|
Fire Rated Assemblies General Notes I Plan Notes
<br /> Ih�
<br /> w1 &Iw21 2x4 or 2x6 interior wood wall(Non-bearing) 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF B. TO OUTSIDE FACE OF CONCRETE WALLS AND TO THE 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
<br /> THE 2018 EDITION OF THE WASHINGTON STATE BUILDING EXTERIOR FACE OF STUD WALLS UNLESS OTHERWISE SCALED DIMENSIONS.
<br /> W1 2z 4 INTERIOR WOOD WALL(NON-BRG) CODE AND LOCAL ORDINANCES.ALL WORK SHALL ALSO NOTED. STATE OF W0.5HINGTON
<br /> 2 x 4 wood studs 24"o.c.with single top and bottom plates with 5/8"gypsum board each CONFORM WITH FOLLOWING CODES: 2. ALL BATHROOMS PLUMBING WALLS TO BE 2X6
<br /> Side ,-- ,-, ,, - -, -,, 20. CARRYALL FOOTINGS TO A MINIMUM DEPTH OF 18'. CONSTRUCTION(UNLESS NOTED OTHERWISE.)
<br /> 2. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER BELOW FINISH GRADE AND/OR TO SOLID BEARING. 3. ALL GARAGES ARE UNHEATED SPACE.
<br /> APPLICABLE STATE OR LOCAL ORDINANCES.IN THE
<br /> EVENT OF A CONFLICT THE MORE STRINGENT 21. WATER TEMPERATURE IN HANDICAPPED UNITS SHALL BE
<br /> W2 2z 6 INTERIOR WOOD WALL(NON-BRG) �I\/I REQUIREMENT SHALL APPLY. LIMITED TO 120 DEGREES FAHRENHEIT PER WASHINGTON 4. FOR LIGHT FIXTURE TYPES AND LOCATIONS SEE
<br /> 2 x 6 wood studs 24"o.c.with single lop and bottom plates with 5/8"gypsum board each I f I ELECTRICAL AND MECHANICAL PLANS,UNDER
<br /> BARRIER FREE CODE. SEPARATE PERMIT. TUB
<br /> side V\VI_ _ 3. THE CONTRACTOR SHALL FURNISH ALL LABOR, ARCHITECTS
<br /> MATERIALS,EQUIPMENT,SERVICES AND 22. ALL INTERIOR GYPSUM WALLBOARD SHALL BE TYPE"X". 5. ALL VENTS TO EXTERIOR.
<br /> TRANSPORTATION TO COMPLETE THE WORK DESCRIBED THICKNESS AS CALLED OUT ON THE DRAWINGS.SEE
<br /> w3l&lw4l 2x4 or 2x6 interior wood fire wall(bearing) 1 HOUR FIRE IN THE CONTRACT DOCUMENTS. WALL SECTIONS FOR LOCATION OF 5/8"TYPE"X"VS.Y" 6. ALL BEDROOMS TO HAVE EGRESS WINDOWS PER IBC 21620 84th Ave.S.
<br /> GA FILE NO.WP 3514 4. THE OWNER SHALL PAY FOR THE GENERAL BUILDING GWB THROUGHOUT PROJECT. SECTION 1030 Ste.200
<br /> PERMIT.ALL OTHER RELATED PERMITS REQUIRED TO 23. EACH DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE 7. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM Kent,WA 98032
<br /> EXECUTE THE WORK SHALL BE THE RESPONSIBILITY OF ALARMS DETECTORS CONFORMING TO IBC-2018, INSIDE WITHOUT USE OF KEYS.
<br /> GYPSUM WALLBOARD,WOOD STUDS (DETECTORS)
<br /> THE CONTRACTOR. SECTION 907.2.11.1
<br /> One layer 5l8"type X gypsum wallboard or gypsum veneer base applied parallel or at right 8. ALL SMOKE DETECTORS TO BE 110 VOLT W/BATTERY (253)468-7696
<br /> angles to each side of 2 x 4 wood studs 16"o.c.with 11/4"Type W drywall screws 12" '' - --' BACK-UP,SEE ELEC.&MECH.PLANS FOR LOCATIONS. www.ihbarchitects.com
<br /> DID. 5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY 24. PROVIDE STEEL ELECTRICAL BOXES IN FIRE-RATED
<br /> Joints staggered i6"on opposite sides.(LOAD-BEARING) FACILITIES REQUIRED TO COMPLETE THE WORK OF THE CEILINGS AS PER IBC-2018,SECTION 713.3.2 9, ALL EXTERIOR WALLS 2X6 @ 16"O.C.WITH R-21
<br /> CONTRACT DOCUMENTS,INCLUDING,BUT INSULATION ADD R5 EXTERIOR CONTINUOUS RIGID The drawings and plans set forth on
<br /> Note: NECESSARILY LIMITED TO,TEMPORARY ELECTRICAL 25. ROOF COVERING SHALL CONFORM TO IBC-2018 CLASS"A" INSULATION UNLESS NOTED OTHERWISE.ALSO SEE this set as instrument of service are,
<br /> W3-2x4 STUDS;W4-2x6 STUDS POWER,WATER SUPPLY,SHORING,BRACING AND AND SECTION 1507 OF IBC. WALL SCHEDULES. and shall remain,the property of IHB
<br /> SANITARY FACILITIES. Architects. Use of this drawin g is
<br /> 26. ROOF DRAINS AND GUTTERS SHALL BE CONNECTED TO 10. HOLD SIDING 6"MIN.ABOVE FINISH GRADE,TYPICAL. limited to a specified project for
<br /> 6. THE CONTRACTOR SHALL MAINTAIN THE SECURITY OF THE SITE DRAINAGE SYSTEM. persons named hereon. And for a
<br /> WSJ 2x6 Exterior wood fire wall-Fiber Cement Siding 1 HOUR FIRE THE SITE DURING THE COURSE OF THE WORK THROUGH 11. FIREBLOCKING AT ALL PLUMBING PENETRATIONS. -smodion of one building. Any
<br /> SUBSTANTIAL COMPLETION AND SHALL REPLACE ANY 27. FOOTING DRAINS SHALL BE CONNECTED TO THE SITE ose or neuse of said d-mg,is
<br /> GA FILE NO.WP 8126 1 PROPRIETARY- 1 HOUR FIRE WORK LOST TO THEFT OR VANDALISM DURING THAT DRAINAGE SYSTEM. 12. EACH UNIT SHALL BE FULLY SPRINKLERED WITH A strictly prohibited without written
<br /> EXTERIORSICKEPER PLAN RESIDENTIAL TYPE WET SYSTEM ONLY IN HEATED permissionoflHBADehiteets
<br /> PERIOD.
<br /> GYPSUM PANEL PRODUCTS FOAM PLASTIC BOARDS, 1/16"MIN.THICK EPDM OVER PT SPACES PER NFPA 13D,ALL UNDER SEPARATE
<br /> 28. SITE DRAINAGE SYSTEM SHALL CONFORM TS.LOCAL
<br /> 1x3 VERTICAL STRIP L 12"O.C. PERMIT.
<br /> WOOD STUDS,EXTERIOR CLADDING (USE PT 3X3 VERTICAL STRIP ON 7. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME ENGINEERING JURISDICTION REQUIREMENTS.
<br /> EXTERIOR SIDE: WEST EXTERIOR FACADE-SEE FAMILIAR WITH THE EXISTING CONDITIONS,AND BY 13. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS.
<br /> Base Layer 5/8"Proprietary Npe X gypsum Sheathing or glass mat gypsum Substrate PLANS FOR EXTENT) SUBMITTING A BID SHALL ACCEPT THE CONDITIONS 29. LIGHT AND VENTILATION,ALL MINIMUM INTERIOR
<br /> applied parallel or at right an 's to 2 z 4 wood studs 16"o.c.with 6d cement coated or - UNDER WHICH THE WORK SHALL BE PERFORMED. REQUIREMENTS SHALL CONFORM TO CHAPTER 12 1q. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER IBC.
<br /> common nails or 1-7/8 Type drywall screws 7"o.c.Second layer maximum 1-1/2" WATER RESISTANT MEMBRANE IBC-2018 SECTION R602.8.
<br /> proprietary faced polyisocyanurate foam Plastic sheathing appIiE parallel to studs with 3" 8. ANY DISCREPANCIES BETWEEN THE CONTRACT
<br /> ggalvanized roofing nails 8 o.c.at perimeter and 12"o.c.at Intermediate studs.Face STRUCTURAL SHEATHING
<br /> layerexterior sidingg�fiber cement siding,masonry veneer,stucco or exterior insulation and WHERE OCCURS DOCUMENTS AND ACTUAL SITE CONDITIONS SHALL BE 30. KITCHEN AND BATHROOM EXHAUST DUCTS SHALL BE 15. PROVIDE CONT.HANDRAIL AT STAIRS A MIN.OF 1-1/2^ /� 6
<br /> finish system(EIFS). UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 BROUGHT TO THE ATTENTION OF THE ARCHITECT IN ENCLOSED WITH 26 GAUGE GALVANIZED SHEET METAL AWAY FROM WALL. V) z
<br /> R5 RIGID INSULATION
<br /> INTERIOR SIDE: MnsrRR M-R WRITING FOR CLARIFICATION PRIOR TO PROCEEDING AND SHALL EXTEND TO THE EXTERIOR OF THE 1.
<br /> 5/8"proprietary type X gypsum wallboard I plied at right angles to studs with 6d cement WITH THE WORK.DO NOT PROCEED ON ASSUMPTIONS. BUILDINGS,FIVE FEET FROM ANY OPENING. 16. ALL TUBS AND SHOWERS: W
<br /> MAs.ER MASTER MAs-rER MasreR MAs-rBR
<br /> II BEoaooM eeoeooM BEoaooM BEDROOM BEDROOM FOR v eeoaooM eeoaooM
<br /> coated or common malls or 1-7/8"Type W"all BE
<br /> 7"o.c.Unfaced 3-1/2"glass LIMIT SHOWER FLOW TO 1.75 G.P.M.
<br /> fiber,0.72 pcf,friction fit in stud space.(LOAD BEARING) \ \ -- _ g NSIO 31 WATERPROOF WALL TO WITHIN 70"ABOVE DRAIN d
<br /> THE CONTRACTOR SHALL FIELD VERIFY ALL DIME NS LAUNDRY DRYER VENTING SHALL BE WITH 26 GAUGE INLET.
<br /> Note: - - LAYOUTS AND EXISTING CONDITIONS PRIOR IN GALVANIZED SHEET METAL DUCTS ENCASED R 1-HOUR ALL GLAZING WITHIN 70"ABOVE DRAIN INLET TO BE O
<br /> Although assembly w5 Outlines 2z4 studs,2z6 studs are being used in our case Ja
<br /> � � � � � __- � � _--A � � __ � _ ---_� EXECUTING THE WORK.DO NOT SCALE DRAWINGS. CONSTRUCTION EXTENDING TO THE EXTERIOR OF THE SAFETY GLASS. _
<br /> PROPRIETARY GYPSUM PANEL PRODUCTS LEVEL 4 CODE PLAN BUILDING,FIVE FEET FROM ANY OPENING. VAPOR BARRIER BEHIND G.W.B.
<br /> American Gypsum Company LLC 5/8"FireBlock®Type X Gypsum Board 10. ALL SYSTEMS&ASSEMBLIES SHALL BE COMPLETE AND 32. THE CONTRACTOR SHALL PROVIDE AND INSTALL 18. ALL WATER HEATERS SHALL MEET INTERNATIONAL 7 LLI N
<br /> 5/8"M-Glass®Type Gypsum Sheathing " OPERATIVE THOUGH NOT FULLY DESCRIBED IN THE EXTERIOR HANDRAILS AND GUARDRAILS AS DETAILED ENERGY CONSERVATION CODE(IECC). Z (n C
<br /> CertainTeed Gypsum Inc. 5/8"GlasRoc@ Type X Gypsum Panels R20 MINIMUM BATT INSULATION BEDRoo rvoo Roo rvoo Roo Roo Roo Roo CONTRACT DOCUMENTS.IN THE EVENT CERTAIN ON THE DRAWINGS IN ALL AREAS WHERE REQUIRED BY
<br /> 5/8"CertainTeed®Type Gypsum Board 2x6 STUDS @ 16"O.C. FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN CODE.THE LOCATIONS OF REQUIRED RAILINGS MAY NOT 19. ALL UNITS TO HAVE ELECTRIC FORCED-AIR HEATING W
<br /> I
<br /> AND COOLING HEAT PUMP).UNLESS NOTED
<br /> Continental Building Products SIS"Weather Defense®Platinum Sheathing Thickness: Varies ON THE DRAWINGS,OR CALLED FOR IN THE SPECS,THEN BE SHOWN ON THE DRAWINGS DUE TO FIELD CONDITIONS ( ) >
<br /> 5/8"Firecheck®T e X THEIR CONSTRUCTION SHALL BE OF THE SAME THAT ARISE DURING THE COURSE OF CONSTRUCTION. OTHERWISE O Q
<br /> Type Apprax Weight: 6 ps( __ __ __ __ __ __ __ Q
<br /> Fire Test: UL R2637.94NK19449 6-28-96 CHARACTER OF SIMILAR CONDITIONS SHOWN OR CALLED
<br /> Georgia-Pacific Gypsum LLC 5/8"DenseArmor Plus u FiregguardatInterior Panel FOR. 33 PROVIDE EVERY UNIT ENTRY DOOR WITH VIEW PORT AND 20. ALL INTERIOR AND EXTERIOR LIGHTING 70 BE LED OR
<br /> 5/8"DensGlass®Fireguard®Sheathing UL R14196,11NK04002 3-3-11 FLOURESCENT-SEE ELECTRICAL AND MECHANICAL
<br /> DEADBOLT WITH 1"THROW.
<br /> UL DBSign U354 en en en en en en en en FOR LAYOUT.
<br /> National Gypsum Company 5/8"Gold Bond®Brand FIRE-SHIELD®Gypsum sheathing 11. INSTALL ALL MATERIALS,EQUIPMENT,FIXTURES,
<br /> 5/8"Gold Bond®Brand FIRE-SHIELD®Gypsum Board - U - U - U - U - U - U - U - U APPLIANCES&ACCESSORIES IN CONFORMANCE WITH 34. PROVIDE SAFETY GLAZING PER IBC-2018 SECTION 2406 AT
<br /> 21. HANDRAIL ENDS SHALL BE RETURNED OR SHALL
<br /> PABCO Gypsum 5/8"Flame Curb®Tyyppe X THE MANUFACTURER'S REQUIREMENTS AND HAZARDOUS LOCATIONS DINGS,DINCLUDING SHOWER TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS W
<br /> 5/8"PABCO GLASS®Sheathing Type X RECOMMENDATIONS.VERIFY ALL SUCH REQUIREMENTS ENCLOSURES,STAIR LANDINGS,DOORS,AND WITHIN 24" �
<br /> PRIOR TO STARTING THE WORK IN THE AREAS WHERE OF DOORWAYS. C/� N
<br /> THEYOCCUR. \ N W
<br /> fw1 WALLS AND INTERIOR PARTITIONS,WOOD FRAMED 2 HOUR FIRE 55 to 59 STC SOUND 35. ALL RATED FIRE DOORS TO BE SELF-CLOSING. J
<br /> BEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMDRoo 12, ALL WORK SHALL BE INSTALLED PLUMB,LEVEL AND TRUE W
<br /> GA FILE NO.WP 3820 GENERIC STRUCTURAL SHEATHING AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 36. PROVIDE A FULL NFPA TYPE 13D RESIDENTIAL SYSTEM,
<br /> WHERE OCCURS EACH UNIT INDEPENDENT.SHOP DRAWINGS WILL BE
<br /> GYPSUM WALLBOARD,WOOD STUDS _ -�" LEVEL 3 CODE PLAN 13. NEITHER THE ARCHITECT NOR THE OWNER SHALL BE REQUIRED. w
<br /> - - RESPONSIBLE ,
<br /> CONSTRUCTION MEANS OR METHODS
<br /> Base layer 5l8"type z gypsum wallboard or SAFETY PRECAUTIONS OR PROGRAMS OF THE 37. REQUIRED
<br /> WHERE AVEAMINIMUM,
<br /> FLOOR/CEILING ASSEMBLIES ARE
<br /> gypsum veneer base applied at CONTRACTOR. REQUIRED TO HAVE A MINIMUM,1-HOUR J right angles to each side of double row of 2 z 4 wood studs 16"o.c.on FIRE-RESISTANCE RATING,RECESSED FIXTURES SHALL
<br /> separate plates 1"apart with 6d coated nails,17/8"long,0.085"shank,1/4" M 14. PROVIDE REQUIRED BLOCKING&BACKING AT ALL RAILS, BE INSTALLED SUCH THAT THE REQUIRED FIRE
<br /> heads,24"o.c.Face layer 5/8"type x gypsum wallboard or gypsum veneer ,/\/ CABINETS,EQUIPMENT AND ACCESSORIES. RESISTANCE WILL NOT BE REDUCED.
<br /> base applied at right angles to each side with 8d coated nails,23/8"long, VJ _
<br /> rl l
<br /> r'
<br /> 0.100"shank,1/4"heads,8"o.c.joints staggered 16"each layer and side. =::: :1::'.: ': ".: 15. ALL CABINETS,FIXTURES,ACCESSORIES,ETC.,AS 38. GENERAL CONTRACTOR RESPONSIBILITY.SPECIAL
<br /> sound tested with 31/2"glass fiber insulation stapled to studs in stud spaces -------1 i SELECTED BY OWNER UNLESS NOTED OTHERWISE. INSPECTIONS BY THE GEOTECHNICAL ENGINEER SHOULD
<br /> on one side and with nails for base layer spaced 6"o.c.horizontal bracing FILL VOID WITH MINERAL BE PROVIDED AS RECOMMENDED IN THE GEOTECHNICAL
<br /> required at mid-height.(LOAD-BEARING) WOOL BATT,TYPICAL _ UNIT 1 _ UNIT 2 _ UNIT 3 _ UNIT 4 _ UNIT 5 _ UNIT 6 _ UNIT 7 _ UNIT 8 16. CONTRACTOR TO VERIFY ALL GRADES,DIMENSIONS,AND REPORT BY GEOTEST SERVICES,INC.,DATED JULY 2,
<br /> EXISTING CONDITIONS ON THE SITE BEFORE 2020.SEE IBC SECTIONS 1704.7 AND 1803.THE
<br /> Thickness: 10 3/4" DINING DINING DINING DINING DINING DINING DINING DINING PROCEEDING WITH WORK. FOLLOWING IS A SUMMARY:
<br /> Approx Weight: 13 psf A. SITE EXCAVATION AND GRADING.
<br /> Fire Test: See WP 4135 17. REPETITIVE FEATURES DRAWN ONLY ONCE SHALL BE B. PLACEMENT OF STRUCTURAL FILL AND SOIL /
<br /> (FM WE 360,9-27-74); L L L L )
<br /> LIVING Uv uvl LIVING LIVING vING LIVING LIVING PROVIDED COMPLETELY AS IF DRAWN IN FULL. COMPACTION, V
<br /> ILL R4024,10-31-68 WHERE APPLICABLE. LL]
<br /> Sound Test: NGC 3056,4-7-70 18. THE CONTRACTOR SHALL CONSULT ALL PLANS AND C. VERIFICATION OF SOIL-BEARING CAPACITY.
<br /> DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH D. INSTALLATION OF UNDERSLAB DRAINAGE SYSTEM, z J
<br /> LEVEL 2 CODE PLAN SLABS,FLOOR SYSTEM,ROOF SYSTEMS,WALLS,CEILING WHERE
<br /> RA Roof/Deck AssemblyAND CHASES FOR CUTS,PIPES,CONDUITS AND APPLICABLE.
<br /> 1 HOUR FIRE EQUIPMENT;AND SHALL VERIFY SIZE,WEIGHT,AND E. INSTALLATION OF FOUNDATION AND RETAINING WALL J 5
<br /> ICC-ES ESR-1153 Assembly D wareRPRo R OF MEMBRANE ------------- ------------- -------------- ---------------, --------------,, --------------,, ------------- .-------------,, LOCATION WITH RESPECTIVE SUBCONTRACTORS. SUBSURFACE DRAINAGE SYSTEM. G
<br /> F. PLACEMENT AND COMPACTION OF FOUNDATION AND LLI
<br /> 1. 48124 tongue-and-groove,span-rated sheathing(Exposure 1) vianoe FOR ORwlrvince _ _ _ _ _ _ _ 19. DIMENSIONS SHOWN ON DRAWINGS ARE: RETAINING WALL BACKFILL. LL] �!�
<br /> 2. TJI®joist with minimum lie"flange thickness 0 v!^�
<br /> 3. No.26 gauge galvanized steel furring channel installed perpendicular to joists spaced 24" 1 2 A. TO CENTERLINE OF COLUMNS,PARTY WALLS,WINDOWS v,
<br /> on, furring channels spaced I%"from and on each side of wallboard end joints and WHERE NOTED. O
<br /> 24"on-center away from end joints.channel secured to joists with support clips(item 4)at a
<br /> each joist location.at channel splices,adjacent pieces overlapped 6"and tied with double __ GARAGE GARAGE GARAGE wRAG GARAGE GARAGE GARAGE GARAGEr,
<br /> strand of no.18 SWG galvanized steel wire at each end of overlap. __ _
<br /> 4. Simpson Strong-Tie Co.Type CSC support clips to be used to support fuming channels at V J
<br /> the intersection with each joist.support clips nailed to side of joist bottom flange with 1%" er_o
<br /> 6 7 UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNITS UNIT 6 UNIT 7 UNIT 8 LLI
<br /> long no.11 gauge nails. Q
<br /> 5. Stabilizer strap(not shown).W x 6"No.24 gauge galvanized-steel strap LosED CELL SPRAY F- Q
<br /> used to prevent rotation of the support clips at wallboard end joints and along walls. ry la•rNlcxl O
<br /> 6. Minimum 1"-thick(6 pcf minimum)mineral wool blankets MiNlMmowrR_ Rv K. Rv K. Rr IN Rv IN Rv IN Rv Rv Rv
<br /> 7. %"type c gypsum board for assembly D uM BATT INB.-N 7
<br /> FC1 I Floor/Ceiling Assembly 1 HOUR FIRE • ----------- • ---------- •s---------- ----------- s----- •s----- 0 s----- 0 s------v
<br /> GA FILE NO.FC 5407 LEVEL 1 CODE PLAN
<br /> WOOD I-JOISTS,GYPSUM WALLBOARD x z r r r r r r
<br /> Base layer 5/8"type X gypsum wallboard applied at right angles to wood I-joists 24"o.c. ' .
<br /> with 11/4"Type W or S drywall screws 24"o.c.Face layer 5/8"type X gypsum wallboard \ /
<br /> or gypsum veneer base applied at right angles to I-joists with 17/8"Type W or S drywall CODE PLANS I (\screws 12"o.c.at joints and intermediate I-joists and 11/2"Type IS drywall screws 12"
<br /> o.c.placed 2"back on either side of end joints.Joints offset 24"from base layer joints.
<br /> Wood I-joists supporting 1/2"wood structural panels applied at right angles to joists with SCALE: 1/16" = 1'-0" PE� PE� m m m m m m
<br /> 8d nails.Ceiling provides one hour fire resistance protection for I-joists.
<br /> - job No: -
<br /> FC2 Floor/Ceiling Assembly Exiting & Occupancy Legend ddae: February,2024
<br /> tQ
<br /> 3/4"THICK TONGUE-AND-GROOVE SHEATHING PER STRUCTURAL -- - -- ewed by: IHB
<br /> OVER TJI JOISTS PER STRUCTURAL PATH OF EGRESS
<br /> OVER(1)LAYER OF 5/8"GYB
<br /> • EXIT DISCHARGE LOCATION BUILDING SECTION
<br /> FIREORISER FIRE RISER AT EVERY UNIT ON MAIN FLOOR rAo. I
<br /> ANY PENETRATION,FIXTURE,OR SYSTEMS(M/EP)SHALL BE RATED PER IRC R302.4
<br /> ONE HOUR RATED PARTY WALL
<br />
|