IF THESE SHEETS ARE NOT 24"X 36"THEN DRAWING IS NOT TO SCALE.
<br /> Il
<br /> GOVERNING CODES FIRE SEPARATION DISTANCES ENERGY CODE REQUIREMENTS FIRE RESISTIVE ASSEMBLIES
<br /> PER CITY OF EVERETT MUNICIPAL CODE PER CITY OF IBC SECTION 705 2015 WASHINGTON STATE ENERGY CODE: PRESCRIPTIVE PATH HEAT(GAS) O
<br /> 2015 INTERNATIONAL BUILDING CODEI 1. )(X FIRE RESISTIVE ASSEMBLY INFORMATION IS INDICATED ON THE WALL
<br /> 24" D. PROJECTION ASSEMBLY SHEETS. WALL TYPES ARE TAGGED IN THE FLOOR PLANS.
<br /> IROOF INSULATION: U-0.027 (PROVIDE R-38 RIGID) <«A 0A, ANJ
<br /> CITY OF EVERETT ZONING ORDINANCES -- - WALL INSULATION: U-0.054 (PROVIDE R-21) 2. MARKING AND IDENTIFICATION (SBC 703.6): FIRE WALLS, FIRE BARRIERS, FIRE
<br /> - - -- - A PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL
<br /> PERIMETER INSULATION AT SLAB EDGE: �._ F-0.54 (PROVIDE R-10) REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE
<br /> 2015 INTERNATIONAL FIRE CODE
<br /> I MISS II i ; 1 I FLOOR INSULATION (OVER PATIO): R-30 EFFECTIVELY& PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING.
<br /> I ' i ' . 1 WINDOW FENESTRATION VALUES: SUCH IDENTIFICATION SHALL:
<br /> 2012/ECC INTERNATIONAL ENERGY CONSERVATION CODE i ALUMINUM STOREFRONT: MINIMUM REQUREMENTS A. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES,
<br /> I �' - BASIS OF DESIGN - KAWNEER TRIFAB 451 UT B. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZONTALLY
<br /> 2015 WASHINGTON STATE ENERGY CODE - �)V .. � _ SHGC = ..40 TO .64 SEE CALC AND ORIENTATION ALONG THE PARTITION;AND
<br /> . yi _ I C. INCLUDE LETTERING NOT LESS THAN 0.5 INCH IN HEIGHT
<br /> - �-- U VALUE = .35 FIXED
<br /> r okommipm. i ____ ( INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE
<br /> 2015 UNIFORM PLUMBING CODE I I I -- -, 1._-_---- VT = .42 BARRIER-PROTECT ALL OPENINGS," OR OTHER WORDING.
<br /> i
<br /> r ALUM FIXED WINDOWS: MINIMUM REQUIREMENTS
<br /> Milielitaiiiillit 1 -
<br /> 2015 INTERNATIONAL MECHANICAL CODE ' I-- C SHGC = .40 TO 0.53 SEE CALC AND ORIENTATION 2. FOR FIRE ASSEMBLIES NOTES AND DETAILS SEE SHEET A761.
<br /> Vitia !-- - I U VALUE = .37
<br /> 2015 NATIONAL FUEL GAS CODE - INCLUDING APPENDIX A I ` `'� . `�"}' -- - ----- I VT = .30 PROTECTION OF OPENINGS
<br /> �,
<br /> - j - (IBC TABLE 706 TO 710) 1=
<br /> 2014 NATIONAL ELECTRICAL CODE I - --F --- SEE ENERGY CODE PROJECT SUMMARY DOCUMENT FOR PRESCRIPTIVE COMPLIANCE CALL. SEE DOOR SCHEDULE SHEET A601 &WINDOW SCHEDULE SHEET A621 ww
<br /> 4 'Ati ___ 1 V
<br /> 2010 NFPA 13 FIRE SPRINKLERS } J - LIGHTING CONTROLS ARE SHOWN ON DRAWING E200 TYPE OF ASS MBLYWIND DOOR 06
<br /> z 1-
<br /> I G.C. TO PROVIDE SHELL WIRING FOR FUTURE AUTOMATIC OCCUPANCY SENSORS FIRE BARRIERS (SHAFTS, EXIT ENCLOSURES/PASSAGEWAYS): P W
<br /> 2010 NFPA 72 FIRE ALARM 1 HOUR 1 HOUR 3!4 HOUR a
<br /> ' U F.- 8
<br /> 2009 ICC/ANSI A117.1 I III ! i I 1 ; I , I FIRE BARRIERS (OTHER): w O
<br /> I I i i 1 1 I 1 1 HOUR 45 MIN. 45 MIN. o w _
<br /> a v
<br /> I
<br /> 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br /> #4-1 ._____Nt_. _ ______ _ - - '-- - - - - - FIRE PARTITIONS (ELEVATOR LOBBY): 1/3 HOUR 1/3 HOUR
<br /> w o
<br /> CLASSIFICATION OF PROPOSED OCCUPANCIES ELEVAT®RS, FIRE PARTITIONS (OTHER): 3/4 HO R /4 H o
<br /> FIRE SEPARATION DISTANCES U 3 OUR �,
<br /> (PER IBC SECTION 302 AND TABLE 1004.1,2) ELEVATOR SHALL COMPLY WITH EMERGENCY OPERATION AND SIGNALING DEVISE REQUIREMENTS OF 1 HOUR
<br /> USE DESCRIPTION CLASS (SEC 302) OLF (1004.1.2) SEC. 2.27 OF ASME A17.1 PER SEC. 1007.4. SMOKE BARRIER (FIRE SERVICE ACCESS ELEV. LOBBY): 3/4 HOUR 3/4 HOUR
<br /> 1 HOUR
<br /> REt�UIREMENTS FOR EXTERIOR WALLS
<br /> RESTAURANT A-2 15 NSF/OCCUPANT (BASED ON FIRE SEPARATION DISTANCE - PER IBC TABLE 705 1 OUR ELEVATOR SHALL BE PROVIDED WITH STANDBY POWER PER CHAPTER 27 AND CHAPTER 30. SMOKE BARRIER (OTHER): 1/3 HOUR 3/4 HOUR
<br /> ,8) _
<br /> SOUND TRANSMISSION (SEC. 1207) V Y Y Y Y V V v 1 ! DRAWN BY: KL
<br /> LOBBY, OFFICES, SALON, B 100 GSF/OCCUPANT EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE BETWEEN 10' AND 30' ARE REQUIRED TO AIR-BORNE SOUND STC 50 MINIMUM
<br /> HAVE ONE-HOUR RATING. PROJECT NORTH EXTERIOR WALL IS WITHIN THIS DISTANCE. SEE SITE STRUCTURE-BORNE SOUND 1LC 50 MINIMUM SILVER PLAZA RETAIL-WALL AREAS I CHECK: LJ
<br /> SEE SHEETS G201 FOR DETAILED EXITING, OCCUPANCY AND SEPARATIONS ANALYSIS DIAGRAM ABOVE. ENVELOPE COMPONENTS NORTH EAST SOUTH WEST TOTAL
<br /> &--„,..,,,,,,._c
<br /> TOTAL WALL AREA 1,868 S.F. 2,844 S.F. 1,868 S.F. 2,844'S.F. 9,424 S.F. NOTES:
<br /> PROTECTION OF OPENINGS OPAQUE DOOR AREA 63 S.F. 0 S.F. 0 S.F. 0 S.F. 63 S.F.
<br /> PROPOSED CONSTRUCTION TYPESWINDOW AREA/STOREFRONT 252 S.F. 783 S.F. 504 S.F. 746 S.F. 2,284 S.F. I PLOT DATE: 7/20/2017 1:05'51 PM
<br /> (PER IBC TABLE 602) PLUMBING FIXTURE CALCULATIONS: �` NET WALL AREA 1,616 S.F. 2,061 S.F. 1,364 S.F. 2,098 S.F. 7,140 S.F.
<br /> (PER IBC SECTION 302) �/ 1(PER IBC TABLE 2902.1) ( GLAZING/TOTAL WALL AREA 13.49 % 27.51 % 26.97 96 26.23 % 24.2 % JOB NO:
<br /> > � 5215
<br /> UNPROTECTED OPENINGS TOTALING LESS THAN 45% OF WALL AREA ARE ALLOWED AT EXTERIOR
<br /> TYPE OCCUPANCIES HOUSED SPRINKLERS LOCATION WALLS WITH FIRE SEPARATION DISTANCE BETWEEN 10' AND 30'. PROJECT NORTH EXTERIOR i, LEVEL 1 AREA LOAD FACTOR OCCUPANTS
<br /> WALL HAS UNPROTECTED OPENINGS REPRESENTING 17% OF THE EXTERIOR WALL AREA. SEE 2 GROUP A-2 RESTAURANT 2859 SF 15 SF PER OCCUPANT 192 TOTAL - I
<br /> k44Pia ,k `
<br /> V-B B, A-2 YES (903.3.1) (2) STORIES ELEVATION DIAGRAM BELOW. z p GROUP B BUSINESS 3560 SF 100 SF PER OCCUPANT 36 TOTAL
<br /> o '9 LEVEL 1 TOTAL OCCUPANTS 227 TOTAL ill lif
<br /> .Q = CEILING/ROOF AREA 7,826 S.F.
<br /> PROJECTIONS
<br /> V
<br /> J < LEVEL 2 AREA LOAD FACTOR OCCUPANTS
<br /> iiii f t
<br /> ALLOWABLE BUILDING HEIGHT & FLOOR AREA (PER IBC TABLE705.2) GROUPB - OFFICE SPACE 7217SF 100SF PER OCC. 73 TOTAL
<br /> ti Or
<br /> (PER IBC TABLES 504.3, 504.4 AND 506.2) LEVEL 2 TOTAL OCCUPANTS 73 TOTAL "e4` ``4+
<br /> PROJECTIONS ARE ALLOWED 40 INTO 10.9 FIRE SEPARATION DISTANCE.
<br /> GROUP A-2 OCCUPANCY: NOTES:INSULATED WALL AREAS CALCULATED TO TOP PLATE
<br /> PROPOSED PROJECTIONS ARE 24" DEEP. SEE ELEVATION DIAGRAM BELOW.
<br /> TYPE V-B: HEIGHT IN FEET HEIGHT IN STORIES AREA(SF) 1 TOILET PER 75 OCCUPANTS SERVED Jensen Fey
<br /> es..
<br /> A-2 60 2 24,000 F
<br /> Z (DIVIDED EQUALLY BETWEEN MALE & FEMALE OCCUPANTS) MAX GLAZING ALLOWED FOR PERSCRIPTIVE METHOD IS 30% OF INSULATED WALL AREA-THEREFORE PRESCRIPTIVE Ii Architecture and Planning
<br /> B 60 3 27,000 L' ILI 1 LAVATORY PER 200 OCCUPANTS SERVED PATH IS BEING USED
<br /> CC m 7730 LEARY WAY NE
<br /> ACTUAL AREA: SEE "PROPOSED FLOOR AREAS" THIS SHEET I- c �/`-,�� �___Y-�,/�� _/-A�/'�J/ �/ REDMOND,WA 98052
<br /> J TEL:425.216.0320 FAX:425.216.0329
<br /> LL 5 GROUP B OCCUPANCY:
<br /> w 1 TOILET PER 25 FOR FIRST 50 OCCUPANTS (DIVIDED EQUALLY BETWEEN GENDERS) ,
<br /> MIXED OCCUPANCIES 7
<br /> 24" DEEP ce THEN PROVIDE 1 TOILET PER 50 OCCUPANTS AFTER FIRST 50 I®
<br /> PROJECTION 1 LAVATORY PER 40 FOR FIRST 80 OCCUPANTS (DIVIDED EQUALLY BETWEEN GENDERS) LU
<br /> (PER IBC SECTION 508.3) I , _____1 THEN PROVIDE 1 LAVATORY PER EVERY 80 OCCUPANTS ABOVE FIRST 80 CO
<br /> 8 WINDOWS = 140 SF
<br /> GROUND FLOOR OCCUPANCIES = A-2 & B TOILETS LAVS SERVICE SINK
<br /> SECOND FLOOR OCCUPANCY = B `� 2 PER GENDER 1 PER RESTROOM 1 REQ'D.
<br /> i . _-� '
<br /> 310
<br /> A-2 IS MOST RESTRICTIVE USE. 1 -- o ' ` NO
<br /> ` 1 WINDOWS= 117 SF CD W0 �_ ; z TOILETS LAVS SERVICE SINK CV CL
<br /> BUILDING FALLS UNDER A-2 HEIGHT &AREA LIMITS, -- - _ : , 3 DOORS =72 SF o 3 PER GENDER 1 PER RESTROOM 1 REQ'D. CO
<br /> 329 SF TOTAL OPNGS W < LL)
<br /> THEREFORE, TREAT AS NON-SEPARATED OCCUPANCIES. co ¢
<br /> NORTH WALL OPENINGS & PROJECTIONS o 0 1 UNISEX 9 IN UNISEX 0Q
<br /> PROPOSED FLOOR AREASLL
<br /> (GROSS FLOOR AREA, PER IBC TABLE 506.2) Q ---/ 0
<br /> FLOOR CONST. GROSS FLOOR AREA: EXTERIOR COVERED TOTAL BUILDING AREA: TOTAL ALLOWABLE REQUIRED FIRE-RESISTIVITY RATINGS SPECIAL INSPECTIONS: I Z LU
<br /> LEVEL TYPE AREA: FLOOR AREA: Ct
<br /> SECOND V B 7,851 0 7,851 SF (TABLES 601 & 602 UNLESS NOTED OTHERWISE) Q > <C
<br /> 1. REFER TO STRUCTURAL FOR REQUIRED SPECIAL INSPECTIONS.
<br /> FIRST** 7,562 336 7,898 SF 2. ALL CONSTRUCTION OR WORK SHALL BE SUBJECT TO INSPECTION AND SHALL REMAIN LLI
<br /> TOTAL 15,749 SF 24,00o SF MINIMUMS FOR CONSTRUCTION TYPE V-B ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES UNTIL APPROVED.
<br /> - (FULLY SPRINKLERED PER SECTION 903.3,1.1): N , , , 2
<br /> **INCLUDES COVERED OUTDOOR PATIO
<br /> W U) CO
<br /> ' PRIMARY STRUCTURAL FRAME: 0 HR Lii LLI
<br /> BEARING WALLS, INTERIOR: 0 HR
<br /> BEARING WALL, EXTERIOR: 0 HR N
<br /> Q i 0
<br /> SEE SHEETS G201 FOR OCCUPANCY CALCULATIONS, TRAVEL EXTERIOR WALLS WITH FSD BETWEEN 10' AND 30' 1 HR �-- 0
<br /> DISTANCES AND SEPARATION OF EXITS. V- Z
<br /> W a
<br /> FLOOR CONSTRUCTION (INCLUDING SECONDARY MEMBERS) 0 HR , > _.IROOF CONSTRUCTION (INCLUDING SECONDARY MEMBERS) 0 HR J
<br /> U) O CO
<br /> SHAFT CONSTRUCTION: 1 HR FIRE BARRIER
<br /> ELEVATOR SHAFT CONSTRUCTION: 1 HR FIRE BARRIER
<br /> '=I-Cf T:
<br /> EXIT STAIR ENCLOSURE: 1 HR FIRE BARRIER
<br /> G200
<br /> i
<br />
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