CAVITY
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<br />25i�125 25 _. ? 25 N rn
<br />20
<br />1 HOUR 12.83 HOURS 1 HOUR
<br />NOTES:
<br />1. SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION.
<br />2. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, SUBSTITUTE
<br />2x6 STUDS IN LIEU OF 2x4 STUDS TO PROVIDE ADEQUATE DIMENSION FOR TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD ENCASEMENT AROUND
<br />44 COLUMN, BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR FIRE RESISTIVE RATED WALL GYPSUM WALLBOARD MEMBRANE.
<br />3. CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED DUE TO INCREASE IN THICKNESS
<br />OF 2x6 STUD WALL. SEE PLANS.
<br />COLUMN PROTECTION OPTION "B"
<br />1 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL
<br />AD 22 COAT ALL AND ENTIRE FACES OF COLUMN WITH INTUMESCENT COATING
<br />PER COATING MFGR'S REQUIREMENTS
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<br />TO STEEL
<br />25 20 25
<br />GRABBER CLIPS, BY JOHN WAGNER
<br />1.83
<br />& ASSOCIATES, INC., @ 24" O.C.
<br />1 HOUR HOURS 1 HOUR
<br />BEAM PER STRUCTURAL
<br />INCLUDE 20 MIN.
<br />2 LAYERS 5/8" TYPE C GYP. BOARD :
<br />SIDE OF COLUMN
<br />FOR INTUMESCENT COATING
<br />1ST LAYER FASTENED W/ 1-1/4" LONG,
<br />0.15 0 SCREWS SPACED 16" OC.
<br />NOTES:
<br />2ND LAYER ATTACHED W/ 1-3/4"
<br />1. SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION.
<br />LONG, 0.15 0 SCREWS SPACED 8"
<br />2. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, COAT 44 COLUMN
<br />OC.
<br />WITH INTUMESCENT COATING TO PROVIDE A MINIMUM 20 MINUTES FIRE RESISTIVE RATED PROTECTION. PROVIDE ONE (1) LAYER 5/8" TYPE "X" GYPSUM
<br />WALLBOARD EACH SIDE OF 44 COLUMN FACE EXPOSED TO CAVITY OF WALL.
<br />3. INTUMESCENT COATING: 40 MILS (MIN.) ALBI CLAD "FP"
<br />NO. 20 MSG GALV. STEEL ANGLE W/
<br />TEST DATA: WESTERN FIRE CENTER, INC. WFCi PN# 04042A
<br />1-1/4" LEGS
<br />FIRE RESISTANCE RATING: 60 MINUTES (FOR PURPOSES OF THIS DETAIL, ONLY 20 MINUTES OF FIRE RESISTANCE VALUE IS CONSIDERED)
<br />GRABBER CLIPS, BY JOHN WAGNER
<br />&ASSOCIATES, INC.,@24"o.c.
<br />COLUMN PROTECTION OPTION "C"
<br />DHUTF TOP -MOUNT HANGER
<br />(INSTALL AFTER DRYWALL IS IN
<br />GENERAL NOTES:
<br />PLACE)
<br />1. PER C.B.C. SECTION 704, STRUCTURAL MEMBERS AND ASSEMBLIES ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE RATINGS
<br />SUPPORTED BY THE STRUCTURAL MEMBERS.
<br />2. THE DETAILS AND CONDITIONS ILLUSTRATED ABOVE PROVIDE OPTIONS FOR MINIMUM 1-HOUR FIRE RESISTANCE RATED PROTECTION OF STRUCTURAL
<br />MEMBERS.
<br />2-HOUR ASSEMBLY -
<br />UL DESIGN NO. N501
<br />3. GENERAL CONTRACTOR TO IDENTIFY STRUCTURAL MEMBERS REQUIRING FIRE RESISTANCE RATED PROTECTION AND EITHER SELECT AN OPTION FROM
<br />ABOVE, OR SUBMIT ALTERNATIVE DETAILS FOR ARCHITECT'S REVIEW, TO PROVIDE REQUIRED PROTECTION.
<br />ALTERNATE DETAIL
<br />2 HOUR ASSEMBLY GRABBER CLIPS, BY JOHN 4. WHERE PROTECTION OF STRUCTURAL MEMBER REQUIRES INCREASING DIMENSION OF FINISH WALL ASSEMBLY FROM THAT DESCRIBED ELSEWHERE,
<br />1-HOUR ASSEMBLY PER U.L. GENERAL CONTRACTOR TO CONFIRM REDUCED ROOM SIZE ACCOMMODATES ALL FIXTURES AND FINISHES AND PROVIDES ALL REQUIRED ACCESSIBILITY
<br />GA FILE NO. CM 2801 WAGNER & ASSOCIATES, INC CLEARANCES AS SHOWN ON PLANS. NOTIFY ARCHITECT IMMEDIATELY IF FINISH ROOM DIMENSIONS ARE MODIFIED.
<br />DESIGN NO. X526 U.L. DESIGN NO. X526 5. FIRE RESISTANCE RATINGS OF ENCASEMENT PROTECTION ILLUSTRATED ABOVE ARE DETERMINED BY CALCULATIONS IN ACCORDANCE WITH C.B.C.
<br />REFER TO STRUCTURAL FOR SECTION 722 (C.B.C. SECTION 703.3, PROCEDURE #3.
<br />REFER TO STRUCTURAL FOR NOTE: CONTRACTOR TO VERIFY REFER TO STRUCTURAL FOR NOTE: CONTRACTOR TO VERIFY FASTENING INFORMATION NOT SHOWN HERE 6. DETAILS ILLUSTRATE WOOD STRUCTURAL COLUMNS AND BEAMS. WHERE STEEL STRUCTURAL COLUMNS AND BEAMS OCCUR, USE SAME PROTECTION
<br />INFORMATION NOT SHOWN HERE
<br />FASTENING TECHNIQUES WITH UL INFORMATION NOT SHOWN HERE TECHNIQUES WITH UL ASSEMBLY REQUIREMENTS UNLESS NOTED OTHERWISE IN DRAWINGS
<br />ASSEMBLY
<br />120 2 HR STEEL TUBE COLUMN 116 2 HR STEEL BEAM PROTECTION
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<br />RESISTANCE PROTECTION
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<br />Architecture +Planning
<br />17911 Von Karman Ave.
<br />Suite 200
<br />Irvine, CA 92614
<br />ktgy.com
<br />949.851.2133
<br />KTGY Project No: 2017-0934
<br />Project Contact: Debbie Holland
<br />Email: dholland@ktgy.com
<br />Principal: Wil Wong
<br />Project Designer: D. Schoolmeester
<br />Project Director: Debbie Holland
<br />Developer
<br />E D OAK.
<br />INVLS'1'MHN'1'S
<br />4199 CAMPUS DRIVE
<br />I RVI N E, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />It is the clients responsibility prior to or during construction to notify the architect in writing
<br />of any perceived errors or omissions in the plans and specifications of which a contractor
<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
<br />with the work. The client will be responsible for any defects in construction if these
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<br />procedures are not followed.
<br />ARCy/T
<br />ILL
<br />G��SED
<br />N
<br />No. C29795
<br />RENEWAL DATE
<br />AUGUST 31, 2023
<br />1
<br />of
<br />License Stamp
<br />o
<br />FIRE -RATED PRIMARY
<br />STRUCTURAL FRAME
<br />DETAILS
<br />BUILDING
<br /># AD-28
<br />COPYRIGHT n
<br />
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