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HomeMy WebLinkAboutB14-0042 B14-0043 B14-0044 B14-0045 REV8 plans Reviewed by Safebuilt approvedAP P R O V E D F O R : BI D D I N G PE R M I T A P P L I C A T I O N CO N S T R U C T I O N PR O J E C T L O C A T I O N PR O J E C T L O C A T I O N SY M B O L S A N D C O N V E N T I O N S RO O M N A M E 10 1 15 0 S F RO O M N A M E RO O M N U M B E R RO O M A R E A I N S Q F E E T ( O P T I O N A L ) 99 9 Vi e w N a m e SC A L E : 1 / 8 " = 1 ' - 0 " / 1 A1 0 1 1t m A1 0 1 1 1 1 1 1 1 1 1 A1 0 1 1 Re f 1 R e f 1 Re f 1 R e f 0 0 0 0 0 0 12 5 4 B 11t m RO O M N A M E 10 1 15 0 S F Sp a c e N a m e 10 1 Vo l u m e R @ 7 1 / 2 " 20 1t m NO R T H A R R O W PL A N D E T A I L R E F E R E N C E DR A W I N G N U M B E R O N S H E E T SH E E T N U M B E R O N W H I C H DR A W I N G W I L L B E F O U N D SE C T I O N D E T A I L R E F E R E N C E DR A W I N G N U M B E R O N S H E E T SH E E T N U M B E R O N W H I C H DR A W I N G W I L L B E F O U N D WA L L S E C T I O N D E T A I L R E F E R E N C E DR A W I N G N U M B E R O N S H E E T SH E E T N U M B E R O N W H I C H DR A W I N G W I L L B E F O U N D EX T E R I O R E L E V A T I O N T A G R E F E R E N C E DR A W I N G N U M B E R O N S H E E T SH E E T N U M B E R O N W H I C H DR A W I N G W I L L B E F O U N D IN T E R I O R E L E V A T I O N T A G R E F E R E N C E DR A W I N G N U M B E R O N S H E E T SH E E T N U M B E R O N W H I C H DR A W I N G W I L L B E F O U N D DR A W I N G I D E N T I F I C A T I O N DR A W I N G N A M E DR A W I N G S C A L E O N S H E E T DR A W I N G N U M E R SP O T E L E V A T I O N S EL E V A T I O N - N E W C O N S T R U C T I O N EL E V A T I O N - E X I S T I N G C O N D I T I O N S CO L U M N G R I D S CO L U M N L I N E L E T T E R O R N U M B E R - N E W C O N S T R U C T I O N CO L U M N L I N E L E T T E R O R N U M B E R - EX I S T I N G C O N D I T I O N S EL E V A T I O N M A R K E R S LE V E L B E I N G M A R K E D - N E W CO N S T R U C T I O N LE V E L B E I N G M A R K E D - E X I S T I N G CO N D I T I O N S EL E V A T I O N O F L E V E L - N E W CO N S T R U C T I O N @ D A T U M EL E V A T I O N O F L E V E L - E X I S T I N G CO N D I T I O N S @ D A T U M LE V E L B E I N G M A R K E D - N E W CO N S T R U C T I O N EL E V A T I O N O F L E V E L - N E W CO N S T R U C T I O N @ D A T U M IT E M T A G S SP A C E N A M E ( S H O U L D M A T C H RO O M N A M E ) SP A C E N U M B E R ( S H O U L D M A T C H RO O M N U M B E R ) SP A C E V O L U M E I N C U B I C F E E T (O P T I O N A L ) RO O M T A G SP A C E T A G 12 CO M M O N A R E A D O O R S (R O O M # / D O O R I D ) DO O R T A G S UN I T I N T E R I O R D O O R S WI N D O W T A G - E X T E R I O R / I N T E R I O R WA L L S Y S T E M T A G FL O O R S Y S T E M / R O O F S Y S T E M T A G S A1 SU P P L E M E N T A L R E F E R E N C E ST A I R T A G - - R I S E R C O U N T A T R I S E R HE I G H T RE V I S I O N T A G BA T H R O O M A C C E S S O R Y T A G - S E E SC H E D U L E 32 i m RI G I D I N S U L A T I O N BA T T I N S U L A T I O N EX I S T I N G T O B E R E M O V E D I N PL A N , S E C T I O N , O R D E T A I L WO O D R O U G H WO O D F I N I S H MA S O N R Y - B R I C K MA S O N R Y - C M U CO N C R E T E EA R T H MO R T A R / G R O U T ST E E L GR A V E L PO R U S F I L L LO O S E / B L O W N I N IN S U L A T I O N SH E A T H I N G GL A S S S U R F A C E NE W W O R K I N P L A N , SE C T I O N , O R D E T A I L EX I S T I N G T O R E M A I N I N PL A N , S E C T I O N , O R D E T A I L TE M P O R A R Y W O R K I N PL A N , S E C T I O N , O R D E T A I L GO R M A N & C O M P A N Y , I N C . PR O J E C T D E V E L O P E R 20 0 N O R T H M A I N S T R E E T OR E G O N , W I 5 3 5 7 5 VO I C E (6 0 8 ) 8 3 5 - 3 9 0 0 GO R M A N & C O M P A N Y , I N C AR C H I T E C T O F R E C O R D BE R G L U N D A R C H I T E C T S , L L C DE S I G N A R C H I T E C T P. O . B O X 2 3 7 8 ED W A R D S , C O 8 1 6 3 2 VO I C E : ( 9 7 0 ) 9 2 6 - 4 3 0 1 CI V I L C O N S U L T A N T CI V I L AL P I N E E N G I N E E R I N G , I N C . P. O . B O X 9 7 ED W A R D S , C O 8 1 6 3 2 VO I C E : ( 9 7 0 ) 9 2 6 - 3 3 7 3 ST R U C T U R A L E N G I N E E R ST R U C T U R A L PL U M B I N G ME C H A N I C A L BE N M A R S H A L L , A I A 20 0 N O R T H M A I N S T R E E T OR E G O N , W I 5 3 5 7 5 VO I C E (6 0 8 ) 8 3 5 - 6 3 3 9 MA R T I N / M A R T I N 25 5 M A I N S T R E E T U N I T C 1 0 1 ED W A R D S , C O 8 1 6 3 2 VO I C E : ( 9 7 0 ) 9 2 6 - 6 0 0 7 EL E C T R I C A L GO R M A N G E N E R A L C O N T R A C T O R S , L L C GE N E R A L C O N T R A C T O R R. A . N E L S O N & A S S O C I A T E S , I N C . CO N S T R U C T I O N C O N S U L T A N T P. O . D R A W E R 5 4 0 0 51 E A G L E R O A D # 2 AV O N , C O 8 1 6 2 0 VO I C E : ( 9 7 0 ) 9 4 9 - 5 1 5 2 20 0 N . M A I N S T R E E T OR E G O N , W I 5 3 5 7 5 VO I C E : ( 6 0 8 ) 8 3 5 - 5 5 7 3 PL U M B I N G E N G I N E E R BE A U D I N G A N Z E 22 2 C H A P E L P L A C E U N I T A C - 2 0 1 AV O N , C O 8 1 6 2 0 VO I C E : ( 9 7 0 ) 9 4 9 - 6 1 0 8 ME C H A N I C A L E N G I N E E R BE A U D I N G A N Z E 22 2 C H A P E L P L A C E U N I T A C - 2 0 1 AV O N , C O 8 1 6 2 0 VO I C E : ( 9 7 0 ) 9 4 9 - 6 1 0 8 EL E C T R I C A L E N G I N E E R BE A U D I N G A N Z E 22 2 C H A P E L P L A C E U N I T A C - 2 0 1 AV O N , C O 8 1 6 2 0 VO I C E : ( 9 7 0 ) 9 4 9 - 6 1 0 8 WR I G H T & C O M P A N Y , I N C . PR O J E C T D E V E L O P E R P. O . B O X 7 2 7 0 AV O N , C O 8 1 6 2 0 VO I C E : ( 9 7 0 ) 7 4 8 - 7 5 7 7 LA N D S C A P I N G LA N D S C A P E A R C H I T E C T DE N N I S A N D E R S O N PO B O X 1 3 8 7 ED W A R D S , C O 8 1 6 3 2 VO I C E : ( 9 7 0 ) 3 9 0 - 3 7 4 5 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: 3/30/2015 10:31:52 AM G101PROJECT COVER LION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 dmk 2014.03.14 LI O N ' S R I D G E A P A R T M E N T H O M E S 12 6 5 N O R T H 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 PR O J E C T D I R E C T O R Y VI C I N I T Y M A P LO C A T I O N M A P SHEET INDEX LE G E N D NO. SHEET NAME Current Date A141 BLDG 4 F1 & F2 PLANS 2014.11.03 A142 BLDG 4 F3 & ROOF PLANS 2014.11.03 A143 BLDG 4 ELEVATIONS 2014.11.03 A144 BLDG 4 BUILDING SECTIONS 2014.04.10 A201 WINDOW ELEVATIONS & SCHEDULE 2014.11.03 A301 WALL SECTIONS 2015.03.27 A401 ENLARGED SCALE UNIT PLANS 2014.04.10 A402 ENLARGED SCALE UNIT PLANS 2014.04.10 A403 ENLARGED SCALE STAIR PLANS 2014.12.15 A501 ARCHITECTURAL DETAILS 2015 01.20 A502 ARCHITECTURAL DETAILS 2014.04.10 A503 ACCESSIBILITY NOTES & DETAILS 2015 01.20 A504 ACCESSIBILITY DETAILS 2015 01.20 A601 SCHEDULES - COMMON AREA DOORS 2014.12.15 A602 SCHEDULES - ROOM FINISHES 2014.08.04 MECHANICAL M000 MECHANICAL COVER SHEET 2014.04.10 M001 MECHANICAL SCHEDULES 2014.12.15 M100 SITE MECHANICAL PLAN 2014.04.10 M111 BLDG 1 - F1 & F2 MECHANICAL PLANS 2015 01.20 M112 BLDG 1 F3 & ROOF MECHANICAL PLANS 2014.04.10 M121 BLDG 2 F1 & F2 MECHANICAL PLANS 2015 01.20 M122 BLDG 2 F3 & ROOF MECHANICAL PLANS 2014.04.10 M131 BLDG 3 F1 & F2 MECHANICAL PLANS 2015 01.20 M132 BLDG 3 F3 & ROOF MECHANICAL PLANS 2014.04.10 M141 BLDG 4 F1 & F2 MECHANICAL PLANS 2015 01.20 M142 BLDG 4 F3 & ROOF MECHANICAL PLANS 2014.04.10 M401 UNIT MECHANICAL AND PLUMBING PLAN 2015.03.27 M402 UNIT MECHANICAL AND PLUMBING PLAN 2015.03.27 M501 MECHANICAL DIAGRAMS 2014.04.10 M502 MECHANICAL DIAGRAMS 2014.04.10 M601 W & V ISOMETRICS 2014.04.10 M602 W & V ISOMETRICS 2014.04.10 ELECTRICAL E000 ELECTRICAL COVER SHEET 2014.08.04 E001 ELECTRICAL SCHEDULES 2014.04.10 E100 SITE ELECTRICAL PLAN 2014.04.10 E111 BLDG A F1 & F2 ELECTRICAL PLANS 2014.04.10 E112 BLDG A F3 & ROOF ELECTRICAL PLANS 2014.04.10 E121 BLDG B F1 & F2 ELECTRICAL PLANS 2014.04.10 E122 BLDG B F3 & ROOF ELECTRICAL PLANS 2014.04.10 E131 BLDG C F1 & F2 ELECTRICAL PLANS 2014.04.10 E132 BLDG C F3 & ROOF ELECTRICAL PLANS 2014.04.10 E141 BLDG D F1 & F2 ELECTRICAL PLANS 2014.04.10 E142 BLDG D F3 & ROOF ELECTRICAL PLANS 2014.04.10 E401 ELECTRICAL DIAGRAM 2014.04.10 E402 ELECTRICAL DIAGRAM 2014.04.10 E501 ELECTRICAL ONE-LINE DIAGRAM 2014.04.10 E502 ELECTRICAL DIAGRAMS 2014.04.10 E503 ELECTRICAL LOAD CALCS/SCHEDULES 2014.04.10 E504 ELECTRICAL PANEL SCHEDULES 2014.04.10 E601 FIRE ALARM & COMM. DIAGRAMS 2014.04.10 NO. SHEET NAME Current Date STRUCTURAL S-001 GENERAL NOTES 2014.12.15 S-002 GENERAL NOTES 2014.08.01 S-003 QUALITY ASSURANCE NOTES 2014.08.01 S-004 QUALITY ASSURANCE NOTES 2014.11.03 S-110 BLDG 1 FOUNDATION PLAN 2014.08.01 S-111 BLDG 1 F2 PLAN 2014.12.15 S-112 BLDG 1 F3 PLAN 2014.12.15 S-113 BLDG 1 ROOF PLAN 2014.08.01 S-120 BLDG 2 FOUNDATION PLAN 2015.03.27 S-121 BLDG 2 F2 PLANS 2014.12.15 S-122 BLDG 2 F3 PLAN 2014.12.15 S-123 BLDG 2 ROOF PLAN 2014.08.01 S-130 BLDG 3 FOUNDATION PLAN 2015.03.27 S-131 BLDG 3 F2 PLAN 2014.12.15 S-132 BLDG 3 F3 PLAN 2014.12.15 S-133 BLDG 3 ROOF PLAN 2014.08.01 S-140 BLDG 4 FOUNDATION PLAN 2015.03.27 S-141 BLDG 4 F2 PLAN 2014.12.15 S-142 BLDG 4 F3 PLAN 2014.12.15 S-143 BLDG 4 ROOF PLAN 2014.08.01 S-150 ENTRY PARTIAL PLANS 2015.03.27 S-151 ENTRY ELEVATION 2014.08.01 S-152 DECK PARTIAL PLANS 2015 01.20 S-161 MAINT BLDG & DUMPSTER ENCLOSURE 2014.08.01 S-162 EXTERIOR STAIR & MONUMENT SIGNAGE 2014.08.01 S-300 CONCRETE DETAILS 2014.08.01 S-301 CONCRETE DETAILS 2014.08.01 S-302 FOUNDATION DETAILS 2015 01.20 S-303 FOUNDATION DETAILS 2014.08.01 S-400 TYP MASONRY DETAILS 2014.08.01 S-600 TYPICAL WOOD FRAMING DETAILS 2015.03.27 S-601 TYPICAL WOOD FRAMING DETAILS 2014.08.01 S-602 TYPICAL WOOD FRAMING DETAILS 2014.08.01 S-610 FLOOR DETAILS 2015.03.27 S-611 FLOOR DETAILS 2015.03.27 S-612 FLOOR DETAILS 2015.03.27 S-620 ROOF DETAILS 2014.12.15 S-621 ROOF DETAILS 2015.03.27 S-622 ROOF DETAILS 2014.08.01 S-623 ROOF DETAILS 2014.08.01 ARCHITECTURAL A111 BLDG 1 F1 & F2 PLANS 2014.11.03 A112 BLDG 1 F3 & ROOF PLANS 2014.11.03 A113 BLDG 1 ELEVATIONS 2014.11.03 A114 BLDG 1 BUILDING SECTIONS 2014.04.10 A121 BLDG 2 F1 & F2 PLANS 2014.11.03 A122 BLDG 2 F3 & ROOF PLANS 2014.11.03 A123 BLDG 2 ELEVATIONS 2014.11.03 A124 BLDG 2 BUILDING SECTIONS 2014.04.10 A131 BLDG 3 F1 & F2 PLANS 2014.12.15 A132 BLDG 3 F3 & ROOF PLANS 2014.11.03 A133 BLDG 3 ELEVATIONS 2014.11.03 A134 BLDG 3 BUILDING SECTIONS 2014.04.10 NO . S H E E T N A M E Cu r r e n t Da t e GE N E R A L G1 0 1 P R O J E C T C O V E R 2 0 1 5 . 0 3 . 2 7 G1 0 2 P R O J E C T I N F O R M A T I O N 2 0 1 4 . 0 4 . 1 0 G1 0 2 a B L D G S 1 & 2 E G R E S S P L A N S 2 0 1 4 . 0 4 . 1 0 G1 0 2 b B L D G S 3 & 4 E G R E S S P L A N S 2 0 1 4 . 0 4 . 1 0 G1 0 3 B U I L D I N G S Y S T E M S 2 0 1 5 0 1 . 2 0 SU R V E Y / M A P P I N G 1 o f 5 A L T A S U R V E Y 2 0 1 4 . 0 7 . 3 1 2 o f 5 A L T A S U R V E Y 2 0 1 4 . 0 7 . 3 1 3 o f 5 A L T A S U R V E Y 2 0 1 4 . 0 7 . 3 1 4 o f 5 A L T A S U R V E Y 2 0 1 4 . 0 7 . 3 1 5 o f 5 A L T A S U R V E Y 2 0 1 4 . 0 7 . 3 1 SI T E AS 1 0 1 A R C H I T E C T U R A L S I T E P L A N 2 0 1 4 . 0 4 . 1 0 AS 1 0 2 M A I N T . B L D G & D U M P S T E R E N C L O S U R E 2 0 1 4 . 0 4 . 1 0 AS 1 0 3 E X T E R I O R S T A I R & M O N U M E N T SI G N A G E 20 1 4 . 0 4 . 1 0 CI V I L C1 . 0 0 C I V I L C O V E R S H E E T 2 0 1 4 . 0 8 . 0 4 C1 . 0 1 E X I S T I N G C O N D I T I O N S P L A N 2 0 1 4 . 0 8 . 0 4 C1 . 0 2 E X I S T I N G C O N D I T I O N S P L A N 2 0 1 4 . 0 8 . 0 4 C1 . 0 3 S I T E P L A N 2 0 1 4 . 0 8 . 0 4 C1 . 0 4 G E O M E T R I C L A Y O U T A N D S I G N A G E PL A N 20 1 4 . 0 8 . 0 4 C1 . 0 5 G E O M E T R I C L A Y O U T A N D S I G N A G E PL A N 20 1 4 . 0 8 . 0 4 C2 . 0 1 G R A D I N G P L A N 2 0 1 4 . 0 8 . 0 4 C2 . 0 2 G R A D I N G P L A N 2 0 1 4 . 0 9 . 2 6 C2 . 0 3 S O I L N A I L W A L L G E O M E T R I C P L A N & PR O F I L E 20 1 4 . 0 8 . 0 4 C2 . 0 4 B U I L D I N G S E C T I O N S 2 0 1 4 . 0 8 . 0 4 C2 . 0 5 B U I L D I N G S E C T I O N S 2 0 1 4 . 0 8 . 0 4 C3 . 0 1 S T O R M S E W E R P L A N 2 0 1 4 . 0 8 . 0 4 C3 . 0 2 S T O R M S E W E R P L A N 2 0 1 4 . 0 9 . 2 6 C3 . 0 3 S T O R M S E W E R P R O F I L E S 2 0 1 4 . 0 9 . 2 6 C3 . 0 4 S T O R M S E W E R P R O F I L E S 2 0 1 4 . 0 8 . 0 4 C4 . 0 1 U T I L I T Y P L A N 2 0 1 4 . 0 9 . 2 6 C4 . 0 2 U T I L I T Y P L A N 2 0 1 4 . 0 9 . 2 6 C4 . 0 3 U T I L I T Y P R O F I L E S 2 0 1 4 . 0 8 . 0 4 C5 . 0 1 E R O S I O N C O N T R O L P L A N 2 0 1 4 . 0 8 . 0 4 C6 . 0 1 D E T A I L S 2 0 1 4 . 0 8 . 0 4 C6 . 0 2 D E T A I L S 2 0 1 4 . 0 8 . 0 4 C6 . 0 3 D E T A I L S 2 0 1 4 . 0 8 . 0 4 C6 . 0 4 D E T A I L S 2 0 1 4 . 0 8 . 0 4 C6 . 0 5 D E T A I L S 2 0 1 4 . 0 8 . 0 4 LA N D S C A P E L- 1 L A N D S C A P E C O V E R S H E E T 2 0 1 4 . 0 9 . 1 2 L- 2 B L D G . 1 L A N D S C A P E P L A N 2 0 1 4 . 0 3 . 1 4 L- 3 B L D G . 2 L A N D S C A P E P L A N 2 0 1 4 . 0 3 . 1 4 L- 4 B L D G . 3 L A N D S C A P E P L A N 2 0 1 4 . 0 3 . 1 4 L- 5 B L D G . 4 L A N D S C A P E P L A N 2 0 1 4 . 0 3 . 1 4 L- 6 S I T E L I G H T I N G P L A N 2 0 1 4 . 0 3 . 1 4 MA T E R I A L L E G E N D Date Issue Description 2014.04.10 2014.04.10 2014.04.10 2014.04.10 REVISION 1 REVISION 1 REVISION 1 REVISION 1 2014.08.04 2014.08.04 2014.08.04 2014.08.04 BULLETIN 1 - CONSTRUCTION SET BULLETIN 1 - CONSTRUCTION SET BULLETIN 1 - CONSTRUCTION SET BULLETIN 1 - CONSTRUCTION SET 2014.10.07 2014.10.07 2014.10.07 2014.10.07 BULLETIN 2 BULLETIN 2 BULLETIN 2 BULLETIN 2 2014.11.03 2014.11.03 2014.11.03 2014.11.03 BULLETIN 3 BULLETIN 3 BULLETIN 3 BULLETIN 3 2014.12.15 2014.12.15 2014.12.15 2014.12.15 BULLETIN 4 BULLETIN 4 BULLETIN 4 BULLETIN 4 2015 01.20 2015 01.20 2015 01.20 2015 01.20 BULLETIN 5 BULLETIN 5 BULLETIN 5 BULLETIN 5 2015.03.27 2015.03.27 2015.03.27 2015.03.27 BULLETIN 6 BULLETIN 6 BULLETIN 6 BULLETIN 6 6 6 6 6 6 6 6666 T / F T G S T E P S F 1 . 5 9 4 ' - 6 " SF 2 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " SF 2 94 ' - 6 " SF 2 94 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 94 ' - 6 " SF 2 96 ' - 6 " SF1.5 96'-6" SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 94 ' - 6 " SF 2 94 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " T / F T G S T E P SF 3 99 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 9 ' - 0 " SF 3 99 ' - 0 " S F 3 9 7 ' - 0 " SF 3 97 ' - 0 " SF 2 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 4 ' - 6 " C1 0 C1 0 C3 C3 C3 C3 C3 C3 C3C3 C3 C3 C1 0 C1 0 C3 C3 ST E P T / F T G T/ F T G S T E P ST E P T / F T G T/ F T G S T E P T/ C = 97 ' - 0 " T/ C = 99 ' - 6 " W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 SF 3 97 ' - 0 " W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W 3 - A 6 W 3 - A 6 W 2 - B 6 W 2 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 2 S- 3 0 2 2 S- 3 0 2 3 S- 3 0 2 1 S- 3 0 2 T / F T G S T E P T / F T G S T E P T/ F T G S T E P W1 - B 1 W1 - B 1 S- 1 5 0 1 S- 1 5 0 1 W 2 - B 6 W 2 - B 6 W 2 - B 6 W 2 - B 6 W 2 - B 6 W 2 - B 6 S F 1 . 5 9 4 ' - 6 " W1 - B 6 W1 - B 6 S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 3 9 6 ' - 0 " 3 ' - 0 " S T E P 3 S- 3 0 0 TY P 3 ' - 0 " S T E P 3 ' - 0 " S T E P S F 1 . 5 9 5 ' - 6 " S F 1 . 5 9 5 ' - 6 " 3 S- 3 0 0 TY P 3' - 0 " S T E P SF 2 95 ' - 0 " 3 S-300 9 ' - 1 1 / 2 " 2 ' - 2 " 2 9 ' - 5 1 / 2 " 1 4 ' - 1 1 / 2 " 9 ' - 1 1 / 2 " 6 4 ' - 0 " 5' - 1 1 " 13 ' - 8 1 / 2 " 16 ' - 5 1 / 2 " 13 ' - 8 1 / 2 " 5' - 1 1 " 21 ' - 4 " 5' - 1 1 " 13 ' - 8 1 / 2 " 17 ' - 7 " 13 ' - 8 1 / 2 " 5' - 1 1 " 9'-1 1/2"2'-2"22'-9 1/2"21'-5 5/8"2'-10"8'-5 1/2"66'-10" 10 ' - 1 " 5' - 1 1 " 33 ' - 4 " 11 ' - 6 " 5' - 1 1 " 20 ' - 7 " 5' - 1 1 " 11 ' - 6 " 21 ' - 7 1 / 2 " 11 ' - 6 " 5' - 1 1 " SF 1 . 5 94 ' - 6 " SF 1 . 5 94 ' - 6 " OH OH SF 2 94 ' - 6 " SF 2 96 ' - 6 " W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 SF 3 94 ' - 6 " SF 2 94 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S- 1 5 2 2 TY P S- 1 5 2 1 TY P SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " STEP T/WALL . S T E P T / W A L L . T/ W A L L = 10 2 ' - 3 " T/ W A L L = 10 2 ' - 0 " STEP T/WALL . 1 S- 3 0 2 12 S- 3 0 1 TY P 7 S-302 S- 3 0 2 9 S- 3 0 2 10 S- 3 0 2 11 S- 3 0 2 12 OH OH , SI M S- 6 1 0 4 TY P CO N T I N U E TH I C K E N E D S L A B , TY P 3 S- 3 0 3 T / F T G S T E P T / F T G S T E P T / F T G S T E P T / F T G S T E P TO C = 98 ' - 0 " SF 1 . 5 97 ' - 0 " SF 1 . 5 97 ' - 0 " SF 1 . 5 99 ' - 0 " SF 1 . 5 99 ' - 0 " TO C = 98 ' - 0 " T / F T G S T E P S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 9 ' - 0 " 6 NO T E S : 1. S E E C I V I L A N D A R C H F O R D A T U M E L E V A T I O N S F O R E A C H B U I L D I N G . 2. A L L W A L L S A R E T Y P E W 1 , U N O . S E E 3. A L L S T R I P F O O T I N G S A R E TY P E S F 1 . 5 , U N O . S E E 4. A L L S L A B S O N G R A D E A R E 4 " T H IC K W I T H W W R 6 x 6 W 2 . 1 x W 2 . 1 S E E 5. S E E S - 3 0 0 A N D S - 3 0 1 F O R TY P I C A L C O N C R E T E D E T A I L S . 6. S E E S - 3 0 1 F O R F O O T I N G S C H E D U L E S . 7. S E E S - 6 0 0 F O R W A L L A N D P O S T S C H E D U L E S . 8. T O P O F W A L L E L E V A T I O N I S E Q U A L T O T O P O F S L A B E L E V A T I O N , U N O . 9. T O P O F W A L L E L E V A T I O N A T D O O R T H R E S H O L D S IS 8 " B E L O W T O P O F S L A B E L E V A T I O N , U N O . 8/ S - 6 0 0 11 / S - 3 0 1 4/ S - 3 0 1 # K I N G S T U D S # T R I M M E R S T U D S H2 - 2 2 HE A D E R M A R K HO L D D O W N T Y P E SH E A T H I N G T Y P E W2 - A 2 ST U D S & S P A C I N G C1 PO S T M A R K SE E 12 / S - 6 0 0 SE E 8/ S - 6 0 0 SE E 3/ S - 6 0 0 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:17  PM S ‐120BLDG 2  FOUNDATION PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM NO R T H 1 / 8 " = 1 ' - 0 " BL D G 2 - F O U N D A T I O N P L A N 04.10.14 REVISION  1 03.27.15 BULLETIN  #63/27/2015 S F 1 . 5 9 4 ' - 6 " SF 2 94 ' - 6 " S F 1 . 5 9 7 ' - 0 " SF 3 97 ' - 0 " SF 3 97 ' - 0 " SF 3 99 ' - 0 " S F 3 9 7 ' - 0 " SF 3 99 ' - 0 " SF1.5 96'-6" F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " F3 x 3 96 ' - 6 " SF 2 94 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF2 96'-6" SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 96 ' - 6 " SF 2 94 ' - 6 " 4 S- 3 0 2 6 S- 3 0 2 3 S- 3 0 2 2 S-302 2 S- 3 0 2 2 S- 3 0 2 1 S-302 C3 C3 C3 C3 C1 0 C1 0 C3 C3 C1 0 C1 0 C3 C1 0 C3C3 C3 C3 C3 C3 C3 C3 1 S-302 SF1.5 96'-6" W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W4 - B 8 W4 - B 8 W4 - A 7 W4 - A 7 T/ F T G S T E P W2 - B 6 W2 - B 6 T/ F T G S T E P ST E P T / F T G T / F T G S T E P F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " T/ F T G S T E P TO C = 10 0 ' - 0 " TO C = 10 0 ' - 0 " 4 S- 3 0 2 T/FTG STEP ST E P T / F T G ST E P T / F T G S F 1 . 5 9 6 ' - 6 " SF1.5 96'-6" S F 1 . 5 9 6 ' - 6 " T/ C = 10 0 ' - 6 " T/ C = 99 ' - 6 " T/ C = 98 ' - 6 " W2-B6 W2-B6W2-B6 W2-B6 W2-B6 W2-B6 W 2 - B 6 W 2 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W1-B6 W1-B6W1-B6 W1-B6 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2-C10 W2-C10 W2 - C 1 0 W2 - C 1 0 W2-C10 W2-C10 W 3 - A 6 W 3 - A 6 W 3 - A 6 W 3 - A 6 W 2 - B 6 W 2 - B 6 W4 - B 8 W4 - B 8 W4-A7 W4-A7 W4 - A 7 W4 - A 7 S F 1 . 5 9 8 ' - 6 " S F 1 . 5 9 8 ' - 6 " S- 1 5 0 1 S- 1 5 0 1 S F 1 . 5 9 8 ' - 0 " S F 1 . 5 9 8 ' - 0 " 3 S- 3 0 0 TY P 3 S- 3 0 0 TY P S F 3 9 6 ' - 6 " 3 ' - 0 " S T E P 3 ' - 0 " S T E P S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " 3 S- 3 0 0 8 ' - 5 1 / 2 " 2 ' - 1 0 " 2 1 ' - 1 1 1 / 4 " 2 2 ' - 3 1 / 4 " 8 ' - 6 " 6 4 ' - 0 " 10 ' - 1 " 5' - 1 1 " 18 ' - 9 1 / 2 " 8' - 1 1 / 2 " 18 ' - 1 1 / 2 " 5' - 1 1 " 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 6' - 5 " 8' - 1 1 / 2 " 7' - 1 " 11 ' - 6 " 5' - 1 1 " 10 ' - 1 " 8' - 1 1 / 2 " 18 ' - 9 1 / 2 " 5'-11"10'-1" 18 6 ' - 8 1 / 2 " 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 30 ' - 9 " 5' - 1 1 " 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 16 ' - 5 1 / 2 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 8 " 8' - 1 1 / 2 " 6' - 1 0 1 / 2 " 11 ' - 6 " 5'-11"29'-5 1/2"2'-2"9'-1 1/2" TO C = 98 ' - 0 " TO C = 98 ' - 0 " TO C = 98 ' - 0 " TO C = 98 ' - 0 " F3 x 3 94 ' - 6 " C1 3 C1 3 7' - 5 3 / 4 " W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 SF 2 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " SF 2 96 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 2 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 2 96 ' - 6 " W2 SF1.5 96'-6"SF1.5 96'-6"SF2 96'-6"S-1522 TYPS-1521TYP SF3 96'-6"SF1.5 96'-6"SF1.5 96'-6" S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 2 94 ' - 6 " T/ W A L L = 99 ' - 6 " S T E P T / W A L L . S T E P T / W A L L . T/ W A L L = 99 ' - 6 " ST E P T / W A L L .ST E P T / W A L L . 12 S-301TYP 7 S- 3 0 2 7 S- 3 0 2 SF 3 -4 ' - 6 " S F 1 . 5 9 4 ' - 6 " S- 3 0 2 9 S-3029 S- 3 0 2 12 SI M S- 3 0 2 10 C6 C6 SF 3 99 ' - 0 " S- 6 1 0 4 TY P CO N T I N U E TH I C K E N E D S L A B , TY P 3 S- 3 0 3 T / F T G S T E P T / F T G S T E P T / F T G S T E P T / F T G S T E P TO C = 9 8 ' - 0 " TO C = 9 8 ' - 0 " TO C = 10 0 ' - 0 " OH S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 1 . 5 9 9 ' - 0 " S F 2 9 4 ' - 6 " T/ F T G S T E P T/ F T G S T E P 6 6 5" 5" 5" 5" 5" 6 6 6 6 6 NO T E S : 1. S E E C I V I L A N D A R C H F O R D A T U M E L E V A T I O N S F O R E A C H B U I L D I N G . 2. A L L W A L L S A R E T Y P E W 1 , U N O . S E E 3. A L L S T R I P F O O T I N G S A R E TY P E S F 1 . 5 , U N O . S E E 4. A L L S L A B S O N G R A D E A R E 4 " T H IC K W I T H W W R 6 x 6 W 2 . 1 x W 2 . 1 S E E 5. S E E S - 3 0 0 A N D S - 3 0 1 F O R TY P I C A L C O N C R E T E D E T A I L S . 6. S E E S - 3 0 1 F O R F O O T I N G S C H E D U L E S . 7. S E E S - 6 0 0 F O R W A L L A N D P O S T S C H E D U L E S . 8. T O P O F W A L L E L E V A T I O N I S E Q U A L T O T O P O F S L A B E L E V A T I O N , U N O . 9. T O P O F W A L L E L E V A T I O N A T D O O R T H R E S H O L D S IS 8 " B E L O W T O P O F S L A B E L E V A T I O N , U N O . 8/ S - 6 0 0 11 / S - 3 0 1 4/ S - 3 0 1 # K I N G S T U D S # T R I M M E R S T U D S H2 - 2 2 HE A D E R M A R K HO L D D O W N T Y P E SH E A T H I N G T Y P E W2 - A 2 ST U D S & S P A C I N G C1 PO S T M A R K SE E 12 / S - 6 0 0 SE E 8/ S - 6 0 0 SE E 3/ S - 6 0 0 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:21  PM S ‐130BLDG 3  FOUNDATION PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM NO R T H 1 / 8 " = 1 ' - 0 " BL D G 3 - F O U N D A T I O N P L A N 04.10.14 REVISION  1 03.27.15 BULLETIN  #63/27/2015 TO C = 10 0 ' - 0 " C3 C3 C3 C3 SF 2 94 ' - 6 " SF 3 97 ' - 0 " SF 2 94 ' - 6 " SF 2 94 ' - 6 " C3 SF 3 97 ' - 0 " SF 2 94 ' - 6 " T / F T G S T E P T / F T G S T E P T/ F T G S T E P T/ F T G S T E P F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " ST E P T / F T G W2 W2 W2 W2 F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " T/ C = 97 ' - 6 " C1 0 C1 0 F3 x 3 94 ' - 6 " F3 x 3 94 ' - 6 " C10F3x3 96'-6"C3 C3 C6 C6 C3 C10 C3 C3 SF 2 96 ' - 6 " SF 3 99 ' - 0 " SF 2 96 ' - 6 " SF2 96'-6"C3 SF2 96'-6"T/FTG STEP T / F T G S T E P T / F T G S T E P T/ F T G S T E P F3x3 96'-6"T/FTG STEP12"x12" CONC PIER, TYP F3 x 3 96 ' - 6 " F3x3 96'-6"F3x3 96'-6"F3x3 96'-6"STEP T/FTG W2 W2 W2 W2F3x396'-6"F3x3 96'-6" C1 0 C1 0 C3 C3 T/ F T G S T E P T / F T G S T E P C3 C3 F3 x 3 92 ' - 6 " F3 x 3 92 ' - 6 " F3 x 3 92 ' - 6 " F3 x 3 92 ' - 6 " C3 C3 W2 SF 3 95 ' - 0 " SF 3 95 ' - 0 " SF 2 92 ' - 6 " W2 - C 1 0 W2 - C 1 0 W4 - A 7 W4 - A 7 W2 - C 1 0 W2 - C 1 0 S F 3 9 5 ' - 0 " S F 1 . 5 9 2 ' - 6 " W4 - B 8 W4 - B 8 C3 SF 2 92 ' - 6 " 1 S-302 2 S-302 2 S- 3 0 2 3 S- 3 0 2 1 S- 3 0 2 1 S-302 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4 - A 7 W4-A7 W4-A7 W 3 - A 6 W 3 - A 6 W1-B6 W1-B6 W2-C10 W2-C10 W2-B6 W2-B6 W2-C10 W2-C10 W1-B6 W1-B6 W2 - C 1 0 W2 - C 1 0 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W2 - C 1 0 W1 - B 6 W1 - B 6 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 W 3 - A 6 W 3 - A 6 W 3 - A 6 W 3 - A 6 4 S- 3 0 2 TY P S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 7 ' - 0 " SF1.5 99'-0"SF1.5 99'-0"SF1.5 96'-6" TO C = 98 ' - 0 " 8 ' - 5 1 / 2 " 2 ' - 1 0 " 2 1 ' - 1 1 1 / 4 " 2 2 ' - 3 3 / 4 " 8 ' - 5 1 / 2 " 10 ' - 3 1 / 2 " 5' - 1 1 " 11 ' - 6 " 7' - 1 " 8' - 1 1 / 2 " 18 ' - 1 1 / 2 " 5' - 1 1 " 5 1 / 2 " 9' - 1 0 " 5' - 1 1 " 11 ' - 6 " 6' - 5 " 8 3 / 4 " 7' - 3 1 / 4 " 9 1 / 2 " 6' - 5 " 11 ' - 6 " 5' - 1 1 " 9' - 1 0 " 10 ' - 9 " 5' - 1 1 " 11 ' - 6 " 21'-7 1/2"11'-6"5'-11"8'-8"1'-7 1/2" W2 - B 6 W2 - B 6 W 2 - B 6 W 2 - B 6 W2-B6 W2-B6 W 2 - B 6 W 2 - B 6 W1 - B 1 W1 - B 1 W1 - B 6 W1 - B 6 W2 - C 1 0 W2 - C 1 0 S- 1 5 0 1 S- 1 5 0 1 S-1501 W 3 - A 6 W 3 - A 6 S F 1 . 5 9 5 ' - 0 " S F 1 . 5 9 5 ' - 0 " 3 S- 3 0 0 TYPSF1.5 98'-6"SF1.5 98'-6"3'-0" STEP S F 3 9 6 ' - 6 " 3 ' - 0 " S T E P 3 ' - 0 " S T E P 3 ' - 0 " S T E P S F 1 . 5 9 6 ' - 6 " S F 1 . 5 9 6 ' - 6 " S F 3 9 4 ' - 6 " 3 ' - 0 " S T E P S F 1 . 5 9 4 ' - 6 " S F 1 . 5 9 4 ' - 6 " 3 ' - 0 " S T E P 3 ' - 0 " S T E P 3 S- 3 0 0 TY P 1'-7 1/2"9'-8"52'-8 1/2"64'-0" 6 4 ' - 0 " 10 ' - 1 " 5' - 1 1 " 22 ' - 0 1 / 4 " 23 ' - 0 1 / 4 " 5' - 1 1 " 10 ' - 8 " 5' - 1 1 " 13 ' - 8 1 / 2 " 16 ' - 5 1 / 2 " 13 ' - 8 1 / 2 " 5' - 1 1 " 10 ' - 2 1 / 2 " 11 ' - 1 1 / 2 " 5' - 1 1 " 13 ' - 8 1 / 2 " 30'-9"5'-11" ST E P T / F T G F3 x 3 92 ' - 6 " F3 x 3 92 ' - 6 " F3 x 3 92 ' - 6 " F3 x 3 92 ' - 6 " S-1522TYPS-1521 TYP SF 3 92 ' - 6 " S F 1 . 5 9 2 ' - 6 " SF 2 92 ' - 6 " S F 1 . 5 9 2 ' - 6 " SF 1 . 5 92 ' - 6 " S F 1 . 5 9 2 ' - 6 " SF 2 92 ' - 6 " S F 1 . 5 9 2 ' - 6 " SF 1 . 5 92 ' - 6 " S F 1 . 5 9 2 ' - 6 " T/ W A L L = 97 ' - 6 " S T E P T / W A L L . S T E P T / W A L L . T/ W A L L = 97 ' - 6 " ST E P T / W A L L . SF 2 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 2 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 2 94 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF2 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF3 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF1.5 96'-6"SF1.5 96'-6" S F 1 . 5 9 6 ' - 6 " SF 1 . 5 96 ' - 6 " S F 1 . 5 9 6 ' - 6 " SF 2 96 ' - 6 " SF 2 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 2 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " SF 1 . 5 94 ' - 6 " S F 1 . 5 9 4 ' - 6 " ST E P T / W A L L . SF 2 94 ' - 6 " S F 1 . 5 9 2 ' - 6 " SF 1 . 5 92 ' - 6 " S F 1 . 5 9 2 ' - 6 " S F 1 . 5 9 2 ' - 6 " SF 1 . 5 92 ' - 6 " TYP12S-301 7 S- 3 0 2 7 S- 3 0 2 S- 3 0 2 9 S- 3 0 2 12 SI M S- 3 0 2 10 S- 3 0 2 12 S- 3 0 2 10 SF 2 96 ' - 6 " S F 3 9 7 ' - 0 " SF3 99'-0" S- 6 1 0 4 TY P CO N T I N U E TH I C K E N E D S L A B , TY P 3 S- 3 0 3 TO C = 96 ' - 0 " TO C = 98 ' - 0 " TO C = 96 ' - 0 " TOC= 100'-0"SF1.5 99'-0" S F 1 . 5 9 7 ' - 0 " S F 1 . 5 9 5 ' - 0 " OH 6 5"5" 5" 5" 5" 5" 6 6 6 6 66 NO T E S : 1. S E E C I V I L A N D A R C H F O R D A T U M E L E V A T I O N S F O R E A C H B U I L D I N G . 2. A L L W A L L S A R E T Y P E W 1 , U N O . S E E 3. A L L S T R I P F O O T I N G S A R E TY P E S F 1 . 5 , U N O . S E E 4. A L L S L A B S O N G R A D E A R E 4 " T H IC K W I T H W W R 6 x 6 W 2 . 1 x W 2 . 1 S E E 5. S E E S - 3 0 0 A N D S - 3 0 1 F O R TY P I C A L C O N C R E T E D E T A I L S . 6. S E E S - 3 0 1 F O R F O O T I N G S C H E D U L E S . 7. S E E S - 6 0 0 F O R W A L L A N D P O S T S C H E D U L E S . 8. T O P O F W A L L E L E V A T I O N I S E Q U A L T O T O P O F S L A B E L E V A T I O N , U N O . 9. T O P O F W A L L E L E V A T I O N A T D O O R T H R E S H O L D S IS 8 " B E L O W T O P O F S L A B E L E V A T I O N , U N O . 8/ S - 6 0 0 11 / S - 3 0 1 4/ S - 3 0 1 # K I N G S T U D S # T R I M M E R S T U D S H2 - 2 2 HE A D E R M A R K HO L D D O W N T Y P E SH E A T H I N G T Y P E W2 - A 2 ST U D S & S P A C I N G C1 PO S T M A R K SE E 12 / S - 6 0 0 SE E 8/ S - 6 0 0 SE E 3/ S - 6 0 0 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:24  PM S ‐140BLDG 4  FOUNDATION PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM 1 / 8 " = 1 ' - 0 " BL D G 4 - F O U N D A T I O N P L A N NO R T H 04.10.14 REVISION  1 03.27.15 BULLETIN  #63/27/2015 S-151 1 STEP T/FTG C7 C7C9C9C9C94S-302TYP 6 S-302TYP1 3/4" SLAB RECESS UP3S-303C14C14TO ROOF TO ROOF 11 1/4 LVL STAIR STRINGER @ 16" oc8S-302 SEE PLAN FOR FOOTING STEP FOR PLUMBING 6 S-3022S-30212S-3011S-302 12 S-303 8" TYP 8" TYP 8"3 S-303SIMW5-B6 W5-B6 W5-B6 W5-B6 (2) 2x4 W/(2) 2x4 KINGS(2) 2x4 W/(2) 2x4 KINGS(2) 2x4 W/(2) 2x4 KINGS (2) 2x4 W/(2) 2x4 KINGS (2) 2x4 W/(2) 2x4 KINGS(2) 2x4 W/(2) 2x4 KINGS(2) 2x4 W/(2) 2x4 KINGS (2) 2x4 W/(2) 2x4 KINGS 6 W5-A5 W5-A5W5-A5 W5-A5 W5-A5 W5-A5 S- 1 5 1 1 OP E N 5/ 4 " T R E X W 5 - A 3 W 5 - A 3 W 5 - A 3 W 5 - A 3 C7 C7 H 9 - 1 1 6 x 1 2 6 x 1 2 H5 - 3 2 6 S- 6 2 0 1 S- 6 2 2 3 S- 6 2 2 2 S- 6 2 2 TY P TY P 6 S- 6 1 0 TY P 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 3x 1 2 @ 2 4 " O C 4x 1 2 4x 1 2 4 x 1 2 4x 1 2 4 x 1 2 4 x 1 2 4 x 1 2 4 x 1 2 DN T/ D E C K SE E P L A N SL O P E 3" / 1 2 " 5/ 4 " T R E X 5/ 4 " T R E X UP H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 4 x 1 4 S T A I R S T R I N G E R @ 1 6 " O C W S 1 6 S- 6 1 0 3 S- 6 1 0 5 S- 6 1 2 1 S- 6 1 0 11 S- 6 1 1 5 S- 6 1 0 4x 1 2 5/ 4 " T R E X 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 4 x 1 2 4x 1 2 (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S (2 ) 2 x 4 W / (2 ) 2 x 4 K I N G S 12 S- 6 1 1 H 9 - 1 1 H 9 - 1 1 C7 C7 W 5 - A 1 W 5 - A 1 W 5 - A 1 W 5 - A 1 5/ 4 " T R E X 6 S- 6 1 0 TY P 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 4x 1 2 4x 1 2 4 x 1 2 4 x 1 2 4 x 1 2 4 x 1 2 4 x 1 2 4 x 1 2 4x 1 2 UP OP E N T/ D E C K SE E P L A N 5/ 4 " T R E X 5/ 4 " T R E X DN H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 4 x 1 4 S T A I R S T R I N G E R @ 1 6 " O C 6 S- 6 1 0 5 S- 6 1 2 3 S- 6 1 0 5 S- 6 1 2 1 S- 6 1 0 11 S- 6 1 1 SI M 11 S- 6 1 1 5 S- 6 1 0 5/ 4 " T R E X 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 2 x 8 @ 1 6 " O C 4x 1 2 4x 1 2 6 6 12 S- 6 1 1 S- 1 5 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 C7 C7 GI R D E R T R U S S 9 S- 6 2 0 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 H 9 - 1 1 WS 1 P R E - E N G I N E E R E D R O O F T R U S S @ 2 4 " O C P R E - E N G I N E E R E D R O O F T R U S S @ 2 4 " O C WS 1 22 " x 4 8 " A T T I C A C C E S S CO O R D I N A T E L O C A T I O N WI T H T R U S S B O T T O M CH O R D S P A C I N G (2 ) 2 x 6 EA C H SI D E 8 S- 6 2 0 3 S- 6 2 0 11 S- 6 2 0 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:28  PM S ‐150ENTRY PARTIAL  PLANSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM 1/4" = 1'-0"1 ENTRY FND PARTIAL PLAN 1 / 4 " = 1 ' - 0 " 2 EN T R Y 2 N D F L P A R T I A L P L A N 1 / 4 " = 1 ' - 0 " 3 EN T R Y 3 R D F L P A R T I A L P L A N 1 / 4 " = 1 ' - 0 " 4 EN T R Y R O O F P A R T I A L P L A N SE E P L A N F O R O R I E N T A T I O N SE E P L A N F O R O R I E N T A T I O N SE E P L A N F O R O R I E N T A T I O N SEE PLAN FOR ORIENTATION304.10.14 REVISION  1 11.03.14 BULLETIN  #3 12.15.14 BULLETIN  #4 03.27.15 BULLETIN  #6 6 3/27/2015 K I N G ( S ) T R I M M E R ( S ) HE A D E R , S E E : SC H E D U L E F O R SI Z E PL A T E S T O MA T C H S T U D SI Z E & G R A D E HE A D E R M E M B E R S PE R S C H E D U L E TY P E A H E A D E R PL A T E T O M A T C H ST U D S I Z E & GR A D E HE A D E R M E M B E R S PE R S C H E D U L E PL Y W O O D S P A C E R S TY P E B H E A D E R J A C K S T U D SI L L WO O D H E A D E R S C H E D U L E MA R K S I Z E # K I N G S T U D S # T R I M M E R S T U D S RE M A R K S H1 ( 3 ) 2 x 6 H2 ( 3 ) 2 x 8 H3 ( 3 ) 2 x 1 0 H4 ( 3 ) 2 x 1 2 H5 ( 3 ) 1 3 / 4 x 5 1 / 2 L V L H6 H7 H8 (3 ) 1 3 / 4 x 7 1 / 4 L V L (3 ) 1 3 / 4 x 9 1 / 4 L V L (3 ) 1 3 / 4 x 1 1 7 / 8 L V L HE A D E R K E Y H2 - 2 2 HE A D E R M A R K NO T E S : 1. H E A D E R S W I T H 2 M E M B E R S S H AL L B E B U I L T P E R T Y P E A R E Q U IR E M E N T S ( E X C E P T A T 2 x 4 WA L L ) . 2. H E A D E R S W I T H 3 M E M B E R S S H A L L BE B U I L T P E R T Y P E B R E Q U I R E M E N T S . H9 ( 2 ) 2 x 6 MA R K H O L D O W N T Y P E 0 N O H O L D D O W N ANCHOR RQMTS MINIMUM ATTACHMENT REMARKSHOLDOWN SCHEDULE ST U D S P A C I N G W1 2x 6 D F # 2 @ 1 2 " O C SH E A T H I N G BL O C K E D ED G E S ED G E N A I L I N G (E N ) ST R U C T U R A L W O O D W A L L S C H E D U L E RE M A R K S 1/ 2 " G Y P B D E A F A C E Y 6d @ 4 " O C O R #6 S C R E W @ 4 " 0 C 5/8"Ø(2) DF#2 STUDS 1M S T C 4 0 W2 2x 6 D F # 2 @ 1 6 " O C 7/ 1 6 " A P A R A T E D SH E A T H I N G 8d @ 6 " O C ST U D S & SP A C I N G W1 - A 1 HO L D O W N T Y P E ~ R E : S C H E D ST R U C T U R A L W A L L N O T E S : 1. A L L S T R U C T U R A L W O O D W A L L S S H A L L B E W 1 , U N O . 2. S H E A T H I N G T O B E A P A - R A T E D S H E A T H I N G . R E : GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. S H E A T H I N G N A I L S S H A L L B E I N S T A L L E D A MINIMUM OF 3/8" FROM PANEL EDGES. 4. S H E A T H I N G N A I L S T O B E C O M M O N . 5. A T S H E A T H I N G , U S E 8 d N A I L S @ 1 2 " O C F O R F I E L D N A I L I N G . 6. A L L S H E A T H I N G T O B E B A C K E D W I T H 2" NOMINAL OR WIDER MEMBER. 7. P R O V I D E A M I N I M U M O F ( 2 ) S T U D S A T E A C H H O L D O W N . 8. C O N N E C T S H E A R P A N E L S D I R E C T L Y T O S T U D S . 9. A L L W A L L N A I L I N G A T W A L L S , I N C L U D I N G H E A D E R S , B L O C K I NG, RIMBOARDS, ETC. SHALL CONFORM TO REQUIREMENTS OF NA I L I N G S C H E D U L E I N I B C 2 0 1 2 , T A B L E 2 3 0 4 . 9 . 1 U N L E S S M O R E STRINGENT REQUIREMENTS ARE SHOWN IN DRAWINGS. 10 . S E E A R C H D R A W I N G S F O R W A L L T Y P E S . 11 . W H E R E G Y P S U M B O A R D O R A P A S H E A T H I N G I S A P P L I E D O N O N E SIDE ONLY, PROVIDE 2x HORIZONTAL BLOCKING AT 48" OC MI N . HO L D O W N N O T E S : 1. I N S T A L L A L L H O L D O W N S A N D H O L D O W N A NCHORS PER MNFR's WRITTEN INSTRUCTIONS. 2. U N L E S S O T H E R W I S E N O T E D , M I N I M U M H O L D O W N A T T A C H MENT TO BE (2) 2x ~ MATCH WALL STUD THICKNESS. AN C H O R A G E T O FD N 5/ 8 " @ 4 8 " O C CO N N E C T I O N A T SI L L P L A T E CO N N E C T I O N A T TO P P L A T E MA R K 2x 4 D F # 2 @ 1 6 " O C W3 SH E A R W A L L K E Y MA R K S H E A T H I N G ST U D S A B } SH E A T H I N G T Y P E ~ R E : S C H E D 8d @ 4 " O C C 8d @ 3 " O C D 8d @ 2 " O C E 2M S T C 5 2 3M S T C 6 6 4M S T C 7 8 5 ( 2 ) M S T C 6 6 6 H D U 2 - S D S 2 . 5 7 H D U 4 - S D S 2 . 5 8 H D U 5 - S D S 2 . 5 9 H D U 8 - S D S 2 . 5 10 H D U 1 1 - S D S 2 . 5 11 H D U 1 4 - S D S 2 . 5 Y Y Y Y ST U D S P A C I N G W4 (2 ) W A L L S 2 x 4 @ 1 6 " O C W5 (2 ) W A L L S 2 x 6 @ 1 6 " O C MA R K SI M P S O N L 7 0 @ 2 4 " O C 16 d @ 3 " O C SI M P S O N L 7 0 @ 1 6 " O C SI M P S O N L 7 0 @ 1 2 " O C SI M P S O N L 9 0 @ 1 2 " O C 5/ 8 " @ 3 6 " O C 5/ 8 " @ 2 4 " O C 5/ 8 " @ 1 8 " O C SI M P S O N L 7 0 @ 2 4 " O C 16 d @ 4 " O C 5/ 8 " @ 4 8 " O C 16 d @ 2 " O C (2 ) R O W S 1 6 d @ 3 " O C (2 ) R O W S 1 6 d @ 2 " O C (2) DF#2 STUDS (2) DF#2 STUDS (2) DF#2 STUDS (3) DF#2 STUDS (2) DF#2 STUDS (2) DF#2 STUDS 5/8"Ø 5/8"Ø 7/8"Ø 1"Ø 1"Ø(2) DF#2 STUDS (3) DF#2 STUDS (4) DF#2 STUDS (5) DF#2 STUDS 7/ 1 6 " A P A R A T E D SH E A T H I N G 7/ 1 6 " A P A R A T E D SH E A T H I N G 7/ 1 6 " A P A R A T E D SH E A T H I N G FILL ALL NAIL HOLES AT STUDS FILL ALL NAIL HOLES AT STUDS FILL ALL NAIL HOLES AT STUDS FILL ALL NAIL HOLES AT STUDS FILL ALL NAIL HOLES AT STUDS 6 6 . HO R I Z O N T A L D I A P H R A G M S C H E D U L E MA R K S H E A T H I N G M A T E R I A L B L O C K E D E D G E S F A S T E N E R T Y P E & S P A C I N G 5/ 8 " T H I C K 4 0 / 2 0 A P A - RA T E D S H E A T H I N G NO -- NO 3/ 4 " T H I C K 2 4 O C S T U R D - I - FL O O R A P A - R A T E D SH E A T H I N G -- NO T E S : 1. A L L R O O F D I A P H R A G M S A R E T Y P E W S 1 , U N O . 2. A L L F L O O R D I A P H R A G M S A R E T Y P W S 3 , U N O . 3. A L L D E C K D I A P H R A G M S A R E T Y P E W S 3 , U N O . 4. M I N I M U M E D G E D I S T A N C E F O R N A I L S S H A L L B E 3 / 8 " . 5. P R O V I D E B O U N D A R Y N A I L I N G ( T Y P E 4 A B O V E ) I N T O A L L S U P P O R T I N G B E A M S , W A L L S , JO I S T B L O C K I N G , A N D R I M B O A R D S U N O . WS 1 WS 2 WS 3 1 10 d @ 6 " O C 2 10 d @ 1 2 " O C 3 10 d @ 6 " O C 4 10 d @ 6 " O C 1 -- 2 -- 3 -- 4 -- 1 10 d @ 6 " O C 2 10 d @ 1 2 " O C 3 NA 4 10 d @ 6 " O C 2 1 PA N E L E D G E N A I L I N G A T S U P P O R T E D E D G E S 2 FI E L D N A I L I N G 3 PA N E L E D G E N A I L I N G A T B L O C K E D E D G E S 4 BO U N D A R Y N A I L I N G BE A M O R W A L L DI A P H R A G M E D G E TR U S S E S , R A F T E R S OR J O I S T S 2x F L A T B L O C K I N G A T UN S U P P O R T E D SH E A T H I N G E D G E S (W H E R E R E Q D ~ S E E SC H E D U L E ) 1 3 4 NO T E S : 1. D E C K I N G S H A L L B E I N S T A L L E D I N C O N T R O L L E D R A N D O M L A Y U P CO N F I G U R A T I O N P E R A I T C G U I D E L I N E S . FA S T E N E A P I E C E O F 2 " D E C K TO A L L P E R P S U P P O R T S W / (1 ) 1 6 d R I N G S H A N K F A C E N A I L & ( 1 ) 1 6 d T O E N A I L T H R O U G H TH E T O N G U E FO R S H E A T H I N G CO N N E C T I O N RE Q U I R E M E N T S T O DE C K I N G SE E 2" D E C K N A I L I N G T O PA R A L L E L S U P P O R T S , 1 6 d RI N G S H A N K N A I L @ 6 " O C MA X SP A C E S H E A T H I N G S O TH A T P A N E L E D G E S FA L L O N C E N T E R O F DE C K P I E C E & N O T O N A J O I N T 2" T O N G U E & G R O O V E DE C K I N G FA S T E N E A P I E C E O F 2 " D E C K T O EA O T H E R W / 8 d C O M M O N S L A N T NA I L S A T I N T E R V A L S N O T T O EX C E E D 3 0 " , S T A G G E R E D , L O C A T E NA I L W I T H I N 1 0 " O F E A E N D T H U S : 11 / S - 6 0 0 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:32  PM S ‐600TYPICAL WOOD FRAMING  DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM NO S C A L E 12 TY P W O O D W A L L H E A D E R NO S C A L E 8 TY P W O O D S T R U C T U R A L W A L L & H O L D O W N S C H E D U L E S POST SCHEDULE MARK TYPE REMARKS C1 (2) 2x6 C2 (3) 2x6 C3 (4) 2x6 C5 (2) 5 1/2" LVL C6 (3) 5 1/2" LVL C7 (4) 5 1/2" LVL C9 8x8 DF#1 C10 10x10 DF#1 C12 (3) 2x4 C13 (4) 2x4 C14 5 1/4x7 PSL NO SCALE 3 POST SCHEDULE NO S C A L E 11 TY P W O O D H O R I Z O N T A L D I A P H R A G M SC H E D U L E NO S C A L E 6 TY P E X P O S E D D E C K 04.10.14 REVISION  1 03.27.15 BULLETIN  #63/27/2015 A A CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE1 1/4" CONT LSL RIM @ SHEAR WALLSEDGE NAILING PER STRUCTURAL WALL SCHEDULE,TYPSILL CONN PER STRUCTURAL WALL SCHEDULE TRUSS CONNECTION BY TRUSS SUPPLIERTRUSS SUPPLIER DESIGN TRUSSES AND CONNECTIONS FOR 120 PLF EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE BRIDGING @ 48"OC BY TRUSS SUPPLIER1 1/4" CONT LSL RIM @ SHEAR WALLSILL CONN PER STRUCTURAL WALL SCHEDULE TRUSS SUPPLIER DESIGN BRIDGING AND CONNECTIONS FOR 120 PLF WALL MAY BE BALLOON FRAMED - DELETE RIM JOIST - DELETE WALL BRACING - DELETE CONNECTION AT TOP OF WALL - CONNECT SILL PLATE TO TOP PLATE WITH "CONNECTION AT SILL PLATE" PER STRUCTURAL WALL SCHEDULE 6 CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE1 1/4" CONT LSL RIM UNDER EACH WALLEDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYPSILL CONN PER STRUCTURAL WALL SCHEDULE1"(2) LVL TOP PLATE2x SILL PLATE @ EACH WALL S-61011AT 3RD FLOOR ONLY SIM BR I D G I N G @ 4 8 " O C BY T R U S S S U P P L I E R 2x B L O C K I N G @ 4 8 " O C T/ P L Y T/ D E C K SI M P S O N H U 4 1 2 TR U S S B R I D G I N G @4 8 " O C 2x B L O C K I N G @ 4 8 " O C SI L L A N D R I M CO N N E C T I O N P E R ST R U C T W A L L SC H E D GY P S H E A T H I N G C O N N PE R S T R U C T W A L L SC H E D TO P O F W A L L CO N N E C T I O N P E R ST R U C T W A L L S C E H D U L E PL Y W O O D S H E A T H I N G @ F I R S T F L O O R W A L L NO T C H B E A M A T SH E A T H I N G PO S T P E R P L A N W / KI N G S T U D W / ( 4 ) 1 6 d NA I L S E A S I D E AD D ( 4 ) 6 " T I M B E R L O K (T L O K 0 6 ) E A S I D E O F IN T E R U P T E D T O P PL A T E SI M P S O N L T P 4 @ 12 " O C @ B L D G 1 , 2N D F L T/ P L Y T/ D E C K I N G TR E A T E D 2 x 8 L E D G E R W/ ( 2 ) R O W S # 1 2 x 3 1 / 2 " @ 6 " O C SI M P S O N L U S 2 8 SI M P S O N D T T 1 Z W / S D W H TI M B E R - H E X S C R E W ( H D G ) IN T O T R U S S V E R T A T E A C H EN D O F D E C K 10 d N A I L S @ 3 " O C TR E A T E D 2 x 8 L E D G E R W / (2 ) R O W S # 1 4 x 4 " S C R E W S (H D G ) @ 8 " O C TR E A T E D B E A M SE E P L A N SI M P S O N L S T A 1 5 @ 4 ' - 0 " O C FA C E M O U N T H A N G E R (H D G ) P E R 5/ S - 6 0 2 SI M P S O N L S 5 0 @ 2 4 " O C SI M P S O N H 2 . 5 A @ E A C H J O I S T EX T E R I O R S T U D W A L L S SH A L L B E T R E A T E D TR U S S B R I D G I N G @ 4 8 " O C 2x 4 B L O C K I N G @ 4 8 " O C V E R T 6" T I M B E R L O K @ 4 " O C SI L L C O N N E C T I O N P E R ST R U C T W A L L S C H E D ED G E N A I L I N G P E R ST R U C T W A L L S C H E D SI M P S O N LS T A 1 5 E A C H SI D E @ 4 ' - 0 " O C EX T E R I O R S T U D W A L L S SH A L L B E T R E A T E D (2 ) 2 x 1 2 W / BL O C K I N G A T ST R A P S NA I L I N G A T S T U D T O BO L C K I N G T O M A T C H SH E A R W A L L E D G E NA I L I N G P E R TY P S H E A R W A L L E D G E NA I L I N G P E R 8/ S - 6 0 0 8/ S - 6 0 0 PA R T I T I O N W A L L ST R U C T U R A L W A L L , SE E P L A N PR O V I D E F U L L H T BL O C K I N G F O R N A I L I N G SI M P S O N S D W F 2 7 2 6 - T U W @ 5 6 " O C , T Y P AT S I M P R O V I D E (2 ) C O N N E C T O R S @ 5 6 " O C F O R DE M I S I N G W A L L BO T T O M P L A T E S 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:33  PM S ‐610FLOOR DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJMNO SCALE 1 TYP WOOD JOIST BEARING AT EXT WALL NO SCALE 2 TYP WOOD JOIST PARALLEL TO EXT WALL NO SCALE 3 TYP WOOD JOIST AT INT BEARING WALL 1 1 / 2 " = 1 ' - 0 " 5 FL O O R A T P A R T Y W A L L 1 1 / 2 " = 1 ' - 0 " 6 ST A I R F L O O R B E A M C O N N A T S T U D WA L L 1 1 / 2 " = 1 ' - 0 " 7 DE C K L E D G E R C O N N 1 1 / 2 " = 1 ' - 0 " 8 DE C K E D G E D E T A I L 1 1 / 2 " = 1 ' - 0 " 9 DE C K J O I S T B E A R I N G A T S T U D W A L L 1 " = 1 ' - 0 " 12 FL O O R S T E P A T F I R E W A L L 1 1 / 2 " = 1 ' - 0 " 10 DE C K E D G E A T P A R A L L E L J O I S T 1 1 / 2 " = 1 ' - 0 " 4 TY P S H E A R / P A R T I T I O N W A L L IN T E R S E C T I O N NO S C A L E 11 TY P 3 R D F L O O R W A L L U P L I F T C O N N 04.10.14 REVISION  1 01.20.15 BULLETIN  #5 03.27.15 BULLETIN  #63/27/2015 FULL HEIGHT 2x BLOCKING, TYP2x LEDGER W/ (3) #14x3"SCREWS AT 16" OC SIMPSON H2.5A EACH SIDE OF RAFTERSIMPSON HU9 AT LVL 2x LEDGER W/(2) #14 SCREWS @ 16" OC 2x BLOCKING @ 48" OC S-6116S-6114S-6115 6x8 POST AT BRACKET S-30312 SIM 2x 8 L E D G E R w / ( 2 ) RO W S # 1 2 x 3 " SC R E W S @ 1 2 " O C 2/ S - 6 1 0 FO R A D D I T I O N A L IN F O S E E BL O C K I N G w / S H E A R WA L L C O N N E C T I O N PE R PR O V I D E T R U S S V E R T I C A L AT B E A R I N G W A L L 2/ S - 6 1 0 S- 6 1 0 11 AT 3 R D F L O O R O N L Y 3 "2 " 1 '-7 "1 0 " PL 1 / 4 x 4 " H D G w / (2 ) 3 / 4 " Ø B O L T S PL 3 / 8 x 6 x 1 ' - 6 " H D G w / ( 4 ) 3/ 8 " Ø T H R U B O L T S . CO U N T E R S I N K I N P O S T 3/ 1 6 3/ 1 6 A A (3 ) # 1 4 S C R E W S @ 1 6 " O C AT L E D G E R T O R I M B O A R D SI M P S O N U 3 1 0 H A N G E R A T 3x 1 2 R A F T E R T O L E D G E R SI M P S O N D T T 2 Z w / 1/ 2 " Ø T H R E A D E D R O D AT B R A C K E T C O N N FU L L H E I G H T 2 x B L O C K I N G CO N T I N U E 8 ' - 0 " F R O M W A L L AT B R A C K E T C O N N (3 ) S I M P S O N M S T A 1 5 ST R A P A T B L O C K I N G , T Y P 2 " 6 " 7 " 3 1 /4 " 2 " SI M P S O N H G A 1 0 E A C H SI D E A T B R A C K E T (2 ) 1 / 4 x 5 x 1 ' - 3 " P L A T E S H D G , W / (2 ) 1 " Ø T H R U B O L T S A T BR A C K E T K I C K E R 3/ 1 6 3/ 1 6 HD G AS S E M B L Y AF T E R WE L D I N G PL 1 / 4 x x 0 ' - 1 1 " H D G , w/ ( 2 ) 1 " Ø T H R U B O L T S 2x B L O C K I N G 8d @ 6 " O C @ B L O C K I N G & P A N E L E D G E S SI M P S O N H U C 2 6 - 3 SI M P S O N C C Q 5 - 6 S D S 2 . 5 W/ N O T C H @ P O S T SI M P S O N M S T C 4 0 AT P S L P O S T , T Y P SI M P S O N HU 6 1 2 A T L O W RO O F B M , T Y P 6 SI M P S O N H U C 2 6 - 3 SI M P S O N MS T C 4 0 6 3/ 1 6 3/ 1 6 TY P PL 1 / 4 x 3 x 1 ' - 2 " E A C H S I D E w/ ( 2 ) 5 / 8 " Ø T H R U B O L T S IN S T D H O L E S , C T R O N PO S T SI M P S O N C C O 6 (H D G ) , C T R @ P O S T SI M P S O N M S T A 4 9 w / ( 1 2 ) 10 d N A I L S T & B A T BL O C K I N G A N D ( 8 ) 1 0 d NA I L S A T L V L B M CO N N A T P O S T CO N N A T J O I S T RA I L I N G P O S T , S E E A R C H 2x B L O C K I N G E S OF P O S T C O N N 1 1 / 2 " 8 " 4 1 / 2 " A A A (2 ) S I M P S O N L S C @ E A S T R I N G E R ST A I R B E A M TR E X D E C K I N G 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:37  PM S ‐611FLOOR DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1 1/2" = 1'-0"1 STORAGE EAVE AND LEDGER PERP TO WALL 1 1/2" = 1'-0"2 STORAGE ROOF LEDGER PARALLEL TO WALL 3/8" = 1'-0"3 BRACKET SECTION 1 1 / 2 " = 1 ' - 0 " 7 LE D G E R A T D E C K 1 1 / 2 " = 1 ' - 0 " 8 TR U S S B E A R I N G A T S T O R A G E W A L L 1 1 / 2 " = 1 ' - 0 " 6 BR A C K E T C O N N E C T I O N A T P O S T 1 " = 1 ' - 0 " 4 BR A C K E T C O N N A T F L O O R 1 1 / 2 " = 1 ' - 0 " 5 BR A C K E T C O N N A T B E A M 1 / 2 " = 1 ' - 0 " 9 EN T R Y W I N D O W C O N N 1 " = 1 ' - 0 " 10 EN T R Y W I N D O W C O N N 2 1 1 / 2 " = 1 ' - 0 " 11 HA N D R A I L C O N N A T L V L 04.10.14 REVISION  1 03.27.15 BULLETIN  #6 1 1 / 2 " = 1 ' - 0 " 12 ST A I R S T R I N G E R C O N N 6 3/27/2015 POST SEE PLAN, ADD (1)2x6 KING STUD(4) 6" TIMBERLOK (TLOK06) @ EACH KING STUD 6 NOTE: ALTERNATE USE SIMPSON CC5 1/4-8 AT 8x8 POSTS3 3/4"3"1 1/4"1'-1"1 1/2"4"3"TYP1 1/4"3"4 3/4"1/4" PLATE COLUMN CAP W/(4) 3/4"Ø BOLTS THRU LVL BM,AND (2) 3/4"Ø BOLTS THRU 10x10 COLUMN, THUS 3/16 FOR POST CONNECTION INFO SEE "POST BELOW"DETAIL ABOVE POST SEE PLAN, ADD (1)2x6 KING STUD(4) 6" TIMBERLOK (TLOK06) @ EACH KING STUD 6 3" 4 3 / 4 " 1/ 4 " P L A T E C O L U M N C A P W / (4 ) 3 / 4 " Ø B O L T S T H R U L V L B M , AN D ( 2 ) 3 / 4 " Ø B O L T S T H R U 10 x 1 0 C O L U M N , T H U S 3/ 1 6 3 " 1 1 / 2 " 1 1 / 2 " 10 " 1 1 / 2 " 3 " 4 " 1 1 / 2 " T/ P L Y T/ D E C K HA N G E R P E R TR U S S B R I D G I N G @4 8 " O C 2x B L O C K I N G @ 4 8 " O C 5/ S - 6 0 2 TO P O F W A L L CO N N E C T I O N P E R ST R U C T W A L L S C E H D U L E PL Y W O O D S H E A T H I N G @ F I R S T F L O O R W A L L SI L L A N D R I M CO N N E C T I O N P E R ST R U C T W A L L SC H E D GY P S H E A T H I N G C O N N PE R S T R U C T W A L L SC H E D 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:39  PM S ‐612FLOOR DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1 1/2" = 1'-0"3 BEAM POST CONNECTIONS AT DECK 1 1 / 2 " = 1 ' - 0 " 5 DE C K S T A I R L A N D I N G S U P P O R T PO S T A B O V E A N D B E L O W STUD WALL ABOVE AND BELOW STUD WALL ABOVE AND POST BELOW POST ABOVE AND STUD WALL BELOW01.20.15 BULLETIN  #5 03.27.15 BULLETIN  #63/27/2015 1'-0" MAX (3) 10d NAILS TOP & BOTT OF EACH RAFTER2x10 @ 24" OC BRIDGING AND CONNECTIONS DESIGNED FOR 120 PLF10d @ 6" OC 2x BLOCKING @ 24" OC BTWN TRUSSES W/ 8d @ 6" OC AT ROOF SHEATHING2x BLOCKING @ 24" OC BTWN TRUSSES W/ 8d @ 6" OC AT ROOF SHEATHINGMSTA18 W/ (5) 10d MIN EACH END @ EA CH RAFTER 6 SIMPSON CC5 1/4-86S-620 6 S-620 2x POST W/ ADDITIONAL 2x6 KING STUD EA SIDE W/(4)12d NAILS EA SIDE 2x P O S T W / ( 1 ) 2 x 6 K I N G ST U D E A S I D E , S E E P L A N (4 ) 1 2 d N A I L S E A S I D E 2x S T U D W / ( 4 ) 1 6 d NA I L S T O B E A M 5 S- 6 2 0 6 S- 6 2 0 SI M P S O N H 2 . 5 A AT E A R A F T E R IN V E R T E D SI M P S O N L U S 2 1 0 DI A P H R A G M E D G E NA I L I N G FU L L D E P T H BL O C K I N G 2x S U B - F A S C I A W / (3 ) 1 0 d N A I L S ED G E N A I L I N G P E R ST R U C T U R A L W A L L SC H E D U L E IN V E R T E D SI M P S O N L U S 2 1 0 EA C H S I D E HU S 4 1 0 @ S I M FO R A D D I T I O N A L I N F O R M A T I O N SE E 7/ S - 6 2 1 (2 ) 2 x A T C O R N E R (2 ) 2 x 1 0 A T C O R N E R SI M P S O N H U C 2 1 0 - 2 EA C H S I D E HU C 4 1 0 @ S I M D O U B L E T R U S S O R D O U B L E R A F T E R T Y P T R U S S O R R A F T E R 2x 1 0 , U N O 2x 1 0 , U N O (2 ) 2 x 1 0 , U N O 2 x 1 0 , U N O 8 S- 6 2 1 7 S- 6 2 1 9 S- 6 2 1 (2 ) 2 x 1 0 , U N O NO T E : LA D D E R F R A M I N G I S 9 1 / 4 " L V L @ " S I M " PR O V I D E ( 2 ) 9 1 / 4 " L V L I N L I E U O F ( 2 ) 2 x 1 0 FU L L D E P T H B L O C K I N G DI A P H R A G M E D G E N A I L I N G SI M P S O N H 2 . 5 A A T E A C H RA F T E R ( H I G H A N D L O W ) IN V E R T E D SI M P S O N L U S 2 8 DO U B L E T R U S S AT B A C K S P A N HI G H 2 x L A D D E R F R A M I N G ED G E N A I L I N G P E R ST R U C T U R A L W A L L SC H E D U L E 2x 6 @ 1 6 " O C S T U D WA L L LO W 2 x L A D D E R R A F T E R GA B L E E N D T R U S S ED G E N A I L I N G P E R ST R U C T U R A L W A L L SC H E D U L E BR I D G I N G A T EA C H R O O F TO P O F W A L L CO N N P E R ST R U C T U R A L WA L L S C H E D U L E SI M P S O N H 1 0 A AT T R U S S OV E R P O S T SI M P S O N HG A 1 0 K T E A C H SI D E O F P O S T SI M P S O N H U C 2 6 - 3 SI M P S O N C C Q 5 - 6 S D S 2 . 5 W/ N O T C H @ P O S T 6 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 03.14.14 BID  AND  BUILDING  PERMIT 08.01.14 CONSTRUCTION  SETDATE ISSUE  AND  DESCRIPTION3/27/2015  4:32:42  PM S ‐621ROOF DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 AuthorNO SCALE 1 RAKE OVERHANG FRAMING AT FIRE WALL 1 1/2" = 1'-0"2 DECK BEAM AT 8x POST NO SCALE 3 DECK BEAM AT STUD WALL 1 1 / 2 " = 1 ' - 0 " 5 DE C K B E A M A T C L O S E T W A L L 1 1 / 2 " = 1 ' - 0 " 7 TY P L A D D E R F R A M I N G 1 1 / 2 " = 1 ' - 0 " 8 LA D D E R F R A M I N G A T C O R N E R 1 1 / 2 " = 1 ' - 0 " 9 LA D D E R F R A M I N G A T O V E R H A N G NO S C A L E 4 TY P I C A L C O R N E R F R A M I N G NO S C A L E 6 LA D D E R F R A M I N G A T L O W R O O F 1 " = 1 ' - 0 " 10 EN T R Y W I N D O W P O S T A T R O O F 12.15.14 BULLETIN  #4 03.27.15 BULLETIN  #63/27/2015 4 A114 W5 W5 9'-1 1/8" 1'-8" 3/4" 9'-1 1/8" 1'-8" 3/4" F2 F2 F2 F2 F1 F1 TRUSS BRNG ROUGH FLOOR 3rd ROUGH FLOOR 2nd T.O. SLAB 1st A501 20 WINDOW BEYOND 2x4 TREX TRANSEND TREEHOUSE SQUARE EDGE POST OVER 4x4 POST - TYP. A1 1 A5 0 1 2 A5 0 1 1 A5 0 1 3 FIRE RETARDANT ROOF SHEATHING TO 4'-0" ON EITHER SIDE OF FIRE WALL PER EXCEPTION 4 SECTON 706.6 2012 IBC CLASS A ROOFING NO PENETRATIONS THROUGH ROOF FOR 4'-0" ON EITHER SIDE OF FIRE WALL. WOOD ROOF TRUSS - SEE STRUCTURAL 9 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 9 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 9 ' - 1 1 / 8 " 9 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 9 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 9 ' - 1 1 / 8 " W2 F2 F2 F2 F2 F1 F1 4' - 0 " 4' - 0 " ROUGH FLOOR 2nd UPPER T.O. SLAB 1st UPPER ROUGH FLOOR 3rd UPPER RO U G H F L O O R 3r d L O W E R RO U G H F L O O R 2n d L O W E R T. O . S L A B 1s t L O W E R TR U S S B R N G TRUSS BRNG R-50 BLOWN-IN INSUL - TYP. CONTINUE FIRE WALL WITH H-STUDS AND BREAK AWAY CLIPS THROUGH ATTIC TO ROOF SHEATHING. FIRE CAULK CONNECTION TO SHEATHING. IN ATTIC - SEE CHOICE OF GA #ASW 1000 THRU #ASW 1005 2 HR FIRE RATED LISTINGS. 2' - 0 " 9 ' - 1 1 / 8 " 3 / 4 " 1 ' - 8 " 9 ' - 1 1 / 8 " 3 / 4 " 1 ' - 8 " 9 ' - 1 1 / 8 " F2 F2 R1 F1 WO O D R O O F T R U S S - S E E S T R U C T U R A L A5 0 1 11 A5 0 1 10 A5 0 1 9 A5 0 1 10 4" 12 " TR U S S B R N G RO U G H F L O O R 3r d RO U G H F L O O R 2n d T. O . S L A B 1s t A2 0 1 5 A5 0 1 11 A5 0 2 8 R1 F1 1 ' - 0 1 / 2 " 1 6 ' - 4 1 / 2 " 1 3 ' - 3 7 / 8 " 4" 12 " 10 TR U S S B R N G RO U G H F L O O R 3r d RO U G H F L O O R 2n d RO U G H F L O O R 1s t CO N C W A L K S L A B B E Y O N D SL O P E G R A D E A W A Y - S E E C I V I L 1x H A R D I E T R I M RU S T E D G R A I N TI M B E R B A R K - T Y P . 1 0 ' - 9 7 / 8 " 1 0 ' - 9 7 / 8 " 9 ' - 1 1 / 8 " TR U S S B R N G RO U G H F L O O R 3r d RO U G H F L O O R 2n d T. O . S L A B 1s t 5 ' - 7 1 / 8 " 4 ' - 2 1 / 2 " 6 ' - 7 3 / 8 " 3 ' - 6 " 8 1 / 2 " 6 ' - 7 3 / 8 " 3 ' - 6 " CO N N E C T D O W N SP O U T T O S T O R M PI P E - R U N T O OP E N A I R 12 " 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 - K H A K I B R O W N 1x 1 0 T R E X F A S C I A DO W N S P O U T B E Y O N D -- - - -- - - A5 0 1 16 9 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 9 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 9 ' - 1 1 / 8 " F2 F2 F1 R1 A5 0 1 8 A5 0 1 9 TR U S S B R N G RO U G H F L O O R 3r d RO U G H F L O O R 2n d T. O . S L A B 1s t A5 0 2 8 T. O . S L A B ? A2 0 1 2 8" F5 2 ' - 6 " A5 0 1 16 RO U G H F L O O R F2 A2 0 1 2 1 ' - 1 1 / 8 " 1 ' - 8 " 3 / 4 " 2 ' - 6 " A5 0 1 17 F3 E A5 0 4 5 SI M . BU I L D I N G S E C T I O N N O T E S 1. AL L W I N D O W O P E N I N G D I M E N S I O N S A R E R O U G H O P E N I N G F R O M FI N I S H E D F L O O R T O T O P O F W I N D O W S I L L P L A T E T O B O T T O M O F WI N D O W H E A D E R 2. CO N F I R M A L L F L O O R J O I S T , R O O F J O I S T A N D R I M B O A R D S WI T H ST R U C T U R A L 3. EX T E R I O R W A L L S N O T T A G G E D I N S E C T I O N , S E E E X T E R I O R EL E V A T I O N S F O R W A L L T Y P E S A N D F I N I S H E S Sheet No. Sheet Title D C B A1 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: Consultant Seal Issue Date: 3/30/2015 10:31:52 AM A301WALL SECTIONS LION'S RIDGE APARTMENT HOMES 1265 N. Frontage Road West Town of Vail, CO 81657 14LION-00-01 dmk 2014.03.14 SCALE: 3/8" = 1'-0" 1 CORRIDOR WALL SC A L E : 3 / 8 " = 1 ' - 0 " 2 2- H R F I R E W A L L SC A L E : 3 / 8 " = 1 ' - 0 " 3 EX T E R I O R W A L L SC A L E : 3 / 8 " = 1 ' - 0 " 4 SE C T I O N @ S T A I R S E N T R Y SC A L E : 3 / 8 " = 1 ' - 0 " 5 BA L C O N Y S E C T I O N SC A L E : 3 / 8 " = 1 ' - 0 " 6 EX T E R I O R W A L L SC A L E : 1 / 2 " = 1 ' - 0 " 7 PA T I O S E C T I O N SC A L E : 1 / 2 " = 1 ' - 0 " 8 BA L C O N Y S E C T I O N Date Issue Description 2014.04.10 2014.04.10 2014.04.10 2014.04.10 REVISION 1 REVISION 1 REVISION 1 REVISION 1 2014.04.29 2014.04.29 2014.04.29 2014.04.29 REVISION 2 REVISION 2 REVISION 2 REVISION 2 2015.03.27 2015.03.27 2015.03.27 2015.03.27 BULLETIN 6 BULLETIN 6 BULLETIN 6 BULLETIN 6 6 SC A L E : 1 MO D E L A M E C H A N I C A L P L A N 1/ 4 " = 1 ' - 0 " SC A L E : 2 MO D E L C M E C H A N I C A L P L A N 1/ 4 " = 1 ' - 0 " SC A L E : 3 MO D E L A P L U M B I N G P L A N 1/ 4 " = 1 ' - 0 " SC A L E : 4 MO D E L C P L U M B I N G P L A N 1/ 4 " = 1 ' - 0 " A 3 5 0 9 x 9 10" øA300 9x9 80 6" ø RE : C O R R E S P O N D I N G B U I L D I N G PL A N S A N D P L U M B I N G R I S E R DI A G R A M S F C T . 3/ 4 " 1/ 2 " 1" 1" 1" 3 / 4 " 3/ 4 " 1/ 2 " 1" 1" 3/4" 3/4" 1/2" C OS A 12 x 1 2 V 1- 1 / 4 " 10 " ø A 3 0 0 9 x 9 1 0 " ø B 65 0 24 x 1 2 1 0 " ø A 22 5 9x 9 8 0 8 0 8 " ø A 17 5 9x 9 6" ø 8 " ø 8 " ø 6" ø 6" ø P5 P2 P4 P4 P5 P1 P4 P3 P2 T P3 P3 P2 P1 W W W C OSA 12x12 MO D E L A U N I T P L A N I S A M I R R O R O F UN I T B . R E F E R T O M O D E L A F O R ME C H A N I C A L A N D P L U M B I N G L A Y O U T O F AL L S I N G L E - B E D R O O M U N I T S . MO D E L C U N I T P L A N I S A M I R R O R O F U N I T D AN D S I M I L A R T O U N I T E . R E F E R T O M O D E L C FO R M E C H A N I C A L A N D P L U M B I N G L A Y O U T O F AL L T W O - B E D R O O M U N I T S . 2 D U C T S F R O M U N I T S B E L O W R E : N / M 5 0 1 . 3" ø C O M B U S T I O N A I R A N D 3 " ø V E N T U P F R O M WH - 1 A N D U N I T S B E L O W . P R O V I D E C O N C E N T R I C VE N T T E R M I N A T I O N T H R O U G H R O O F R E : M / M 5 0 1 . 3" ø C O M B U S T I O N A I R A N D 3 " ø V E N T U P F R O M F - 1 AN D U N I T S B E L O W . P R O V I D E C O N C E N T R I C V E N T TE R M I N A T I O N T H R O U G H R O O F R E : M / M 5 0 1 . 18 x 8 R O U T E D TI G H T T O C E I L I N G 1 FLAG NOTES: PROVIDE FIRE DAMPER IN VERTICAL SUPPLY DUCT INTO HARD LID CEILING. OSA DUCT ROUTED IN CEILING DOWN TO RETURN AIR DUCT ROUTED BELOW CEILING. PROVIDE FIRE DAMPER AT PENETRATION THROUGH CEILING. FIRE CAULK PIPING PENETRATIONS THROUGH FIRE RATED LID. COMBUSTION AIR AND EXHAUST FLUES ROUTED BELOW FIRE RATED LID. TRANSFER AND RETURN AIR DUCTS ROUTED BELOW FIRE RATED LID. VENT DRYER EXHAUST OUT SIDEWALL OF UNIT. PROVIDE FACTORY LOUVER TERMINATION AND PAINT TO MATCH EXTERIOR. PROVIDE TOTAL VENT LENGTH IDENTIFICATION TAG AT DUCT CONNECTION. COMBUSTION AIR AND FLUE GAS VENTS PENETRATING THE FIRE PARTITION SHALL BE INSTALLED WITH A FIRESTOP SYSTEM IN ACCORDANCE WITH UL 1479. PROVIDE 10"x10" GREENHECK MODEL CRD-1WT RADIATION DAMPER AND TITUS MODEL TDC DIFFUSER WITH NECK SIZE MATCHING DIMENSIONS ON PLAN WITH OPTIONAL STEEL FACTORY SUPPLIED PLENUM BOX TO MAINTAIN FIRE RATING THROUGH HARD LID CEILING. ORIENT THROW PATTERN IN DIRECTION OF ARROWS SHOWN ON PLAN AND ADJUST BLADES FOR HORIZONTAL THROW ACROSS CEILING PLANE. EXHAUST FANS SHALL BE PROVIDED WITH FIRE DAMPERS PER THE EXHAUST FAN SCHEDULE ON M001. 11. RE: Q/M501 FOR TYPICAL DIFFUSER CONNECTION. 2. RE: G/M501 FOR VERTICAL FAN COIL UNIT INSTALLATION AND FIRE SMOKE DAMPER LOCATION. 3. RE: K/M501 FOR ROUND DUCT TAKE-OFF DIAGRAM. 4. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. 5. AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. 6. ALL SOURCES OF IGNITION ON MECHANICAL EQUIPMENT SHALL BE MOUNTED 18" AFF. 7. T-STATS AND CO2 SENSORS SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. 8. ALL DUCTWORK SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. 9. COMBUSTION AIR, FLUE GAS, AND DRYER VENTS SHALL BE FIRE CAULKED AT ALL PENETRATIONS OF FLOOR SHEATHING WITHIN THE DEMISING WALL. RE: A501 FFI. HVAC NOTES: 1. RE: i/M501 FOR CLEANOUT DIAGRAMS. 2. REFER TO THE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 3. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER. 4. PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION. 5. TERMINATE PLUMBING VENTS NOT LESS THAN 12" ABOVE ROOF. 6. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 7. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS. COORDINATE FIRE RATE ACCESS PANEL LOCATIONS WITH ARCH. 8. ISOLATION VALVES MAY BE SHOWN. RE: CORRESPONDING BUILDING FLOOR PLAN FOR LOCATIONS 9. RE: PLUMBING FIXTURE SCHEDULE FOR TRAP GUARD. PLUMBING NOTES: BD D BD D 20 x 6 D 12 " ø 2 2 10 " ø 10" ø B 65 0 24 x 1 2 T 2 D U C T S F R O M U N I T S B E L O W R E : N / M 5 0 1 . 3" ø COMBUSTION AIR AND 3"ø VENT UP FROM WH-1 AND UNITS BELOW. PROVIDE CONCENTRIC VENT TERMINATION THROUGH ROOF RE:M/M501. 3" ø COMBUSTION AIR AND 3"ø VENT UP FROM F-1 AND UNITS BELOW. PROVIDE CONCENTRIC VENT TERMINATION THROUGH ROOF RE:M/M501. 18 x 8 R O U T E D TI G H T T O C E I L I N G 1 20 x 6 D 2 P6 W P6 V MO D E L A U N I T P L A N I S A M I R R O R O F UN I T B . R E F E R T O M O D E L A F O R ME C H A N I C A L A N D P L U M B I N G L A Y O U T O F AL L S I N G L E - B E D R O O M U N I T S . MO D E L C U N I T P L A N I S A M I R R O R O F U N I T D AN D S I M I L A R T O U N I T E . R E F E R T O M O D E L C FO R M E C H A N I C A L A N D P L U M B I N G L A Y O U T O F AL L T W O - B E D R O O M U N I T S . 3/ 4 " 1/ 2 " 3/ 4 " 1 " 1 " 3 4 5 6 6 5 5 6 4 4 3 3 RE : C O R R E S P O N D I N G B U I L D I N G PL A N S A N D P L U M B I N G R I S E R DI A G R A M S F C T . G G 117 7 7 1 8 9 8 8 8 8 8 9 9 9 2 2 2 2 2 2 4 4 4 4 4 4 6 6 6 6 4 " ø 6 6 6 6 6 Sheet No. Sheet Title D C B A1 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: Consultant Seal 3/14/2014 4:00:00 PM LION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 Date Issue Description COPYRIGHT 2014 B ANZE GEAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com 01/29/14 Design Development 03/14/14 Bid and Building Permit 04/10/14 Revision 1 09/26/14 Bulletin 2 12/15/14 Bulletin 4 01/20/15 Bulletin 5 03/27/15 Bulletin 6 UNIT MECHANICAL AND PLUMBING PLAN SMW/ZRW M401 SC A L E : 2 1- B E D R O O M A C C E S S I B L E U N I T P L U M B I N G P L A N 1/ 4 " = 1 ' - 0 " SC A L E : 1 2- B E D R O O M A C C E S S I B L E U N I T P L U M B I N G P L A N 1/ 4 " = 1 ' - 0 " SC A L E : 4 1- B E D R O O M A C C E S S I B L E U N I T H V A C P L A N 1/ 4 " = 1 ' - 0 " SC A L E : 3 2- B E D R O O M A C C E S S I B L E U N I T H V A C P L A N 1/ 4 " = 1 ' - 0 " FLAG NOTES: PROVIDE FIRE DAMPER IN VERTICAL SUPPLY DUCT INTO HARD LID CEILING. OSA DUCT ROUTED IN CEILING DOWN TO RETURN AIR DUCT ROUTED BELOW CEILING. PROVIDE FIRE DAMPER AT PENETRATION THROUGH CEILING. FIRE CAULK PIPING PENETRATIONS THROUGH FIRE RATED LID. COMBUSTION AIR AND EXHAUST FLUES ROUTED BELOW FIRE RATED LID. TRANSFER AND RETURN AIR DUCTS ROUTED BELOW FIRE RATED LID. VENT DRYER EXHAUST OUT SIDEWALL OF UNIT. PROVIDE FACTORY LOUVER TERMINATION AND PAINT TO MATCH EXTERIOR. PROVIDE TOTAL VENT LENGTH IDENTIFICATION TAG AT DUCT CONNECTION. COMBUSTION AIR AND FLUE GAS VENTS PENETRATING THE FIRE PARTITION SHALL BE INSTALLED WITH A FIRESTOP SYSTEM IN ACCORDANCE WITH UL 1479. PROVIDE 10"x10" GREENHECK MODEL CRD-1WT RADIATION DAMPER AND TITUS MODEL TDC DIFFUSER WITH NECK SIZE MATCHING DIMENSIONS ON PLAN WITH OPTIONAL STEEL FACTORY SUPPLIED PLENUM BOX TO MAINTAIN FIRE RATING THROUGH HARD LID CEILING. ORIENT THROW PATTERN IN DIRECTION OF ARROWS SHOWN ON PLAN AND ADJUST BLADES FOR HORIZONTAL THROW ACROSS CEILING PLANE. EXHAUST FANS SHALL BE PROVIDED WITH FIRE DAMPERS PER THE EXHAUST FAN SCHEDULE ON M001. 11. RE: L/M501 FOR TYPICAL DIFFUSER CONNECTION. 2. RE: G/M501 FOR VERTICAL FAN COIL UNIT INSTALLATION AND FIRE SMOKE DAMPER LOCATION. 3. RE: K/M501 FOR ROUND DUCT TAKE-OFF DIAGRAM. 4. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. 5. AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. 6. ALL SOURCES OF IGNITION ON MECHANICAL EQUIPMENT SHALL BE MOUNTED 18" AFF. 7. T-STATS AND CO2 SENSORS SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. 8. ALL DUCTWORK SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. 9. COMBUSTION AIR, FLUE GAS, AND DRYER VENTS SHALL BE FIRE CAULKED AT ALL PENETRATIONS OF FLOOR SHEATHING WITHIN THE DEMISING WALL. RE: A501 FFI. HVAC NOTES: 1. RE: i/M501 FOR CLEANOUT DIAGRAMS. 2. REFER TO THE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 3. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER. 4. PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION. 5. TERMINATE PLUMBING VENTS NOT LESS THAN 12" ABOVE ROOF. 6. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 7. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS. COORDINATE FIRE RATE ACCESS PANEL LOCATIONS WITH ARCH. 8. ISOLATION VALVES MAY NOT BE SHOWN. RE: CORRESPONDING BUILDING FLOOR PLAN FOR LOCATIONS. 9. RE: PLUMBING FIXTURE SCHEDULE FOR TRAP GUARD. PLUMBING NOTES: 2 80 6 " ø A 35 0 9x 9 1 0 " ø A 30 0 9x 9 10 " ø 10 " ø A300 9x9 1 0 " ø A 22 5 9x 9 8 " ø C OS A 12 x 1 2 8 0 8 0 6" ø 6" ø BD D BD D 8 " ø 12 " ø 10" ø A 17 5 9x 9 20x6 D BD D 1 1 P8 P1 3 P4 P1 2 P7 P1 3 P4 G W W V V V W V P8 W P3 P4 W V B 6 5 0 24x12 TRANSITION IN VERTICAL TO RETURN INLET DIMENSION. 2 3" ø C O M B U S T I O N A I R A N D 3 " ø V E N T UP F R O M W H - 1 A N D U N I T S B E L O W . PR O V I D E C O N C E N T R I C V E N T TE R M I N A T I O N T H R O U G H R O O F RE : M / M 5 0 1 . 3" ø COMBUSTION AIR AND 3"ø VENT UP FROM F-1 AND UNITS BELOW. PROVIDE CONCENTRIC VENT TERMINATION THROUGH ROOF RE:M/M501. 8 " ø 3" ø C O M B U S T I O N A I R A N D 3 " ø V E N T U P F R O M F - 1 AN D U N I T S B E L O W . P R O V I D E C O N C E N T R I C V E N T TE R M I N A T I O N T H R O U G H R O O F R E : M / M 5 0 1 . 3/ 4 " 1/ 2 " 1" 3/ 4 " 1" 3/ 4 " 3 / 4 " 3 / 4 " 3/ 4 " 1/ 2 " 3/ 4 " 3/ 4 " 3 / 4 " 3 / 4 " 3/ 4 " 1/ 2 " 3/4" 1/2" C OS A 12 x 1 2 B 65 0 24 x 1 2 6 " ø 3" ø C O M B U S T I O N A I R A N D 3 " ø V E N T UP F R O M W H - 1 A N D U N I T S B E L O W . PR O V I D E C O N C E N T R I C V E N T TE R M I N A T I O N T H R O U G H R O O F RE : M / M 5 0 1 . 2 TR A N S I T I O N I N V E R T I C A L T O RE T U R N I N L E T D I M E N S I O N . 14x10 ROUTED TIGHT TO CEILING P6 P6 P1 P1 P7 3 4 5 63 3 4 4 5 5 6 6 RE : C O R R E S P O N D I N G B U I L D I N G PL A N S A N D P L U M B I N G R I S E R DI A G R A M S F C T . RE: CORRESPONDING BUILDING PLANS AND PLUMBING RISER DIAGRAMS FCT. G T T 117 7 7 1 8 98 8 8 8 8 9 9 9 2 2 2 2 2 2 4 4 4 4 4 4 1 4 x 1 0 6 6 6 6 6 4 " ø 4 " ø 6 6 6 Sheet No. Sheet Title D C B A1 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: Consultant Seal 3/14/2014 4:00:00 PM LION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 Date Issue Description COPYRIGHT 2014 B ANZE GEAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com 01/29/14 Design Development 03/14/14 Bid and Building Permit 04/10/14 Revision 1 09/26/14 Bulletin 2 12/15/14 Bulletin 4 01/20/15 Bulletin 5 03/27/15 Bulletin 6 UNIT MECHANICAL AND PLUMBING PLAN SMW/ZRW M402