Laserfiche WebLink
2 3 4 5 6 <br /> FIRE RESISTIVE REQUIREMENTS <br /> (IBC 2015-TABLE 601) <br /> Construction type I-A V-A <br /> Primary Structural Frame: 3-hr 1 hr <br /> Bearing Walls <br /> • Exterior: 3 hr 1 hr <br /> Interior 3-hr 1 hr DYKEMAN <br /> Non-bearing Interior 0 hr 0 hr <br /> Floor Construction: 2 hr 1 hr <br /> Roof Construction: 1 1/21hr 1 hr ARCHITECTURE + DESIGN <br /> Roof supports:Fire-resistance ratings of primary <br /> P Assumed structural frame and bearing walls are permitted to be <br /> reduced by 1 hour where supporting a roof only. <br /> NEW BUILDING EXISTING BUILDING <br /> E HPEWORKS STATION 2 HOPEWORKS STATION 1 NON-BEARING EXTERIOR WALLS <br /> (per ISC Table 602) <br /> E Occupancy Group A,B,S,R E <br /> 2 HR.WALLS AT EXTERIOR EXIT STAIRS D6 <br /> PER 1027.6,1023.2 A8.26 X<5° 1hr 1hr <br /> -- 5 <=X<10 1hr 1hr <br /> — — 10—X<30 J�hr 1-hr <br /> 3HR WALL EXTERIOR BEARING WALLS '• x (feet)Fire Separation Distance <br /> _° See Section 706.1.1 for party walls <br /> PER TABLE 601 (TYP.) Open parking garages complying w/section 406 <br /> shall not be required to have a fire resistance rating <br /> 2 HR WALLS AT ELEVATOR SHAFTS PER ° ° ° " Fire Separation Reauirements(per 705.5): <br /> 713.4 I Exterior walls>10'that are to be rated need only be rated for <br /> inside exposure.Structural elements within the plane of the fire <br /> P rated walls shall meet the rating of the wall. <br /> F Assumed Exterior Wall Openings(per IBC table 705.8): <br /> DIAGONAL DISTANCE=182'-0" ~ Fire Separation Distance. Protection Allowable Area <br /> I NEW BUILDING EXISTING BUILDING <br /> 182'-0"/3=60'-0" I w 0 to<3' Sprinklered Not Permitted <br /> HPEWORKS STATION 2 HOPEWORKS STATION 1 5'to<10' Sprinklered 25%protected <br /> 25%unprotected <br /> ' K L 25'to<30' Sprinklered No Limit A <br /> STRAIGHT DISTANCE BETWEEN EXIT _ Sim Fire Barriers(per IBC 707) <br /> ACCESSES=101'-10" II 4 <br /> At shaft enclosures(2 hr.)per 713.4 <br /> Q \ I CS03 At exterior exit stairways(21 per 1027.6,1023.2 *17 <br /> Level 2 n Fire Partitions(Der IBC 708)'-4' Atwals separating dwelling units(per420.2) <br /> 25%MAX.UNPROTECTED OPENINGS GAt egress balconies as required by Section 1021.2 <br /> Ivaaiac u,rnaLe vos.a). G �J At exterior stairways per 1027.E93820sf5,ABLE REPLACE EXISTING <br /> PROPOSED 21%Ine.azm�Il 1 _ I T.O.CMU WALL WINDOWS W/45 MIN.H.M. Concealed Spaces(per IBC 718) <br /> 11 r - !y �_ a Provide frablocking per IBC 718.2 <br /> c w PROVIDE SECOND LAYER Vertically at ceiling and floor levels at walls <br /> OF GWB <br /> Horizontally at intervals not exceeding 1 O'at walls <br /> etc-�I p Between horizontal and vertical spaces at soffits,drop ceilings, PROJECT D I VARIES SEE FOjORN <br /> MAX.83'-4 1/2" Draftstopping not required at floors per 718.3.2 Exception 1 at <br /> EXIT Level 1 n buildings equipped throughout with NFPA 13 sprinkler systems. <br /> 83'-10' Draftstopping not required at attics per 718.4.2 Exception 2 atHOPEWORKS <br /> buildings equipped throughout with NFPA 13 sprinkler systems.STEEL BRACINEXISTING _____—___ o 3HR FIREPROO STATION 2 <br /> 1 I I ___ <br /> BLDG I 9 Y 3HR FIREWALL INFILLWINDOWS <br /> ~ w EXIT FOR <br /> w <br /> U �I Fire Rated Walls HOPEWORKS & <br /> —Level P1(Alley) <br /> - - - - - - - - - 68�—0 HOUSING HOPE <br /> 2 HR.WALLS AT EXTERIOR EXIT STAIRS NONE <br /> PER 1027.6,1023.2 •_0"2 PROPERTY LINE Assumed <br /> 1HR RATED WALLS AT <br /> FIRE WALL SECTION @ ASSUMED PL =2HR RATED WALLS 3315 BROADWAY, <br /> (� Level 1 - Exit Diagram �,,�PER IBC-706.6.1 FIRE WALLS-STEPPED BLDG =3HR RATED WALLS EVERETT, WA <br /> Exiting Diagram CONFORMED SET <br /> 05/15/2018 <br /> EXIT EXIT DESTINATION <br /> This drawing is: <br /> C BLDG OVERALL DIAGONAL 1.Copyright 2017 Dykeman,Inc. C <br /> 2.The Architect's Instrument of Professional Service. <br /> 3.For use on this project only.Obtain Architect's <br /> written permission for any other use or reproduction. <br /> EXITS DIAGONAL DISTANCE <br /> (MIN.1/3 OF BLDG OVERALL DIAGONAL, PROJECT <br /> PER IBC Section 1007.1.1 Exception 2) <br /> 2016-025 <br /> Occupancy <br /> c P A 2 MARK DATE DESCRIPTION <br /> Assumed <br /> NEW BUILDING EXISTING BUILDING B 1,/08/2017 Pricing Set <br /> HPEWORKS STATION 2 HOPEWORKS STATION <br /> 1 R-2 02I 0,2/SI201/2018 Permit Set <br /> 8 Bid Set <br /> STRAIGHT DISTANCE BETWEEN EXIT BPR 03/12/2018 BLDG Permit Revision <br /> ACCESSES=92'-8" S-1 <br /> 2 HR.WALLS AT EXTERIOR EXIT STAIRS <br /> S 2 <br /> PER 1027.6,1023.2 <br /> o --- � w A8.26 <br /> 3 HR WALL EXTERIOR BEARING WALLS <br /> 3 HR EXTERIOR WA ' <br /> PER TABLE 601 (TYP.) --- 4 <br /> I <br /> UP ---'� PER SECTION 706.6 I ° <br /> 2 HR WALLS AT ELEVATOR SHAFTS PER 713.4-- <br /> 1 HOUR ROOF ASSEMBLY <br /> PER IBC TABLE 601 <br /> B DIAGONAL DISTANCE=182'-0" B <br /> 182'-0"/3=60'-0" <br /> Il 1 HOUR FLOOR ASSEMBLIES •-A <br /> /� I PER IBC TABLE 601 <br /> 3 HOUR HORIZONTAL PRINCIPAL IN CHARGE:I TJJ <br /> BUILDING SEPARATION PROJECT MANAGER: MIS <br /> PER IBC 510.2 PROJECT ARCHITECT: MS <br /> 65'Zonin Ht Llmlt JOB CAPTAIN: GM <br /> i -------------------- ----- - -------------- ---------------------------------__----g--_---it <br /> 139'-11 5/8" <br /> � I <br /> PROPERTY LINE I ° ° ° ° _ Roo�f Plate <br /> 1BED Unit 2 BED Unit 126'-4" L1 <br /> 1 —� 1 1• si ; Type-13 — — Type-A Level <br /> - 118' <br /> 4 ¢u STUDIO Unit <br /> CS03 T _ 1BED Unit <br /> _ ^y Type-B — Ty' <br /> Level3 n <br /> 2:d16eD unit sruolo unit 10T-10" <br /> — TYPe B — Ty, <br /> Level 2 <br /> 4 <br /> COMMONS <br /> 2 69'-11 5/32" <br /> EXISTING " <br /> BLDG 1 U — — — —72'-1 21/32"1 <br /> ----- ------------------------ - �Avg.Grade Plane 74'-11 5l8" V AII(Alley) DRAWING <br /> 68'-0" <br /> 2 HOUR FLOOR ASSEMBLY <br /> — — — — — — — PER IBC TABLE 601 <br /> Exiting Diagrams - A <br /> Ac i <br /> Level 1 & Level P1 <br /> 2�Level P1 - Exit Diagram (�CS- Building Section Diagram <br /> DRAWING <br /> ¢ <br /> 2 3 4 5 6 <br />