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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 />