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Home My WebLink AboutB14-0042 B14-0043 B14-0044 B14-0045 REV1 plans approvedAPPROVED FOR: BIDDING PERMIT APPLICATION CONSTRUCTION PROJECT LOCATION PROJECT LOCATION SYMBOLS AND CONVENTIONS ROOM NAME 101 150 SF ROOM NAME ROOM NUMBER ROOM AREA IN SQ FEET(OPTIONAL) 999 View Name SCALE: 1/8" = 1'-0" /1 A101 1tm A101 1 1 1 1 11 11 A101 1 Ref 1Re f 1 Ref 1Re f 0 00 0 00 1254B 1 1tm ROOM NAME 101 150 SF Space Name 101 Volume R @ 7 1/2"20 1tm NORTH ARROW PLAN DETAIL REFERENCE DRAWING NUMBER ON SHEET SHEET NUMBER ON WHICH DRAWING WILL BE FOUND SECTION DETAIL REFERENCE DRAWING NUMBER ON SHEET SHEET NUMBER ON WHICH DRAWING WILL BE FOUND WALL SECTION DETAIL REFERENCE DRAWING NUMBER ON SHEET SHEET NUMBER ON WHICH DRAWING WILL BE FOUND EXTERIOR ELEVATION TAG REFERENCE DRAWING NUMBER ON SHEET SHEET NUMBER ON WHICH DRAWING WILL BE FOUND INTERIOR ELEVATION TAG REFERENCE DRAWING NUMBER ON SHEET SHEET NUMBER ON WHICH DRAWING WILL BE FOUND DRAWING IDENTIFICATION DRAWING NAME DRAWING SCALE ON SHEET DRAWING NUMER SPOT ELEVATIONS ELEVATION - NEW CONSTRUCTION ELEVATION - EXISTING CONDITIONS COLUMN GRIDS COLUMN LINE LETTER OR NUMBER - NEW CONSTRUCTION COLUMN LINE LETTER OR NUMBER - EXISTING CONDITIONS ELEVATION MARKERS LEVEL BEING MARKED - NEW CONSTRUCTION LEVEL BEING MARKED - EXISTING CONDITIONS ELEVATION OF LEVEL - NEW CONSTRUCTION @ DATUM ELEVATION OF LEVEL - EXISTING CONDITIONS @ DATUM LEVEL BEING MARKED - NEW CONSTRUCTION ELEVATION OF LEVEL - NEW CONSTRUCTION @ DATUM ITEM TAGS SPACE NAME (SHOULD MATCH ROOM NAME) SPACE NUMBER (SHOULD MATCH ROOM NUMBER) SPACE VOLUME IN CUBIC FEET (OPTIONAL) ROOM TAG SPACE TAG 12 COMMON AREA DOORS (ROOM # / DOOR ID) DOOR TAGS UNIT INTERIOR DOORS WINDOW TAG - EXTERIOR / INTERIOR WALL SYSTEM TAG FLOOR SYSTEM / ROOF SYSTEM TAGS A1 SUPPLEMENTAL REFERENCE STAIR TAG -- RISER COUNT AT RISER HEIGHT REVISION TAG BATHROOM ACCESSORY TAG - SEE SCHEDULE 32im RIGID INSULATION BATT INSULATION EXISTING TO BE REMOVED IN PLAN, SECTION, OR DETAIL WOOD ROUGH WOOD FINISH MASONRY - BRICK MASONRY - CMU CONCRETE EARTH MORTAR / GROUT STEEL GRAVEL PORUS FILL LOOSE / BLOWN IN INSULATION SHEATHING GLASS SURFACE NEW WORK IN PLAN, SECTION, OR DETAIL EXISTING TO REMAIN IN PLAN, SECTION, OR DETAIL TEMPORARY WORK IN PLAN, SECTION, OR DETAIL GORMAN & COMPANY, INC.PROJECT DEVELOPER 200 NORTH MAIN STREET OREGON, WI 53575 VOICE (608) 835-3900 GORMAN & COMPANY, INC ARCHITECT OF RECORD BERGLUND ARCHITECTS, LLC DESIGN ARCHITECT P.O. BOX 2378 EDWARDS, CO 81632 VOICE: (970) 926-4301 CIVIL CONSULTANT CIVIL ALPINE ENGINEERING, INC. P.O. BOX 97 EDWARDS, CO 81632 VOICE: (970) 926-3373 STRUCTURAL ENGINEER STRUCTURAL PLUMBING MECHANICAL BEN MARSHALL, AIA 200 NORTH MAIN STREET OREGON, WI 53575 VOICE (608) 835-6339 MARTIN/MARTIN 255 MAIN STREET UNIT C101 EDWARDS, CO 81632 VOICE: (970) 926-6007 ELECTRICAL GORMAN GENERAL CONTRACTORS, LLC GENERAL CONTRACTOR R.A. NELSON & ASSOCIATES, INC.CONSTRUCTION CONSULTANT P.O. DRAWER 5400 51 EAGLE ROAD #2 AVON, CO 81620 VOICE: (970) 949-5152 200 N. MAIN STREET OREGON, WI 53575 VOICE: (608) 835-5573 PLUMBING ENGINEER BEAUDIN GANZE 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 VOICE: (970) 949-6108 MECHANICAL ENGINEER BEAUDIN GANZE 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 VOICE: (970) 949-6108 ELECTRICAL ENGINEER BEAUDIN GANZE 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 VOICE: (970) 949-6108 WRIGHT & COMPANY, INC.PROJECT DEVELOPER P.O. BOX 7270 AVON, CO 81620 VOICE: (970) 748-7577 LANDSCAPINGLANDSCAPE ARCHITECT DENNIS ANDERSON PO BOX 1387 EDWARDS,C O 81632 VOICE: (970) 390-3745 Sheet No. Sheet Title D C B A 12345 D C B A 12345 REAL ESTATE DEVELOPMENT & MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date: Project No. Drawn by: Consultant Seal Issue Date: 9/23/2014 9:49:19 AM G101 PROJECT COVER LI O N ' S R I D G E AP A R T M E N T H O M E S 12 6 5 N . F r o n t a g e R o a d W e s t To w n o f V a i l , C O 8 1 6 5 7 14LION-00-01 dmk 2014.03.14 LION'S RIDGE APARTMENT HOMES 1265 NORTH FRONTAGE ROAD WEST TOWN OF VAIL, CO 81657 PROJECT DIRECTORY VICINITY MAP LOCATION MAP SHEET INDEXLEGEND NO.SHEET NAME Current Date A141BLDG 4 F1 & F2 PLANS2014.08.04 A142BLDG 4 F3 & ROOF PLANS2014.08.04 A143BLDG 4 ELEVATIONS2014.08.04 A144BLDG 4 BUILDING SECTIONS2014.04.10 A201WINDOW ELEVATIONS & SCHEDULE2014.04.10 A301WALL SECTIONS2014.04.29 A401ENLARGED SCALE UNIT PLANS2014.04.10 A402ENLARGED SCALE UNIT PLANS2014.04.10 A403ENLARGED SCALE STAIR PLANS2014.04.10 A501ARCHITECTURAL DETAILS2014.08.04 A502ARCHITECTURAL DETAILS2014.04.10 A503ACCESSIBILITY NOTES & DETAILS2014.04.10 A504ACCESSIBILITY DETAILS2014.04.10 A601SCHEDULES - COMMON AREA DOORS2014.08.04 A602SCHEDULES - ROOM FINISHES2014.08.04 MECHANICAL M000MECHANICAL COVER SHEET2014.04.10 M001MECHANICAL SCHEDULES2014.04.10 M100SITE MECHANICAL PLAN2014.04.10 M111BLDG 1 - F1 & F2 MECHANICAL PLANS2014.04.10 M112BLDG 1 F3 & ROOF MECHANICAL PLANS2014.04.10 M121BLDG 2 F1 & F2 MECHANICAL PLANS2014.04.10 M122BLDG 2 F3 & ROOF MECHANICAL PLANS2014.04.10 M131BLDG 3 F1 & F2 MECHANICAL PLANS2014.04.10 M132BLDG 3 F3 & ROOF MECHANICAL PLANS2014.04.10 M141BLDG 4 F1 & F2 MECHANICAL PLANS2014.04.10 M142BLDG 4 F3 & ROOF MECHANICAL PLANS2014.04.10 M401UNIT MECHANICAL AND PLUMBING PLAN 2014.04.10 M402UNIT MECHANICAL AND PLUMBING PLAN 2014.04.10 M501MECHANICAL DIAGRAMS2014.04.10 M502MECHANICAL DIAGRAMS2014.04.10 M601W & V ISOMETRICS2014.04.10 M602W & V ISOMETRICS2014.04.10 ELECTRICAL E000ELECTRICAL COVER SHEET2014.08.04 E001ELECTRICAL SCHEDULES2014.04.10 E100SITE ELECTRICAL PLAN2014.04.10 E111BLDG A F1 & F2 ELECTRICAL PLANS2014.04.10 E112BLDG A F3 & ROOF ELECTRICAL PLANS2014.04.10 E121BLDG B F1 & F2 ELECTRICAL PLANS2014.04.10 E122BLDG B F3 & ROOF ELECTRICAL PLANS2014.04.10 E131BLDG C F1 & F2 ELECTRICAL PLANS2014.04.10 E132BLDG C F3 & ROOF ELECTRICAL PLANS2014.04.10 E141BLDG D F1 & F2 ELECTRICAL PLANS2014.04.10 E142BLDG D F3 & ROOF ELECTRICAL PLANS2014.04.10 E401ELECTRICAL DIAGRAM2014.04.10 E402ELECTRICAL DIAGRAM2014.04.10 E501ELECTRICAL ONE-LINE DIAGRAM2014.04.10 E502ELECTRICAL DIAGRAMS2014.04.10 E503ELECTRICAL LOAD CALCS/SCHEDULES2014.04.10 E504ELECTRICAL PANEL SCHEDULES2014.04.10 E601FIRE ALARM & COMM. DIAGRAMS2014.04.10 NO.SHEET NAME Current Date STRUCTURAL S-001GENERAL NOTES2014.08.01 S-002GENERAL NOTES2014.08.01 S-003QUALITY ASSURANCE NOTES2014.08.01 S-004QUALITY ASSURANCE NOTES2014.08.01 S-110BLDG 1 FOUNDATION PLAN2014.08.01 S-111BLDG 1 F2 PLAN2014.08.01 S-112BLDG 1 F3 PLAN2014.08.01 S-113BLDG 1 ROOF PLAN2014.08.01 S-120BLDG 2 FOUNDATION PLAN2014.08.01 S-121BLDG 2 F2 PLANS2014.08.01 S-122BLDG 2 F3 PLAN2014.08.01 S-123BLDG 2 ROOF PLAN2014.08.01 S-130BLDG 3 FOUNDATION PLAN2014.08.01 S-131BLDG 3 F2 PLAN2014.08.01 S-132BLDG 3 F3 PLAN2014.08.01 S-133BLDG 3 ROOF PLAN2014.08.01 S-140BLDG 4 FOUNDATION PLAN2014.08.01 S-141BLDG 4 F2 PLAN2014.08.01 S-142BLDG 4 F3 PLAN2014.08.01 S-143BLDG 4 ROOF PLAN2014.08.01 S-150ENTRY PARTIAL PLANS2014.08.01 S-151ENTRY ELEVATION2014.08.01 S-152DECK PARTIAL PLANS2014.08.01 S-161MAINT BLDG & DUMPSTER ENCLOSURE2014.08.01 S-162EXTERIOR STAIR & MONUMENT SIGNAGE 2014.08.01 S-300CONCRETE DETAILS2014.08.01 S-301CONCRETE DETAILS2014.08.01 S-302FOUNDATION DETAILS2014.08.01 S-303FOUNDATION DETAILS2014.08.01 S-400TYP MASONRY DETAILS2014.08.01 S-600TYPICAL WOOD FRAMING DETAILS2014.08.01 S-601TYPICAL WOOD FRAMING DETAILS2014.08.01 S-602TYPICAL WOOD FRAMING DETAILS2014.08.01 S-610FLOOR DETAILS2014.08.01 S-611FLOOR DETAILS2014.08.01 S-612FLOOR DETAILS2014.08.01 S-620ROOF DETAILS2014.08.01 S-621ROOF DETAILS2014.08.01 S-622ROOF DETAILS2014.08.01 S-623ROOF DETAILS2014.08.01 ARCHITECTURAL A111BLDG 1 F1 & F2 PLANS2014.04.10 A112BLDG 1 F3 & ROOF PLANS2014.08.04 A113BLDG 1 ELEVATIONS2014.04.10 A114BLDG 1 BUILDING SECTIONS2014.04.10 A121BLDG 2 F1 & F2 PLANS2014.04.10 A122BLDG 2 F3 & ROOF PLANS2014.08.04 A123BLDG 2 ELEVATIONS2014.04.10 A124BLDG 2 BUILDING SECTIONS2014.04.10 A131BLDG 3 F1 & F2 PLANS2014.04.10 A132BLDG 3 F3 & ROOF PLANS2014.08.04 A133BLDG 3 ELEVATIONS2014.04.10 A134BLDG 3 BUILDING SECTIONS2014.04.10 NO.SHEET NAME Current Date GENERAL G101PROJECT COVER2014.08.04 G102PROJECT INFORMATION2014.04.10 G102aBLDGS 1 & 2 EGRESS PLANS2014.04.10 G102bBLDGS 3 & 4 EGRESS PLANS2014.04.10 G103BUILDING SYSTEMS2014.04.29 SURVEY / MAPPING 1 of 5ALTA SURVEY2014.07.31 2 of 5ALTA SURVEY2014.07.31 3 of 5ALTA SURVEY2014.07.31 4 of 5ALTA SURVEY2014.07.31 5 of 5ALTA SURVEY2014.07.31 SITE AS101ARCHITECTURAL SITE PLAN2014.04.10 AS102MAINT. BLDG & DUMPSTER ENCLOSURE2014.04.10 AS103EXTERIOR STAIR & MONUMENT SIGNAGE 2014.04.10 CIVIL C1.00CIVIL COVER SHEET2014.08.04 C1.01EXISTING CONDITIONS PLAN2014.08.04 C1.02EXISTING CONDITIONS PLAN2014.08.04 C1.03SITE PLAN2014.08.04 C1.04GEOMETRIC LAYOUT AND SIGNAGE PLAN 2014.08.04 C1.05GEOMETRIC LAYOUT AND SIGNAGE PLAN 2014.08.04 C2.01GRADING PLAN2014.08.04 C2.02GRADING PLAN2014.08.04 C2.03SOIL NAIL WALL GEOMETRIC PLAN & PROFILE 2014.08.04 C2.04BUILDING SECTIONS2014.08.04 C2.05BUILDING SECTIONS2014.08.04 C3.01STORM SEWER PLAN2014.08.04 C3.02STORM SEWER PLAN2014.08.04 C3.03STORM SEWER PROFILES2014.08.04 C3.04STORM SEWER PROFILES2014.08.04 C4.01UTILITY PLAN2014.08.04 C4.02UTILITY PLAN2014.08.04 C4.03UTILITY PROFILES2014.08.04 C5.01EROSION CONTROL PLAN2014.08.04 C6.01DETAILS2014.08.04 C6.02DETAILS2014.08.04 C6.03DETAILS2014.08.04 C6.04DETAILS2014.08.04 C6.05DETAILS2014.08.04 LANDSCAPE L-1LANDSCAPE COVER SHEET2014.09.12 L-2BLDG. 1 LANDSCAPE PLAN2014.03.14 L-3BLDG. 2 LANDSCAPE PLAN2014.03.14 L-4BLDG. 3 LANDSCAPE PLAN2014.03.14 L-5BLDG. 4 LANDSCAPE PLAN2014.03.14 L-6SITE LIGHTING PLAN2014.03.14 MATERIAL LEGEND DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Received By Carolyn Godfrey at 3:08 pm, Sep 24, 2014 B14-042 B14-0043 B14-0044 B14-0045 REV1 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Reviewed for Code Compliance Code: 2012 International Building Code (IBC) IT E M F R E Q U E N C Y S T A N D A R D PR I O R T O S T A R T O F W O R K CRITERIA - O B S E R V E P R E P A R A T I O N O F GR O U T S P E C I M E N S A N D / O R PR I S M S C--ASTM C1019 ASTM C1314 ST R U C T U R A L M A S O N R Y S P E C I A L INSPECTIONS (LEVEL 1) AT S T A R T O F W O R K - L O C A T I O N O F R E I N F O R C E M E N T , BO L T S A N D E M B E D M E N T S ---- - P R O P O R T I O N I N G O F S I T E - PR E P A R E D M O R T A R --VERIFY THE CONTRACTOR'S METHODS AND WORKMANSHIP ARE COMPLIANT.ACI 530.1 2.6A - M O R T A R J O I N T C O N S T R U C T I O N --ACI 530.1 3.3B - P L A C E M E N T O F R E I N F O R C I N G ST E E L ( B A R S , J O I N T RE I N F O R C I N G A N D T I E S ) EACH DAY OF WORKVERIFY TYPE, SIZE, BAR QUANTITY, LOCATION,SPACING, COVER, SPLICE LENGTH, SPLICE LOCATIONS, SURFACE CONDITION, SUPPORT AND SECURING. SEE STRUCTURAL CONCRETE TABLE INSPECTION ITEMS FOR WELDING, FIELD BENDING,COATED REINFORCING, AND MECHANICAL CONNECTORS.ACI 530.1 3.4 PR I O R T O G R O U T P L A C E M E N T - G R O U T S P A C E 100%VERIFY SPACE IS FREE OF MORTAR DROPPINGS AND DEBRIS, AND CLEANOUTS PROVIDED AS REQUIRED.-- - P L A C E M E N T O F B O L T S A N D EM B E D M E N T S EACH DAY OF WORKVERIFY TYPE, FINISH, DIAMETER, LENGTH,QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY GROUT SPACE AROUND ANCHORS IN FACE SHELL.-- - P L A C E M E N T O F G R O U T C--ACI 530.1 3.5 DU R I N G G R O U T P L A C E M E N T - C O L D W E A T H E R CO N S T R U C T I O N EACH DAY OF WORKREQUIRED WHEN AIR TEMPERATURE IS BELOW 40 °F.ACI 530.1 1.8C - H O T W E A T H E R CO N S T R U C T I O N EACH DAY OF WORKACI 530.1 1.8D - P R O P O R T I O N I N G O F S I T E - PR E P A R E D G R O U T P--ASTM C476 DU R I N G W O R K - S I Z E A N D L O C A T I O N O F MA S O N R Y E L E M E N T S EACH DAY OF WORK--ACI 530.1 3.3F - R E I N F O R C I N G S T E E L ( B A R S , JO I N T R E I N F O R C I N G A N D T I E S ) 100%VERIFY TYPE, SIZE, BAR QUANTITY, LOCATION,SPACING, COVER, SPLICE LENGTH, SPLICE LOCATIONS, SURFACE CONDITION, SUPPORT AND SECURING.ACI 530.1 3.4 - B O L T S A N D E M B E D M E N T S 100%VERIFY TYPE, FINISH, DIAMETER, LENGTH,QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY GROUT SPACE AROUND ANCHORS IN FACE SHELL.-- - M O R T A R J O I N T C O N S T R U C T I O N 100%--ACI 530.1 3.3BREQUIRED WHEN AIR TEMPERATURE IS ABOVE 90 °F . - A S S E M B L Y C O M P R E S S I V E ST R E N G T H ( f ' m ) --VERIFY PRECONSTRUCTION TESTING MEETS PROJECT REQUIREMENTS.-- ST R U C T U R A L M A S O N R Y S P E C I A L I N S P E C T I O N N O T E S : 1. I T E M S N O T E D A S F R E Q U E N C Y O F " E A C H D A Y O F W O R K " ARE TO BE OBSERVED AT LEAST 2 TIMES EACH DAY THAT MA S O N R Y C O N S T R U C T I O N I S I N P R O G R E S S . IT E M F R E Q U E N C Y S T A N D A R D C R I T E R I A STRUCTURAL MASONRY TESTING (LEVEL 1) DU R I N G W O R K - S E L F - C O N S O L I D A T I N G G R O U T SL U M P F L O W EACH TRUCK LOADASTM C1611VERIFY SLUMP FLOW AND VISUAL STABILITY INDEX (VSI). RE I N F O R C I N G S T E E L , B O L T S AN D E M B E D M E N T S - W E L D I N G ----PER STRUCTURAL STEEL TESTING ST R U C T U R A L M A S O N R Y TESTING NOTES: 1. S E E S P E C I F I C A T I O N F O R R E Q U I R E M E N T S O F P R E C O N S T RUCTION LOAD TESTS TO BE PERFORMED BY CONTRACTOR. IT E M F R E Q U E N C Y S T A N D A R D FR A M I N G CR I T E R I A - M E M B E R S A N D C O N N E C T I O N S P V E R I F Y S P E C I E S , G R A D E , S I Z E , L O C A T I O N , SP A C I N G , E N D B E A R I N G A N D E N D A T T A C H M E N T -- - B R I D G I N G A N D B L O C K I N G P -- - F I E L D C U T S A N D N O T C H E S P N O C U T S O R N O T C H E S P E R M I T T E D U N L E S S SP E C I F I E D O N T H E C O N S T R U C T I O N D O C U M E N T S -- - H O L D - D O W N P V E R I F Y T Y P E , S I Z E , L O C A T I O N , F A S T E N E R S , A N D AN C H O R A G E . -- SH E A T H E D D I A P H R A G M WO O D S P E C I A L I N S P E C T I O N S SH E A T H E D S H E A R W A L L - A T T A C H M E N T P V E R I F Y P A N E L S H E A T H I N G B O U N D A R Y , P A N E L ED G E , A N D F I E L D F A S T E N E R S A N D AT T A C H M E N T A T A L L E D G E S O F S H E A R W A L L -- - S P L I C I N G P NO S P L I C I N G O F S T R U C T U R A L M E M B E R S PE R M I T T E D U N L E S S S P E C I F I E D O N T H E CO N S T R U C T I O N D O C U M E N T S -- VE R I F Y I N S T A L L A T I O N A N D L O C A T I O N - P A N E L S H E A T H I N G P V E R I F Y T Y P E A N D T H I C K N E S S -- CO N N E C T I O N S - F A S T E N E R P V E R I F Y T Y P E , D I A M E T E R , L E N G T H , S P A C I N G , ED G E D I S T A N C E S , A N D U S E O F W A S H E R S . VE R I F Y H O L E D I A M E T E R F O R B O L T S . -- - M A N U F A C T U R E D W O O D CO N N E C T O R S A N D J O I S T HA N G E R S P V E R I F Y T Y P E , A L L C O NN E C T O R H O L E S F I L L E D WI T H P R O P E R F A S T E N E R S , A N D I N S T A L L A T I O N I N CO N F O R M A N C E W I T H I C C - E S R E P O R T IC C - E S R E P O R T - F L O O R / R O O F F R A M I N G P V E R I F Y F R A M I N G I S A L I G N E D O V E R A B E A R I N G ST U D W I T H I N P E R M I T T E D D I M E N S I O N -- - A T T A C H M E N T P V E R I F Y P A N E L S H E A T H I N G B O U N D A R Y , P A N E L ED G E , A N D F I E L D F A S T E N E R S A N D AT T A C H M E N T A T A L L E D G E S O F D I A P H R A G M . -- - P A N E L S H E A T H I N G P V E R I F Y T Y P E , T H I C K N E S S , P A N E L S I Z E A N D OR I E N T A T I O N . -- ME T A L P L A T E C O N N E C T E D WO O D T R U S S E S - C O N N E C T I O N S P V E R I F Y S I Z E , L O C A T I O N , T I G H T N E S S , A N D PR O P E R I N S T A L L A T I O N O F M E T A L P L A T E S , BO L T S , N A I L S , H O L D - D O W N S A N D A L L O T H E R CO N N E C T O R S O R O T H E R D E V I C E S -- - P E R M A N E N T B R A C I N G P V E R I F Y I N S T A L L A T I O N I N C O N F O R M A N C E T O AP P R O V E D S U B M I T T A L -- FI E L D G L U I N G S T R U C T U R A L WO O D C- - -- Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT 08.01.14CONSTRUCTION SET8/3/2014 10:13:16 PM S‐004QUALITY ASSURANCE NOTESLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 AuthorMASONRY SPECIAL INSPECTION WO O D S P E C I A L I N S P E C T I O N MASONRY TESTING DateIssue Description Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) DN DN A1 1 3 2A1 1 3 1 A1134 A1 1 3 3 5 A1 1 4 2 A1 1 4 1 A1 1 4 4 A1 1 4 3 A1 1 4 MO D E L 1 B E D R O O M 1 B A T H 13 0 1 A MO D E L 2 B E D R O O M 2 B A T H 13 0 2 D MO D E L 2 B E D R O O M 2 B A T H 13 0 3 C MO D E L 2 B E D R O O M 2 B A T H 13 0 4 D MO D E L 2 B E D R O O M 2 B A T H 13 0 5 C MO D E L 2 B E D R O O M 2 B A T H 13 0 6 D MO D E L 2 B E D R O O M 2 B A T H 13 0 7 C MO D E L 2 B E D R O O M 2 B A T H 13 0 8 E 1' - 0 " 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 6' - 9 " 8' - 1 1 / 2 " 6' - 9 " 11 ' - 6 " 5' - 1 1 " 10 ' - 3 1 / 2 " 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 6' - 9 " 8' - 1 1 / 2 " 6' - 1 1 1 / 2 " 11 ' - 6 " 16 ' - 0 " 15 5 ' - 1 " 8'-5 1/2"2'-10"22'-1 1/2"22'-1 1/2"2'-10"8'-5 1/2" 66'-10" 2'-10"8'-5 1/2"44'-3"2'-10"8'-5 1/2"66'-10" 10 ' - 6 1 / 2 " 5' - 1 1 " 13 ' - 8 1 / 2 " 9' - 4 1 / 4 " 8' - 2 3 / 4 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 8 " 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 2 3 / 4 " 8' - 2 3 / 4 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 8 " 15 5 ' - 1 " 5' - 6 1 / 2 " 5' - 0 " 4' - 0 " 6' - 8 1 / 2 " 3' - 0 " 4' - 6 " 9' - 6 " 3' - 7 " 2' - 8 1 / 2 " 7' - 0 " 4' - 0 " 4' - 0 " 13 ' - 4 " 4' - 0 " 4' - 0 " 7' - 0 " 2' - 8 1 / 2 " 3' - 7 " 9' - 3 1 / 2 " 3' - 7 " 2' - 8 1 / 2 " 7' - 0 " 4' - 0 " 5' - 4 " 5' - 4 " 6'-4"7'-9" 5' - 3 1 / 2 " 5' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2' - 7 1 / 2 " 3' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 3' - 0 " 2' - 7 1 / 2 " 5' - 6 1 / 2 " 3' - 4 " 4' - 0 " 12 ' - 7 " 4' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2' - 7 1 / 2 " 3' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 6' - 4 " 5' - 4 1 / 2 " 3' - 0 " E1 E1 E1 E1 E1 E1 E1 W5 W1 A W2 W1 A W5 13 0 8 C 13 0 8 B 13 0 8 A 13 0 6 A 13 0 7 A 13 0 5 A 13 0 7 C 13 0 7 B 13 0 5 B 13 0 5 C 13 0 4 C 13 0 4 A 13 0 4 B 13 0 3 A 13 0 3 B 13 0 3 C 13 0 1 B 13 0 1 C 13 0 1 A 13 0 2 A 13 0 2 B 13 0 2 C 13 0 6 C 13 0 6 B 8'-0"14'-1 1/2"12'-6"9'-7 1/2" 2'-10" 2'-10" 8'-5 1/2"2'-10" 8'-5 1/2"2'-10" 2'-10" 2'-10" 1 1 5 9 1 1 1 1 1 1 1 1 5 6 2 2 2 2 1 1 2 2 2 2 1 8 8'-6" 10 10 8'-6" ST A I R S 13 1 1 ST A I R S 13 1 0 42 " W A L L T Y P . SE E D E T A I L (1 1 / A 4 0 3 ) 42 " W A L L T Y P . SE E D E T A I L (1 1 / A 4 0 3 ) E4 E4 E4 E4 E4 E4 E4 E4 6'-6" 6'-6" 33 ' - 8 " 8" 7' - 5 1 / 2 " 8" 33 ' - 8 " 11 " 33 ' - 8 " 8" 7' - 5 1 / 2 " 8" 23 ' - 7 " 34 ' - 8 " 8" 3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 33 ' - 8 " 11 " 33 ' - 8 " 8" 3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 33 ' - 8 " E2 E2 E1 E2 E2 E2 E2 E2 E3 E3 E3 E3 E1 E2 E3 E2 E2 E2 E2 E2 E2 E2 E2 A4 0 3 3 Si m A5 0 1 4 W1 A W1 A W2 W1 A W5W5 W1 A A1 1 3 2A1 1 3 1 A1134 A1 1 3 3 5 A1 1 4 2 A1 1 4 1 A1 1 4 4 A1 1 4 3 A1 1 4 10 ' - 6 " 10 ' - 6 " OH 3'-10 1/4"7'-10 1/4"15'-0" OH 3'-0" 8'-3 1/2" OH 2'-0" 10'-3 1/2" 12 ' - 6 1 / 2 " 21 ' - 8 1 / 2 " 15 ' - 6 " 21 ' - 8 1 / 2 " 11 ' - 7 1 / 2 " 7' - 7 1 / 2 " 21 ' - 8 1 / 2 " 14 ' - 4 1 / 2 " 21 ' - 8 1 / 2 " 12 ' - 8 " 29'-8 1/2"20'-7 1/2" 21'-5 3/4" OH 3'-0" OH 3'-0"10'-3 1/2" 13'-3 1/2" 11 ' - 3 1 / 2 " 19 ' - 6 " 19 ' - 6 1 / 2 " 19 ' - 6 " 11 ' - 3 " 7' - 3 " 19 ' - 6 " 19 ' - 9 " 19 ' - 6 " 1' - 0 " OH 1' - 0 " 19 ' - 8 1 / 2 " OH 1' - 0 " OH3'-0"11'-0 1/4"15'-0"OH3'-0"7'-5 1/2"OH3'-0" OH 2' - 0 " OH 1' - 0 " 17 ' - 6 " OH 1' - 0 " 2' - 0 " 9'-0" 9'-0" 3" / 1'-0"4" / 1'-0" 3" / 1'-0"4" / 1'-0" 3" / 1'-0"4" / 1'-0" 3" / 1'-0"4" / 1'-0"9" / 1'-0"9" / 1'-0" 3" / 1'-0" 9" / 1'-0"9" / 1'-0" 3" / 1'-0" 9" / 1'-0"9" / 1'-0"3" / 1'-0" 9" / 1'-0"9" / 1'-0"3" / 1'-0" NO N C O M B U S T A B L E S H E A T H I N G NO P E N E T R A T I O N S @ R O O F NO N C O M B U S T A B L E S H E A T H I N G NO P E N E T R A T I O N S @ R O O F OV E R H A N G @ CE N T E R L I N E O F F I R E W A L L R2 R3 R2 R2 R2R3 R1 R2R1R1 R2 R2 R2 R2 R1 R1 R1 R1 4' - 0 " 4' - 0 " 3" / 1 ' - 0 " 3" / 1 ' - 0 " 3" / 1 ' - 0 " 13 ' - 1 " 13 0 ' - 1 0 2 7 / 3 2 " 12 8 ' - 1 0 2 7 / 3 2 " 12 9 ' - 7 7 / 8 " 12 7 ' - 7 7 / 8 " SN O W F E N C E , S E E SP E C I F I C A T I O N F O R E X A C T LO C A T I O N S A N D IN F O R M A T I O N SN O W F E N C E , S E E SP E C I F I C A T I O N F O R EX A C T L O C A T I O N S A N D IN F O R M A T I O N SNOW GUARDS, SEE SPECIFICATION FOR EXACT LOCATIONS AND INFORMATION OVERALL PLAN NOTES 1.SEE STRUCTURAL SHEETS FOR DIMENSIONS OF FOUNDATION WALLS & SLAB.2.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION 3.SEE EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR WALL TYPES AND FINISHES.4.STUD DEMISING (PARTY) WALLS ON THIS PLAN ARE DIMENSIONED TO CENTERLINE OF WALL U.N.O.5.ALL INTERIOR STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.6.SEE ENLARGED SCALE PLANS FOR 1/4" SCALE PLANS FOR UNITS & COMMON AREAS 7.ALL INTERIOR UNIT DOOR NUMBERS ARE LOCATED ON UNIT PLANS.8.DOOR LOCATIONS ARE DOOR WITDH PLUS 8 INCHES (4 INCHES EACH SIDE) TO ACCOUNT FOR TRIM U.N.O.9.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE 10.SEEE SHEET A602 FOR UNIT DOOR SCHEDULE & ROOM FINISH SCHEDULES1.ROOF PITCHES TO BE AS INDICATED 2.ALL VENT CAPS SHALL BE PREFINISHED METAL AND LOCATED TO REAR SIDES OF RIDGE. NO VISIBLE PVC VENT STACKS WILL BE PERMITTED -COORDINATE WITH HVAC AND PLUMBING CONTRACTORS FOR ALL ROOF PENETRATIONS 3.PAINT ALL ROOF MOUNTED ITEMS THAT ARE NOT PREFINISHED TO MATCH ROOF COLORS, INCLUDING PVC VENTS, ETC.4.CONTINUOUS SHINGLE OVER RIDGE VENT THROUGHOUT. VENT TO 1'-0"SHORT OF ROOF RIDGE END - 18 SQ. IN. FREE AREA PER LINEAL FT.5.TYPICAL VALLEY - PREFINISHED METAL W-FLASHING OVER ICE & WATER SHIELD. CONTOUR AT VALLEY 6.TYPICAL EAVE - ASPHALT SHINGLES OVER ICE & WATER SHIELD OVER PREFINISHED METAL GUTTER APRON 7.SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS,UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER.8.DOWNSPOUT LOCATIONS TO BE VERIFIED BY INSTALLER, ARCHITECT & SITE UTILITY CONTRACTOR- SEE SITE UTILITY PLAN FOR DOWNSPOUT UNDERGROUND DRAINAGE PLAN 9. PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION - TYPICAL.4' RATED ZONE - NON COMBUSTABLE SHEATHING -NO PENETRATIONS OF SHEATHING - ROOF &BUILDING FACES Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:15:43 PM A112BLDG 1 F3 & ROOF PLANSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 crd/dmk 2014.03.14 SCALE: 1/8" = 1'-0"1BLDG 1 - 3RD FLOORSCALE: 1/8" = 1'-0"2BLDG 1 - ROOF PLAN DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) DN DN A1 2 3 1 A1233 A1 2 3 2 A1 2 3 4 5 A1 2 4 3 A1 2 4 4 A1 2 4 1 A1 2 4 2 A1 2 4 MO D E L 1 B E D R O O M 1 B A T H 23 0 1 A MO D E L 2 B E D R O O M 2 B A T H 23 0 2 D MO D E L 2 B E D R O O M 2 B A T H 23 0 3 C MO D E L 2 B E D R O O M 2 B A T H 23 0 4 D MO D E L 2 B E D R O O M 2 B A T H 23 0 5 C MO D E L 2 B E D R O O M 2 B A T H 23 0 6 D MO D E L 2 B E D R O O M 2 B A T H 23 0 7 C MO D E L 2 B E D R O O M 2 B A T H 23 0 8 E 2'-10"8'-5 1/2"22'-3 3/4"21'-11 1/4"2'-10"8'-5 1/2" 66'-10" 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 2 3 / 4 " 8' - 2 3 / 4 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 8 " 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 2 3 / 4 " 9' - 4 1 / 4 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 6 1 / 2 " 15 5 ' - 1 " 10 ' - 1 " 5' - 1 1 " 11 ' - 6 " 6' - 1 1 1 / 2 " 8' - 1 1 / 2 " 6' - 9 " 11 ' - 6 " 5' - 1 1 " 10 ' - 3 1 / 2 " 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 6' - 9 " 8' - 1 1 / 2 " 6' - 9 " 11 ' - 6 " 5' - 1 1 " 10 ' - 3 1 / 2 " 1' - 0 " 15 5 ' - 1 " 8'-5 1/2"2'-10"44'-3"2'-10"8'-5 1/2"66'-10" 33 ' - 8 " 8"3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 33 ' - 8 " 11 " 33 ' - 8 " 8"3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 34 ' - 8 " 23 ' - 7 " 8" 7' - 5 1 / 2 " 8" 33 ' - 8 " 11 " 33 ' - 8 " 8" 7' - 5 1 / 2 " 8" 33 ' - 8 " 23 0 2 C 23 0 2 B 23 0 2 A 23 0 1 A 23 0 1 B 23 0 1 C 23 0 3 B 23 0 3 A 23 0 3 C 23 0 4 B 23 0 4 A 23 0 4 C 23 0 6 C 23 0 6 B 23 0 6 A 23 0 5 A 23 0 5 B 23 0 5 C 23 0 7 C 23 0 7 B 23 0 7 A 23 0 8 A 23 0 8 B 23 0 8 C 6'-4"15'-11 3/4"7'-10 1/4"7'-9"6'-4" 8'-0"13'-11 1/4"8'-1 3/4"14'-2" W1 A W5 W1 A W5 W1 A E1 E1 E1 E1 E1 E1 E1 W2 3' - 0 " 5' - 4 1 / 2 " 6' - 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 3' - 0 " 2' - 7 1 / 2 " 5' - 6 1 / 2 " 3' - 4 " 4' - 0 " 12 ' - 7 " 4' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2' - 7 1 / 2 " 3' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 3' - 0 " 2' - 7 1 / 2 " 5' - 6 1 / 2 " 3' - 4 " 5' - 0 " 5' - 3 1 / 2 " 5' - 4 " 5' - 4 " 4' - 0 " 7' - 0 " 2' - 8 1 / 2 " 3' - 6 " 9' - 5 1 / 2 " 3' - 6 " 2' - 8 1 / 2 " 7' - 0 " 4' - 0 " 4' - 0 " 7' - 0 " 2' - 8 1 / 2 " 3' - 7 " 9' - 6 " 4' - 6 " 3' - 0 " 6' - 8 1 / 2 " 4' - 0 " 5' - 0 " 5' - 6 1 / 2 " 4' - 0 " 13 ' - 4 " 4' - 0 " 2'-10" 2'-10"8'-5 1/2" 2'-10"8'-5 1/2" 1 1 1 1 1 1 1 1 1 9 1 1 5 8 1 2 2 2 2 1 1 2 2 2 5 6 8'-6" 8'-6" E1 10 2'-10" 2'-10" 2'-10" 2'-10" 2'-10"8'-5 1/2" 2'-10"8'-5 1/2" 2'-10" 2'-10"W5 W5 W2 W5 W5 10 4 ST A I R S 23 1 0 ST A I R S 23 1 1 42 " W A L L T Y P . SE E D E T A I L ( 1 1 / A 4 0 3 ) 42 " W A L L T Y P . SE E D E T A I L ( 1 1 / A 4 0 3 ) R3 6'-6" 6'-6" E4 E4 E4 E4 E4 E4 E4 E4 E2 E2 E2 E2E3 E3 E3 E3 E2 E2 E2 E2 E2 E2 E2 E2 E1 E2 E2 E2 E2 A4 0 3 3 Si m A5 0 1 4 A1 2 3 1 A1 2 3 2 5 A1 2 4 3 A1 2 4 4 A1 2 4 1 A1 2 4 2 A1 2 4 12 ' - 8 " 21 ' - 8 1 / 2 " 14 ' - 4 1 / 2 " 21 ' - 8 1 / 2 " 19 ' - 3 " 21 ' - 8 1 / 2 " 15 ' - 6 " 21 ' - 8 1 / 2 " 9' - 6 1 / 2 " 3'-0" 76 ' - 1 " 85 ' - 1 " 1' - 0 " 19 ' - 6 " 19 ' - 9 " 19 ' - 6 " 5' - 3 " 13 ' - 3 " 19 ' - 6 " 19 ' - 6 1 / 2 " 19 ' - 6 " 11 ' - 3 " 65 ' - 0 " 83 ' - 0 1 / 2 " 3' - 0 " 4'-0"3'-0"10'-3 1/2" 7'-7 1/4"2'-10 1/4" 2' - 0 " 10 ' - 6 " 9'-0" 13'-3 1/2" 10'-5 1/2" 3'-10 1/4"4'-0" R2 R3 R2 R2 R3 R2 R1R1R1 R2 R2 R2 R2 R1 R1 R1 4" / 12"3" / 12" 3" / 12"4" / 12" 3" / 12"4" / 12" 3" / 12"4" / 12" 3" / 12"9" / 12" 3" / 12"9" / 12" 3" / 12"9" / 12" 3" / 12"9" / 12"9" / 12" 9" / 12" 9" / 12" 9" / 12" 3" / 1 2 " 3" / 1 2 " 12 7 ' - 7 7 / 8 " 12 9 ' - 7 7 / 8 " LO W E R UP P E R SNOW GUARDS, SEE SPECIFICATION FOR EXACT LOCATIONS AND INFORMATION.SNOW FENCES, SEE SPECIFICATION FOR EXACT LOCATIONS AND INFORMATION. SN O W F E N C E S , S E E SP E C I F I C A T I O N F O R E X A C T LO C A T I O N S A N D IN F O R M A T I O N . OVERALL PLAN NOTES 1.SEE STRUCTURAL SHEETS FOR DIMENSIONS OF FOUNDATION WALLS & SLAB.2.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION 3.SEE EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR WALL TYPES AND FINISHES.4.STUD DEMISING (PARTY) WALLS ON THIS PLAN ARE DIMENSIONED TO CENTERLINE OF WALL U.N.O.5.ALL INTERIOR STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.6.SEE ENLARGED SCALE PLANS FOR 1/4" SCALE PLANS FOR UNITS & COMMON AREAS 7.ALL INTERIOR UNIT DOOR NUMBERS ARE LOCATED ON UNIT PLANS.8.DOOR LOCATIONS ARE DOOR WITDH PLUS 8 INCHES (4 INCHES EACH SIDE) TO ACCOUNT FOR TRIM U.N.O.9.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE 10.SEEE SHEET A602 FOR UNIT DOOR SCHEDULE & ROOM FINISH SCHEDULES1.ROOF PITCHES TO BE AS INDICATED 2.ALL VENT CAPS SHALL BE PREFINISHED METAL AND LOCATED TO REAR SIDES OF RIDGE. NO VISIBLE PVC VENT STACKS WILL BE PERMITTED -COORDINATE WITH HVAC AND PLUMBING CONTRACTORS FOR ALL ROOF PENETRATIONS 3.PAINT ALL ROOF MOUNTED ITEMS THAT ARE NOT PREFINISHED TO MATCH ROOF COLORS, INCLUDING PVC VENTS, ETC.4.CONTINUOUS SHINGLE OVER RIDGE VENT THROUGHOUT. VENT TO 1'-0"SHORT OF ROOF RIDGE END - 18 SQ. IN. FREE AREA PER LINEAL FT.5.TYPICAL VALLEY - PREFINISHED METAL W-FLASHING OVER ICE & WATER SHIELD. CONTOUR AT VALLEY 6.TYPICAL EAVE - ASPHALT SHINGLES OVER ICE & WATER SHIELD OVER PREFINISHED METAL GUTTER APRON 7.SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS,UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER.8.DOWNSPOUT LOCATIONS TO BE VERIFIED BY INSTALLER, ARCHITECT & SITE UTILITY CONTRACTOR- SEE SITE UTILITY PLAN FOR DOWNSPOUT UNDERGROUND DRAINAGE PLAN 9. PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION - TYPICAL.4' RATED ZONE - NON COMBUSTABLE SHEATHING -NO PENETRATIONS OF SHEATHING - ROOF &BUILDING FACES Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:15:45 PM A122BLDG 2 F3 & ROOF PLANSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 crd/dmk 2014.03.14 SCALE: 1/8" = 1'-0"1BLDG 2 - 3RD FLOORSCALE: 1/8" = 1'-0"2BLDG 2 - ROOF PLAN DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) DN UP A1 3 3 1 A1 3 3 4 A1333 A1 3 3 2 5 A1 3 4 1 A1 3 4 4 A1 3 4 2 A1 3 4 3 A134MODEL1 BEDROOM 1 BATH 3301 A MODEL2 BEDROOM 2 BATH 3302 C MO D E L 2 B E D R O O M 2 B A T H 33 0 3 C MO D E L 2 B E D R O O M 2 B A T H 33 0 4 D MO D E L 2 B E D R O O M 2 B A T H 33 0 5 C MO D E L 2 B E D R O O M 2 B A T H 33 0 6 D MO D E L 1 B E D R O O M 1 B A T H 33 0 7 A MO D E L 1 B E D R O O M 1 B A T H 33 0 8 B MO D E L 1 B E D R O O M 1 B A T H 33 0 9 A MO D E L 2 B E D R O O M 2 B A T H 33 1 0 D 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 2 3 / 4 " 8' - 9 3 / 4 " 13 ' - 8 1 / 2 " 6' - 4 1 / 2 " 10 ' - 2 1 / 2 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 2 3 / 4 " 8' - 2 3 / 4 " 13 ' - 8 1 / 2 " 5' - 1 1 " 11 ' - 1 1 / 2 " 7' - 8 " 6' - 1 0 1 / 2 " 11 ' - 6 " 5'-11"10'-3 1/2" 18 6 ' - 8 1 / 2 " 8'-5 1/2"2'-10"21'-11 1/4"22'-3 3/4"8'-5 1/2" 64'-0" 10 ' - 1 " 5' - 1 1 " 11 ' - 6 " 6' - 1 1 1 / 2 " 8' - 1 1 / 2 " 6' - 1 1 1 / 2 " 11 ' - 6 " 6' - 4 1 / 2 " 9' - 1 0 " 5' - 1 1 " 11 ' - 6 " 6' - 9 " 8' - 1 1 / 2 " 6' - 9 " 11 ' - 6 " 5' - 1 1 " 10 ' - 3 1 / 2 " 8' - 3 " 6' - 1 1 1 / 2 " 11 ' - 6 " 5'-11"10'-1" 18 6 ' - 8 1 / 2 " 64'-0" 6'-4"7'-9"7'-10 1/4"15'-11 3/4"6'-4" E1 E1 W5 W1 A W5 W5 W1 A W5 W2 W5 E1 E5 E1 E1 E1 E1 E1 E1 E1 3' - 0 " 5' - 4 1 / 2 " 6' - 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 6' - 2 1 / 8 " 5' - 6 3 / 8 " 3' - 0 " 4' - 1 0 " 5' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2' - 7 1 / 2 " 3' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 3' - 0 " 2' - 7 1 / 2 " 5' - 6 1 / 2 " 3' - 4 " 5' - 0 " 9' - 5 3 / 4 " 7' - 5 3 / 4 " 6' - 5 3 / 8 " 5' - 7 1 / 8 " 3'-0"5'-1 3/4"5'-1 3/4" 3' - 1 0 1 / 2 " 3' - 0 " 2' - 7 1 / 2 " 5' - 1 0 1 / 2 " 3'-0" 5' - 4 " 5' - 9 1 / 2 " 3' - 1 0 " 7' - 2 " 2' - 8 1 / 2 " 3' - 8 " 9' - 1 1 / 2 " 3' - 8 " 2' - 8 1 / 2 " 7' - 2 " 3' - 1 0 " 4' - 1 0 1 / 2 " 5' - 4 " 4' - 0 " 7' - 0 " 2' - 8 1 / 2 " 3' - 8 " 9' - 8 1 / 2 " 6' - 2 1 / 2 " 8' - 2 " 3' - 0 " 5' - 4 " 5' - 4 " 33 0 2 B 33 0 4 B 33 0 6 B 33 0 8 B 33 1 0 B 33 0 9 C 33 0 9 B 33 0 9 A 33 0 7 A 33 1 0 A 33 0 8 A 33 1 0 C 33 0 7 C 33 0 8 C 33 0 5 B 33 0 5 C 33 0 5 A 33 0 3 A 33 0 4 A 33 0 6 A 33 0 4 C 33 0 3 C 33 0 3 B 33 0 1 B 3301C 33 0 2 A 2 2 2 2 1 2 2 2 1 2 2 4 6 5 1 2 3302C 2 1 1 1 1 33 0 6 C 1 1 2 1 1 1 1 76 4 2'-10" W1 A W5 W5W1 A W2 W1 A W1 A W5 W2 10 8'-5 1/2"2'-10" 8'-5 1/2" ST A I R S 33 1 4 ST A I R S 33 1 3 ST A I R S 33 1 2 33 0 1 A 8'-6" 8'-6" 5'-4 3/4" 7'-7" 33 0 7 B 6'-6" 6'-6" 6'-6" 33 ' - 8 " 8" 3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 23 ' - 7 " 11 " 33 ' - 8 " 8" 3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 33 ' - 8 " 11 " 7' - 5 1 / 2 " 8" 33'-8" 23 ' - 7 " 8" 7' - 5 1 / 2 " 8" 23 ' - 7 " 11 " 33 ' - 8 " 8" 7' - 5 1 / 2 " 8" 33 ' - 8 " 11 " 7' - 5 1 / 2 " 8" 23 ' - 7 " E4 E4 E4 E4 E4 E4 E4 E4 E4 E4 E3 E3 E3 E3 E3 E2 E2 E2 E2 E2 E2 E1 E2 E2 E2 E2 E2 E1 E1 E1 E2 E2 E2 E2 E2 E2 E2 E1 A4 0 3 3 Si m A4 0 3 8 Si m A5 0 1 4 42 " W A L L T Y P . SE E D E T A I L ( 1 1 / A 4 0 3 ) 42 " W A L L T Y P . SE E D E T A I L ( 1 1 / A 4 0 3 ) 42 " W A L L T Y P . SE E D E T A I L ( 1 1 / A 4 0 3 ) 8'-5 1/2"22'-3 3/4"21'-11 1/4"11'-3 1/2"8'-5 1/2"2'-10"6'-4"7'-9"7'-10 1/4"15'-11 3/4"6'-4" E5E5 A1 3 3 1 A1 3 3 4 A1333 A1 3 3 2 5 A1 3 4 1 A1 3 4 4 A1 3 4 2 A1 3 4 3 A134 2' - 0 " 1' - 0 " 19 ' - 6 " 19 ' - 1 1 1 / 2 " 19 ' - 6 " 2'-10 1/4"7'-7 1/4" 10 ' - 6 " 9'-0" 10 ' - 9 1 / 2 " 19 ' - 6 " 19 ' - 6 1 / 2 " 19 ' - 6 " 23 ' - 5 " 19'-6"1'-0"2'-0"7'-5 1/2"3'-0"14'-0"1'-2" 10 ' - 6 " 9'-0" 10 ' - 6 " 9'-0" 13'-3 1/2" 11'-2"18'-0" 2' - 0 " 11 ' - 8 " 21 ' - 8 1 / 2 " 14 ' - 1 1 1 / 2 " 21 ' - 8 1 / 2 " 4'-1 3/4" 3'-0"10'-3 1/2" 3'-0"7'-5 1/2" 11 ' - 2 " 21 ' - 8 1 / 2 " 14 ' - 4 1 / 2 " 21 ' - 8 1 / 2 " 23 ' - 7 " 19'-6"11'-3 1/2" 3'-0"10'-3 1/2" 3'-0"2'-0" 1' - 1 " 2' - 0 " 11'-0" 4' - 0 " 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 12" 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 9" / 12" 9" / 12" 9" / 12" 9" / 12" 9" / 12"9" / 12"4" / 12" 9" / 12"4" / 12" 9" / 12" [N o S l o p e ] [No Slope] R2 R2 R2 R3 R2 R3 R2 R2 R1 R2 R2 R2 R2 R2 R1 R1 R1 R1R3 R1 R1 R1 R3 13'-3 1/2" 13'-3 1/2"ROOF AT GROUND LEVEL RO O F A T G R O U N D L E V E L E N T R Y RO O F A T G R O U N D L E V E L RO O F A T G R O U N D L E V E L E N T R Y RO O F A T G R O U N D L E V E L E N T R Y 13 0 ' - 1 0 2 7 / 3 2 " SNOW FENCES, SEE SPECIFICATIONS FOR EXACT LOCATIONS AND INFORMATIONSNOW FENCES, SEE SPECIFICATIONS FOR EXACT LOCATIONS AND INFORMATION SN O W G U A R D S , S E E SP E C I F I C A T I O N S F O R E X A C T LO C A T I O N S A N D IN F O R M A T I O N Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:15:47 PM A132BLDG 3 F3 & ROOF PLANSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 crd/dmk 2014.03.14 SCALE: 1/8" = 1'-0"1BLDG 3 - 3RD FLOORSCALE: 1/8" = 1'-0"2BLDG 3 - ROOF PLAN SEE PRECEDING FLOOR PLAN SHEETS FOR OVERALL FLOOR PLAN NOTESSEE PRECEDING FLOOR PLAN SHEETS FOR OVERALL ROOF PLAN NOTES DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) DN DN DN A1 4 3 1 A1 4 3 2 A1 4 3 4 A1433 5 A1 4 4 1 A1 4 4 4 A1 4 4 2 A1 4 4 3 A144MODEL2 BEDROOM 2 BATH 4301 C MODEL1 BEDROOM 1 BATH 4302 B MO D E L 2 B E D R O O M 2 B A T H 43 0 3 C MO D E L 2 B E D R O O M 2 B A T H 43 0 4 D MO D E L 2 B E D R O O M 2 B A T H 43 0 5 C MO D E L 2 B E D R O O M 2 B A T H 43 0 6 D MO D E L 2 B E D R O O M 2 B A T H 43 0 7 C MO D E L 2 B E D R O O M 2 B A T H 43 0 8 D MO D E L 1 B E D R O O M 1 B A T H 43 0 9 A MO D E L 1 B E D R O O M 1 B A T H 43 1 0 B MO D E L 2 B E D R O O M 2 B A T H 43 1 1 C MO D E L 1 B E D R O O M 1 B A T H 43 1 2 B 43 1 1 C 43 1 1 B 43 1 1 A 43 1 2 C 43 1 2 B 43 1 2 A 43 1 0 A 43 0 9 A 43 0 9 B 43 0 7 C 43 0 7 A 43 0 5 A 43 0 6 A 43 0 8 A 43 0 5 C 43 0 6 C 43 0 4 C 43 0 3 C 4303A 4304A4302A4301A4301C 4302C 43 0 8 C 43 1 0 C 43 0 9 C 4303B4301B 4302B 4304B 43 0 6 B 43 0 5 B 43 0 7 B 43 0 8 B 43 1 0 B 10 ' - 1 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 9 3 / 4 " 8' - 9 3 / 4 " 13 ' - 8 1 / 2 " 6' - 4 1 / 2 " 10 ' - 2 1 / 2 " 5' - 1 1 " 13 ' - 8 1 / 2 " 8' - 2 3 / 4 " 8' - 2 3 / 4 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 8 " 10 ' - 8 " 5' - 1 1 " 13'-8 1/2"8'-2 3/4"8'-9 3/4"13'-8 1/2"5'-11"10'-1" 22 1 ' - 0 1 / 2 " 8'-5 1/2"2'-10"21'-11 1/4"22'-3 3/4"8'-5 1/2"2'-10" 6'-4"7'-9"7'-10 1/4"15'-11 3/4"6'-4" 5' - 3 1 / 2 " 5' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2' - 7 1 / 2 " 3' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 6' - 4 " 5' - 4 1 / 2 " 3' - 0 " 4' - 1 0 " 5' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2' - 7 1 / 2 " 3' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 3' - 0 " 2' - 7 1 / 2 " 5' - 6 1 / 2 " 3' - 4 " 5' - 0 " 10 ' - 7 " 5' - 0 " 3' - 4 " 5' - 6 1 / 2 " 2'-7 1/2"3'-0"7'-9 3/4"7'-9 3/4"3'-0"2'-7 1/2"5'-6 1/2"3'-4"5'-0"5'-3 1/2" 3' - 0 " 8' - 2 " 6' - 1 1 1 / 2 " 8' - 9 1 / 2 " 6' - 1 1 1 / 2 " 8' - 2 " 3' - 0 " 4' - 1 0 1 / 2 " 5' - 4 " 4' - 0 " 7' - 0 " 2' - 8 1 / 2 " 3' - 6 " 9' - 5 1 / 2 " 3' - 6 " 2' - 8 1 / 2 " 7' - 0 " 4' - 0 " 5' - 0 " 11 ' - 4 " 5' - 0 " 4' - 0 " 7'-0"2'-8 1/2"3'-10"9'-5 1/2"6'-3 1/2"8'-2"3'-0"14'-1"7'-10 1/4"15'-11 3/4"6'-4"8'-5 1/2"22'-3 3/4"21'-11 1/4"11'-3 1/2"64'-0" 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 6' - 9 " 8' - 1 1 / 2 " 6' - 1 1 1 / 2 " 11 ' - 6 " 6' - 4 1 / 2 " 9' - 1 0 " 5' - 1 1 " 11 ' - 6 " 10 ' - 9 3 / 4 " 10 ' - 9 3 / 4 " 11 ' - 6 " 5' - 1 1 " 10 ' - 3 1 / 2 " 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 6'-9"8'-1 1/2"6'-9"11'-6"5'-11"10'-3 1/2" 22 1 ' - 0 1 / 2 " 66'-10" 2'-10" 2'-10"2'-10" 8'-5 1/2"2'-10" 2'-10"8'-5 1/2" 8'-5 1/2" 23 ' - 7 " 8" 3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 23 ' - 7 " 11 " 33 ' - 8 " 8" 3' - 1 " 1' - 3 1 / 2 " 3' - 1 " 8" 33 ' - 8 " 11 " 33 ' - 8 " 8"3'-1"1'-3 1/2"3'-1"8"23'-7" 8'-5 1/2" 8'-5 1/2"2'-10"8'-5 1/2"2'-10" 2 1 1 2 1 1 1 1 1 1 1 1 112471222 2 1 1 2 2 2 2 1 2 2 2 2 1 7 6 4 10 E1 E1 E1 E1 W5 W1 A E4 E1 E1 E4 E1 E1E4E1E1E1E4E1W5W5 E4 W2 W5 W1AW1AW1A W1 A W1 A W5 W1 A W5 W5 W5 W5 E4 E1 E4 E4 E4 E4 W2 W1 A W1 A 10 10 8'-6" 8'-6"6'-6" ST A I R S 43 1 6 ST A I R S 43 1 5 STAIRS 4314 5'-5"4 1/2"4'-0"4'-0"4'-0"4'-0"4 1/2" E4 33 ' - 8 " 8" 7' - 5 1 / 2 " 8" 23 ' - 7 " 11 " 33 ' - 8 " 8" 7' - 5 1 / 2 " 8" 33 ' - 8 " 11 " 33 ' - 8 " 8"7'-5 1/2"8"33'-8" 6'-6" E4 E3 E3 E3 E3 E3 E3E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2E2 E2 E2 14 A501 A4 0 3 3 Si m A5 0 1 4 42 " H A L F W A L L SE E D E T A I L ( 1 1 / A 4 0 3 ) 42 " H A L F W A L L SE E D E T A I L ( 1 1 / A 4 0 3 ) 42" HALF WALL SEE DETAIL (11/A403) E5E5 A1 4 3 1 A1 4 3 2 A1 4 3 4 A1433 5 A1 4 4 1 A1 4 4 4 A1 4 4 2 A1 4 4 3 A144 11 ' - 3 1 / 2 " 19 ' - 6 " 19 ' - 9 " 19 ' - 6 " 8' - 2 1 / 2 " 19 ' - 6 " 19 ' - 6 1 / 2 " 19 ' - 6 " 18 ' - 6 " 19 ' - 6 " 19'-6 1/2"19'-6"12'-3 15/32" OH 2' - 0 " 69 ' - 0 " 79 ' - 0 1 / 2 " 82'-1" 11'-2"18'-0" 15'-0" OH 3'-0" OH 4'-1 3/4" 10'-3 1/8" 8'-3 1/2" OH 1'-11 5/8" 10 ' - 6 " 9'-0" 3'-0"5'-5 1/2" OH 1'-11 5/8" OH 1' - 0 " 17 ' - 1 1 5 / 8 " OH 6 3 / 8 " 1' - 0 " 21 ' - 8 1 / 2 " 15 ' - 7 " 21 ' - 8 " 8' - 7 " 21 ' - 8 1 / 2 " 14 ' - 4 1 / 2 " 21 ' - 8 1 / 2 " 7' - 7 1 / 2 " 11 ' - 7 1 / 2 " 21 ' - 8 1 / 2 " 14'-11 1/2"21'-8 1/2"2'-0" OH 2' - 0 " 10'-5 1/2" OH 2'-10 1/4"5'-7 1/4" OH 2'-0" 12 8 ' - 1 0 " 12 6 ' - 1 0 2 7 / 3 2 " 12 8 ' - 1 0 " 13 0 ' - 1 0 2 7 / 3 2 " OH 2' - 0 " OH 2'-11 23/32"8'-3 25/32" OH 2'-0" 13'-3 1/2" 72'-0" 79 ' - 0 1 / 2 " 58 ' - 1 1 " OH 2' - 0 " OH 2'-10 1/4"5'-7 1/4"OH2'-0"10'-5 1/2"OH3'-0"OH1'-0"19'-8 1/2"OH1'-0"10'-3 1/2"OH3'-0"15'-0"OH3'-0"7'-0 1/4"OH4'-0"OH2'-0"8'-3 1/2"OH3'-0"13'-3 1/2"10'-6"9'-0"OH1'-0"17'-6"OH1'-0" 12 9 ' - 7 7 / 8 " 12 7 ' - 7 7 / 8 " 10 ' - 6 " 9'-0" OH 1' - 0 " 17 ' - 6 " OH 1' - 0 " 10'-5 1/8" 9" / 1'-0"3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0"3" / 1'-0"3" / 1'-0"9" / 1'-0"9" / 1'-0" 9" / 1'-0"9" / 1'-0" 9" / 1'-0"9" / 1'-0" 9" / 1'-0"9" / 1'-0" 9" / 1'-0"9" / 1'-0" 4" / 1'-0"3" / 1'-0" 4" / 1'-0" 3" / 1'-0" 4" / 1'-0"3" / 1'-0" 4" / 1'-0"3" / 1'-0" 4" / 1'-0"3" / 1'-0" 4" / 1'-0"3" / 1'-0" 9" / 1'-0" 3" / 1 ' - 0 " 3" / 1 ' - 0 " R2 R3 R2 R2 R2 R3 R2 R3 R2R2 R1 R1 R1 R2 R1 R2 R2 R2 R1 R2 R2 R1 R1R1 14 A501SNOW FENCES, SEE SPECIFICATIONS FOR EXACT LOCATION AND INFORMATIONSNOW FENCES, SEE SPECIFICATIONS FOR EXACT LOCATION AND INFORMATION SN O W G U A R D S , S E E SP E C I F I C A T I O N S F O R E X A C T LO C A T I O N A N D IN F O R M A T I O N Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:15:49 PM A142BLDG 4 F3 & ROOF PLANSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 crd/dmk 2014.03.14 SCALE: 1/8" = 1'-0"1BLDG 4 - 3RD FLOORSCALE: 1/8" = 1'-0"2BLDG 4 - ROOF PLAN SE E P R O C E E D I N G F L O O R P L A N S H E E T S FO R O V E R A L L F L O O R P L A N N O T E S SE E P R O C E E D I N G F L O O R P L A N S H E E T S FO R O V E R A L L R O O F P L A N N O T E S DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) 02 - F P U P P E R 11 0 ' - 9 7 / 8 " 03 - F P U P P E R 12 1 ' - 7 3 / 4 " 1 A1 4 4 4 A1 4 4 2 A1 4 4 3 A1 4 4 01-FP LOWER 98'-0"02-FP LOWER 108'-9 7/8"03-FP LOWER 119'-7 3/4"01-FP LOW 96'-0"02-FP LOW 106'-9 7/8"03-FP LOW 117'-7 3/4" 04 - T R U S S B R G U P P E R 13 0 ' - 8 7 / 8 " 04-TRUSS BRG LOWER 128'-8 7/8"1 1 3322222222 2 2 22 1 1 3 3 222 2 2 2 222 2 2 2 3 3 11 1 1 3 3 2 2 2 2 2 2 222 2 2 2 11 41 1 3 A 41 1 4 A 41 1 5 A 4116A4311B4211B4111B4309B4209B4109B 43 0 7 B 42 0 7 B 41 0 7 B 43 0 5 B 42 0 5 B 41 0 5 B 43 0 3 B 42 0 3 B 41 0 3 B 43 0 1 B 42 0 1 B 41 0 1 B 04-TRUSS BRG LOW 126'-8 7/8"10 10 10 GG HHAADDFQBBH DD BBBAA HH GGGG D A B H FF PK PK G P T F P P B R1 R1 R2 R2 R2 R1 R2 E2 E3 E1 E3 E2 E1 E2 E3 E2 E3 E2 E3 E2 E1 E3 E2 E3 E3E2 E2 E3 E1 E3E2E3 E3E1 R2 R2 R2 R3 R3 R3 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " K E2 E2 E2 E2 A E. J . Q 03 . 5 - R A F T E R B R G U P P E R 12 9 ' - 8 7 / 8 " 03.5-RAFTER BRG LOWER 127'-8 7/8" E2 A E3 A E2 A E3 A S N T S NQ Q FI R E D E P T KN O C K B O X 01-FP UPPER 100'-0"02-FP UPPER 110'-9 7/8"03-FP UPPER 121'-7 3/4" 1 A1 4 4 4 A1 4 4 2 A1 4 4 3 A144 01 - F P L O W E R 98 ' - 0 " 02 - F P L O W E R 10 8 ' - 9 7 / 8 " 03 - F P L O W E R 11 9 ' - 7 3 / 4 " 01 - F P L O W 96 ' - 0 " 02 - F P L O W 10 6 ' - 9 7 / 8 " 03 - F P L O W 11 7 ' - 7 3 / 4 " 04-TRUSS BRG UPPER 130'-8 7/8" 04 - T R U S S B R G L O W E R 12 8 ' - 8 7 / 8 " 2 2 2 111 1 1 1 222 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 311 1 1 11111112224302B4202B4102B4104B4204B4304B 43 0 6 B 42 0 6 B 41 0 6 B 41 0 8 B 42 0 8 B 43 0 8 B 43 1 0 B 42 1 0 B 41 1 0 B 43 1 2 B 42 1 2 B 41 1 2 B 04 - T R U S S B R G L O W 12 6 ' - 8 7 / 8 " HHGGGGFFBBDDPPKKH BB FF GGGG R TPKH P K A F B T G EPKHDD H F BB N A G K H A RR R R3 R3 R2 R1 R2 R1 R2 R2 R2 R2R1R1 R1R1 E1 E3 E1 E3 E2 E2 E2 E2 E2 E2 E2 E3 E3 E1 E3E2E2E3E1 E3 E3 E3 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " E3 E. J . Q 03.5-RAFTER BRG UPPER 129'-8 7/8" 03 . 5 - R A F T E R B R G L O W E R 12 7 ' - 8 7 / 8 " E2 A E3 A E2 A E3 A E2 E3 E3 TST S N S 01 - F P U P P E R 10 0 ' - 0 " 02 - F P U P P E R 11 0 ' - 9 7 / 8 " 03 - F P U P P E R 12 1 ' - 7 3 / 4 " 5 A1 4 4 04 - T R U S S B R G U P P E R 13 0 ' - 8 7 / 8 " 4 4 7 7 HHAD GFFF 7 Q SS G R2 R1 R1 R2 R3 E3 E1 E3 E2 E3 E3 R2 14 A5 0 1 03 . 5 - R A F T E R B R G U P P E R 12 9 ' - 8 7 / 8 " N ? 5 A1 4 4 01-FP LOW 96'-0"02-FP LOW 106'-9 7/8"03-FP LOW 117'-7 3/4" 7 6 6 7 7 444 04-TRUSS BRG LOW 126'-8 7/8" GGAF 10'-9 7/8"10'-9 7/8"9'-1 1/8" D SS E2 E1 E3 E3 E3 R2 R1 R1 R2 R3 HS Q N EXTERIOR MATERIAL LEGEND FIBER CEMENT LAP SIDING - 5" REVEAL HARDIE COLORPLUS TUSCAN GOLD FIBER CEMENT LAP SIDING - 5" REVEAL HARDIE COLORPLUS KHAKI BROWN FIBER CEMENT LAP SIDING - 7" REVEAL HARDIE COLORPLUS MOUNTAIN SAGE FIBER CEMENT LAP SIDING - 7" REVEAL HARDIE COLORPLUS COUNTRYLANE RED 7/8" 24ga CORRUGATED METAL SIDING DURATECH COOL SIERRA TAN 7/8" 24ga CORRUGATED METAL SIDING DURATECH COOL WEATHERED COPPER STUCCO W/ LIGHT SAND TEXTURE BENJAMIN MOORE EARLY MORNING MIST STUCCO W/ LIGHT SAND TEXTURE BENJAMIN MOORE STAMPEDE 40YR ASPHALT SHINGLES - OWENS CORNING TRUDEFINITION DURATION STORM COLOR: BROWNWOOD 40YR ASPHALT SHINGLES - OWENS CORNING TRUDEFINITION DURATION STORM COLOR: DRIFTWOOD ANDERSEN 100 WINDOWS / 200 DOORS DARK BRONZE FASCIA TREX TRANSCEND - TREE HOUSEABCDEFGHJKMN 1.5" 24ga STANDING SEAM METAL ROOF DURATECH COOL WEATHERED COPPERP EXPOSED HEAVY TIMBER STRUTQ EXTERIOR SHEATHING LEGEND FIRE RETARDANT SHEATHING NO PENETRATIONS @ ROOF NON COMBUSTIBLE SHEATHING (DENSGLASS)@ 4'-0" OF 2 HOUR FIRE RATED ASSEMBLY2x6 TREX SQUARE EDGE BOARD - TREEHOUSER 1x HARDIE TRIM - TIMBER BARKS 1x CEDAR TRIM - NATURAL COLOR WATERPROOF STAINT EX T E R I O R E L E V A T I O N N O T E S IN D I C A T E S E X T E R I O R W A L L T Y P E . S E E W A L L T Y P E D E T A I L S. IN D I C A T E S W I N D O W T Y P E , S E E W I N D O W E L E V A T I O N S A N D DE T A I L S AL L B U I L D I N G F I N I S H E S I N D I C A T E D W R A P A R O U N D T H E HI D D E N C O R N E R U N L E S S N O T E D O T H E R W I S E . E#Z Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:15:53 PM A143BLDG 4 ELEVATIONSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 dmk 2014.03.14SCALE: 1/8" = 1'-0"1BLDG 4 NORTH ELEVATION SCALE: 1/8" = 1'-0"2BLDG 4 SOUTH ELEVATION SC A L E : 1 / 8 " = 1 ' - 0 " 3 BL D G 4 E A S T E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " 4 BL D G 4 W E S T E L E V A T I O N DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) 01-FP UPPER 100'-0"01-FP LOWER 98'-0"2" C-TRACK POWER DRIVEN FASTENER 24" O.C.(2) LAYERS 1" GYP BD SHAFT LINER PANELS - 2 HR RATED 1" AIR SPACE EACH SIDEFIBERGLASS BATT INSULATION2x4 WOOD STUD WALL - SEE STRUCTURAL5/8" GWB TYPE "X"0-TOW LOWER 97'-8"0-TOW UPPER 99'-8"11"5/8" GWB TYPE "X" TAPE AND FINISH ALL JOINTS AND FASTENERS 2x4 WOOD STUD WALL, SEE STRUCTURALFIBERGLASS BATT INSULATION 1" AIR SPACE EACH SIDE (2) LAYERS 1" GYP BD SHAFT LINER PANELS IN MTL TRACK SYSTEMCONT. ACOUSTICAL ISOLATION AND SEALANTLOOSE FILL INSULATION F2F2 W2ROUGH FLOOR LOWERROUGH FLOOR UPPER 2'-0"DRAFTSTOPPING(2) LAYERS 1" DENSGLASS SHAFT LINER PANELS IN MTL TRACK SYSTEM2x4 WOOD STUD WALL - SEE STRUCTURALFIRE RETARDANT ROOF SHEATHING TO 4'-0" ON EITHER SIDE OF FIRE WALL PER EXCEPTION 4, SECTION 706.6 2012 IBC 1x10 FASCIAHARDIE SOFFIT CEDARMILL COLORPLUS 12" - KHAKI BROWN1'-6"FIBER CEMENT SIDING ON 1/2" OSB SHEATHING TRUSSFIRE CAULK @ DECKING CONNECTION SEAM SHINGLE ROOF OVER ICE & WATER SHIELD T. O . S L A B 1' - 3 1 / 2 " SEE STRUC. FOR FOUNDATION INFOW1A RO U G H F L O O R F2 1" G Y P S U M F L O O R T O P P I N G OV E R 1 / 4 " S O U N D R E D U C T I O N MA T - M I N . 2 5 0 0 P S I W1A PR O V I D E D R A F T S T O P P I N G - S E E S T R U C T U R A L F O R RI M B O A R D I N F O R M A T I O N FL O O R S H E A T H I N G NO S E A M U N D E R W A L L FI R E S T O P A L L P E N E T R A T I O N S AT E A C H F L O O R ME C H P I P I N G A N D D U C T S - S E E M E C H P L A N S NO T E : N O D A M P E R S R E Q U I R E D P E R I C C SE C T I O N 7 1 7 . 5 . 4 E X C E P T I O N 4 1 HR RATED 1 HR RATED TR U S S B E A R I N G TY P . W1A EN G I N E E R E D W O O D T R U S S E S @ 24 " O . C . W / 5 / 8 " O S B S H E A T H I N G , 15 # F E L T P A P E R , A N D A S P H A L T SH I N G L E S , T Y P . DR A F T S T O P P I N G - FI R E S T O P A L L P E N E T R A T I O N S R- 5 0 L O O S E F I L L I N S U L R1 ME C H P I P I N G A N D D U C T S - S E E M E C H P L A N S NO T E : N O D A M P E R S R E Q U I R E D P E R I C C SE C T I O N 7 1 7 . 5 . 4 E X C E P T I O N 4 1 HR RATED 1 HR RATED R1 A2 0 1 4 1x 1 0 T R E X F A S C I A TR A N S C E N D T R E E H O U S E BR O N Z E C O L O R E D A L U M G U T T E R 3' - 0 " HEEL 1'-1" 24 " V E N T B A F F L E B E T W E E N TR U S S E S - T Y P . EN G I N E E R E D W O O D T R U S S E S @ 2 4 " O . C . W / 5 / 8 " O S B S H E A T HI N G , IC E & W A T E R S H I E L D ( T H R O U G H O U T A L L 3 / 1 2 A N D 4 / 1 2 P I TC H E D RO O F S , ) A N D A S P H A L T S H I N G L E S , T Y P . 4" 12 " VE N T E D H A R D I E S O F F I T CE D A R M I L L C O L O R P L U S 1 2 " - K H A K I B R O W N F2 1" G Y P S U M F L O O R T O P P I N G OV E R 1 / 4 " S O U N D R E D U C T I O N MA T - M I N 2 5 0 0 P S I RO U G H F L O O R A2 0 1 4 SE E S T R U C T U R A L F O R R I M I N F O 4" C O N C S L A B R- 1 0 R I G I D I N S U L F1 SI L L G A S K E T A5 0 2 2 8" SE E S T R U C T U R A L D W G S FO R F O U N D A T I O N I N F O R M A T I O N ST U C C O O V E R V A P O R B A R R I E R LA P P E D O V E R F L A S H I N G 2 " VI N Y L / C A R P E T F L O O R F I N I S H SE A L E D C O N C @ S T O R A G E R O O M S P. T . P L A T E GR A D E - S E E C I V I L 6" AP P R O V E D W E A T H E R R E S I S T I V E BA R R I E R - 2 L A Y E R S T Y P I C A L , O V E R SE L F A D H E R I N G I C E A N D W A T E R SH I E L D @ 3 ' B A S E O F W A L L - TY P I C A L L A P W E A T H E R R E S I S T I V E BA R R I E R O V E R T. O . S L A B HEEL 1'-1" 3' - 0 " R1 A2 0 1 4 9" 12 " EN G I N E E R E D W O O D T R U S S E S @ 2 4 " O . C . W/ 5 / 8 " O S B S H E A T H I N G , 1 5 # F E L T P A P E R ( I C E & WA T E R S H I E L D @ P E R I M E T E R 4 ' O F 9 / 1 2 R O O F , ) AN D C L A S S A A S P H A L T S H I N G L E S , T Y P . 24 " V E N T B A F F L E B E T W E E N TR U S S E S - T Y P . 1x 1 0 T R E X F A S C I A BR O N Z E C O L O R E D A L U M G U T T E R VE N T E D H A R D I E S O F F I T CE D A R M I L L C O L O R P L U S 1 2 " - K H A K I B R O W N 2x 1 0 S U B F A S C I A R1 HARDIE SOFFIT CEDARMILL COLORPLUS 12"- KHAKI BROWNTYP3'-0"SEE STRUCTURAL FOR FRAMING INFO 7/ 8 " 2 4 g a C O R R U G A T E D M T L S I D I N G W/ C O O L D U R A T E C H C O A T I N G S Y S T E M - S E E E L E V A T I O N S F O R C O L O R TR E X T R I M AI R & W A T E R B A R R I E R O V E R S H E A T H I N G AN D E R S E N 1 0 0 W I N D O W S Y S T E M - S E E E L E V A T I O N S F O R S I Z E A N D T Y P E PF S M M E T A L T R I M - M A T C H C O L O R T O M T L S I D I N G (2) LAYERS 1" GYP BD SHAFT LINER PANELS 1" AIR SPACE2" H-STUD C-SHAPED MTL TRACK SET IN SEALANT NON COMBUSTIBLE SHEATHING (DENSGLASS)@ 4'-0" OF 2 HOUR FIRE RATED ASSEMBLY FIRE CAULK SEAM R- 1 0 R I G I D I N S U L 4" C O N C S L A B 6" FL A S H I N G VI N Y L / C A R P E T F L O O R F I N I S H SE A L E D C O N C @ S T O R A G E R O O M S FO U N D A T I O N W A T E R P R O O F I N G SI L L G A S K E T FO U N D A T I O N W A L L - S E E S T R U C . 5" TR E A T E D S I L L SEE STRUCT. VARIES 1/ 2 " T R E A T E D P L Y W O O D N A I L E R AT T A C H E D T O C O N C W / C A S E HA R D E N E D N A I L S , A T T A C H G Y P BD W / 1 " D R Y W A L L S C R E W S ST U C C O O V E R V A P O R B A R R I E R LA P P E D O V E R F L A S H I N G 2 " SE E S T R U C T U R A L D W G S FO R F O U N D A T I O N I N F O R M A T I O N 8" AP P R O V E D W E A T H E R R E S I S T I V E BA R R I E R - 2 L A Y E R S T Y P I C A L , OV E R S E L F A D H E R I N G I C E A N D WA T E R S H I E L D @ 3 ' B A S E O F WA L L - T Y P I C A L L A P W E A T H E R RE S I S T I V E B A R R I E R O V E R T. O . S L A B 10 x 1 0 P O S T 2X C E D A R R I P P E D D O W N T O A P P R O X 10 3 / 4 " W / S E M I T R A N S P A R E N T ST A I N F I N I S H P E R C O L O R B O A R D 5. 5 " H A R D I E T R I M 5 / 4 H Z R U S T I C G R A I N CO R N E R B O A R D S 2X 4 C E D A R W / S E M I TR A N S P A R E N T S T A I N T O MA T C H P O S T L A G B O L T E D T O EX T E R I O R W A L L W / 1 / 4 " SP A C E R / W A S H E R T O H O L D O F F WA L L 1/4"1/4" 1/ 4 " 1/ 4 " 2X 6 T R E X S Q U A R E E D G E B O A R D S L A T S AT T A C H E D W / C O U N T E R S U N K T R E X RE C O M M E N D E D F A S T E N E R S I N ' G O L D ' CO L O R T O B L E N D I N T O B O A R D S L A T S 3 1 / 2 " 2X 6 T R E X S Q U A R E E D G E BO A R D H A N D R A I L A B O V E 4X 4 C E D A R P O S T S W / S E M I TR A N S P A R E N T S T A I N T O MA T C H P O S T W / M E T A L CO L U M N B A S E 32" MAX 32 " M A X S P A C E R / W A S H E R T O C R E A T E 1 / 4 " SP A C E B E T W E E N S T U C C O & C E D A R ST U C C O EX T E R I O R ST O R A G E 1 1 / 2 " 9 1 / 4 " 1 1 / 2 " 12 1 / 4 " E3 E2 3'-6" 3 1 / 2 " 12 1 / 4 " 2X 6 T R E X S Q U A R E E D G E BO A R D S L A T S 2X 6 T R E X S Q U A R E ED G E B O A R D H A N D RA I L GAP TYP. 1 1/2" 5 1 / 2 " 5/ 1 6 " 4X 4 C E D A R P O S T W / SE M I T R A N S P A R E N T ST A I N T O M A T C H P O S T ME T A L C O L U M N B A S E 10 X 1 0 S U P P O R T C O L U M N WR A P P E D W / 2 X 1 2 R I P P E D CE D A R W / S E M I T R A N S P A R E N T ST A I N F I N I S H P E R C O L O R B O A R D 1 1/2" 7/ 8 " 5/ 8 " 3 1 / 2 " 5/ 8 " 7/ 8 " WE A T H E R B A R R I E R L A P P E D O V E R FL A S H I N G B E L O W FL A S H I N G C A P 7/ 8 " 2 4 g a C O R R U G A T E D M T L S I D I N G W/ C O O L D U R A T E C H C O A T I N G S Y S T E M - S E E E L E V A T I O N S F O R C O L O R 5/ 8 " O S B S H E A T H I N G PR E - F O R M E D S H E E T M E T A L F L A S H I N G , CO L O R T O M A T C H M E T A L S I D I N G TR E X D E C K I N G 2x R I M B O A R D 2x B L O C K I N G TR E A T E D F R A M I N G - T Y P . SE E S T R U C T U R A L F O R F R A M I N G I N F O 1' I C E & W A T E R S H I E L D O V E R P F S M - CO L O R T O M A T C H S T U C C O EX P O S E D F A S T E N E R 6 1 / 2 " 6 1 / 2 " 1 1/2" 7/ 8 " 5/ 8 " 3 1 / 2 " 5/ 8 " 7/ 8 " WE A T H E R B A R R I E R L A P P E D O V E R FL A S H I N G B E L O W FL A S H I N G C A P 7/ 8 " 2 4 g a C O R R U G A T E D M T L S I D I N G W/ C O O L D U R A T E C H C O A T I N G S Y S T E M - S E E E L E V A T I O N S F O R C O L O R 5/ 8 " O S B S H E A T H I N G EX P O S E D F A S T E N E R TR E X D E C K I N G PR E - F O R M E D S H E E T M E T A L F L A S H I N G - C O L O R T O M A T C H M E T A L S I D I N G 2x R I M B O A R D 2x B L O C K I N G TR E A T E D F R A M I N G - T Y P . SE E S T R U C T U R A L F O R F R A M I N G I N F O TR E X T R I M - T Y P . 1' I C E & W A T E R S H I E L D O V E R P F S M 2x R I M B O A R D 2x B L O C K I N G SE E S T R U C T U R A L FO R C O N N E C T I O N WO O D P O S T W I T H T R I M - S E E P L A N D E T A I L 3/ 4 " 1/ 2 " 3 1 / 2 " 1/ 2 " 3/ 4 " 6" FL A S H I N G C A P 5/ 8 " O S B S H E A T H I N G WE E P 1 1/2" ON E C O A T S T U C C O S Y S T E M - C O L O R S A S D E S I G N A T E D TR E A T E D F R A M I N G - T Y P . SE E S T R U C T U R A L F O R F R A M I N G I N F O R M A T I O N 1' I C E & W A T E R S H I E L D O V E R P F S M - C O L O R T O M A T C H S T U C C O W5 RO U G H F L O O R F2 Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:15:59 PM A501ARCHITECTURAL DETAILSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 dmk 2014.03.14 SCALE: 1" = 1'-0"12-HR FIRE WALL @ FOUNDATIONSCALE: 1" = 1'-0"22-HR FIRE WALL @ FLOOR JOISTSSCALE: 1" = 1'-0"32-HR FIRE WALL @ ROOF SC A L E : 1 " = 1 ' - 0 " 5 WA L L W 1 A @ F O U N D A T I O N SC A L E : 1 " = 1 ' - 0 " 6 WA L L W 1 A @ F L O O R J O I S T S SC A L E : 1 " = 1 ' - 0 " 7 WA L L W 1 A @ R O O F T R U S S SC A L E : 1 " = 1 ' - 0 " 11 EX T E R I O R W A L L @ R O O F T R U S S SC A L E : 1 " = 1 ' - 0 " 10 EX T E R I O R W A L L @ F L O O R J O I S T S SC A L E : 1 " = 1 ' - 0 " 9 EX T E R I O R W A L L @ F O U N D A T I O N SC A L E : 1 " = 1 ' - 0 " 12 EX T E R I O R W A L L @ R O O F T R U S S SC A L E : 1 " = 1 ' - 0 " 8 LO O K O U T F R A M E E A V E D E T A I L SC A L E : 1 " = 1 ' - 0 " 14 CO R R U G A T E D M T L P A N E L S E C T I O N SCALE: 1" = 1'-0"42-HR FIRE WALL PLAN DETAIL SC A L E : 1 " = 1 ' - 0 " 13 EX T E R I O R W A L L @ F O U N D A T I O N SC A L E : 1 " = 1 ' - 0 " 15 TR E X R A I L @ L O W E R L E V E L P A T I O SC A L E : 1 " = 1 ' - 0 " 16 TR E X R A I L @ L O W E R L E V E L P A T I O S E C T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " 17 MT L G U A R D R A I L W / S T U C C O SC A L E : 1 1 / 2 " = 1 ' - 0 " 18 MT L G U A R D R A I L W / W O O D F A S C I A SC A L E : 1 1 / 2 " = 1 ' - 0 " 19 BA L C O N Y C O L U M N T O S T U C C O W A L L SC A L E : 1 " = 1 ' - 0 " 20 ST A I R W A L L @ F L O O R J O I S T S DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) 1 2 3 4 7'-0" 3' - 0 " 3' - 0 " 8'-0" 3' - 0 " 7'-0" 8'-0" 3' - 0 " SC W D SE E S C H E D FO R F I R E RA T I N G CO M P O S I T E TE M P E R E D FU L L L I T E IN S U L H M SE E S C H E D FO R F I R E RA T I N G ME T A L W / TE M P E R E D FU L L L I T E SE E S C H E D FO R F I R E RA T I N G T E T DOORS 5 7'-0" 3' - 0 " IN S U L F B SE E S C H E D FO R F I R E RA T I N G 1 2 3 4 7'-0"2" 2" 3' - 0 " 2" 2" 3' - 0 " 2" 8'-0"2" 2" 3' - 0 " 2" 7'-0"2" 8'-0"2" 2" 3' - 0 " 2" 1' - 6 " 2" 5' - 0 " MT L F R A M E 1 8 GA PR I M E D SE E S C H E D F O R FI R E R A T I N G PR E H U N G W D OR C O M O P S I T E ME T A L S T O R E FR O N T SE E S C H E D FO R F I R E RA T I N G T WE L D E D H M FR A M E 1 6 G A PR I M E D SE E S C H E D F O R FI R E R A T I N G T FRAMES DO O R S C H E D U L E A B B R E V I A T I O N S TE M P - T E M P E R E D G L A Z I N G S& S C - S A N D E D A N D S T A I N E D - C L E A R F I N I S H T DENOTES TEMPERED GLAZING E DE N O T E S L O W E I N S U L A T E D GL A Z I N G SC - S O L I D C O R E HC - H O L L O W C O R E IN S U L - I N S U L A T E D AL - A L U M I N U M D O O R ( S T O R E F R O N T ) WD - WOOD HM - H O L L O W M E T A L PT - P A I N T NO T E S : - B L A N K B O X E S E Q U A L S N O T A P P L I C A B L E . - S E E S P E C S F O R D O O R H A R D W A R E . FB - F I B E R G L A S S MT L - K N O C K D O W N M E T A L F R A M E 36"48" 22 " BO T T O M C H O R D O F T R U S S E S ON E H O U R R A T E D A C C E S S PA N E L S 4 8 " x 2 2 " UL 2 6 3 - T Y P . DE M I S I N G D R A F T S T O P P I N G BE Y O N D 2X A D J A C E N T T O D O O R O P E N I N G DO O R P U L L FR A M E D O O R W / 2 X 4 C R O S S B R A C E C O V E R W / 5 / 8 " G W B E F ST A N L E Y 5 4 S P R I N G H I N G E ( 2 P E R D O O R ) TY P I C A L A T T I C P A R T I T I O N S E P A R A T I O N 2X A D J A C E N T T O D O O R O P E N I N G 10 1 / 2 " CO N T I N U O U S SE A L A N T A R O U N D FR A M E PE R I M E T E R , B O T H SI D E S ST E E L T R I M FI R E R A T E D AD J U S T A B L E KN O C K D O W N ST E E L F R A M E DO O R , S E E SC H E D U L E DO U B L E 2 X WO O D S T U D S AT F R A M E W5 SE E W A L L T Y P E SH E E T F O R W A L L CO N S T U C T I O N 7 3 / 8 " 3 1 / 4 X 5 / 4 CO M P O S I T E T R I M TO M A T C H EX T E R I O R WI N D O W T R I M DO O R , S E E SC H E D U L E DO U B L E 2 X WO O D S T U D S A T FR A M E E3 SE E W A L L T Y P E SH E E T F O R W A L L CO N S T U C T I O N FI N I S H E D JA M B S & S T O P S WO O D T R I M 1. SE E D E T A I L 3 / A 6 0 1 F O R S T O R A G E L O C K E R D O O R J A M B . 2. SE E D E T A I L 4 / A 6 0 1 F O R U N I T E N T R Y D O O R J A M B . GE N E R A L D O O R N O T E S Sheet No.Sheet TitleREAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal Issue Date:8/11/2014 4:16:04 PM A601SCHEDULES - COMMON AREA DOORSLION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 crd 2014.03.14 DOOR SCHEDULE - COMMON AREAS BLDG MARKDOORFRAMEFIRERATINGCommentsWHTEL TYPEMATLFINISHGLAZINGMATLELTYPEFINISH 5 M101A3'-0"7'-0"1 3/4"3HMPT-HM3PT20 MINDOOR @ MAINTENANCE M101B8'-0"8'-0"2"MTLPOLYU24X12MTLGALVOH GARAGE DOOR M102A3'-0"7'-0"1 3/4"3HMPT-HM3PT20 MINDOOR @ REFUSE ROOM M102B16'-0"7'-6"MTLPTMTLPTOH DOOR @ DUMPSTER 6 T1A3'-0"7'-0"1 3/4"3HMPT--HM3PT20 MINDOOR @ DUMPSTER T1A3'-0"7'-0"1 3/4"3HMPT--HM3PT20 MINDOOR @ DUMPSTER T1B16'-0"8'-0"MTLPT-MTLPTOH DOOR @ DUMPSTER T1B16'-0"8'-0"MTLPT-MTLPTOH DOOR @ DUMPSTERDOOR SCHEDULE - COMMON AREAS BLDG MARKDOORFRAMEFIRERATINGCommentsWHTEL TYPEMATLFINISHGLAZINGMATLELTYPEFINISH 4 4109A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4109B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4109C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4110A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4110B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4110C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4111A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4111B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4111C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4112A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4112B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4112C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4116A3'-0"8'-0"1 3/4"4ALANODINSUL TEMPAL4ANODSTAIRS ENTRY 4105A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4105B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4105C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4106A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4106B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4106C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4107A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4107B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4107C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4108A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4108B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4108C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4115A3'-0"8'-0"1 3/4"4ALANODINSUL TEMPAL4ANODSTAIRS ENTRY 4101A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4101B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4101C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4102A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4102B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4102C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4103A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4103B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4103C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4104A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4104B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4104C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4113A3'-0"7'-0"1 3/4"3HMPTHM3PTSPRINKLER CLOSET 4114A3'-0"8'-0"1 3/4"4ALANODINSUL TEMPAL4ANODSTAIRS ENTRY 4209A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4209B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4209C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4210A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4210B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4210C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4211A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4211B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4211C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4212A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4212B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4212C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4205A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4205B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4205C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4206A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4206B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4206C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4207A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4207B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4207C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4208A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4208B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4208C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4201A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4201B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4201C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4202A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4202B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4202C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4203A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4203B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4203C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4204A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4204B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4204C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4309A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4309B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4309C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4310A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4310B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4310C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4311A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4311B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4311C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4312A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4312B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4312C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4305A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4305B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4305C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4306A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4306B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4306C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4307A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4307B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4307C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4308A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4308B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4308C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4301A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4301B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4301C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4302A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4302B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4302C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4303A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4303B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4303C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER 4304A3'-0"7'-0"1 3/4"1SC WDS&SCMTL1PT45 MINUNIT ENTRY 4304B3'-0"8'-0"1 3/4"2FB--INSUL TEMPFB2--PATIO DOOR 4304C3'-0"7'-0"1 3/4"5INSUL FB--WD2PTSTORAGE LOCKER DO O R S C H E D U L E - C O M M O N A R E A S B L D G MA R K DO O R F R A M E FIRE RATINGComments W H T E L T Y P E M A T L F I N I S H G L A Z I N G M A T L EL TYPEFINISH 3 31 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 9 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 9 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 9 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 1 0 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 1 0 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 1 0 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 1 3 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S ENTRY 31 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 31 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 31 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 31 1 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 3 H M P T H M 3 P T S P R I N K L E R C L O S E T 31 1 2 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S ENTRY 31 1 3 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S ENTRY 32 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P A L 2 - - P A T I O D O O R 32 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 9 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 9 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 9 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 1 0 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 1 0 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 1 0 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 32 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 32 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 32 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 9 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 9 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 9 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 1 0 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 1 0 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 1 0 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 33 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 33 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 33 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R DO O R S C H E D U L E - C O M M O N A R E A S B L D G MA R K DO O R F R A M E FI R E RA T I N G C o m m e n t s W H T E L T Y P E M A T L F I N I S H G L A Z I N G M A T L EL TY P E F I N I S H 2 21 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 9 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 3 H M P T H M 3 P T S P R I N K L E R C L O S E T 21 1 0 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S E N T R Y 21 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 21 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 21 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 21 1 1 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S E N T R Y 22 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 22 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 22 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 22 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 23 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 23 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 23 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R DO O R S C H E D U L E - C O M M O N A R E A S B L D G MA R K DO O R F R A M E FI R E RA T I N G C o m m e n t s W H T E L T Y P E M A T L F I N I S H G L A Z I N G M A T L EL TY P E F I N I S H 1 10 0 9 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 3 H M P T H M 3 P T S P R I N K L E R C L O S E T 11 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 1 0 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S E N T R Y 11 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 11 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 11 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 11 1 1 A 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 4 A L A N O D I N S U L T E M P A L 4 A N O D S T A I R S E N T R Y 12 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 12 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 12 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 12 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 1 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 1 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 1 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 2 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 2 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 2 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 3 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 3 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 3 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 4 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 4 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 4 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 5 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 5 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 5 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 6 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 6 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 6 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 7 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 7 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 7 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R 13 0 8 A 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 1 S C W D S & S C M T L 1 P T 4 5 M I N U N I T E N T RY 13 0 8 B 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " 2 F B - - I N S U L T E M P F B 2 - - P A T I O D O O R 13 0 8 C 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " 5 I N S U L F B - - W D 2 P T S T O R A G E L O C K E R SC A L E : 1 / 2 " = 1 ' - 0 " 1 IN T E R I O R E L E V A T I O N - A T T I C S P A C E SC A L E : 1 1 / 2 " = 1 ' - 0 " 2 DR A F T S T O P S E P A R A T I O N D O O R 1 2 34 5/6 DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET SC A L E : 3 " = 1 ' - 0 " 4 UN I T E N T R Y D R J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " 3 ST O R A G E L O C K E R D R J A M B D E T A I L Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) FINISH MATERIALS SPECIFIED FOR COMMON AREAS MATERIAL MANUFACTURER STYLE Color LOCATION FLOORS SC-1 Schofield Sealer Clear Fire sprinkler room SC-2 Schofield Chemstain - Building entry vestibule slab on grade TD-1 Trex - Padre Brown Stair corridors on 2nd and 3rd floors WALLS PT-1 Benjamin Moore Flat 1465 Nimbus General WALL BASE VB-1 Johnsonite 4.25 Reveal 24 Gray Haze General Common DOORS & FRAMES - UNIT INTERIORS DOOR NUMBER DOOR SIZE FRAME MAT'L UL FIRE RATING HARDWARE GROUP REMARKSMAT'L TYPE GRILLE TYPEWHT DOOR FRAME UN I T S I N T E R I O R S AP-1 3-0 6-8 1 3/8 WD A WD A AP-1 BEDROOM AP-2 3-0 6-8 1 3/8 WD A WD A AP-2 BATH AP-3 2-4 6-8 1 3/8 WD C WD A AP-3 CLOSET-FURNACE AP-4 1-4 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-5 1-6 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-6 1-8 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-7 2-0 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-8 2-4 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-9 2-6 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-10 2-8 6-8 1 3/8 WD A WD A AP-4 CLOSET AP-11 2-10 6-8 1 3/8 WD C WD A AP-4 CLOSET-FURNACE AP-12 3-0 6-8 1 3/8 WD C WD A AP-4 CLOSET-FURNACE DOOR SCHEDULE NOTES: 1.FURNISH FURNACE ROOM DOORS W/ INTEGRAL SOUND SEALS, HALF SADDLE & LOUVERED GRILL - COORDINATE GRILLE W/ HVAC CONTR 2.DOOR HARDWARE SHALL BE CAPABLE OF OPERATION WITH THE USE OF ONE (1) HAND AND SHALL NOT REQUIRE TIGHT PINCHING, TIGHT GRASPING OR TWISTING OF THE WRIST TO OPERATE. THUMBTURN DEADBOLTS ARE PROHIBITED; LEVER OR PADDLE DEADBOLT RELEASES ARE ACCEPTABLE. DOOR THRESHOLD SHALL NOT EXCEED ONE-HALF INCH (%") IN HEIGHT, THRESHOLDS EXCEEDING ONE-QUARTER INCH (114) IN HEIGHT SHALL HAVE A 1:2 BEVEL. DOOR CLOSERS SHALL MEET OPENING FORCE AND SWEEP PERIOD REQUIREMENTS. AP-13 PR 2-0 6-8 1 3/8 WD B WD B AP-4 CLOSET 2'x2' 2'X2' 2'X2' FINISH SCHEDULE MATERIALS SPECIFIED FOR UNITS MATERIAL MANUFACTURER Style Color LOCATION CPT-1 Shaw XV805 703 Cobblestone Bedrooms LVT-1 Evoke 7"x48"Shirley General and Baths (see note 1) PT-1 Benjamin Moore Flat 973 Ice Formations General / Ceilings PT-2 Benjamin Moore Flat 998 Cabot Trail Single Accent Wall in Living Room PLAM Pionite -Cressida AT371 Kitchen Countertops CM-1 Elite Cultured Marble #100 Brite White Bath tops, Integral Bowl, Sills CAB-1 Smart Rockport Honey Kitchens and Baths PW-1 -3.5 Reveal White With shoe trim KEY CPT Carpet LVP Luxury Vinyl Plank LVT Luxury Vinyl Tile PT Paint over GWB PW Painted Wood CM Cultured Marble CAB Cabinet / Casework VB Vinyl Base FLOORS WALLS SURFACES CASEWORK WALL BASE VB-1 Johnsonite 4.25 Reveal Snow White -01 General PLAM Plastic Lamonate SC TD Prefinished Trex Decking Stained Concrete N/A Not Applicable GENERAL NOTES: ADD ALTERNATES 1. Include add alternate for porcelain tile in bathrooms: Arizona "Legacy," color "Legacy" with 3.5x20 bullnose base. 2. Include add alternate for Squire Style cabinets in pecan. 3. Include add alternate for Corian solid surface counter tops in kitchen, fawn color. UNIT FINISH SCHEDULE LOCATION FLOOR BASE WALL CEILING COUNTERTOPS NOTES FOYER / ENTRY LVT-1 PW-1 PT-1 PT-1 KITCHEN LVT-1 PW-1 PT-1 PT-1 PLAM LIVING/ DINING LVT-1 PW-1 PT-1 PT-1 One Accent wall in PT-2 CORRIDORS LVT-1 PW-1 PT-1 PT-1 CLOSETS LVT-1 VB-1 PT-1 PT-1 LAUNDRY LVT-1 VB-1 PT-1 PT-1 Use adjacent room flooring in laundry BATH (S)LVT-1 VB-1 PT-1 PT-1 CM-1 BEDROOM (S)CPT-1 PW-1 PT-1 PT-1 BEDROOM CLOSETS CPT-1 VB-1 PT-1 PT-1 A B 6' - 8 " VA R I E S VARIES 3'-0"VARIES PREFIN PREHUNG WD FR A M E S 6' - 8 " VA R I E S VARIES 4'-0"VARIES PREFIN PREHUNG WD A B HC WD PREFIN - PREHUNG DO O R S PR HC WD PREFIN - PREHUNG C SC WD PREFIN - PREHUNG 2X2 GRILL 1.WALLS ARE TYPICALLY DIMENSION TO THE FACE OF THE STUD TO THE FACE OF STUD. 2.ALL INTERIOR WOOD STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O. 3.WOOD STUD DEMISING WALLS ON THIS PLAN ARE DIMENSIONED TO C.L. OF WALL 4.FOR WALL TYPES SEE WALL TYPE DETAILS SHEET G103 5.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION 6.FOR ALL NEW DOOR OPENINGS ALLOW FOR DOOR WIDTH PLUS 8 INCHES (4 INCHES EA. SIDE) TO ACCOUNT FOR TRIM U.N.O. 7.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE AND A602 FOR UNIT DOOR SCHEDULE 8.TUB BACKER / PREROCK MATERIALS SHALL BE "DENSARMOR PLUS" OR CEMENTIOUS TILE BACKER BOARD INSTALLED BY THE ROUGH CARPENTRY CONTRACTOR. 9.ALL LINEN CLOSETS TO HAVE SHELVES IN NUMBERS AND SIZES INDICATED ON THE DRAWINGS. ALL OTHER CLOSETS (EXCEPT BEDROOM CLOSETS) TO HAVE ONE WIRE SHELF WITH FREE SLIDE CLOTHES ROD. ALL CLOSET SHELVES ARE VINYL COATED WIRE WITH INTEGRAL - FREE SLIDE CLOTHES ROD. 10.BEDROOM CLOTHES CLOSET SHELVES SHALL BE 16" DEEP WITH THE HANGING ROD MOUNTED AT 12" FROM THE FACE OF THE MOUNTING WALL. IN THE BEDROOM CLOSETS WHERE DOUBLE SHELF AND ROD (2 SH & R) HAVE BEEN DESIGNATED, PROVIDE SHELVING WITH THE TOP SHELF MOUNTED AT 80" A.F.F. AND SHELF MOUNTED AT 40" A.F.F. DOUBLE SHELVES IN REACH IN CLOSETS - 12" UPPER AND 16" LOWER SHELVES. 11.ENTRY COAT CLOSET SHELVES SHALL BE 12' DEEP. WHERE COAT & CLOTHES CLOSETS CONTAIN ONLY ONE SHELF, MOUNT AT 68" TO TOP OF SHELF. SEE DOOR SCHEDULE FOR DOOR TYPE FINISHED JAMBS & STOPS FINISHED TRIM BOTH SIDES WOOD STUD WALL - SEE PLAN FOR TYPE SEALANT, BOTH SIDES 1/ 4 " 1/ 4 " VARIES SEE DOOR SCHEDULE FOR DOOR TYPE FINISHED JAMBS & STOPS FINISHED TRIM, BOTH SIDES WOOD STUD WALL - SEE PLAN FOR TYPE VARIES W/ WALL THICKNESS VARIES SEALANT, BOTH SIDES VARIES UNIT ENTRY DOOR DOOR DOOR DESCRIPTION LOCATION SIGN TEXT SYMBOL BRAILLE 1101A 1108A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 1101 < UNIT NUMBERS PER PLAN > 1108 1110A 1111A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE 1109A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM UNIT ENTRY DOOR1201A 1208A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 1201 < UNIT NUMBERS PER PLAN > 1208 UNIT ENTRY DOOR1301A 1308A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 1301 < UNIT NUMBERS PER PLAN > 1308 UNIT ENTRY DOOR2102A 2108A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 2202 < UNIT NUMBERS PER PLAN > 2108 2110A 2111A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE 2109A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM UNIT ENTRY DOOR2201A 2208A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 2201 < UNIT NUMBERS PER PLAN > 2208 UNIT ENTRY DOOR2301A 2308A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 2301 < UNIT NUMBERS PER PLAN > 2308 2101A OFFICE ENTRY DOOR CORRIDOR SIDE MANAGEMENT OFFICE OFFICE BATHROOM DOOR OFFICE SIDE RESTROOM UNIT ENTRY DOOR3101A 3110A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 3101 < UNIT NUMBERS PER PLAN > 3110 3112A 3113A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE 3111A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM UNIT ENTRY DOOR3201A 3210A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 3201 < UNIT NUMBERS PER PLAN > 3210 UNIT ENTRY DOOR3301A 3310A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 3301 < UNIT NUMBERS PER PLAN > 3310 3114A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE UNIT ENTRY DOOR4101A 4112A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 4101 < UNIT NUMBERS PER PLAN > 4112 4114A 4115A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE 4113A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM UNIT ENTRY DOOR4201A 4212A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 4201 < UNIT NUMBERS PER PLAN > 4212 UNIT ENTRY DOOR4301A 4312A UNIT ENTRY DOOR UNIT ENTRY DOOR CORRIDOR SIDE CORRIDOR SIDE CORRIDOR SIDE 4301 < UNIT NUMBERS PER PLAN > 4312 4116A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE M101A MAINTENANCE ROOM ENTRY DOOR EXTERIOR SIDE SITE MAINTENANCE TRASH ENCLOSURE ENTRY DOORM102A T1A TRASH ENCLOSURE ENTRY DOOR TRASH ENCLOSURE ENTRY DOOR EXTERIOR SIDE CORRIDOR SIDE CORRIDOR SIDE TRASH COLLECTION ROOM TRASH COLLECTION ROOM TRASH COLLECTION ROOM T1A BU I L D I N G 1 BU I L D I N G 2 BU I L D I N G 3 BU I L D I N G 4 SI T E DOOR SIGNAGE LEGEND NOTES: 1. ALL SIGNAGE LETTERING TO USE TACTILE CHARACTERS PER ICC/ANSI: SECT. 703. 2. SIGNAGE WITH THE INTERNATIONAL ACCESSIBILITY SYMBOL TO BE AT ALL ACCESSIBLE ENTRANCES PER APPLICABLE BUILDING CODE. 3. A TACTILE EXIT SIGN WITH THE WORD "EXIT" SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 4. ALL SIGNAGE TO BE MOUNTED @ 60" A.F.F. TO THE CENTERLINE OF THE SIGN. 5. MOUNTING LOCATION SHALL BE SO THAT A PERSON APPROACHING WITHIN 3" OF SIGN DOES NOT ENCOUNTER PROTRUDING OBJECTS OR WITHIN THE SWING OF A DOOR. 6. ALL TACTILE SIGNAGE PROVIDED AT A DOOR SHALL BE MOUNTED ON THE LATCH SIDE OF THE DOOR, TYP. 7. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL. 8. * INTERNATIONAL SYMBOL OF ACCESSIBILITY TO BE DISPLAYED AT THIS LOCATION. SIZE, STYLE, LOCATION, AND HEIGHT TO COMPLY WITH ICC/ANSI: SECT. 703. NOTE: SIGNAGE LIST DOES NOT INCLUDE THE FOLLOWING: - WARNING SIGNAGE FOR ELECTRICAL OR OTHER HAZARDOUS EQUIPMENT. - SIGNAGE FOR ACCESSIBLE PARKING STALLS. DOOR SIGNAGE SCHEDULE X INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT INTERIOR SIDE EXIT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Sheet No. Sheet Title REAL ESTATE DEVELOPMENT & MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date: Project No. Drawn by: Consultant Seal Issue Date: 8/11/2014 4:46:20 PM A602 SCHEDULES - ROOM FINISHES LI O N ' S R I D G E AP A R T M E N T H O M E S 12 6 5 N . F r o n t a g e R o a d W e s t To w n o f V a i l , C O 8 1 6 5 7 14LION-00-01 crd/dmk 2014.03.14 SCALE: 1/4" = 1'-0" UNIT FRAME & DOOR ELEVATIONS COMMON AREA ROOM FINISH SCHEDULE BLDG ROOM NO.NAMEFLOORBASEWALLCEILINGCLG HTREMARKS 1 11009SPRINKLER CLOSETSC-1VBPT-1PT-19'-0" 11110STAIRSSC-2VBPT-1N/A9'-0" 11111STAIRSSC-2VBPT-1N/A9'-0" 11210STAIRSTD-1N/APT-1N/A9'-0" 11211STAIRSTD-1N/APT-1N/A9'-0" 11310STAIRSTD-1N/APT-1PT-19'-0" 11311STAIRSTD-1N/APT-1PT-19'-0" 2 22109SPRINKLER CLOSETSC-1VBPT-1PT-19'-0" 22110STAIRSSC-2VBPT-1N/A9'-0" 22111STAIRSSC-2VBPT-1N/A9'-0" 22210STAIRSTD-1N/APT-1N/A9'-0" 22211STAIRSTD-1N/APT-1N/A9'-0" 22310STAIRSTD-1N/APT-1PT-19'-0" 22311STAIRSTD-1N/APT-1PT-19'-0" 3 33111SPRINKLER CLOSETSC-1VBPT-1PT-19'-0" 33112STAIRSSC-2VBPT-1N/A9'-0" 33113STAIRSSC-2VBPT-1N/A9'-0" 33114STAIRSSC-2VBPT-1N/A9'-0" 33212STAIRSTD-1N/APT-1N/A9'-0" 33213STAIRSTD-1N/APT-1N/A9'-0" 33214STAIRSTD-1N/APT-1N/A9'-0" 33312STAIRSTD-1N/APT-1PT-19'-0" 33313STAIRSTD-1N/APT-1PT-19'-0" 33314STAIRSTD-1N/APT-1PT-19'-0" 4 44113SPRINKLER CLOSETSC-1VBPT-1PT-19'-0" 44114STAIRSSC-2VBPT-1N/A9'-0" 44115STAIRSSC-2VBPT-1N/A9'-0" 44116STAIRSSC-2VBPT-1N/A9'-0" 44214STAIRSSC-2VBPT-1N/A9'-0" 44215STAIRSTD-1N/APT-1N/A9'-0" 44216STAIRSTD-1N/APT-1N/A9'-0" 44314STAIRSTD-1N/APT-1PT-19'-0" 44315STAIRSTD-1N/APT-1PT-19'-0" 44316STAIRSTD-1N/APT-1PT-19'-0" SCALE: 3" = 1'-0" 4 INTERIOR DOOR JAMB SCALE: 3" = 1'-0" 5 INTERIOR DOOR HEAD DateIssue Description 2014.04.102014.04.102014.04.102014.04.10REVISION 1REVISION 1REVISION 1REVISION 1 2014.08.042014.08.042014.08.042014.08.04BULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SETBULLETIN 1 - CONSTRUCTION SET Reviewed for Code Compliance Code: 2012 International Building Code (IBC) AB B R E V I A T I O N S AF C - A B O V E F I N I S H E D C E I L I N G AF F - A B O V E F I N I S H E D F L O O R AF G - A B O V E F I N I S H E D G R A D E AL - A L U M I N U M BF G - B E L O W F I N I S H G R A D E C - C O N D U I T CK T - C I R C U I T CT - C U R R E N T T R A N S F O R M E R EM - E M E R G E N C Y EW C - E L E C T R I C W A T E R C O O L E R (E ) - E X I S T I N G FB O - F U R N I S H E D B Y O T H E R S GF I - G R O U N D F A U L T CI R C U I T I N T E R R U P T E R IC - I N T E R M E D I A T E C R O S S - C O N N E C T IA W - I N A C C O R D A N C E W I T H NI C - N O T I N C O N T R A C T DW - D I S H W A S H E R DI S P - G A R B A G E D I S P O S A L NL - N I G H T L I G H T NT S - N O T T O S C A L E RE F - R E F R I G E R A T O R TV S S - T R A N S I E N T V O L T A G E S U R G E S U P P R E S S O R UG - U N D E R G R O U N D UN O - U N L E S S N O T E D O T H E R W I S E WP - W E A T H E R P R O O F XP - E X P L O S I O N P R O O F +1 8 " - M O U N T I N G H E I G H T T O C E N T E R L I N E O F D E V I C E A B O V E F I N I S H F L O O R POWER SYMBOLS SINGLE RECEPTACLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE DUPLEX RECEPTACLE; HALF SWITCHED ISOLATED GROUND DUPLEX RECEPTACLE WALL MOUNTED SPECIAL OUTLET AS NOTED SPECIAL OUTLET AS NOTED JUNCTION BOX WALL MOUNTED JUNCTION BOX FLOOR MOUNTED JUNCTION BOXDUPLEX RECEPTACLE MOUNTED ABOVE COUNTERC FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM DIVISION 15 EQUIPMENT POWER CONNECTION FUSED DISCONNECT NON FUSED DISCONNECT MOTOR STARTER ENCLOSED CIRCUIT BREAKER PULL BOX PUSH BUTTON TRANSFORMER PANELBOARD OR LOADCENTER CONTACTOR ELECTRIC MOTOR METER THERMOSTAT AUTOMATIC TRANSFER SWITCH ONE-LINE DIAGRAM SYMBOLSCIRCUIT HOMERUN CONDUIT RUN CONDUIT RUN BELOW GRADE CONDUIT UP CONDUIT DOWN DISCONNECT SWITCH FUSE CIRCUIT BREAKER CURRENT TRANSFORMER POTENTIAL TRANSFORMER METER SURGE SUPPRESSION DEVICEVOLT-METER SELECTOR SWITCH GROUNDGROUND FAULT PROTECTIONAMP-METER SHUNT TRIP NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT COLD WATER GROUND CONNECTION BUILDING STEEL GROUND CONNECTIONTIMER SWITCHMULTI-OUTLET PLUG STRIP TIME CLOCK PHOTO-CELL SWITCH THERMAL OVERLOAD SWITCH VARIABLE SPEED SWITCH KEY SWITCH LI G H T I N G F I X T U R E S Y M B O L S RE C E S S E D L I G H T I N G F I X T U R E WA L L M O U N T E D L I G H T WA L L M O U N T E D U P - L I G H T PE N D A N T M O U N T E D L I G H T SU R F A C E M O U N T E D L I G H T DI R E C T I O N A L / A D J U S T A B L E R E C E S S E D L I G H T I N G F I X T U R E MO N O - P O I N T L I G H T I N G F I X T U R E RE C E S S E D S T E P L I G H T FL U O R E S C E N T S T R I P L I G H T WA L L M O U N T E D L I N E A R F L U O R E S C E N T L I G H T RE C E S S E D O R S U R F A C E M O U N TED FLUORESCENT TROFFER FI X T U R E W I T H E M E R G E N C Y B A C K U P O R O N E M C I R C U I T WA L L M O U N T E D E X I T S I G N W / F A C E S & A R R O W S A S S H O W N EM E R G E N C Y L I G H T S CE I L I N G M O U N T E D E X I T S I G N W / F A C E S & A R R O W S A S S H O W N SW I T C H TH R E E - W A Y S W I T C H FO U R - W A Y S W I T C H DO O R J A M B S W I T C H LI G H T I N G C O N T R O L S Y M B O L S FIRE ALARM SYMBOLS FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATOR PANEL SMOKE DETECTOR HEAT DETECTOR COMBO SMOKE/HEAT DETECTOR FIRE ALARM HORN FIRE ALARM STROBE FIRE ALARM COMBO HORN/STROBEFIRE ALARM PULL STATION FIRE ALARM SPEAKER FIRE ALARM COMBO SPEAKER/STROBE FIREMAN'S PHONE JACKDUCT SMOKE DETECTOR SPRINKLER SYSTEM FLOW SWITCH SPRINKLER SYSTEM TAMPER SWITCH FIRE/SMOKE DAMPER CO M M U N I C A T I O N S Y M B O L S TE L E P H O N E W A L L O U T L E T DA T A W A L L O U T L E T CO M B O P H O N E / D A T A O U T L E T CL O C K W A L L O U T L E T TE L E P H O N E F L O O R O U T L E T DA T A F L O O R O U T L E T DO U B L E T E L E P H O N E W A L L O U T L E T DA T A W A L L O U T L E T PO W E R / T E L E C O M P O L E CL O C K C E I L I N G O U T L E T TI M E T O N E G E N E R A T O R CA L L I N S W I T C H MA S T E R I N T E R C O M S T A T I O N M IN T E R C O M S T A T I O N AM P L I F I E R CH I M E BU Z Z E R BE L L GR O U N D I N G B U S B A R WI R E L E S S L A N ( W I - F I ) A C C E S S P O I N T AW G - A M E R I C A N W I R E G A U G E AP - A C C E S S P O I N T AH J - A U T H O R I T Y H A V I N G J U R I S D I C T I O N BM S - B U I L D I N G M A N A G E M E N T S Y S T E M CA T V - C O M M U N I T Y ( C A B L E ) A N T E N N A T E L E V I S I O N S Y S T E M CC T V - C L O S E D C I R C U I T T E L E V I S I O N CP U - C E N T R A L P R O C E S S I N G U N I T FA - F I R E A L A R M FA C P - F I R E A L A R M C O N T R O L P A N E L GR D - G R O U N D GC - G E N E R A L C O N T R A C T O R ID F - I N T E R M E D I A T E D I S T R I B U T I O N F R A M E IG - I S O L A T E D G R O U N D IR - I N F R A R E D OC - O N C E N T E R MD F - M A I N D I S T R I B U T I O N F R A M E LA N - L O C A L A R E A N E T W O R K PA - P U B L I C A D D R E S S WA N - W I D E A R E A N E T W O R K WL A N - W I R E L E S S L O C A L A R E A N E T W O R K W - W A T T V - V O L T TT B - T E L E V I S I O N T E R M I N A L B O A R D EX T E R I O R P O L E M O U N T E D L I G H T EX T E R I O R P O S T ( B O L L A R D ) M O U N T E D L I G H T DA Y L I G H T P H O T O S E N S O R KE Y S W I T C H VA R I A B L E S P E E D S W I T C H DI M M E R TH R E E - W A Y D I M M E R LO W V O L T A G E S W I T C H WA L L O C C U P A N C Y S E N S O R / S W I T C H TH E R M A L O V E R L O A D S W I T C H SM A L L R O O M O C C U P A N C Y S E N S O R LA R G E R O O M O C C U P A N C Y S E N S O R CO R R I D O R O C C U P A N C Y S E N S O R '* ' I S S U E D F O R I N F O R M A T I O N O N L Y ' ' N O T P A R T O F S E T ' ' I S S U E D A S P A R T O F A S E T IS S U E L O G K E Y : # DATE IS S U E L O G EL E C T R I C A L S H E E T I N D E X TI T L E EL E C T R I C A L C O V E R S H E E T E0 0 0 DESIGN DEVELOPM ENT 01/29/14 EL E C T R I C A L S C H E D U L E S E0 0 1 EL E C T R I C A L S I T E P L A N E1 0 0 BU I L D I N G A E L E C T R I C A L P L A N S E1 1 1 BU I L D I N G A E L E C T R I C A L P L A N S E1 1 2 BU I L D I N G B E L E C T R I C A L P L A N S E1 2 1 BU I L D I N G B E L E C T R I C A L P L A N S E1 2 2 BU I L D I N G C E L E C T R I C A L P L A N S E1 3 1 BU I L D I N G C E L E C T R I C A L P L A N S E1 3 2 BU I L D I N G D E L E C T R I C A L P L A N S E1 4 1 BU I L D I N G D E L E C T R I C A L P L A N S E1 4 2 UN I T S E L E C T R I C A L P L A N S E4 0 1 EL E C T R I C A L O N E - L I N E D I A G R A M E5 0 1 EL E C T R I C A L D I A G R A M S E5 0 2 UN I T S E L E C T R I C A L P L A N S E4 0 2 GE N E R A L N O T E S ( E L E C T R I C A L S P E C I F I C A T I O N S ) : 1. . V E R I F Y D I M E N S I O N S O N A R C H I T EC T U R A L D R A W I N G S A N D I N F I E L D P R I O R T O C O M M E N C E M E N T O F W O R K . 2. A. E A C H B I D D E R S H A L L E X A M I N E T H E B I D D I N G D O C U M E N T S C A R E F U LL Y , A N D N O T L A T E R T H A N S E V E N D A Y S P R I O R T O T H E D A T E O F RE C E I P T O F B I D S , S H A L L M A K E W R I T T E N R E Q U E S T T O T H E A R C H I T EC T F O R I N T E R P R E T A T I O N O R C O R R E C T I O N O F A N Y D I S C R E P A N C I E S , AM B I G U I T I E S , I N C O N S I S T E N C I E S , O R E R R O R S T H E R E I N W H I C H H E MA Y D I S C O V E R . T H E A R C H I T E C T W I L L B E I S S U E A N Y I N T E R P R E T A T I O N OR C O R R E C T I O N A S A N A D D E N D U M . O N L Y A W R I T T E N I N T E R P R E TA T I O N O R C O R R E C T I O N B Y A D DE N D U M S H A L L B E B I N D I N G . N O BI D D E R S H A L L R E L Y U P O N I N T E R P R E T A T I O N S O R C O R R E C T I O N S G I V E N B Y A N Y O T H E R M E TH O D . I F D I S C R E P A N C I E S , A M B I G U I T I E S , IN C O N S I S T E N C I E S , O R E R R O R S A R E N O T C O V E R E D B Y A D D E N D U M O R W R I T T E N D I R E C T I V E , C O N T R A C T O R S H A L L I N C L U D E I N H I S B I D , LA B O R M A T E R I A L S A N D M E T H O D S O F C O N S T R U C T I O N R E S U L T I N G I N H I G H E R C O S T . A F T E R A W A R D O F C O N T R A C T , N O A L L O W A N C E O R EX T R A C O M P E N S A T I O N W I L L B E M A D E O N B E H A L F O F T H E C O N T RA C T O R D U E T O H I S F A I L U R E T O M A K E T H E W R I T T E N R E Q U E S T S A S DE S C R I B E D A B O V E . B. F A I L U R E T O R E Q U E S T C L A R I F I C A T I O N D U R I N G T H E B I D P E R I O D O F A N Y I N A D E Q U A C Y , O M I S S I O N , O R C O N F L I C T W I L L N O T R E L I E V E T H E CO N T R A C T O R O F T H E I R RE S P O N S I B I L I T I E S . T H E S I G N I N G O F T H E C O N T R A C T W I L L B E C O N S I D E R E D A S I M P L I C I T L Y D E N O T I N G T H A T T H E CO N T R A C T O R H A S A T H O R O U G H C O M P R E HE N S I O N O F T H E F U L L I N T E N T A N D S C O P E O F T H E W O R K I N G D R A W I N G S A N D SP E C I F I C A T I O N S . 3. V I S I T S I T E P R I O R T O B I D A N D V E R I F Y T H A T C O N D I T I O N S A R E A S I N DI C A T E D . C O N T R A C T O R S H A L L I N C L U D E I N H I S B I D C O S T S R E Q U I R E D T O MA K E H I S W O R K M E E T E X I S T I N G C O N D I T I O N S . 4. R E V I E W A R C H I T E C T U R A L , C I V I L , S T R U C T U R A L , M E C H A N I C A L , A N D O T H E R D R A W I N G S P R I O R T O B I D . 5. W O R K S H A L L B E P E R F O R M E D I N A W O R K M A N L I K E M A N N E R T O T H E S A TI S F A C T I O N O F T H E A R C H I T E C T . AL L W O R K S H A L L B E C O O R D I N A T E D WI T H O T H E R T R A D E S . F A I L U R E T O C O O R D I N A T E W I T H O T H E R T R A D ES A N D G E N E R A L C O N T R A C T O R W I L L N O T B E A C C E P T E D A S A R E A S O N FO R C H A N G E O R D E R S . 6. W O R K , M A T E R I A L S , A N D E Q U I P M E N T S H A L L C O N F O R M T O T H E L A T E S T E D I T I O N S O F L O C A L ( T O W N O F V A I L ) , S T A T E O F C O L O R A D O , A N D NA T I O N A L C O D E S A N D O R D I N A N C E S . 7. G U A R A N T E E T H E I N S T A L L A T I O N A G A I N S T D E F E C T S I N M A T E R I A L S A N D W O R K M A N S H I P W H I C H M A Y O C C U R U N D E R N O R M A L U S A G E F O R A PE R I O D O F O N E Y E A R A F T E R O W N E R ' S A C C E P T A N C E . D E F E C T S SH A L L B E P R O M P T L Y R E M E D I E D W I T H O U T C O S T T O T H E O W N E R . 8. S Y S T E M S S H A L L B E C O M P L E T E , O P E R A B L E , A N D R E A D Y F O R C O N T I N U O US O P E R A T I O N . L I G H T S , S W I T C H E S , R E C E P T A C L E S , M O T O R S , E T C . SH A L L B E C O N N E C T E D A N D O P E R A B L E . 9. P R O V I D E E N G R A V E D N A M E P L A T E S O N P A N E L B O A R D S , D I S C O N N E C T S W I T C H E S , M U L T I - M E T E R S T A C K S , E T C . , I N D I C A T I N G E Q U I P M E N T DE S I G N A T I O N ( O R D E S I G N A T I O N O F E Q U I P M E N T S E R V E D ) , A N D V O L T A G E . 10 . P A N E L D I R E C T O R I E S S H A L L B E R E M O V A B L E . R O O M ( U N I T ) N A M E S A N D N U M B E R S S H A L L B E A S D I R E C T E D BY O W N E R . D I R E C T O R I E S S H A L L B E TY P E D A N D I N S T A L L E D U N D E R C L E A R P L A S T I C C O V E R S . 11 . C O N T R A C T O R ' S F A I L U R E T O O R D E R O R R E L E A S E O R D E R F O R M A T E RI A L S A N D / O R E Q U I P M E N T W I L L N O T B E A C C E P T E D A S A R E A S O N T O SU B S T I T U T E A L T E R N A T E M A T E R I A L S , E Q U I P M E N T , O R I N S T A L L A T I O N M E T H O D S . 12 . V E R I F Y E X A C T L O C A T I O N S O F E X I S T I N G A N D N E W U N D E R G R O U N D U T I L I T I E S , P I P I N G , A N D R A C E W A Y S Y S T E M S P R I O R T O T R E N C H I N G . PR O V I D E N E C E S S A R Y T R E N C H I N G , B A C K F I L L , E X C A V A T I O N , S U P P O R T S , S E R V I C E F E E D E R S ( C O N D U I T A N D / O R W I R E ) , P U L L B O X E S , TR A N S F O R M E R P A D S , S A W C U T T I N G A N D P A T C H I N G , C O N C R E T E / P A V I N G , E T C . R E Q U I R E D . B A C K F I L L T R E N C H E S T O 9 0 P E R C E N T C O M P A C T I O N AN D P A T C H T O M A T C H E X I S T I N G . C O N T R A C T OR S H A L L O B T A I N A N D V E R I F Y E X A C T U T I L IT Y C O M P A N Y D R A W I N G S A N D R E Q U I R E M E N T S . 13 . C O N T R A C T O R I S R E S P O N S I B L E F O R C O OR D I N A T I O N W I T H U T I L I T Y C O M P A N I E S . 14 . V E R I F Y E X A C T L O C A T I O N O F E Q U I P M EN T A N D A P P L I A N C E S T O B E F U R N I S HE D B Y O T H E R S P R I O R T O R O U G H - I N . 15 . F I N A L C O N N E C T I O N S T O E Q U I P M E N T S H A L L BE I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S A P P R O V E D W I R I N G D I A G R A M S , D E T A I L S , A N D IN S T R U C T I O N S . I T S H A L L B E T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O P R O V I D E M A T E R I A L S A N D E Q U I P M E N T C O M P A T I B L E W I T H E Q U I P M E N T AC T U A L L Y S U P P L I E D . 16 . A L L E M P T Y R A C E W A Y S Y S T E M S S H A L L H A V E A N U M B E R 1 2 P U L L W I R E O R E Q U A L , A N D S H A L L B E I D E N T I F I E D A T A L L J U N C T I O N , P U L L A N D TE R M I N A T I O N P O I N T S , U S I N G P E R M A N E N T M E T A L L I C T A G S . T A G S H A L L I N D I C A T E I N T E N D E D U S E O F C O N D U I T , O R I G I N A T I O N , A N D TE R M I N A T I O N P O I N T S O F E A C H I N D I V I D U A L C O N D U I T . 17 . I N S T A L L A L L M A T E R I A L S I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . A N Y D E V I A T I O N S S H A L L B E B R O U G H T T O T H E AR C H I T E C T / E N G I N E E R ' S A T T E N T I O N P R I O R T O I N S T A L L A T I O N . 18 . S Y S T E M S S H A L L B E T E S T E D F O R P R O P E R O P E R A T I O N . I F T E S T S S H OW T H A T W O R K I S D E F E C T I V E , C O N T R A C T O R S H A L L M A K E C O R R E C T I O N S NE C E S S A R Y A T N O C O S T T O O W N E R . 19 . S P L I C E S I N E X T E R I O R P U L L B O X E S A N D M A N H O L E S S H A L L B E M A DE W A T E R P R O O F U S I N G " S C O T C H C A S T " S P L I C E K I T O R A P P R O V E D E Q U A L . SE A L E N D S O F C O N D U I T S A N D D U C T S W I T H " D U C T S E A L " O R A P P R O V E D E Q U A L . 20 . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R R E P L A C I N G E Q U I P M E N T W H I C H I S D A M A G E D D U E T O I N C O R R E C T F I E L D W I R I N G P R O V I D E D U N D E R TH I S S E C T I O N , O R F A C T O R Y W I R I N G I N E Q U I P M E N T P R O V I D E D U N D E R T H I S S E C T I O N . 21 . A L L E L E C T R I C A L S Y S T E M S C O M P O N E N T S S H A L L B E L I S T E D O R L A B E L E D B Y U . L . O R O T H E R R E C O G N I Z E D T E S T I N G F A C I L I T Y . 22 . T Y P E ' N M ' O R ' N M C ' C A B L E M A Y B E U S E D , A L L B R A N C H C I R C U I T S S H A L L B E I N S T A L L E D I N L I S T E D M E T A L C L A D ( M C ) C A B L E W H E N R O U T E D IN W A L L S A N D A B O V E F I N I S H E D C E I L I N G S . E X P O S E D B R A N C H C I R C U I T S A N D F E E D E R S S H A L L B E I N R A C E W A Y / C O N D U I T . 23 . M E C H A N I C A L P L A N S F O R L O C A T I O N O F M E C H A N I C A L E Q U I P M E N T . P R O V I D E S E R V I C E T O , A N D C O NN E C T E Q U I P M E N T A S R E Q U I R E D . 24 . D I S C O N N E C T S W I T C H E S S H A L L B E G E N E R A L D U T Y T Y P E . 25 . C O N T R A C T O R S H A L L I N C L U D E A C O M P L E T E A N D O P E R A B L E GU T T E R / D O W N S P O U T H E A T T R A C E S Y S T E M W I T H A M B I E N T T H E R M O S T A T S E N S O R C O N T R O L S Y S T E M . H E A T T R A C E B R A N C H C I R C U I T S S H A L L HA V E G F E P P R O T E C T I O N P E R N E C . C O N T R A C T O R S H A L L I N C L U D E A L L M O U N T I N G C L I P S , C O N T R O L S , H A N G E R S , P O W E R C O N N E C T I O N S , E T C . CO N T R A C T O R S H A L L P R O V I D E A P L A N I N D I C A T I NG E A C H C O N T R O L Z O N E A N D ES T I M A T E D L O A D , L E N G T H O F H E A T T R A C E F O R E A C H B R A N C H CI R C U I T I N S H O P D R A W I N G S U B M I T T A L . C O N T R A C T O R S H A L L I N C L UD E A L L M A N U F A C T U R E R ' S R E C O M M E N D E D T E S T I N G ( M E G E R T E S T S ) . CO N T R A C T O R S H A L L S U B M I T T E S T IN G R E P O R T S F O R A L L E L E C T R I C A L H E A T T R A C E C I R C U I T S A S P A R T O F T H E P R O J E C T C L O S E O U T DO C U M E N T A T I O N . 26 . F I R E A L A R M S Y S T E M S H A L L B E D E S I G N / B U I L T B Y C O NT R A C T O R . C O N T R A C T O R S H A L L O B T A I N E N G I N E E R O F R E C O R D FO R S Y S T E M . P R O V I D E D E V I C E S , C O N D U I T , W I R E S , A N D C A B L E A S D I R E C T E D B Y E Q U I P M E N T M A N U F A C T U R E R . M A T E R I A L S , E Q U I P M E N T , A N D WO R K M A N S H I P S H A L L M E E T P R E V A I L I N G C O D E S . T H E S Y S T E M S H A L L B E C O M P L E T E A N D O P E R A B L E I N E V E R Y R E S P E C T . S U B M I T S I N G L E LI N E O F S Y S T E M W I T H S H O P D R A W I N G S A N D S E Q U E N C E O F O P E R A T I O N . T H I S S I N G L E L I N E D I A G R A M S H A L L S H O W D E V I C E S , C O N D U I T , W I R E , AN D C A B L E S I Z E S , E Q U I P M E N T T O B E U S E D , A N D S H A L L B E S T A M P E D AN D S I G N E D B Y L O C A L F I R E D E P A R TM E N T . S Y S T E M C A L I B R A T I O N A N D TE S T I N G S H A L L B E B Y F A C T O R Y C E R T I F I E D T E C H N I C I A N . O N E A D D R E S S I B L E S Y S T E M S M O K E D E T E C T O R S H A L L B E I N S T A L L E D A T E A C H RE S I D E N T I A L U N I T . F I R E A L A R M R A C E W A Y S H A L L B E R E D I N C O L O R . 27 . B O X E S F O R T E L E P H O N E , T V , C O M P U T E R , W I R I N G D E V I C E S , E T C . S H A L L B E M I N I M U M 4 " S Q U A R E . 28 . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T E L E P H O N E C A B L E ( P R E W I R E D) F R O M I N D I V I D U A L O U T L E T S ( R E C E P T A C L E S ) T O T H E U N I T M E D I A CA B I N E T . 29 . C O N T R A C T O R S H A L L B E RE S P O N S I B L E F O R T E L E V I S I O N C A B L E R G - 6 , A N D F I T T I N G S F R O M E A C H T E L E V I S I O N OU T L E T T O U N I T M E D I A C A B I N E T F O R I N D I V I D U A L U N I T . ( P R O V I D E M I N I M U M 6 F E E T O F C A B L E C O I L E D A T M E D I A C A B I N E T ) . I N A D D I T I O N , IN S T A L L C A B L E W I T H F I T T I N G S F U R N I S H E D B Y O T H E R S F O R C A B L E T E L E V I S I O N F R O M E A C H T E L E V I S I O N O U T L E T T O C A B L E T V C A B I N E T . 30 . F I R E A L A R M , S O U N D , T E L E P H O N E , C O M P U T E R , A N D S I M I L A R S Y S T E M S C O N D U I T S L A R G E R T H A N 1 " S H A L L H A V E L O N G R A D I U S S W E E P S ( 1 2 TI M E S T H E D I A M E T E R ) . AD D A L T E R N A T E # 1 - U N I T CE I L I N G F A N / L I G H T O P T I O N PR O V I D E A N A D D A L T E R N A T E , L I N E I T E M , C O S T T O P R O V I D E A CE I L I N G F A N / L I G H T H U N T E R P R O D U C T # 5 3 2 5 7 I N A L L U N I T BE D R O O M S A N D L I V I N G R O O M S I N L I E U L I G H T I N G F I X T U R E TY P E ' S 1 ' . I N C L U D E A N A D D I T I O N A L S W I T C H A T E A C H U N I T BE D R O O M A N D L I V I N G R O O M T O C O N T R O L T H E F A N SE P A R A T E L Y F R O M T H E L I G H T . FI R E A L A R M A N D C O M M U N I C A T I O N S D I A G R A M S E6 0 1 EL E C T R I C A L L O A D C A L C S / P A N E L S C H E D U L E S E5 0 3 EL E C T R I C A L P A N E L S C H E D U L E S E5 0 4 BID AND BUILDING PE R MIT 03/14/14 1 Sheet No.Sheet TitleDCBA1 2 3 4 5 D C B A 1 2 3 4 5 REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E000ELECTRICAL COVER SHEETMBS08/04/14Bulletin 11 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Gorman & Company, Inc. 200 North Main Street Oregon, Wisconsin 53575 LION’S RIDGE APARTMENT HOMES 1265 North Frontage Road Vail, Colorado Specifications Gorman & Company, Inc. March 14, 2014 Revised August 4, 2014 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) GORMAN & COMPANY, INC. Lion’s Ridge Apartment Homes 2014.04.29 TABLE OF CONTENTS TABLE OF CONTENTS DIVISION 00 ‐ PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 01 PROJECT TITLE PAGE 00 01 02 PROJECT INFORMATION 00 01 10 TABLE OF CONTENTS 00 01 15 LIST OF DRAWING SHEETS 00 11 13 ADVERTISEMENT FOR BIDS 00 21 13 INSTRUCTIONS TO BIDDERS 00 31 00 AVAILABLE PROJECT INFORMATION  Soils Analysis (Geotechnical) Report  Bolder Retaining Wall Design  Property Management Waste and Recycling Plan  Roof Snow Guard Plan and Stamped Engineering Report  Structural Calculations  Life Safety Report  UL U347  UL U341  UL U333  UL L563  UL P533 00 41 00 BID FORM 00 72 00 GENERAL CONDITIONS 00 73 00 SUPPLEMENTARY CONDITIONS DIVISION 01 ‐ GENERAL REQUIREMENTS 01 20 00 PRICE AND PAYMENT PROCEDURES 01 31 13 PROJECT COORDINATION 01 40 00 QUALITY REQUIREMENTS 01 41 00 REGULATORY REQUIREMENTS 01 42 16 DEFINITIONS 01 42 19 REFERENCE STANDARDS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL 01 60 00 PRODUCT REQUIREMENTS 01 61 16 VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 77 00 PROJECT CLOSEOUT PROCEDURES 01 78 00 WARRANTY PROCEDURES DIVISION 02 ‐ EXISTING CONDITIONS 02 41 00 DEMOLITION 02 41 13 SITE DEMOLITION DIVISION 03 ‐ CONCRETE 03 30 00 CAST‐IN‐PLACE CONCRETE 03 35 11 CONCRETE FLOOR FINISHES 03 54 00 CAST UNDERLAYMENT GORMAN & COMPANY, INC. Lion’s Ridge Apartment Homes 2014.04.29 TABLE OF CONTENTS DIVISION 04 ‐ MASONRY 04 20 10 REINFORCED UNIT MASONRY DIVISION 05 ‐ METALS 05 12 00 STRUCTURAL STEEL FRAMING 05 72 10 ORNAMENTAL RAILINGS DIVISION 06 ‐ WOOD, PLASTICS, AND COMPOSITES 06 05 73 WOOD TREATMENT 06 10 00 ROUGH CARPENTRY 06 15 10 WOOD‐POLYMER COMPOSITE DECKING 06 16 00 SHEATHING 06 17 53 SHOP FABRICATED WOOD TRUSSES 06 20 00 FINISH CARPENTRY DIVISION 07 ‐ THERMAL AND MOISTURE PROTECTION 07 11 13 BITUMINOUS DAMPPROOFING 07 18 00 TRAFFIC COATINGS 07 21 00 THERMAL INSULATION 07 21 19 FOAMED‐IN‐PLACE INSULATION 07 21 26 BLOWN INSULATION 07 25 00 WEATHER BARRIERS 07 31 13 ASPHALT SHINGLES 07 41 13 METAL ROOF PANELS 07 46 46 FIBER‐CEMENT SIDING 07 62 00 SHEET METAL FLASHING AND TRIM 07 71 00 ROOF SPECIALTIES 07 71 23 MANUFACTURED GUTTERS AND DOWNSPOUTS 07 72 00 ROOF ACCESSORIES 07 84 00 FIRESTOPPING DIVISION 08 ‐ OPENINGS 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 14 16 FLUSH WOOD DOORS 08 16 13 FIBERGLASS DOORS 08 31 00 ACCESS DOORS AND PANELS 08 43 13 ALUMINUM‐FRAMED STOREFRONTS 08 54 00 COMPOSITE WINDOWS 08 71 00 DOOR HARDWARE 08 80 00 GLAZING 08 83 00 MIRRORS DIVISION 09 ‐ FINISHES 09 21 16 GYPSUM BOARD ASSEMBLIES 09 65 19 RESILIENT TILE FLOORING 09 90 00 PAINTING AND COATING GORMAN & COMPANY, INC. Lion’s Ridge Apartment Homes 2014.04.29 TABLE OF CONTENTS DIVISION 10 ‐ SPECIALTIES 10 14 24 IDENTIFICATION DEVICES 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES 10 44 00 FIRE PROTECTION SPECIALTIES 10 56 10 STORAGE SHELVING DIVISION 11 ‐ EQUIPMENT 11 31 00 RESIDENTIAL APPLIANCES DIVISION 12 ‐ FURNISHINGS 12 21 13 HORIZONTAL LOUVER BLINDS 12 35 30 RESIDENTIAL CASEWORK 12 36 00 COUNTERTOPS 12 93 13 BICYCLE RACKS DIVISION 22 ‐ PLUMBING 22 11 13 FACILITY WATER DISTRIBUTION PIPING 22 11 16 DOMESTIC WATER PIPING 22 11 19 DOMESTIC WATER PIPING SPECIALTIES 22 13 13 FACILITY SANITARY SEWERS 22 13 16 SANITARY WASTE AND VENT PIPING 22 13 19 SANITARY WASTE PIPING SPECIALTIES 22 34 00 FUEL‐FIRED, DOMESTIC‐WATER HEATERS 22 41 00 RESIDENTIAL PLUMBING FIXTURES DIVISION 23 ‐ HEATING, VENTILATING, AND AIR‐CONDITIONING (HVAC) 23 00 10 MECHANICAL GENERAL PROVISIONS 23 00 50 BASIC MATERIALS AND METHODS FOR HVAC 23 05 17 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING 23 05 18 ESCUTCHEONS FOR HVAC PIPING 23 05 21 THERMOMETERS AND PRESSURE GAUGES 23 05 23 GENERAL‐DUTY VALVES FOR HVAC PIPING 23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 23 07 11 MECHANICAL INSULATION 23 07 23 FACILITY NATURAL‐GAS PIPING 23 31 13 METAL DUCTS 23 33 00 AIR DUCT ACCESSORIES 23 34 23 HVAC POWER VENTILATORS 23 37 13 DIFFUSERS, REGISTERS AND GRILLES 23 54 00 FURNACES 23 82 39 UNIT HEATERS GORMAN & COMPANY, INC. Lion’s Ridge Apartment Homes 2014.04.29 TABLE OF CONTENTS DIVISION 26 ‐ ELECTRICAL 26 00 10 ELECTRICAL GENERAL PROVISIONS 26 05 19 LOW‐VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLE 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 24 16 PANELBOARDS 26 27 13 ELECTRICITY METERING 26 27 26 WIRING DEVICES 26 51 00 INTERIOR LIGHTING 26 56 00 EXTERIOR LIGHTING 26 80 10 ELECTRIC SNOWMELT AND GUTTER MELT SYSTEMS DIVISION 27 ‐ COMMUNICATIONS 27 00 10 COMMUNICATIONS GENERAL PROVISIONS 27 15 00 COMMUNICATIONS HORIZONTAL CABLING DIVISION 28 ‐ ELECTRONIC SAFETY AND SECURITY 28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY 28 31 11 DIGITAL, ADDRESSABLE FIRE‐ALARM SYSTEM DIVISION 31 ‐ EARTHWORK 31 00 00 EARTHWORK 31 10 00 SITE CLEARING 31 14 13.23 TOPSOIL 31 25 00 EROSION AND SEDIMENTATION CONTROL DIVISION 32 ‐ EXTERIOR IMPROVEMENTS 32 01 30 LANDSCAPE MAINTENANCE 32 11 23 UNBOUND BASE COURSE 32 12 16.13 FLEXIBLE PAVEMENT 32 13 13.33 RIGID PAVEMENT 32 13 13.34 CONCRETE PAVING JOINTS 32 13 13.35 CONCRETE PAVING CURING 32 13 13.36 COLD WEATHER CONCRETING 32 13 13.37 HOT WEATHER CONCRETING 32 84 23 IRRIGATION SYSTEM 32 90 00 PLANTING 32 92 00 HYDROSEEDING DIVISION 33 ‐ UTILITIES 33 00 00 ELECTRIC, COMMUNICATION/CONDUITD/GAS SYSTEM 33 11 16 WATER DISTRIBUTION 33 31 13 SANITARY SEWERAGE SYSTEM 33 40 00 STORM DRAINAGE GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 1 SECTION 26 05 33 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures and cabinets for eleectrical wiring. 1.02 DEFINITIONS A. EMT: Eletrical metal tubing. B. ENT: Eletrical nonmetallic tubing. C. FMC: Flexible metal conduit. D. LFMC: Liquidtight flexible metal conduit. E. RNC: RIgid nonmetallic conduit. PART 2 - PRODUCTS 2.01 METAL CONDUIT AND TUBING A. Listing and Labeling: Metal conduits, tubing, and fittings shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Rigid Steel Conduit: Comply with ANSI C80.1 and UL 6. C. PVC-Coated Steel Conduit: 1. Comply with NEMA RN 1. 2. Coating Thickness: 0.040 inch (1 mm), minimum. D. EMT: Comply with ANSI C80.3 and UL 797. E. FMC: Comply with UL 1; zinc-coated steel. F. LFMC: Flexible steel conduit with PVC jacket and complying with UL 360. G. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT and Cable: Comply with NEMA FB 1 and UL 514B; listed for type and size raceway with which used, and for application and environment in which installed. 1. Fittings for EMT: Die-cast, set-screw or compression Gland type. 2. Coating for Fittings for PVC-Coated Conduit: Minimum thickness, 0.040 inch, with overlapping sleeves protecting threaded joints. H. Joint Compound for Rigid Steel Conduit or IMC: Listed for use in cable connector assemblies, and compounded for use to lubricate and protect threaded raceway joints from corrosion and enhance their GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 2 conductivity. 2.02 NONMETALLIC CONDUIT AND TUBING A. Listing and Labeling: Nonmetallic conduits, tubing, and fittings shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. ENT: Comply with NEMA TC 13 and UL 1653. C. RNC: Comply with NEMA TC 2, Type EPC-40-PVC and UL 651 unless otherwise indicated. D. Fittings for ENT and RNC: Comply with NEMA TC 3; match to conduit or tubing type and material. 2.03 METAL WIREWAYS A. Description: Sheet metal sized and shaped as indicated, complying with UL 870 and NEMA 250, Type 1 unless otherwise indicated, and sized according to NFPA 70. 1. Metal wireways installed outdoors shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters, hold-down straps, end caps, and other fittings to match and mate with wireways as required for complete system. C. Wireway Covers: Hinged type. D. Finish: Manufacturer's standard enamel finish. 2.04 SURFACE RACEWAYS A. Listing and Labeling: Surface raceways and tele-power poles shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Surface Metal Raceways: Galvanized steel with snap-on covers, complying with UL 5. Manufacturer's standard enamel finish in color selected by Architect. C. Surface Nonmetallic Raceways: Two- or three-piece construction, complying with UL 5A, and manufactured of rigid PVC with texture and color selected by Architect from manufacturer's standard colors. Product shall comply with UL 94 V-0 requirements for self-extinguishing characteristics. 2.05 BOXES, ENCLOSURES, AND CABINETS A. General Requirements for Boxes, Enclosures, and Cabinets: Boxes, enclosures, and cabinets installed in wet locations shall be listed for use in wet locations. B. Sheet Metal Outlet and Device Boxes: Comply with NEMA OS 1 and UL 514A. C. Cast-Metal Outlet and Device Boxes: Comply with NEMA FB 1, ferrous alloyType FD, with gasketed cover. D. Nonmetallic Outlet and Device Boxes: Comply with NEMA OS 2 and UL 514C. GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 3 E. Paddle Fan Outlet Boxes: Nonadjustable, designed for attachment of paddle fan weighing 70 lb (32 kg). 1. Listing and Labeling: Paddle fan outlet boxes shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. F. Small Sheet Metal Pull and Junction Boxes: Comply with NEMA OS 1. G. Cast-Metal Access, Pull, and Junction Boxes: Comply with NEMA FB 1 and UL 1773, galvanized, cast iron with gasketed cover. H. Box extensions used to accommodate new building finishes shall be of same material as recessed box. I. Device Box Dimensions: 4 inches by 2-1/8 inches by 2-1/8 inches deep (100 mm by 60 mm by 60 mm deep). J. Gangable boxes are allowed. K. Hinged-Cover Enclosures: NEMA 250, Type 1 with continuous-hinge cover with flush latch unless otherwise indicated. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. L. Cabinets: 1. NEMA 250, Type 1galvanized-steel box with removable interior panel and removable front, finished inside and out with manufacturer's standard enamel. 2. Hinged door in front cover with flush latch and concealed hinge. 3. Key latch to match panelboards. 4. Metal barriers to separate wiring of different systems and voltage. 5. Accessory feet where required for freestanding equipment. 2.06 HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING A. Description: Comply with SCTE 77. 1. Color of Frame and Cover: Gray for concrete Green for fiberglass 2. Configuration: Units shall be designed for flush burial and have closed bottom, unless otherwise indicated. 3. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural load rating consistent with enclosure. 4. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 5. Cover Legend: Molded lettering, "ELECTRIC". B. General Requirements for Handholes and Boxes: 1. Boxes and handholes for use in underground systems shall be designed and identified as defined in NFPA 70, for intended location and application. 2. Boxes installed in wet areas shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. C. Polymer-Concrete Handholes and Boxes with Polymer-Concrete Cover: Molded of sand and aggregate, bound together with polymer resin, and reinforced with steel, fiberglass, or a combination of the two. 1. Standard: Comply with SCTE 77. 2. Configuration: Designed for flush burial with [open] [closed] [integral closed] bottom unless otherwise indicated. 3. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural load rating consistent with enclosure and handhole location. GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 4 4. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 5. Cover Legend: Molded lettering, "ELECTRIC.". 6. Conduit Entrance Provisions: Conduit-terminating fittings shall mate with entering ducts for secure, fixed installation in enclosure wall. 7. Handholes 12 Inches Wide by 24 Inches Long (300 mm Wide by 600 mm Long) and Larger: Have inserts for cable racks and pulling-in irons installed before concrete is poured. D. Fiberglass Handholes and Boxes: Molded of fiberglass-reinforced polyester resin, with frame and covers of fiberglass. 1. Standard: Comply with SCTE 77. 2. Color of Frame and Cover: Green. 3. Configuration: Designed for flush burial with closed bottom unless otherwise indicated. 4. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural load rating consistent with enclosure and handhole location. 5. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 6. Cover Legend: Molded lettering, "ELECTRIC.". 7. Conduit Entrance Provisions: Conduit-terminating fittings shall mate with entering ducts for secure, fixed installation in enclosure wall. 8. Handholes 12 Inches Wide by 24 Inches Long (300 mm Wide by 600 mm Long) and Larger: Have inserts for cable racks and pulling-in irons installed before concrete is poured. 2.07 SLEEVES FOR RACEWAYS A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel, plain ends. B. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. C. Sleeves for Rectangular Openings: Galvanized sheet steel with minimum 0.052- or 0138-inch (1.3- or 3.5-mm) thickness as indicated and of length to suit application. D. Coordinate sleeve selection and application with selection and application of firestopping specified in Division 7 Section "Through-Penetration Firestop Systems." PART 3 - EXECUTION 3.01 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below unless otherwise indicated: 1. Exposed Conduit: RNC, Type EPC-80-PVC.. 2. Concealed Conduit, Aboveground: RNC, Type EPC-40-PVC. 3. Underground Conduit: RNC, Type EPC-40-PVC or Type EPC-80-PVC, direct buried, unless noted to be concrete-encased on drawings. 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): LFMC. 5. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. 6. Application of Handholes and Boxes for Underground Wiring: a. Handholes and Pull Boxes in Driveway, Parking Lot, and Off-Roadway Locatoins, Subject to Occassional, Nondeliberate Loading by Heavy Vehicles: Polymer concrete, SCTE 77, Tier 15 structural load rating. b. Handoles and Pull Boxes in Sidewalk and Similar Applications with a Safety Factor for GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 5 Nondeliberate Loading by Vehicles: Polymer-concrete units, SCTE 77, Tier 8 structural load rating. c. Handholes and Pull Boxes Subject to Light-Duty Pedestrian Traffic Only: Fiberglass-reinforced polyester resin, structurally tested according to SCTE 77 with 3000-lbf vertical loading. B. Indoors: Apply raceway products as specified below unless otherwise indicated: 1. Exposed, Not Subject to Physical Damage: EMT. 2. Exposed, Not Subject to Severe Physical Damage: EMT. 3. Concealed in Ceilings and Interior Walls and Partitions: EMT NM Cable is permissible. 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet locations. 5. Damp or Wet Locations: Rigid steel conduit. 6. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4 stainless steel in damp or wet locations. C. Minimum Raceway Size: 3/4-inch (21-mm) trade size. D. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Rigid Steel Conduit: Use threaded rigid steel conduit fittings unless otherwise indicated. 2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings listed for use with that material. Patch and seal all joints, nicks, and scrapes in PVC coating after installing conduits and fittings. Use sealant recommended by fitting manufacturer. 3. Do not install aluminum conduits in contact with concrete or earth. 3.02 INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this article are stricter. B. Keep raceways at least 6 inches (150 mm) away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. C. Complete raceway installation before starting conductor installation. D. Comply with requirements in Section 26 05 29 "Hangers and Supports for Electrical Systems" for hangers and supports. E. Arrange stub-ups so curved portions of bends are not visible above finished slab. F. Install no more than the equivalent of three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. Support within 12 inches of changes in direction. G. Conceal conduit and EMT within finished walls, ceilings, and floors unless otherwise indicated. Install conduits parallel or perpendicular to building lines. H. Support conduit within 12 inches (300 mm) of enclosures to which attached. I. Raceways Embedded in Slabs: 1. Run conduit larger than 1-inch (27-mm) trade size, parallel or at right angles to main reinforcement. Where at right angles to reinforcement, place conduit close to slab support. Secure raceways to reinforcement at maximum 10-foot (3-m) intervals. 2. Arrange raceways to cross building expansion joints at right angles with expansion fittings. GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 6 3. Arrange raceways to keep a minimum of 1 inch (25 mm) of concrete cover in all directions. 4. Do not embed threadless fittings in concrete unless specifically approved by Architect for each specific location. 5. Change from ENT to [RNC, Type EPC-40-PVC][rigid steel conduit] before rising above the floor. J. Stub-ups to Above Recessed Ceilings: 1. Use EMT, IMC, or RMC for raceways. 2. Use a conduit bushing or insulated fitting to terminate stub-ups not terminated in hubs or in an enclosure. K. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions. L. Coat field-cut threads on PVC-coated raceway with a corrosion-preventing conductive compound prior to assembly. M. Install raceways square to the enclosure and terminate at enclosures with locknuts. Install locknuts hand tight plus 1/4 turn more. N. Do not rely on locknuts to penetrate nonconductive coatings on enclosures. Remove coatings in the locknut area prior to assembling conduit to enclosure to assure a continuous ground path. O. Cut conduit perpendicular to the length. For conduits 2-inch (53-mm) trade size and larger, use roll cutter or a guide to make cut straight and perpendicular to the length. P. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb (90-kg) tensile strength. Leave at least 12 inches (300 mm) of slack at each end of pull wire. Cap underground raceways designated as spare above grade alongside raceways in use. Q. Raceways for Optical Fiber and Communications Cable: Install raceways, metallic and nonmetallic, rigid and flexible, as follows: 1. 3/4-Inch Trade Size and Smaller: Install raceways in maximum lengths of 50 feet. 2. 1-Inch Trade Size and Larger: Install raceways in maximum lengths of 75 feet. 3. Install with a maximum of two 90-degree bends or equivalent for each length of raceway unless Drawings show stricter requirements. Separate lengths with pull or junction boxes or terminations at distribution frames or cabinets where necessary to comply with these requirements. R. Surface Raceways: 1. Install surface raceway with a minimum 2-inch (50-mm)radius control at bend points. 2. Secure surface raceway with screws or other anchor-type devices at intervals not exceeding 48 inches (1200 mm) and with no less than two supports per straight raceway section. Support surface raceway according to manufacturer's written instructions. Tape and glue are not acceptable support methods. S. Install raceway sealing fittings at accessible locations according to NFPA 70 and fill them with listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings according to NFPA 70 at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2. Where otherwise required by NFPA 70. T. Expansion-Joint Fittings: 1. Install expansion-joint fittings for each of the following locations, and provide type and quantity of GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 7 fittings that accomodate temperature change listed for location: 2. Install type and quantity of fittings that accommodate temperature change listed for each of the following locations: a. Outdoor Locations Not Exposed to Direct Sunlight: 125 deg F (70 deg C) temperature change. b. Outdoor Locations Exposed to Direct Sunlight: 155 deg F (86 deg C) temperature change. c. Indoor Spaces Connected with Outdoors without Physical Separation: 125 deg F (70 deg C) temperature change. d. Attics: 135 deg F (75 deg C) temperature change. 3. Install fitting(s) that provide expansion and contraction for at least 0.00041 inch per foot of length of straight run per deg F (0.06 mm per meter of length of straight run per deg C) of temperature change 4. Install each expansion-joint fitting with position, mounting, and piston setting selected according to manufacturer's written instructions for conditions at specific location at time of installation. Install conduit supports to allow for expansion movement. U. Flexible Conduit Connections: Comply with NEMA RV3. Use a maximum of 72 inches (1830 mm) of flexible conduit for [recessed and semirecessed lighting fixtures,] equipment subject to vibration, noise transmission, or movement; and for transformers and motors. 1. Use LFMC in damp or wet locations subject to severe physical damage. 2. Use LFMC or LFNC in damp or wet locations not subject to severe physical damage. V. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block, and install box flush with surface of wall. W. Horizontally separate boxes mounted on opposite sides of walls so they are not in the same vertical channel. X. Locate boxes so that cover or plate will not span different building finishes. Y. Support boxes of three gangs or more from more than one side by spanning two framing members or mounting on brackets specifically designed for the purpose. Z. Fasten junction and pull boxes to or support from building structure. Do not support boxes by conduits. AA. Set nonmetallic floor boxes level. Trim after installation to fit flush with finished floor surface. 3.03 INSTALLATION OF UNDERGROUND CONDUIT A. Direct-Buried Conduit: 1. Install conduits a minimum of 24 inches below finished grade. 2. Excavate trench bottom to provide firm and uniform support for conduit. Prepare trench bottom as specified in Division 2 Section "Earthwork" for pipe less than 6 inches (150 mm) in nominal diameter. 3. Install backfill as specified in Section 31 20 00 "Earthwork." 4. After installing conduit, backfill and compact. Start at tie-in point, and work toward end of conduit run, leaving conduit at end of run free to move with expansion and contraction as temperature changes during this process. Firmly hand tamp backfill around conduit to provide maximum supporting strength. After placing controlled backfill to within 12 inches (300 mm) of finished grade, make final conduit connection at end of run and complete backfilling with normal compaction as specified in Division 2 Section "Earthwork ." GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 8 5. Install manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches (75 mm) of concrete for a minimum of 12 inches on each side of the coupling. b. For stub-ups at equipment mounted on outdoor concrete bases and where conduits penetrate building foundations, extend steel conduit horizontally a minimum of 60 inches (1500 mm) from edge of equipment pad or foundation. Install insulated grounding bushings on terminations at equipment. 6. Warning Planks: Bury warning planks approximately 12 inches (300 mm) above direct-buried conduits but a minimum of 6 inches below grade, placing them 24 inches (600mm) o.c. Align planks along the width and along the centerline of conduit. 7. Underground Warning Tape: Comply with requirements in Section 26 05 53 "Identification for Electrical Systems." 3.04 INSTALLATION OF UNDERGROUND HANDHOLES AND BOXES 1. Install handholes and boxes level and plumb and with orientation and depth coordinated with connecting conduits to minimize bends and deflections required for proper entrances. 2. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2-inch (12.5-mm) sieve to No. 4 (4.75-mm) sieve and compacted to same density as adjacent undisturbed earth. 3. Elevation: In paved areas, set so cover surface will be flush with finished grade. Set covers of other enclosures 1 inch (25 mm) above finished grade. 4. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Select arm lengths to be long enough to provide spare space for future cables but short enough to preserve adequate working clearances in the enclosure. 5. Field-cut openings for conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed. 3.05 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Coordinate sleeve selection and application with selection and application of firestopping specified in Division 7 Section "Through-Penetration Firestop Systems." 1. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed openings are used. Install sleeves during erection of slabs and walls. 2. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. 3. Rectangular Sleeve Minimum Metal Thickness: a. For sleeve cross-section rectangle perimeter equal to, or greater than 16 inches, thickness shall be 0.052 inch. b. For sleeve cross-section rectangle perimeter equal to, or greater than, 50 inches and 1 or more sides equal to, or greater than, 16 inches, thickness shall be 0.138 inch. 4. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies unless openings compatible with firestop system used are fabricated during construction of floor or wall. 5. Cust sleeves to length for mounting flush with both surfaces of walls. 6. Extend sleeves installed in floors 2 inches above finished floor level. 7. Size pipe sleeves to provide 1/4-inch (6.4-mm) annular clear space between sleeve and raceway unless sleeve seal is to be installed [or unless seismic criteria require different clearance]. 8. Seal space outside of sleeves with grout for penetrations of concrete and masonry and with GORMAN & COMPANY, INC. 2014.8.4 Lions Ridge Job No. RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33 - 9 approved joint compound for gypsum board assemblies. 9. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve and raceway, using joint sealant appropriate for size, depth and location of joint. Refer to Division 7 Section "Joint Selants" for materials and installation. 10. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilngs, and floors at raceway penetrations. Install sleeves and seal with firestop materials. Comply with Division 7 Section "Through-Penetration Firestop Systems." 11. Roof-Penetration Sleeves: Seal penetration of individual raceways with flexible, boot-type flashing units applied in coordinatoin with roofing work. 12. Aboveground, Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mehcanical sleeve seals. 13. Underground, Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size sleeves to allow for 1-inch annular clear space between raceway andsleeve for installing mechanical sleeve seals. 3.06 SLEEVE-SEAL INSTALLATION A. Install to seal underground, exterior wall penetrations. B. Use type and number of sealing elements recommended by manufacturer for raceway material and size. Position raceway in center of sleeve. Assemble mechanical sleeve seals and install in annular space between raceway and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. 3.07 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly. Firestopping materials and installation requirements are specified in Division 7 Section "Through-Penetration Firestop Systems." 3.08 PROTECTION A. Provide final protection and maintain conditions that ensure coatings, finishes and cabinets are without damage or deterioration at time of Substantial Completion. 1. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. 2. Repair damage to PVC coatings or paint finishes with matching touchup coating recommended by manufacturer. END OF SECTION 26 05 33