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HomeMy WebLinkAboutB17-0340_A-720-1_1507837260.pdf ki OF 1 2 3 4 5 6Z41 1/4 NAmilirie: z o DOOR SCHEDULE PARTITION TYPES SCHEDULE o, icao 0 ROOM LEAF FRAME DESIGN 10/12/17 Door Wall PARTITION PARTITION NUMBER Door Door Glass Frame Frame Frame Hardware Widt TYPE USE DESCRIPTION WIDTH STRUCTURE CONSTRUCTION DESCRIPTION TOP OF WALL TO FIRE RATING (FIRE) NAME Type Material Finish Width Height Thickness Type Type Material Finish Set Fire Rating h Remarks REV LEVEL 1 DOb PARTITION WALL 4 7/8" 3-5/8"STEEL STUDS (1) LAYER 5/8"GYPSUM BOARD EACH SIDE UNDER SIDE OF STRUCTURE NON-RATED N/A 101 STORAGE F3 WD PT 6'-0" 7'-0" 1 3/4" - HM01 HM PT 23 - 5 1/4" DOs PARTITION WALL, SOUND BATTS 4 7/8" 3-5/8"STEEL STUDS (1) LAYER 5/8"GYPSUM BOARD EACH SIDE UNDER SIDE OF STRUCTURE NON-RATED N/A 'a. ' . 110X (E)CORRIDOR N1 WD PT 4'-0" 7'-0" 1 3/4" PT 1 20 4 7/8" RESISTS PASSAGE OF SMOKE DOX SMOKE PARTITION WALL 4 7/8" 3-5/8"STEEL STUDS (1) LAYER 5/8"GYPSUM BOARD EACH SIDE UNDER SIDE OF STRUCTURE NON-RATED N/A 120X (E)CORRIDOR N2 PT 7'-O" 7'-O" 13/4" F HM 22 PER LS101 1 4 7/8" REUSE EXISTING FRAME. REFINISH FRAME. D1b 1-HR PARTITION WALL 47/8" 3-5/8"STEEL STUDS (1) LAYER 5/8"TYPE"X"GYPSUM BOARD EACH SIDE UNDER SIDE OF STRUCTURE 1 HR UL U419 I. " - RECERTIFY ASSEMBLY. W1 E 1200A EQUIPMENT Fl WD PT 3'-6" 7'-0" 1 3/4" - HM01 HM PT 21 PER LS101-1 4 7/8" E III . U III II III II 111 DOOR AND HARDWARE SCHEDULE - ABBREVIATIONS LEGEND/NOTES INTERIOR PARTITION TYPES !mil `r_ " DOOR/FRAME MATERIAL: GLAZING TYPES FRAME NOTES DOOR NOTES DOb Lo 6 AUG - ALUMINUM GLASS S = PROVIDE TEMPERED 1. CONTRACTOR TO FIELD COORDINATE ALL ROUGH 1. CONTRACTOR TO FIELD COORDINATE ALL ROUGH STRUCTURE FIRE RESISTANCE RATING* SUB-TYPE SMOKE RATED* 6 A RC H I T E C T S HM - HOLLOW METAL GLASS IN NON-RATED OPENINGS PRIOR TO ORDERING OR FABRICATING OPENINGS. iii WD - WOOD DOORS WHERE INDICATED. ANY FRAMES. 2. REFER TO SPECIFICATIONS FOR HARDWARE TYPES A 7/8" HAT CHANNEL 0 NON-RATED a 6"ABOVE CEILING X SMOKE PARTITION, PT- PAINTED 2. ALL ELEVATIONS ARE DRAWN FACING THE AND SCHEDULE. B 1 5/8" METAL STUD 1 1 HOUR b UNDERSIDE OF STRUCTURE SMOKE BARRIER OR WALL Co 2901 Blake Street, Suite 100 STAIN - STAINED F = PROVIDE FIRE- EXTERIOR OF THE WINDOW FRAME. 3. ALL FIRE RATED DOORS SHALL HAVE C 2 1/2" METAL STUD 2 2 HOUR c UNDER SIDE OF CEILING RESISTING THE PASSAGE Denver Denver, CO 80205 MFR- MANUFACTURER PROTECTION-RATED GLASS 3. STOREFRONT FABRICATOR TO PROVIDE UNDERWRITERS LABEL ON DOOR AND FRAME. D 3 5/8" METAL STUD 3 3 HOUR f FURRING OF SMOKE 303.861.8555 MEETING OR EXCEEDING REINFORCING AS REQUIRED 4. WHERE EXISTING DOORS TO REMAIN, TOUCH UP E 4" METAL STUD 4 4 HOUR I LEAD LINED .- :. co co THE RATING OF THE DOOR 4. ALL DIMENSIONS ARE TO MASONRY OR ROUGH SCUFFING TO MAKE DOOR FINISH LIKE-NEW. F 6" METAL STUD k SECURITY MESH EXAMPLE DOX v u-) Consultant DOOR FINISH: ASSEMBLY WHERE OPENING UNLESS NOTED OTHERWISE, PROVIDE 5. AT EXISTING DOORS IN SCOPE: WHERE G 3 5/8" DOUBLE METAL STUD p PARTIAL HEIGHT _ INDICATED PROPER SHIM CLEARANCE AS REQUIRED. SCUFFED,PATCH AND REFINISH TO LIKE-NEW J 2 1/2" C-H METAL STUD s SOUND PARTITION STRUCTURE PL#- PLASTIC LAMINATE 5. AT EXISTING FRAMES IN SCOPE: WHERE SCUFFED, CONDITION. IN AREA C, REFINISH EXISTING K 4" C-H METAL STUD t THERMAL INSULATION - ST- STAINED SEE SPECIFICATION FOR PATCH AND REFINISH TO LIKE-NEW CONDITION DAMAGED DOORS AND DOOR FRAMES. SIRE RESISTANCE RATING o0 L 6" C-H METAL STUD v SOUND PARTITION WITH (2) LAYERS SUB-TYPE Lo CA- CLEAR ANODIZED ACCEPTABLE GLASS M 2x4 WOOD STUD GYPSUM BOARD EACH SIDE SMOKE RATED (OPTIONAL) PT- PAINTED TYPFS N 2x6 WOOD STUD w SOUND PARTITION WITH (2) LAYERS Dis Co KF- KYNAR FINISH P 4" CMU GYPSUM BOARD ONE SIDE GL- GLASS Q 6" CMU (1) LAYER OTHER SIDE X R 8" CMU 7 TII F RA('KFR RCIARF1 D = 3 5/8" METAL STUD - - 1 S 12" CMU 1 = 1 HOUR FIRE RESISTANCE DI b RE: SCHEDULE RE SCHED, / RE: SCHED. , 2" RE: SCHED. 2" 7 1 1/9" "7" FI IPPIN(r -( M'JNIFI RATING co / / / * SEE RATED PARTITION NOTE 2 s = SOUND PARTITION - . ` RE: SCHED. EQ EQ , EQ EQ , _ - C2/A-720-1 GENERAL CONSTRUCTION AND LAYOUT NOTES n • • 7 • _ • ♦ • - D CO/ \ / � CO` A-720-1/C1 1. THE INTERIOR FRAMING SUBCONTRACTOR SHALL PROVIDE A DELEGATED ENGINEERED STUD DESIGN FOR ALL NON-STRUCTURAL METAL FRAMING FOR D WALLS AND CEILINGS. SUBMIT FRAMING SHOP DRAWINGS WITH DETAILS, PRODUCT SELECTIONS, AND ENGINEERING CALCULATIONS STAMPED BYA w w w w LICENSED ENGINEER IN THE PROJECT JURISDICTION. ENGINEERING SHALL INCLUDE PROVISIONS FOR ELEMENTS ATTACHED TO/SUPPORTED BY THE 0 / 0 0 o 0 FRAMING. FASTENER DESIGN AND SELECTION IS ALSO REQUIRED. SUBMIT ICC ES EVALUATION REPORTS FOR EACH FASTENER. USE OF DIMPLED OR _ / _ <' `> _ ;/ \ _ <' `> \ = PERFORMANCE ENHANCED SHAPED STUDS IS ACCEPTABLE. UNLESS OTHERWISE INDICATED DESIGN FOR A MAXIMUM DEFLECTION OF L/240 AT 5 PSF. AT U \ U 0 \ U U PARTITIONS TO RECEIVE CERAMIC TILE DESIGN FOR A MAXIMUM DEFLECTION OF L/360 AT 5 PSF. REGARDLESS OF DESIGN, PROVIDE 20 GA STUD AT A cn \ cn u) \ �8 j8 �8"l8" 8"l8"I cn MINIMUM. __ _--- i "v 1 2. ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FINISHED FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. _ • Zn \ / in 3. ALL STUDS SHALL BE FULL HEIGHT TO UNDERSIDE OF STRUCTURE UNLESS INDICATED OTHERWISE BY PARTITION TYPE. 4. BOTTOM OF GYPSUM BOARD SHALL BE 1/4"TO 3/8"ABOVE FINISH FLOOR UNLESS OTHERWISE INDICATED. • • \ __ 5. OFFSET STUDS AS NECESSARY TO ALIGN OUTSIDE FACES OF GYPSUM BOARD AT ADJACENT WALL TYPES WITH VARYING LAYERS OF GYPSUM BOARD. 6. PROVIDE DEEP LEG TRACKS (3" FLANGE)AT HEAD OF PARTITIONS AT ALL NON-LOAD BEARING PARTITIONS FOR EACH CONDITION THAT ALLOW FOR 1" OF --__ /".---;---;:r----Cbto N-,.., F1 F3 NI N2 HM1 UPWARD MOVEMENT AND 1" OF DOWNWARD DYNAMIC MOVEMENT CAPABILITIES. 7. AT SLAB-ON-GRADE CONDITIONS PROVIDE DYNAMIC MOVEMENT REQUIREMENTS CALLED FOR IN THE GEOTECHNICAL INVESTIGATION (SOILS REPORT). IF 7 . Ager. '-=-7% SINGLE FLUSH DOUBLE FLUSH SINGLE NARROW LITE SINGLE NARROW LITE SINGLE OR NO GEOTECHNICAL INVESTIGATION EXISTS CONTACT THE ARCHITECT FOR DEFLECTION CRITERIA. / +TT O (TEMPERED OR FIRE (TEMPERED OR FIRE DOUBLE DOOR 8. ALL PARTITION TYPES MARKED BY A"t" SUFFIX(IE. D0t)SHALL BE INSTALLED WITH FULL HEIGHT AND WIDTH CONTINUOUS THERMAL INSULATION AND, IF MICHAEL RATED GLASS) RATED GLASS) FRAME INDICATED, CONTINUOUS VAPOR RETARDER. * NEVIN * 9. PROVIDE GYPSUM BOARD CONTROL JOINTS PER ASTM C 840 UNLESS OTHERWISE INDICATED ON DRAWINGS. DOOR TYPES FRAME TYPES 10. PROVIDE FIRE BLOCKING AND DRAFT STOPS PER CODE. 202 ,r. 1' 11. AT LOCATIONS ADJACENT TO GLASS SYSTEMS, GC TO VERIFY IN FIELD AND PROVIDE FASTENERS SUCH THAT THE INSTALLATION OF METAL FRAMING {�C-4-0 1 O 1/4"= -0" O 1/4"= 1'-0" DOES NOT ADVERSELY IMPACT THE GLASS SYSTEM. {� -fid ARIA. RATED PARTITION NOTES 1. FIRE RATED ASSEMBLY CRITERIA TAKE PRECEDENT OVER ANY OTHER CONSTRUCTION CRITERIA. 6/20/7-P/7 2. REFERENCE LIFE SAFETY DRAWINGS FOR LOCATIONS OF FIREWALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE PARTITIONS, SMOKE BARRIERS, AND RE: PARTITION / WALLS RESISTING THE PASSAGE OF SMOKE. COMPLY WITH IBC AND ANY OTHER APPLICABLE CODES FOR CONSTRUCTION REQUIREMENTS FOR EACH/ Issuance 6"TYP. RE: PARTITION TYPE RATED PARTITION TYPE. 1 UNO / TYPE 3. REFERENCE SPECIFICATION SECTION 07 8413-PENETRATION FIRESTOP' FOR TREATMENT OF ANY PENETRATIONS THROUGH A FIRE RATED PARTITION. PERMIT 06/30/17 NEEDS TO MEET UL LISTED TEST REQUIREMENT. 4. REFERENCE SPECIFICATION SECTION 07 8443-`JOINT FIRESTOP' FOR TREATMENT OF TOP AND BOTTOM OF WALL JOINTS AND JOINTS TO ABUTTING SECTION 09 2900- CONSTRUCTION. NEEDS TO MEET UL LISTED TEST REQUIREMENT. , 1-'y GYPSUM BOARD 5. PROVIDE AND SUBMIT FOR APPROVAL U.L. RATED HEAD OF WALL ASSEMBLIES FOR EACH RATED PARTITION CONDITION THAT ALLOWS FOR THE DYNAMIC Revisions Date - MOVEMENT INDICATED. IF ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION (AHJ), OBTAIN ENGINEERING JUDGEMENTS FOR JOB SPECIFIC -`• ' 05 4000 -COLD-FORMED METAL FRAMING CONDITIONS NOT ADDRESSED BY TESTED ASSEMBLIES. 08 1416- FLUSH WOOD 6. PROVIDE FIRE-RATED ACCESS DOORS AND FRAMES TO REACH DAMPERS OR CONTROL VALVES IN RATED PARTITIONS OR CEILING AS REQUIRED TO DOOR / 07 9200 -JOINT SEALANT MAINTAIN RATING. PROVIDE NONRATED ACCESS DOORS AT NON RATED CONSTRUCTION. 7. WHERE DEVICES ARE RECESSED IN A FIRE RATED PARTITION PROVIDE: A.) DEVICE RATED FOR INSTALLATION IN RATED PARTITIONS, OR B.) C - _ SECTION 09 2900 CONSTRUCTION SUCH THAT FIRE RATING IS MAINTAINED BEHIND RECESSED DEVICE. GYPSUM BOARDIL - 8. WHERE STRUCTURAL ITEMS SUCH AS HANGERS FOR STAIRS ARE EMBEDDED IN A RATED PARTITION CONSTRUCTION SHALL BE SUCH THAT FIRE RATING IS C -=�� Or. MAINTAINED BEHIND EMBEDDED ITEM. _ 9. MARKING AND IDENTIFICATION: FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL 05 4000 COLD FORMED REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE LABELED PER CODE. X METAL FRAMING j 10. PROVIDE SMOKE PARTITIONS TO LIMIT THE TRANSFER OF SMOKE. FILL JOINTS AND THE SPACE AROUND PENETRATING ITEMS SUCH AS DUCTS, PIPES, / 08 1113 INTERIOR CONDUITS,AND SIMILAR BUILDING SERVICE EQUIPMENT WITH AN APPROVED MATERIAL TO LIMIT THE PASSAGE OF SMOKE. HOLLOW METAL FRAME 11. SEE A-720.1 FOR TYPICAL FRAMING DETAILS. 7-1:-': 08 1416- FLUSH WOOD _ 4‘N' ‘ DOOR SOUND PARTITION NOTES 1. ALL PARTITION TYPES MARKED BY AN "s" SUFFIX(IE. Dl s) SHALL BE INSTALLED AS A SOUND PARTITION INCLUDING: FULL HEIGHT AND WIDTH SOUND 07 9200 JOINT SEALANT ATTENUATION BLANKETS (SAB), ACOUSTICAL JOINT SEALANT AT TOPS AND BOTTOMS OF ALL WALLS AND PENETRATIONS, DRYWALL TO BE FROM FLOOR 08 1113 INTERIOR TO DECK BOTH SIDES. HOLLOW-METAL FRAME 2. PROVIDE ELECTRICAL OUTLET BARRIER PADS IN SOUND PARTITIONS. 3. STAGGER DEVICES THAT PENETRATE OPPOSING WALL SURFACES IN ADJACENT STUD CAVITIES. (€11HM INTERIOR DOOR FRAME JAMB HM INTERIOR DOOR FRAME HEAD Project Information 3" = 1'-0" 6 3" = 1'-0" RATED ASSEMBLY INFORMATION TOP OF WALL ASSEMBLY: • STANDARD INTERIOR NON-BEARING WALL ASSEMBLY: UL HW-D-0495 OR EQUAL EXISTING CEILING; • SHAFTWALL FLAT CONCRETE: UL HW-D-0496 CUT BACK PANELS TO PREVENT • SHAFTWALL PARALLEL TO BEAM: UL HW-D-0497 PIPE FROM DAMAGING • SHAFTWALL PAN DECK: UL HW-D-0504 CEILING PANEL, PROVIDE • SHAFTWALL PROTECTED ROOF DECK: UL HW-D-0559 FLANGE, AND SEAL THE OPENING WALL ASSEMBLY: EXISTING DOOR - - SIM X STANDARD INTERIOR NON-BEARING WALL ASSEMBLY : UL U419 OR UL U423Ce WALL BUMPER ° 61 • SHAFTWALL ASSEMBLY: UL U415 UJ N- SECURED TO VISUALLY I 1720- SILL TRACK OF WALL ASSEMBLY: (4)CONCEALED METAL FRAMING PROVIDE UL LISTED ASSEMBLY COMPLIANT WITH THE UL WALL ASSEMBLY AND THAT MATCHES FIRE RESISTIVITY OF THE WALL. SNOW MELT PIPE AND PIPE CLAMP; Z CO SEE MECHANICAL FOR MORE o o W 0 INFORMATION0 V 0 16 GA GALV BRAKE B METAL; EASE EDGES B J Z '- 1 1/2" MIN 1 1/2"MIN ci > 2 1/2" 4" SEE r 4 1/-" COUNTERSUNK FASTENER, • 40 . <02 - 600 - FINISH SCHEDULE> i i TYP 24" OC MAX z CO MECH V EXISTING WALL cn Wall Finish Room Floor Base Q Z fi _ CONCRETE HOUSEKEEPING PAD i ct Q Number Room Name Finish Finish N E S W Casework Ceiling Finish Remarks W W wlw EXISTING FLOOR 0 z LEVEL 1 _ Z (a 0 c~n FUEL TANK ENCLOSURE SEE A101 B-1 AND A200B-1 FOR SPECIFIC FINISH INFORMATION - 0 Nw 101 STORAGE 1 EXISTING FINISHES TO REMAIN. EXTEND EXISTING FINISHES TO NEW INFILL WALL. > I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1102 02 ENCLOSURE Q) 110 (E)CORRIDOR EXISTING FINISHES TO REMAIN. PROVIDE MATCHING FINISHES AT CEILING, WALLS, LLI ~ 0) AND DOORS TO EXISTING FACILITY AT THIS LOCATION. .J (i) CU PIPE WRAP PIPE WRAP ELEVATION 120 (E)CORRIDOR EXISTING FINISHES TO REMAIN. PROVIDE MATCHING FINISHES AT CEILING,WALLS, J Q O B1LB21 = 1200B EQUIPMENT EXISTING EXISTING EXISTING PT EXISTING PT - MATCH BLDG STANDARD EXTENDAND EXISTING WARS TO LL BASEG IAES AESTHLITY AT ETIC EWIWALLS.WALL PAINT TO MATCH W EXISTING ADJACENT FINISHES, BOTH SIDES OF WALL. J (Ti 0 Q 00 NEW CONCRETE INFILL AT TRENCH; FORM FOR DUCT INSTALLATION / FLOORING TO MATCH EXISTING Sheet Information NEW ELEC DUCT; SEAL ALL JOINTS; SEE ELECTRICAL A HEAT WELD ALL SEAMS, TYP BOTH SIDES A Sheet Title: z EXISTING FLOORING OVER EXISTING CONCRETE SLAB ON GRADE DOOR SCHEDULE, PARTITION TYPES, AND -STEGO 'CRETECLAW' TAPE OR SIM DETAILS ■-�•■-- -- -••��•-�• STEGO 'WRAP' 25 MIL VAPOR BARRIER • ° • •- Sheet Number: 2 H III III A. 720 _ 1 a M M FLOOR TRENCH SECTION Al 1 1/2" = 1'-0" DPA Project: 15924.00 COPYRIGHT 2017-DAVIS PARTNERSHIP, 1 2 1 3 1 4 5 1 6