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<br />Permit#: R160G-032
<br />Site Address: 1804 HEWITT AVE
<br />N Owner: NEW HEWITF/HODGES ASSOC ULC
<br />T,IELEVATORSHAFT NOTESt�?` Sheets I : Tenant: H®DGES
<br />1 App. Date: 6/W2_016
<br />ov Proposed Use: COMMERCIAL
<br />Description ELEVATOR & IIVTE IO'R STAIR -PHASE I
<br />10 AREAS OF I II�SINO � ISTIN� PLASTER FINI �i BALL 7. ELEVATOR SHAFT OPENINGS AT FLOORS 2 THROUGH S WO
<br />PATCHED WITH 1:2 GYPSUM SAND PLASTER, SMOOTH SHALL BE PROVIDED WITH 20 MINUTE RATED DOORS WITH S- Reviewed By: ���� � Date: ��ce/`����
<br />AND EVEN -WITH EXISTING FINISH, LABELS, AND AUTOMATIC CLOSING AND ACTUATED BY THE �' off ice sit a� Site Sir —Fire/Planning Set
<br />20 AT NEW WALLS AND PARTITIONS, SFF FOR GA FILE AUTOMATIC FIRE ALARM SYSTEM PROVIDED IN PHASE TWO. f.
<br />No. WP3510
<br />ll ll;�r
<br />3. POSTS L®CATS INSIDE STAIR AN® �LFVATOR SI�AFT _
<br />y t it McIrshal, ���� SHAD ��PARA��D FROG ��� CAVITi�� Y �/ � ��9�rll i � r �� �r� ���
<br />9t�t�:
<br />IEWED FOR PERMIT
<br />INCH GWB TYPE ` g Sprinkler
<br />4a DOORS AT TOP OF EACH STAIR SHALL BE 60 MINUTE �I� i 9�i
<br />SPRINKLER VALVES AND COMPONENTS �� � � � �
<br />m�&
<br />chaMUST BE MAINTAINEDAI' 40g RATED WITH S-LABELS. PROVIDE 100 SQ. IN. VISION 1..1 ra9 6 f � � 2 9
<br />P PANEL COMPLIANT WITH IBC SEC 716.2 AT EACH SAID ' I trl � f Q
<br />MINIMUM i PFRATURE PER NFPA 13
<br />1®
<br />DOOR, EXCEPT AT DOOR FROM BASEMEN TO IT FLOOR �� �t�V,t�
<br />5, DOORS MENTIONED IN ABOVE ITEM 4 SHALL BE A �49 uVIPLO "
<br />SEMI h HEATED SPACE AUTOMATIC CLOSING AND ACTUATED 0Y THE AUTOMATIC THESE DOCUMENTS HAVE NOT I E&q ,� �' ("s i y 0 '� � .s ti � ,
<br />APPROVED 1-OR THE ISSUANCE OF!% ��e� �, � `o . u "go �
<br />Future mechaniceil and/or tenant FIRE ALARM SYSTEM PROVIDED I PHASE TWO. PUBLIC ���7�.� MECHANICAL, FIRS �' � ��
<br />Improvement permit applications SUPPRESS!, '
<br />will require heating load ualculationS EXCEPTION: THE DOOR FROM THE BASEMENT TO TI#F �sT �UPPR��s i.. �, ELECTRICAL OR
<br />to verifythis will r rv� ih 8emi-hetad _ PLUMBING PERMITS R il At.ITO� �� ����
<br />FLOOR SHALL NOT R� ACTUATE® �Y THE FIRE ALARM 0;
<br />space. onditionled space will require �' 1 �
<br />additional envelop insulation In accordance SYSTEM, -ONLY SELF CLOSING
<br />with the Washington 85tato Energy Code.
<br />60 AN AUTOMATIC SPRINKLER SYSTEM ` THROUGHOUTTHE p��l n A � REQUIRED
<br />V.
<br />�
<br />BUILDIN SHALL RE PR
<br />OVIDED IN PHASE �� �N0��i'i
<br />COMPLY WITH IBC SEC 903,11
<br />These documents have not been reviewed for
<br />compliance with RCW 64o553 CONSTRUCTION �
<br />DEFECT DISPUTES -MULTIUNIT RESIDENTIAL
<br />BUILDINGS for any exterior work done to the buildih'
<br />The owner has the responsibility to identify the
<br />_4 scope of work to the building envelope and provide
<br />documentation to Everett Permit Services to meet
<br />o ' the requirements of this IawvJ3
<br />`","�;;a�,�. �at�.,�?`�� #��s•'�i^�Ye',�7�"�...r�'",�.u,�r�;styz:���.,,�.=„^�.,.��?'�•...v, a.�,�'.��.ra:�a����:� �,.�; ��-ate � ay_� ..F"'�-, _ .�.
<br />GA-600-2012 FIDE RESISTANCE DESIGN MANUAL g
<br />ALL,S INTERIOR A TITI ® uED
<br />�ff
<br />A FILE®, wP 3�1�® ������ ®u 3� t®� ETC
<br />GYPSU 6ALLSOARD, WOOD STUDS
<br />SoU D
<br />One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right
<br />angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.0915"
<br />shank, 1/4" heads, 7' o.c.
<br />Joints staggered 24" on opposite sides. (LOAD -BEARING)
<br />A, s�t:v
<br />Thickness: 47/8"
<br />Approx. Weight: 7 psf
<br />Fire Test: UL R3501-47, -48, 9-17-E
<br />UL Design U309;
<br />UL R1319-129, 7-22-70,
<br />UL Design U314
<br />Sound Test: NGC 2404, 10-14-70
<br />GA FILE NO. ^ P 3644 GENERIC I HOUR
<br />GYPSUM WALLBOARD, WOOD STUDS, FIRE
<br />MINERAL FIBER INSULATION
<br />One layer 5/a" type X gypsum wallboard applied at right angles to each side of 2 x 4 wood_ -
<br />studs 16" o.c. with 2114" Type S or W d 1 yp drywall screws 12" o.c, 3 /z" mineral fiber i+, r�
<br />insulation, nominal 2.5 pcf, friction fit in stud space. f V `:
<br />Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides. il' ;t
<br />Tested at 2,578 Ibs per stud or 100 percent of design load. (LOAD -BEARING) --
<br />Thickness: 43/4"
<br />Approx. Weight: 7.5 psf
<br />Fire Test: ITS J20-06170.1, 4-00
<br />CODE ANALYSIS:
<br />1, Building and fire codes: See (Vote 4 on Sheet 1
<br />2. Occupancy and Floor Area: (All existing and unchanged)
<br />Basement- 833 sf U 300 sf/occ 3 occupants
<br />1St Floor - 2,268 A2 15 152
<br />21772 B 100 28
<br />Mezzanine- 1,096 B 100 11
<br />2nd Floor- 292 U 300 1
<br />41774 2 200 24
<br />3rd Floor- 5,066 R2 200 26
<br />4t" Floor- 51066 R2 200 2
<br />5t" Floor- 5,066 R2 200 26
<br />Elev Control Rm
<br />(at roof top)- 176 U 300 1
<br />3. Type of Construction: See Note 2 on Sheet 1
<br />4. Location on Property:
<br />North- 0 feet
<br />East- 0/5
<br />South- 5/29
<br />West- 0
<br />5. Height and Number of Stories:
<br />74 feet above the sidewalk at corner of Rockefeller and Hewitt
<br />5 stories (not including the elevator control room at roof)
<br />6. Fire Sprinkler System: See Note 3 on Sheet 1
<br />7. Egress: See report y Aegis Engineering, Fire Protection
<br />Consultant
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