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WOOD JOISTS,WOOD I-JOISTS,FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A
MAXIMUM OR 24"O.C.WITH Z"WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT 24" O.C. MAX.
ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8d NAILS.THE WOOD STRUCTURAL PANEL
THICKNESS SHALL BE NOT LESS THAN NOMINAL z"NOR LESS THAN REQUIRED BY CHAPTER 23. DESCRIPTION: NOTES: 424o Architecture I n C
FLOOR OR ROOF CONSTRUCTION: ONE LAYER e"PROPRIETARY GYPSUM BOARD APPLIED PARALLEL TO ONE SIDE OF 2 X 4 WOOD STUDS GYPSUM ASSOCIATION FIRE
24"O.C.WITH 6d NAILS.11"LONG,.0915"SHANK,y"HEADS,7"O.C. RESISTANCE DESIGN MANUAL
BASE LAYER 8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24"O.C. GENERAL NOTES 11 AND 16 APPLY. 43-45 RIVA RIDGE LLC
WITH 1 "TYPES OR TYPE W DRYWALL SCREWS 24"O.C..FACE LAYER 8"TYPE X GYPSUM WALL OPPOSITE SIDE:ONE LAYER e"PROPRIETARY GYPSUM PANEL PRODUCT APPLIED PARALLEL TO STUDS 950 WINTER ST,#4600
BOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 WITH 6d COATED NAILS.1 e"LUNG..0915"SHANK.1,,"HEADS.7"O.C. WALTHAM, MA 02451
"TYPES OR TYPE W DRYWALL SCREWS 12"O.C.AT JOINTS AND INTERMEDIATE JOIST OR TRUSS.
FACE LAYER TYPE G DRYWALL SCREWS PLACE 2"BACK ON EITHER SIDE OF FACE LAYER END JOINTS, JOINTS STAGGERED 24"O.C.ON OPPOSITE SIDES.SOUND TESTED WITH 3 2"GLASS FIBER INSULATION OWNER MT.BELVEDERE 45 LLC
12"O.C. FRICTION FIT IN STUD SPACE.(LOAD BEARING).
950 WINTER ST,#4600
WALTHAM, MA 02451
HORIZONTAL ASSEMBLY - 1 HR RATED FULL HEIGHT PARTITION - 1 HR RATED, STC: 50-54 ARCHITECT 4240 ARCHITECTURE
IBC 2015 TABLE 721.1(3) - MINIMUM PROTECTION GYPSUM ASSOCIATION FILE NO.WP. 3246 3507 RINGSBY CT.STUITE 117
FOR FLOOR AND ROOF SYSTEMS, ITEM 21-1.1 FIRE TEST: UL R3660, 10CA25812, 8-17-10, UL DESIGN U309 DENVER,CO 80216
CIVIL ALPINE ENGINEERING.INC.
4 ENGINEER 34510 HIGHWAY 6 UNIT A-9
EDWARDS,CO 81632
LANDSCAPE SHERRY DORWARD
ARCHITECT P.O. BOX 3766
VAIL,CO 81658
STRUCTURAL MONROE NEWELL
ENGINEER 70 BENCHMARK RD.SUITE 204
4431t–Y– AVON,CO 81620
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1. EXISTING 1-HR HORIZONTAL ASSEMBLY AND OCCUPANCY MAX TRAVEL DISTANCE L J 1. EXISTING 1-HR HORIZONTAL ASSEMBLY AND OCCUPANCY MAX TRAVEL DISTANCE
SPRINKLER SYSTEM TO REMAIN AT SPRINKLER SYSTEM TO REMAIN AT \
BASEMENT LEVEL AND LEVEL 01 BASEMENT LEVEL AND LEVEL 01
2. EXISTING EXITS TO REMAIN UN ALTERED NON-SPRINKLERED SPRINKLERED 2. EXISTING EXITS TO REMAIN UN ALTERED NON-SPRINKLERED SPRINKLERED N N
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3. EXISTING RETAIL AND EGRESS EXITS TO M 200' 250' 3. EXISTING RETAIL AND EGRESS EXITS TO M 200' 250'
REMAIN UNALTERED REMAIN UNALTERED
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BASEMENT LEVEL FLOOR PLAN
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4. REFER TO A250 SERIES FOR HORIZONTAL OCCUPANCY 2 EXITS REQUIRED WHEN OCCUPANT LOAD >THAN 4. REFER TO A250 SERIES FOR HORIZONTAL OCCUPANCY 2 EXITS REQUIRED WHEN OCCUPANT LOAD >THAN - j:D
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ASSEMBLY LOCATIONS ASSEMBLY LOCATIONS
1 HR.RATED ASSEMBLY M 50 — 1 HR.RATED ASSEMBLY M 50
A\ A
04 PERMIT REVISIONS 2017-09-22
03 FOR CONSTRUCTION 2017-09-07
02 PERMIT REVISIONS 2017-08-25
01 BUILDING PERMIT ISSUE 2017-07-21
ISS.# DESCRIPTION DATE
PROJECT NO.: 21074.00
EGRESS PLAN
BASEMENT & LEVEL 1