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HomeMy WebLinkAboutPlansTHIS PERSPECTIVE IS PROVIDED FOR SPACIAL CLARIFICATION. DO NOT USE IT TO SCALE MATERIALS, VERIFY FIXTURE TYPES, OR CREATE DETAILS. CONDITIONS OF PERMIT BLCO-12-12-2719 Grand River Hospital District Healthcare Facility TBD Sipprelle Dr. Parachute, Colorado 1) PRIOR TO CONSTRUCTION, PROVIDE A COPY OF THE STORMWATER DISCHARGE PERMIT. 2) PRIOR TO CONSTRUCTION, PROVIDE A COPY OF THE ROAD CUT PERMIT FROM THE GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT. 3) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IFC, IECC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. 4) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE BATTLEMENT MESA PUD. 5) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS. 6) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION, 4000 PSF. 7) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. APPROVAL REPORT IS REQUIRED AT FRAMING INSPECTION. 8) LOCAL FIRE DISTRICT SHALL INSPECT FIRE SUPRESSION SYSTEM, EXTINQUISHERS, ALARMS, AND OTHER PERTINENT IFC REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL LETTER REQUIRED FOR CERTIFICATE OF OCCUPANCY. 9) STORAGE OF HAZARDOUS MATERIALS PER 2009 IBC AND IFC REQUIREMENTS. 10) PENETRATIONS OF FIRE RATED ASSEMBLIES PER IBC SECTION 713. 11) ACCESSIBILTY REQUIREMENTS PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117.1-2003. 12) ELEVATOR PERMITTING AND INSPECTIONS THROUGH THE NORTHWEST COLORADO COUNCIL OF GOVERNMENTS. (NWCOG 970-468-0295 EXT 108) 13) ELECTRICAL PERMITTING AND INSPECTIONS THROUGH THE COLORADO STATE ELECTRICAL BOARD. (303-869-3458) 14) VERIFY EXIT DIRECTIONAL SIGNAGE PRIOR TO ELECTRICAL ROUGH -IN INSPECTIN. 15) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 16) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 17) IECC, CH. 5 COMPLIANCE REPORT REQUIRED PRIOR TO FINAL MECHANICAL INSPECTION. 18) A REVEGITATION PLAN IS REQUIRED PRIOR TO CO/FINAL INSPECTION. 19) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 20) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100, Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 �' D MlcHAEL RHYt6E 8-1720 V ,'D ARG�� v 0 Issue Date: 12/17/2012 Project Name: Issue Name: GRHD Battlement Mesa MOB PERMIT SET N N APPROVED o SUBJECT TO NOTED J Q EXCEPTIONS & INSPECTIONS m a GARFIELD COUNTY 1:2 BUILDIINIG,D P ii n c�% Hy oLD COPY d NO INSPECTION WMOUT �rnTHESE n ANS ON SITEpage d � c m C-3 c � m C_ d o c� z F- y �iI-✓ ed �,� ✓ f GGc'e CLL GCI ICI OI SHEETINDEX G-100 COVER G-101 INDEX • • G-102 GENERAL INFO • • N LIFE SAFTY PLAN • • G-202 PERSPECTIVES • • r ACCESS ROAD PROFILE • • C-104 O N ' • C-105 WATER AND SEWER UTILITY PLAN CV � 6 O 6-106 WATER SERVICE PROFILES • r — SEWER SERVICE PROFILE • • C-108 STORM SEWER PROFILES • • C-109 PAVING PLAN • • -6-11 _0 CIVIL DETAILS • • C-111 INITIAL EROSION CONTROL PLAN • • C-112 STANDARD WATERLINE DETAILS • • C-113 SANITARY SEWER DETAILS • • MEP -001 MECHANICAL, ELECTRICAL & PLUMBING SCHEDULES • • MEP -002 I MECHANICAL, ELECTRICAL & PLUMBING SCHEDULES • • 0U) A-239 ENLARGED PANS AND INTERIOR ELEVATIONS - CLINICA-240 Z 1— ENLARGED PLANS AND INTERIOR ELEVATIONS - L0138YA-242ENLARGED c� PLANS AND INTERIOR ELEVATIONS - CLINICA-243 ENLARGED PLANS AND INTERIOR ELEVATIONS - LAB A-244 ENLARGED PLANS AND INTERIOR ELEVATIONS - RADIOLOGY • • A-245 ENLARGED PLANS AND INTERIOR ELEVATIONS - RADIOLOGY • • Number Sheet vii o Number Sheet A-301 ON • • �iI-✓ ed �,� ✓ f GGc'e CLL GCI ICI OI • G-100 COVER G-101 INDEX • • G-102 GENERAL INFO • • G-201 LIFE SAFTY PLAN • • G-202 PERSPECTIVES • • C-100 CIVIL CONSTRUCTION NOTES • • C-101 GRADING & DRAINAGE PLAN • • C-102 DETAILED GRADING PLAN • • C-103 ACCESS ROAD PROFILE • • C-104 DRIVE ISLES PROFILES • • C-105 WATER AND SEWER UTILITY PLAN • • 6-106 WATER SERVICE PROFILES • • C-107 SEWER SERVICE PROFILE • • C-108 STORM SEWER PROFILES • • C-109 PAVING PLAN • • -6-11 _0 CIVIL DETAILS • • C-111 INITIAL EROSION CONTROL PLAN • • C-112 STANDARD WATERLINE DETAILS • • C-113 SANITARY SEWER DETAILS • • ✓ v L-100 OVERALL SITE LAYOUT AND MATERIALS PLAN A-814 L-101 SITE LAYOUT AND MATERIALS PLAN • L-110 SITE DETAILS C14 L-111 SITE DETAILS PLAN DETAILS • L-200 OVERALL LANDSCAPE PLAN • • L-201 LANDSCAPE PLAN ENLARGEMENT • L-202 LANDSCAPE PLAN ENLARGEMENT • L-203 LANDSCAPE PLAN ENLARGEMENT • L-210 LANDSCAPE DETAILS • SHEETINDEX EXTERIOR DETAILS • • A-814 INTERIOR SECTION DETAILS • N INTERIOR SECTION DETAILS • • A - 820 PLAN DETAILS • • C14 r A-822 PLAN DETAILS • 1-204 O N 1-205 LEVEL 1 WALL PROTECTION • N � O • LEVEL 1 MECHANICAL PIPING PLAN • r � LEVEL 2 MECHANICAL PIPING PLAN • • 00 I.I N • M-601 O W N M-602 MECHANICAL DETAILS far • M-603 MECHANICAL DETAILS • W_J M-701 - • • M-702 MECHANICAL CONTROL DIAGRAMS • • M-703 a W 1 MEP -001 MECHANICAL, ELECTRICAL & PLUMBING SCHEDULES • • MEP -002 I MECHANICAL, ELECTRICAL & PLUMBING SCHEDULES • • 0U) A-239 ENLARGED PANS AND INTERIOR ELEVATIONS - CLINICA-240 Z 1— ENLARGED PLANS AND INTERIOR ELEVATIONS - L0138YA-242ENLARGED c� PLANS AND INTERIOR ELEVATIONS - CLINICA-243 ENLARGED PLANS AND INTERIOR ELEVATIONS - LAB A-244 ENLARGED PLANS AND INTERIOR ELEVATIONS - RADIOLOGY • • A-245 ENLARGED PLANS AND INTERIOR ELEVATIONS - RADIOLOGY • • Number Sheet vii o a- A-813 EXTERIOR DETAILS • • A-814 INTERIOR SECTION DETAILS • A-815 INTERIOR SECTION DETAILS • • A - 820 PLAN DETAILS • • A-821 PLAN DETAILS • • A-822 PLAN DETAILS • 1-100 FINISH LEGEND • • I-201 LEVEL 1 FINISH PLAN • • 1.202 LEVEL 2 FINISH PLAN • • 1-203 LEVEL 1 FURNITURE PLAN • 1-204 LEVEL 2 FURNITURE PLAN • 1-205 LEVEL 1 WALL PROTECTION • I-206 LEVEL 2 WALL PROTECTION • Mechanical M-001 ✓ MECHANICAL LEGEND • • M-002 MECHANICAL NOTES • • M-201 LEVEL 1 MECHANICAL PLAN • • M-202 LEVEL 2 MECHANICAL PLAN • • M-203 ROOF MECHANICAL PLAN • • M-301 LEVEL 1 MECHANICAL PIPING PLAN • • M-302 LEVEL 2 MECHANICAL PIPING PLAN • • M-401 ENLARGED MECHANICAL PLAN & SCHEMATIC DIAGRAMS • • M-601 MECHANICAL DETAILS • • M-602 MECHANICAL DETAILS • • M-603 MECHANICAL DETAILS • • M-701 MECHANICAL CONTROL DIAGRAMS • • M-702 MECHANICAL CONTROL DIAGRAMS • • M-703 MECHANICAL CONTROL DIAGRAMS • • MEP -001 MECHANICAL, ELECTRICAL & PLUMBING SCHEDULES • • MEP -002 I MECHANICAL, ELECTRICAL & PLUMBING SCHEDULES • • Plumbi • ,/ • �/ S-100 GENERAL NOTES AND SCHEDULES • INTERIOR PARTITON TYPES S-101 SCHEDULES AND DETAILS • • S-201 LEVEL 1 - FOUNDATION PLAN • • S-202 LEVEL 1 - FOUNDATION / FLOOR / LOW • • S-203 LEVEL 3 - ROOF FRAMING PLAN • • S-204 LEVEL 4 -UPPER ROOF FRAMING • • S-300 BRACED FRAME ELEVATIONS AND DETAILS • • S-400 FOUNDATION DETAILS • • S-500 FRAMING DETAILS • • S-501 FRAMING DETAILS • • S-502 FRAMING DETAILS DEPARTMENTAL PLANS • S-600 COLD -FORMED FRAMING DETAILS • • S-601 COLD -FORMED ELEVATIONS A-234 • S-602 COLD -FORMED ELEVATIONS ENLARGED PLANS AND INTERIOR ELEVATIONS -OCCUPATIONAL HEALTH • t V V v v Fl o op- F -I a (L- �C �t ✓ /,s fecAc a5 12t1.py�wtek+ Archltec ulal A-100 BUILDING ASSEMBLIES —� • • A-101 INTERIOR PARTITON TYPES • • A-102 FRAMING DETAILS • A-103 GENERAL INTERIOR LAYOUT INFORMATION • • A-104 DOOR SCHEDULE • • A-105 OPENING DETAILS • LEVEL 2 PLUMBING PLAN TYPES • P-203 WINDOW TYPESSLAB • VA-1006WINDOW DIMENSION PLANSLEVEL ENLARGED PLUMBING PLANS • 1 ANNOTATION PLAN P-501 PLUMBING ISOMETRICS LEVEL 2 ANNOTATION PLANA • - LEVEL 1 DIMENSION PLAN • A-214 LEVEL 2 DIMENSION PLAN • A-215 ROOF PLAN • • A-221 DEPARTMENTAL PLANS • • A-231 ENLARGED PLANS AND INTERIOR ELEVATIONS - REHAB • • A-232 A-233 ENLARGED PLANS AND INTERIOR ELEVATIONS - REHAB ENLARGED PLANS AND INTERIOR ELEVATIONS - ADMIN / SHARED SPACES • • • 4 A-234 ENLARGED PLANS AND INTERIOR ELEVATIONS - ADMIN / SHARED SPACES • • A-235 ENLARGED PLANS AND INTERIOR ELEVATIONS -OCCUPATIONAL HEALTH • • A-236 ENLARGED PLANS AND INTERIOR ELEVATIONS - OCCUPATIONAL HEALTH • • A-237 ENLARGED PLANS AND INTERIOR ELEVATIONS - BUILDING SUPPORT • • A-238 ENLARGED PLANS AND INTERIOR ELEVATIONS - CLINIC=SHAREDJ A-239 ENLARGED PANS AND INTERIOR ELEVATIONS - CLINICA-240 ENLARGED PLANS AND INTERIOR ELEVATIONS - RECEPA-241 ENLARGED PLANS AND INTERIOR ELEVATIONS - L0138YA-242ENLARGED PLANS AND INTERIOR ELEVATIONS - CLINICA-243 ENLARGED PLANS AND INTERIOR ELEVATIONS - LAB A-244 ENLARGED PLANS AND INTERIOR ELEVATIONS - RADIOLOGY • • A-245 ENLARGED PLANS AND INTERIOR ELEVATIONS - RADIOLOGY • • A-250 ENLARGED PLANS AND INTERIOR ELEVATIONS - TOILET ROOMS • • A-251 ENLARGED PLANS AND INTERIOR ELEVATIONS - TOILET ROOMS • • A-301 LEVEL 1 REFLECTED CEILING PLAN • • A-302 LEVEL 2 REFLECTED CEILING PLAN • • A-401 INTERIOR SECTION DETAILS • A-500 CASEWORK DETAILS • • A-501 CASEWORK DETAILS • • A-502 CASEWORK DETAILS • • A-503 CASEWORK DETAILS • A-600 STAIR PLANS AND SECTIONS • • A-601 A-700 ELEVATOR PLANS AND SECTIONS BUILDING ELEVATIONS • • • A-701 BUILDING ELEVATIONS • A-702 BUILDING SECTIONS • • A-800 TYPICAL WALL ELEVATIONS AND SECTIONS • • A-801 WALL SECTIONS • • A-802 WALL SECTIONS • • A-803 WALL SECTIONS • • A-810 EXTERIOR DETAILS • • A-811 EXTERIOR DETAILS • • A-812 EXTERIOR DETAILS • I ly P-001 PLUMBING LEGEND, NOTES & SCHEDULES • • P-002 PLUMBING SCHEDULES • • P-200 UNDERGROUND PLUMBING PLAN • • P-201 LEVEL 1 PLUMBING PLAN • • P-202 LEVEL 2 PLUMBING PLAN • • P-203 ROOF PLUMBING PLAN • • P-401 ENLARGED PLUMBING PLANS • • P-501 PLUMBING ISOMETRICS E-501 • P-502 PLUMBING ISOMETRICS • • P-503 PLUMBING ISOMETRICS • • P-601 PLUMBING DETAILS • • P-602 PLUMBING DETAILS • • 1. CIA - I— �Ici.0 lliQt.Nwc.irNw E-001 ELECTRICAL LEGEND • • E-002 ELECTRICAL ON • • E-003 ELECTRICAL SCHEDULES • E-004 ELECTRICAL SCHEDULES • E-005 ELECTRICAL SCHEDULES • E-100 ELECTRICAL SITE PLAN • • E-201 LEVEL 1 ELECTRICAL PLAN • • E-202 LEVEL 2 ELECTRICAL PLAN • • E-203 ROOF ELECTRICAL PLAN • E-500 ELECTRICAL DETAILS • • E-501 ELECTRICAL DETAILS • UVIRIIRV. E-006 LIGHTING FIXTURE SCHEDULE • • E-007 LIGHTING CONTROL DETAILS • E-401 LEVEL 1 LIGHTING PLAN • • E-402 LEVEL 2 LIGHTING PLAN • • I Cl.l II IVIVyi T-001 TECHNOLOGY LEGEND • • T-002 TECHNOLOGY RACEWAY AND GROUNDING ONE -LINES • • T-003 AV ONE -LINE DIAGRAMS • • T-004 PUBLIC ADDRESS ONE -LINE DIAGRAM • • T-005 TECHNOLOGY SCHEDULES • T-100 TECHNOLOGY SITE PLAN • • T-201 LEVEL 1 TECHNOLOGY PLAN • • T-202 LEVEL 2 TECHNOLOGY PLAN • • T-401 ENLARGED TECHNOLOGY COMMUNICATIONS ROOMS • • T-500 TECHNOLOGY DETAILS • • T-501 TECHNOLOGY DETAILS • • T-502 TECHNOLOGY DETAILS • • T-503 TECHNOLOGY DETAILS • • _ — _ J I 1. u r7__J__I_,__ t„�!✓I�� rIIG Mal II1 E-301 � F�Y1VI VII Ya rt�V Y��1• -T LEVEL 1 FIRE ALARM PLAN • • E-302 LEVEL 2 FIRE ALARM PLAN • • .u■, DAV I S PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant �O O"0_ I NUCHAEL O RHYME B-1720 C 18 1 KV . , >' Issue/Revisions Date No. PERMIT SET 12/17/2012 Project Information Sheet Information Sheet Title: INDEX PERMIT SET 12/17/2012 Sheet Number: G-1 0 1 DPA Project: 12415.00 T )XT 3011-D PAPTNO HIP,PC. 1 LIFE SAFETY LEGEND ��7Jr1111i�77!JTJf/J1Jr 1 HOUR FIRE BARRIER' MMMMMMM 1 HOUR FIRE BARRIER •sesoeseene• SMOKE PARTITION — --> EGRESS PATH N* EXIT EGRESS EXIT FROM BUILDING FEC FIRE EXTINGUISHER CABINET FIRE BARRIERS (COORDINATE FINAL LOCATIONS BUILDING TO BE FULLY SPRINKLERED AND DETECTED WITH LOCAL FIRE DEPARTMENT) FEB FIRE EXTINGUISHER BRACKET f?%"- ;=. ":+•," 7 SPRAYED FI RE RESISTIVE MATERIAL C,'•.,"'.•,;;•;),`;';' j.:'.;-� FOR ALL STRUCTURAL COMPONENTS ti •'rr' SUPPORTING ALL SHAFT ENCLOSURES; `� INCLUDES FLOOR AND RQQF LEVELS Lt L `" ;• i 7 (EX: COLUMNS, STRUCTURAL STEEL 1 HOUR PROTECTION BEAMS, ROOF JOISTS and DECK, ETC.) REQUIRED; PER IBC NON SMOKE DOORS; NO CLOSERS SECTION 707.5 FOR COLUMNS AT EXTERIOR WALL 1 EXIT ENCLOSURE (GRIDLINES G:1 AND J1.1) USE 1 HOUR Ds1 REQ'D GYPSUM BOARD COLUMN WRAP. Accessory Occupancy Table. BASIS -OF -DESIGN GA FILE NO. CM (IBC TABLE 503; GROUP B. WITH AUTOMATIC 1451; LISTED IN GA -600-2006 FIRE — — — — — — — — — — RESISTANCE DESIGN MANUAL r,' .1 HOUR FIRE BARRIER - REQUIRED FOR smoke partition enclosure required __ — _ — "OCCUPANCY" (DEPARTMENT) SEPARATION OCCUPANT LOAD: (IBC TABLE 1004.1.1) FOR STATE LICENSURE. "GENERAL LICENSURE 210, _ _ STANDARDS" SECTION 2.3.5; ALTERNATE B.2 tire- Lto �V 4 576h11 5kt5ec�- �11re iS i�yrt�r�d ,�' Com'/,Chrr/ rsrS�P�a� vyG See ppe f p,4 l��uGt,t l Ua`uf�we .t�l.vlSldns 7, 9� /o See rgvecl l/oGunrre Z .���lSluYr ZI WALL RATING SUMMARY ----------------------------- WALL TYPE WALL RATINGS LOCATION DOOR FIRE BARRIERS 1 hour rated gypsum board assembly 1 BUILDING TO BE FULLY SPRINKLERED AND DETECTED DRINKING (IBC 707) 1 HR RATING OCCUPANCY SEPARATION 45 MINUTE DOORS; WITH CLOSERS SMOKE PARTITIONS LAVATORIES STORAGE ROOMS, SOILED UTILITY, structural members above. (IBC 711) SMOKE RATED CLEAN UTILITY SMOKE DOORS; WITH CLOSERS ( L: NON RATED (B) OCCUPANCY CORRIDORS NON SMOKE DOORS; NO CLOSERS FIRE BARRIER 1 HR RATING EXIT ENCLOSURE 60 MINUTE DOORS, WITH CLOSERS CODE SUMMARY APPLICABLE BUILDING CODES: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL FUEL GAS CODE (IFGC) 2009 INTERNATIONAL MECHANICAL CODE (IMC) 2009 INTERNATIONAL PLUMBING CODE (IPC) 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2000 NFPA 101 LIFE SAFETY CODE SEISMIC DESIGN CATAGORY: B WEATHERING PROBABLILITY FOR CONCRETE: SEVERE WIND SPEED: 90 MPH WIND EXPOSURE: B OR C FROST DEPTH; 36 INCHES WINTER DESIGN TEMPERATURE: MINUS 2 DEGREES 2 � LEVEL 2 LIFE SAFETY PLAN G-201 / 1/16"=V-0" . EXIT SFr Storage Rooms: ADD 1 1 hour rated gypsum board assembly Per IBC section 508.2.5; Storage Basis -of -Design GA File No. CM 1451 EXIT rooms no longer fall into Incidental Accessory Occupancy Table. Elevator Lobby Exemption: Elevator lobby notwired per Per NFPA section 38.3.2 and 8.4.1.2; IBC section 708.14.1.14.1 smoke partition enclosure required EXIT;-„,... Elevator Shaft: Per IBC Rated shaft not required per - Section 708.2 under Shaft Enclosures; exception 7. Per NFPA section 8.2.5.4: - � 1 hour fire barrier required. � Iii• ., � � \ - � r: ��. 1 I \ aEXIT Conference Room: (Occupant load: 42 persons) + 1_, ^, J ' Per section 303.1 exception 2; this conference r _ 1' room would be classified as Group B occupancy. t, '.7 Asx , T + SSI, TIT i ” 1 , ..._ ,', / ..;...... .F a` _ _.. �, • , � �'..�k. y \y_ U ��( \ �' Storage Rooms—III—III—_ ' —Per IBC section 508.2.5; Storage] III—III —III IIIIIIIIIIII—III IIIIII ( (—III T - e —I (rooms no longer fall into Incidental IIII—I I IIIIIIIIIIII I IIIIIIII—III J' I—III AccessOccuuancy Table. _ III —11 =E yf f III `f III] f `III` f If I fIIIf VIII I yIIIIIIff I ff I I ff I I I {—` f—I 1 IIIy (III yI smokeFP Parsed enclosure ea d 8.4.d.2 r3 \ LEVEL 1 LIFE SAFETY PLAN G-201 / 1/16" = V-0" Y' Y" WSJ - 1 hour rated gypsum board assembly 1 BUILDING TO BE FULLY SPRINKLERED AND DETECTED DRINKING 1 Basis -of -Design GA File No. CM 1451 1 ALLOWABLE HEIGHT: 55 FEET; 3 STORIES Sprayed fire resistive material on _ LAVATORIES -------------------- structural members above. ACTUAL HEIGHT: 38 FEET; 2 STORIES Water Curtain at Window Storage Rooms:F OCCUPANCY CLASSIFICATION: (FLOOR AREA, GROSS) ( L: 1 hour rated gypsum board assembly Per IBC section 508.2.5; Storage ALLOWABLE AREA: 138,000 SF (69,000 PER STORY X 2 (1 HOUR) -WHEN MOB (LEVEL 1): GROUP B: 15,915 SF rooms no longer fall into Incidental', SUPPORTING SHAFTS REQ'D Basis -of -Design GA File No. CM 1451 Accessory Occupancy Table. MOB (LEVEL 2): GROUP B: 23,020 SF (IBC TABLE 503; GROUP B. WITH AUTOMATIC Coln rrence Room: (Occupant load: 33 persons) Per NFPA section 38.3.2 and 8 4 1 2;— — — — — — — — — — — — r,' seion 303.1 exception 2; this conference - _ Perct be Group B smoke partition enclosure required __ — _ — FLOOR CONSTRUCTION: (2 HOUR) - FLOOR SLAB OCCUPANT LOAD: (IBC TABLE 1004.1.1) room would classified as occupancy. 210, _ _ t (1 HOUR) -WHEN AV EL DISTANCE'. SUPPORTING SHAFTS yrr ROOFING CLASS: 'C' 10 10 MOB (LEVEL 2): :' ,, evator bb m Elevator lobby not required per r - GROUP B: (1 PER 100 SF) 23,020 SF = 231 PEOPLE 1 „ r zt IBC section 7 08.14 1 TOTAL: 391 PEOPLE N/A 3hI ( 231 M� 6 3 4(11 1 1 N/A 2 � LEVEL 2 LIFE SAFETY PLAN G-201 / 1/16"=V-0" . EXIT SFr Storage Rooms: ADD 1 1 hour rated gypsum board assembly Per IBC section 508.2.5; Storage Basis -of -Design GA File No. CM 1451 EXIT rooms no longer fall into Incidental Accessory Occupancy Table. Elevator Lobby Exemption: Elevator lobby notwired per Per NFPA section 38.3.2 and 8.4.1.2; IBC section 708.14.1.14.1 smoke partition enclosure required EXIT;-„,... Elevator Shaft: Per IBC Rated shaft not required per - Section 708.2 under Shaft Enclosures; exception 7. Per NFPA section 8.2.5.4: - � 1 hour fire barrier required. � Iii• ., � � \ - � r: ��. 1 I \ aEXIT Conference Room: (Occupant load: 42 persons) + 1_, ^, J ' Per section 303.1 exception 2; this conference r _ 1' room would be classified as Group B occupancy. t, '.7 Asx , T + SSI, TIT i ” 1 , ..._ ,', / ..;...... .F a` _ _.. �, • , � �'..�k. y \y_ U ��( \ �' Storage Rooms—III—III—_ ' —Per IBC section 508.2.5; Storage] III—III —III IIIIIIIIIIII—III IIIIII ( (—III T - e —I (rooms no longer fall into Incidental IIII—I I IIIIIIIIIIII I IIIIIIII—III J' I—III AccessOccuuancy Table. _ III —11 =E yf f III `f III] f `III` f If I fIIIf VIII I yIIIIIIff I ff I I ff I I I {—` f—I 1 IIIy (III yI smokeFP Parsed enclosure ea d 8.4.d.2 r3 \ LEVEL 1 LIFE SAFETY PLAN G-201 / 1/16" = V-0" PLUMBING FIXTURE COUNTS: PER IBC TABLE 2901.1 BUILDING HEIGHT: (TABLE 503; GROUP B) BUILDING TYPE: BUILDING TO BE FULLY SPRINKLERED AND DETECTED DRINKING SERVICE BATH TUBS OR ALLOWABLE HEIGHT: 55 FEET; 3 STORIES CONSTRUCTION TYPE: II -B (IBC) _ LAVATORIES -------------------- _----_-------_ ACTUAL HEIGHT: 38 FEET; 2 STORIES BUILDING AREA: (BUILDING AREA, GROSS) FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS OCCUPANCY CLASSIFICATION: (FLOOR AREA, GROSS) PRIMARY STRUCTURE: (0) - NON RATED TYPICAL ALLOWABLE AREA: 138,000 SF (69,000 PER STORY X 2 (1 HOUR) -WHEN MOB (LEVEL 1): GROUP B: 15,915 SF STORIES) SUPPORTING SHAFTS REQ'D PROVIDED REQ'D MOB (LEVEL 2): GROUP B: 23,020 SF (IBC TABLE 503; GROUP B. WITH AUTOMATIC EXTERIOR WALLS: (0) - NON RATED REQ'D SPRINKLER SYSTEM INCREASE PER IBC 506.3) GROUP B TOTAL: 38,935 GSF ACTUAL AREA: (NEW CONSTRUCTION): FLOOR CONSTRUCTION: (2 HOUR) - FLOOR SLAB OCCUPANT LOAD: (IBC TABLE 1004.1.1) ROOF CONSTRUCTION: (0) - NON RATED TYPICAL MOB: 38,935 GSF (1 HOUR) -WHEN MOB (LEVEL 1): SUPPORTING SHAFTS - GROUP B: (1 PER 100SF) 15,915 SF = 160 PEOPLE ROOFING CLASS: 'C' 10 10 MOB (LEVEL 2): 6 2 - GROUP B: (1 PER 100 SF) 23,020 SF = 231 PEOPLE 1 1 TOTAL: 391 PEOPLE PLUMBING FIXTURE COUNTS: PER IBC TABLE 2901.1 DRINKING SERVICE BATH TUBS OR a WATER CLOSETS LAVATORIES FOUNTAINS SINKS SHOWERS OCCUPANCY < TYPE coo (J REQ'D PROVIDED REQ'D PROVIDED REQ'D PROVIDED REQ'D PROVIDED REQ'D PROVIDED GROUP B LEVEL 1 160 F 3 10 10 4 6 6 2 4 1 1 N/A N/A 3hI LEVEL 2 231 M� 6 3 4(11 1 1 N/A TOTAL 391 1 14 20 10 12 5 8 2 2 N/A 3 (1) DRINKING SOURCE IN STAFF LOUNGE 2108 8 2502 - ICE BOX AND WATER DISPENSER IN REFRIGERATOR (2) SHOWERS PROVIDED IN STAFF LOCKER ROOMS 1127 81128, AND OCCUPATIONAL HEALTH PATIENT TOILET/ SHOWER 1139 ENERGY EFFICIENCY: COMMERCIAL BUILDING CLIMATE ZONE: 5B - GARFIELD COUNTY, COLORADO (IECC SECTION 301) BUILDING ENVELOPE REQUIREMENTS (OPAQUES ASSEMBLIES: THE BUILDING ENVELOPE SHALL MEET THE REQUIREMENTS OF IECC TABLES 502.2(1) AND 502.3 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ROOFS: INSULATION ENTIRELYABOVE DECK: R-20ci ATTICANDOTHER: R-38 WALLS ABOVE GRADE: METAL FRAMED: R-13 + R-7.5ci WALLS BELOW GRADE: BELOW GRADE WALL: R-7.5ci FLOORS: JOIST / FRAMING STEEL / (WOOD): R-30 SLAB ON GRADE FLOORS: UNHEATED SLAB: R-10 FOR 24" BELOW ■ENS■ ■ENNO ■■ ■ENE WOMEN DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant OF C O© G9 AVID M. 0 RHYNE O B-1720 x \Al s 9 0 5 p Fp ARc Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information Sheet Information Sheet Title: LIFE SAFTY PLAN CONSTRUCTION SET 01/24/2013 Sheet Number: G- 2 0 1 DPA Project: 12415.00 COPYRIGHT] 11 -DANS VARTNERSHIP. PC. GO 61 '-T�hl SAND FIL/TIER ' , r / / bETENTION BASIy .+,% r' r' ' r' i / � / ,''' r / ,'' __-' _----------- _ ______---------- RIP '___ _. r .'RIP RAP OUTLET ' r FLARED END SECTIO,NI INV OU/'r ' / / - -- ___-----_ + / / PROFILE/ / % / - / SEE STORM SEWER r ,12EMOVE CROWN • /+ / / ' r + / THROUGF)" CURVE- - \ A \ _ _ __ PLAN LEGEND _ � \ CURB INLET,;#8 SEE STORM'SEWER PROFILE -- \ i /V f , / ( 2 -' / / / '" __"- \ _-_----___, / / PROPERTY BOUNDARY / \_ " \ / - " — - -\/'- — // — EX EASEMENT EX BACK OF CURB AND FLOWLINE ----- EX EDGE OF ASPHALT 666 •-'' /� , l _ _-- - - - - - - -----� iCURB IN4ET /j9p- - X CONCRETE / y / SEE STORM SEW PROFILE --------- E + I ----------- ---------------------- - / DEEP V-DITC�V ---- - --'-"` EX ASPHALT I / TOP OF BANK ° 2' / '/ / / „i, ✓ / / �� - NV/ 2:1 ASIDE SLOPES I , I ' ' - -- _ _.___._.- / I A I ) r + ; ° \ I % M I / // EX FEMA FLOODPLAIN T.. // IP RAP OUTSET" .. y'19 h°^ rl 1% IN/ ®FLOWI�INE// /,, -- _ ....... .. EX HIGH WATER MARK 5465.5 n + ' ' " "'• / : FROM CURB OPENING, r EX MAJOR CONTOUR DRAT / r FLARED END SECTION -6800---- � 2' DEET / / ---- ------ --- E // �T IN OUT ,' / / /� r / ---- '�' 8„ SEE STORM SEWER; PROFILE �f' V -DITCH , _ MINOR CONTOUR 17/ 2:1 SIDE SLOPES% MINI, ® FLOWLINE 1 r it IV 1� __ --___ / O / _xs—xs.—xs—N- EX SANITARY SEWER LINE S C EX SANITARY SEWER MANHOLE AND CLEANOUT INLINE DRAIN tER PROFILE 2 \ �{ / 1! I� O SEE STORM SEWER _ / WATER LINE 1 C / ' ' , / � v,4� ` l\ /l / � ` - • D<e •. `.' / . ' I �I EX _ g' X 4" WYE - + FOUNDATION/ROOF DRAIN j y; EX WATER MANHOLE AND CURB STOP - : INV 5467.24 r' I r I I r / l ' I ' ' ' i j w \ _�. I r l ' I ' i l i / i r l I ; l i r' ' I EX GATE VALVE AND FIRE HYDRANT X 6" REDUCER, i / � / , � / i I r I l ,;, ; Xrr r ; , /' +y ,' / ''• � f' 'l ', � .,,, � �� /ly/ ;% t�5. / ' I i ' ' ( // i i / /-x[—xr—xc—xr— EX UNDERGROUND ELECTRIC LINE -xT FOUNDATION DRAIN SEE�� PLUMBING PLANS a / '� -INLET #11 - P,. 2a // ' ,�/ /' A"1• ! r -/ / a( w j INV = 5467.33 - /—xT—xr—xr— EX TELEPHONE LINE •SEE STORM SEWER ROFILE r / I ,' , i _xFG—xro—xro— EX FIBER OPTIC LINE RETAINING WALL / / r / r I r , Y(DESIGN BY OTHERS) • i r ! % / it I I / PR WATER LINE —v—v—v—v— �A�v, r CURB-IN<:I,-4L' T #12 / —vv PR VALVE AND FIRE HYDRANT SEE STORM SEWER PROFLE PR WATER BEND AND REDUCE R DRAIN OUTLET' / t l\?f ;ROOS INV 5467.6PLUMBING PLANS PR WATER RESTRAINED LENGTH 6" PV 5470.33 G AND B LOW -OFFC /CUTOFF 5VALE PR WATER VAULT, FLU Q ,� aJ/`j � �i.�/ I, i I 'I r, Ir li ( ' +'j /i / ', ' / / / ; ' , f/ / '/" "; //%';' / ; , %r";� J�r/ i /-. ,' _ i.m/u / ! ' rI�/. �/ C4 /B • A/ I/ � n/ ! /r' /r a, 540.� r i /— _ e----sc • c -- PR SA NITARY SEWER NO CLEANOUT PR SANITARY SEWER MANHOLE A RAIN OUTLEBROOF BRAINLSEE/ 2INV 5468. ROOF DPLUMING PANSIN/ 5485.0 PR UNDERGROUND GAS ROOF 'DRAIN SEE ATS PR UNDERGROUND ELECTRIC 73 z/C OPTICr� ——PR UNDERGROUND FIBER ,cam ROOF DRAIN SEE //' — E -r -W — e -r -Tv — PR UNDERGROUND TELEPHONE AND DATA PLU/MBING PLANS / / ' 5—FT CONTOUR DRAIN PRROOF INV 5470.33 r r l t / 1 1 rr PR 1 -FT CONTOUR M_ff"rImpPR ASPHALT PAVEMENT J/ ,' , , .'f / r' l / l ,,� ( •� •' O 5 O1S h� ~'� i i' i 1 I r O / .,;..:'u • ;, - a i- S � I ® PR CONCRETE PAVEMENT LOT l RAIN OUTLET PR PEDESTRIAN RAMP 1: 12 MAX NN 5465.92 TOWN CENTER N0. 6 IG / VE11.807 ± ACRES PR STACKED ROCK WALL (BY OT HERS) ` �\ P - / LFFE 5474.33 I 1 1 , r / DIRECTION /FLOW rr SURFACE RUNOFF UFFE 5489.00' i FOUNDATION DRAIN CURB INLET #2 Sr�P .�/�c i 1 r', 11 I ^ ,i EROSION CONTROL BLANKET � 2 SEWER PROFILE '' '. G`=T 1 ' ° 1 SEE STORM cTD FOUNDATION IIS a� . • \ I. � . /. � � I '� I �r . . N , r - DRAIN t�\\, _ SEE PLUMBNG PLANS RETAINING WALL • V Lam. N = 546.33 c� l / i NOTE: (DESIGN BY OTHERS) - C� I '/ / - AND IS NOT SPECIFIC TO 1 \ I i % / % ; // GTO PARTICULAR TO DRAIN IS I GENERAL REMINDER j 40 I r OOF DRf{IN ' �� ' ANY RTICULAR POINT OR ISOLATED LOCATION r / _ zL 9 I l ' r l/ i EE PLUMgING PLANS r r I r s INV = 54'.0.33 ago 5460 ~ ` 4° \\\FLARD END li MILD SWA�E II / �) v INV OUT SEE'\STORM SEWER PROFILE `, % / `1 \ d's,` 1 11 ' ' 1 1 '1 A 1 1 REMOVE CROWN THROUGH CURVE .112n 6p1 BADS INLINE DRAIN ,� I `� k W/ PED 4-10 GRATE - / \ r t- ,.:41RIM = 5473.83 ` / .x -INV IN 5469.73 IN o ..CURB INLET #1 .SEE ' \ \1 V T = 5469.53 o + 1 2 STORM SEWER PROFILE, \ OU.. --- \\ \. ,.�� •'I � Aoo z \ /:� 1\\, 1 li I /' / ___ ', i i I i i I i 1\ . i \ • _ V A , wv - CURB INLET #5 & #6 A 11V 11 1 / i I i / lir 1 II SEE STORM SEWER PROFILE I I j r o ; -' i \ 2' DEEP V�DITCH W/. 2:1 SIDE SLOPE ,. 1%iMIN® RLOWLINC +s r V A. INLET #3 SEE STORM SEWER PROFILE RD INLET #4 PROVIDE 5 -FT L STUB -OUT FOR FUTURE -_CONNECTION r I i I - y + 1 CALL UTILITY NOTIFICATION , 1 J ' CENTER OF COLORADO �j 1��/ BLEND GRADES TO MINIMIZE o O Don O vv A A CONCENTRATED DRAINAGE FLOW`I 1 CALL 2 BUSINESS DAYS IN ADVANCE = TRANSITION TO AND MAINTAIN SHEET FLOW v V ' ` I ' BEFORE YOU DIG, GRADE OR EXCAVATE CROWN SECTION CHARACTERISTICS 1 \ , ! 1 FOR THE MARKING OF UNDERGROUND +" `v , / � v' \ ! f . THIRD EN I RANCEE 1 ��V r , TI E L MESA METROPOLITAN DISTRICT CONSTRUCTION FOR 1 YEAR FROM xCE DATE xv-`rxv—�v xyl-�xv--� I DISTRICT ENGINEER r v i I _ - - - - ; S�Xs 1 MATCH EXIS-*- __ _'-t --- --- - --- --'-- ------ -' ----- --- ---------- TING ---- L ----`--- -�- I 1 - ,l.` , ---------*---------- -�--- rr 1 _ Ng I 11 '/ , r___ )__—..yr I ' l i ,r I ODISTRICT ENGINEER DATE xs \ , r ' h BATTLEMENT MESA METROPOLITAN DISTRICT SHALL NOT HE LIABLE II FOR THE MAINTENANCE OF THE PRIVATE WATER AND SEWER TOWN CENTER, FILING NO. 8. , Xs IMPROVEMENTS SERVICING LOT 1, `v `V A `\ v` '1 `I A \\ 1 1 Contour Interval =1 Foot `I `I 11 1 \ 1 I 1 \ \ -`----- �------i------z------•-----i------�-----�-----+------`------ ----- -----�----A,.---- nt - --' - - - - -� Horizontal Scale \ \ y xSt—%S ryS--x3`xS—xs—xs—xS—xs—xs xs—xS—xS—xs—xs xs %S—XS—zs—xs- Ys—zs—xs- %S _XS xs xS—XS 30 0 15 30 60 r , 1" = 30' (Original Graphic Scale) oJ�P� (C) COPYRIGHT 2012. LANDMARK CONSULTANTS, If DAV I S PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant NSU 141 9th Street - P.O. Box 774943 Steamboat Springs, Colorado 80477 Phone (970) 871-9494 -• Fax (970) 871-9299 www . L A N D M A R K- C O. c o to Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information ', Sheet Information Sheet Title: GRADING AND DRAINAGE PLAN CONSTRUCTION SET 01/24/2013 Sheet Number: 01 1 DPA Project: 12415.00 COPYRIGHT Xltt OAVIS PPFiNERSHIP, P L. 71.8 FL 70.61 F7L /// '// !7L06 F((N .70 72.35 L i' f 72.10 L / 41 4/! / ; !! y'-� ,' ; • ' �k1� 72. 2 FIL .491 / I / SEE ARCHITECTURAL PLANS Cp(n/ tpj/ h 11110 / i/ y /. / 1.84 FL / 5 ' 71.92 FL C SEE LAND`. / ' r / 1 - ' I 2.� FL o / % 1 1 \ I' 1 '.73.9 A LANDSCAPE BERM V 1 SEE LANDSCAPE PLANS 1 i 3,96 FL 3.19 FL .33 FL I � I ' , 1 I \\ •may I I 1 1 \ I 1 ° 1 1 r a8.sg 88.6 1 a ° 8" INLINE DRAIN I° RIM=88.75 a INV OUT = 87.25 a x'88 0 1 w: as. sRR 7 8" INLINE DRAIN RIM 88.65 INV IN=87.15 -INV OUT = 87.05 8" INLINE DRAIN-/ RIM=88.60 � INV IN 86.90 INV OUT = 86.80 ! COORDINATE WALL PENETRATION �, WITH I \XWITH W ALL DESIGN DRAIN TLETd U INV 75 PATIO GRADING INSET DETAIL --SCALE 1"=5' NOTE: INLINE DRAINS SHALL BE 8° ADS INLINE DRAINS WITH PED 4-10 CRATES. PLAN LEGEND �/ %• . / PROPERTY BOUNDARY _ _ _ - - - - EX EASEMENT ! EX BACK OF CURB AND FLOWLINE / -------------------------------- EX EDGE OF ASPHALT /------------------------------- EX CONCRETE .53 FIL I;\ EX ASPHALT EX FEMA FLOODPLAIN I \ 1 --------- EX HIGH WATER MARK 3.74 F 88.5 FL --- 6800------- EX MAJOR CONTOUR 1 - ,-------------------------------- EX MINOR CONTOUR 81 F EX SANITARY SEWER LINE 9$ F � EX SANITARY SEWER MANHOLE AND CLEANOUT 9 7 FIL / 89. FL ' S / - EX WATER LINE ( 8 '72 FAL 49 EX WATER MANHOLE AND CURB STOP 1 t ! ! EX GATE VALVE AND FIRE HYDRANT EX UNDERGROUND ELECTRIC LINE EX TELEPHONE LINE i 1 EX FIBER OPTIC LINE i" i 0. FL / % - PR WATER LINE W PR VALVE AND FIRE HYDRANT 90.53-, FL 1 --- -- PR WATER BEND AND REDUCER 90 F PR WATER RESTRAINED LENGTH PR WATER VAULT, PLUG AND BLOW -OFF 1.73 FL / PR SANITARY SEWER 91.60 i 1 PR SANITARY SEWER MANHOLE AND CLEANOUT PR UNDERGROUND GAS U:`\ I I PR UNDERGROUND ELECTRIC L PR UNDERGROUND FIBER OPTIC 1 I I - PR UNDERGROUND TELEPHONE AND DATA PR 5 -FT CONTOUR r1 .73'FL ' I PR 1 -FT CONTOUR �! I : PR ASPHALT PAVEMENT PR CONCRETE PAVEMENT PR PEDESTRIAN RAMP 1:12 MAX I i PR STACKED ROCK WALL (BY OTHERS) r i �JJ1v / ' I SURFACE RUNOFF DIRECTION/FLOW NOTE: 91 \ _GTD - GRADE TO DRAIN IS A GENERAL REMINDER AND IS NOT SPECIFIC TO ' \ 19it .1 ANY PARTICULAR POINT OR ISOLATED LOCATION. 1 1 \ 1 I \I 10 I I I. II 1 II I I\ n 1 1 1 I I \ / 1 - \ 1 , v �I CALL UTILITY NOTIFICATION CENTER OF COLORADO \ \\ 1 �..82 FL 8686.3 FL 8�86t51LFL O O O O I A 8 �9. i �\ - - - - ---------'----- �v� 4.98 FL 86.00 FL 85.80 FL ':'I I \. 85:65 FL I 85.91 FL A. A �'. 1 86.55 FL .a.._ rr `� 85.3 FL A 1 A I xs\xs 1 1 /// 85.02 FL \ ---- Al x 1 = -_ s '� _, .... 86.47 FL X�\ 82.34 EX �\\`-` ��XS\ i `1 1 T� i / MAT1H E/•'(IS7)NG '- , _ .°d _♦i .b\�' we • I: ..',• � d .. C `' . a/ ° ,i - i a 43 EX _-� 1__ _ - _ -- _a.-__= r• •� '. 8 6.69 EX -- ;- ---- - ,-- ---i - - -�----------------- �• - - - � � ���_ I. XSV 1 1 1 1 - .l. , i i • ltt i i i i ! ! i ��oo����� U ��ff CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND Contour Interval =1 Foot Horizontal Scale 20 o io 20 40 1" = 201 (Original Graphic Scale) (C) COPYRIGHT 2012, LANDMARK CONSULTANTS, INC. DAVIS PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant LMIT,"I 141 9th Street -• P.O. Box 774943 Steamboat Springs, Colorado 80477 Phone (970) 871-9494 - Fax (970) 871-9299 w w w. L A N D M A R% - C O. c o m Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information Sheet Information Sheet Title: DETAILED GRADING PLAN CONSTRUCTION SET 01/24/2013 Sheet Number: C-1 2 DPA Project: 12415.00 COPYRIGHT X1111- o -S PARTNERSHIP, p C. w NOTES a > 1) CONCRETE ENCASEMENT SHALL EXTEND 10' EITHER SIDE OF WATER 2) STEEL a REINFORCEMENT MAY a BE DELETED IF FIBER -REINFORCED c CONCRETE IS USED. SLIP TYPE VALVE w I- LdBOX ADJUSTED TO gw < FINISHED GRADE o_w VALVE BOX BASE Z w N IS NOT TO BE f a ~ SUPPORTED BY THE G VALVE BODY OR ✓E BOX SUPPORT BLOCK in w THE PIPE STALL TRACING WIRE THRU 3 HOLE DRILLED IN VALVE PIPE CAP WITH 2" BASE THREADED TAP SUPPORT BLOCK „ ACE BELL HOLE` -INLINE GATE VALVE UNDISTURBED SOIL W/MEG-A-LUG RESTRAINT VALVE SUPPORT BLOC UNDISTURBED SOIL GATE VALVE INSTALLATION AND TAPPED CAP BLOWOFF 2" MALE ADAPTER & THREADED CAP -VALVE BOX TOP 2" SCH, 40 PVC -Y4' WEEP HOLE EACH SIDE SEE TYPICAL PIPE TRENCH DETAIL FOR COMPACTIDN #4 BARS LONGITUDINAL AT CORNERS SEWER LINE #3 BARS @ 18" 0,C, 3' CLEAR MIN. O,D, MIN. WATER LINE BELOW SEWER LINE WATER LINE BEDDING & HAUNCHING MATERIAL, TYPE "A� ENCASEMENT REQUIRED WHEN LESS THAN 18 INCHES SPRING LINE OF PIPE SEWER LINE AO � D• D."E .a D. CONCRETE ENCASEMENT 6" IP 6" SHALL EXTEND A DISTANCE OF 10 FEET EITHER SIDE OF MIN, O,D. MIN, THE WATER LINE WATER LINE ABOVE SEWER LINE CONCRETE ENCASEMENT DETAIL w oQ [L¢ oQ� I— LD w� >� ow 0 Z LJ ADJUSTABLE 'I MIN, CURB STOP a VALVE BOX- ------- CURB OX----- TAP SADDLE I WATER LINE INIMUM 10' HORIZONTAL SEPARATION --I CORPORATION STOP (SEE SPECIFICATIONS) (INSULATING COUPLING REQUIRED ON METALIC WATER MAINS) ASSUMED SANITARY SEWER LOCATION a/: OR 1" TYPE K COPPER SERVICE CURB STOP FLx FL COUPLING 2A" G,V, CCL 250) 1 CURB STOP ON MASONRY SUPPORT— RESERVED FOR1 90° BEND CLEAN GRAVEL REPLACE WITH HOT BITUMINOUS PAVEMENT (GRADING C) MATCH EXISTING THICKNESS (3' MIN.) 1 , _ 2' MIN. RESTORE SURFACE I(� PAVEMENT CUT TO ORIGINAL GRADE LINE w Z> W 7 O ff 10� w� a �a- E zoo Z N �(UI— +I Z z o oa m w U a�� �oN U : 'ro F¢ �Q E� zw w K:'' 0-w 6" 95% � zz AASHT❑ N 11 w T-99 NA 00 vwi R❑ PL MA SU C: — PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES SIEVE PIPE BEDDING & HAUNCHING ca PIT RUN AGGREGATE (TO BE USED WHERE SPECIFIED e 0 MATERIAL MATERIAL (SCREENED OR DIRECTED BY THE o (TYPE A) Z y TABLE FOR CONCRETE THRUST BLOCKING 10 MIN, TO 3" MAX. 8 INCH SEE TYPICAL PIPE TRENCH DETAIL FOR COMPACTIDN #4 BARS LONGITUDINAL AT CORNERS SEWER LINE #3 BARS @ 18" 0,C, 3' CLEAR MIN. O,D, MIN. WATER LINE BELOW SEWER LINE WATER LINE BEDDING & HAUNCHING MATERIAL, TYPE "A� ENCASEMENT REQUIRED WHEN LESS THAN 18 INCHES SPRING LINE OF PIPE SEWER LINE AO � D• D."E .a D. CONCRETE ENCASEMENT 6" IP 6" SHALL EXTEND A DISTANCE OF 10 FEET EITHER SIDE OF MIN, O,D. MIN, THE WATER LINE WATER LINE ABOVE SEWER LINE CONCRETE ENCASEMENT DETAIL w oQ [L¢ oQ� I— LD w� >� ow 0 Z LJ ADJUSTABLE 'I MIN, CURB STOP a VALVE BOX- ------- CURB OX----- TAP SADDLE I WATER LINE INIMUM 10' HORIZONTAL SEPARATION --I CORPORATION STOP (SEE SPECIFICATIONS) (INSULATING COUPLING REQUIRED ON METALIC WATER MAINS) ASSUMED SANITARY SEWER LOCATION a/: OR 1" TYPE K COPPER SERVICE CURB STOP FLx FL COUPLING 2A" G,V, CCL 250) 1 CURB STOP ON MASONRY SUPPORT— RESERVED FOR1 90° BEND CLEAN GRAVEL REPLACE WITH HOT BITUMINOUS PAVEMENT (GRADING C) MATCH EXISTING THICKNESS (3' MIN.) 1 , _ 2' MIN. RESTORE SURFACE I(� PAVEMENT CUT TO ORIGINAL GRADE LINE w Z> W 7 O ff 10� w� a �a- E zoo Z N �(UI— +I Z z o oa m w U a�� �oN U : 'ro F¢ �Q E� zw w K:'' 0-w 6" 95% � zz AASHT❑ N 11 w T-99 NA 00 vwi R❑ PL MA SU C: EXISTING PAVEMENT �__—C,D,O.H, CLASS 6 AGG, BASE COURSE SAME THICKNESS AS EXISTING (6" MIN,) COMPACTED TO 95% AASHTO T-99, ±2% OPTIMUM MOISTURE CONTENT TIVE EARTH WITH MAX. 8" CK OR PIT RUN BACKFILL. ACE AND COMPACT IN 12" XIMUM LIFTS, SLOPE OR PPORT TRENCH SIDES PER HA STANDARDS N -GRANULAR BEDDING & UNCHING MATERIAL, TYPE ANULAR STABILIZATION MATERIAL, PE "B" REQUIRED IN UNSTABLE f o TRENCH BOTTOM ONLY, THICKNESS TO O.D.E BE PIPE± BE DETERMINED BY THE ENGINEER 1 MIN, T❑ 18" MA USE CONSTRUCTION FABRIC WHERE DIRECTED BY THE ENGINEER TYPICAL TRENCH DETAIL — PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES SIEVE PIPE BEDDING & HAUNCHING GRANULAR STABILIZATION PIT RUN AGGREGATE (TO BE USED WHERE SPECIFIED SIZE -ENDS MATERIAL MATERIAL (SCREENED OR DIRECTED BY THE (TYPE A) TABLE FOR CONCRETE THRUST BLOCKING 10 MIN, TO 3" MAX. 8 INCH FT,) --- OS --- N❑ 4" MIN,.' : HA "A TOTAL BEARING AREA °oOo O°so. a. OOQ.O Dd GR ? INCH .QV In ne�m TY EXISTING PAVEMENT �__—C,D,O.H, CLASS 6 AGG, BASE COURSE SAME THICKNESS AS EXISTING (6" MIN,) COMPACTED TO 95% AASHTO T-99, ±2% OPTIMUM MOISTURE CONTENT TIVE EARTH WITH MAX. 8" CK OR PIT RUN BACKFILL. ACE AND COMPACT IN 12" XIMUM LIFTS, SLOPE OR PPORT TRENCH SIDES PER HA STANDARDS N -GRANULAR BEDDING & UNCHING MATERIAL, TYPE ANULAR STABILIZATION MATERIAL, PE "B" REQUIRED IN UNSTABLE f o TRENCH BOTTOM ONLY, THICKNESS TO O.D.E BE PIPE± BE DETERMINED BY THE ENGINEER 1 MIN, T❑ 18" MA USE CONSTRUCTION FABRIC WHERE DIRECTED BY THE ENGINEER TYPICAL TRENCH DETAIL FIRE HYDRANTS, WATER METERS, TRAFFIC CONTROL SIGNS, TRAFFIC SIGNALS, STREET LIGHTS, OVER HEAD UTILITIES, AND EARTH RETAINING STRUCTURES NATURAL GRUUND EDIR AST IRON CONE ALUMINUM OVER ONCRETE OR IBERGLASS ETER PITETER YOKE TO BE SET 18" TO 20" FROM METER PIT COVER 18' MIN, FLARED CONNECTION MAX. LIFTS AND CUMF'AU I LD IU I "L I•I 11V. ME_L_ 1 V L YLIY 1 , ♦�v SHOWN X ¢ FIRE HYDRANTS ARE TO BE w > bj < PLACED AS SHOWN ON DRAWINGS o QLD OR AS DIRECTED BY THE FIRE w = DEPARTMENT, H C:I H z_ =11 w w FLG x MJ GATE VALVE `v I— � � o HYDRANT WEEP HOLES I— SHALL NOT BE COVERED WITH CONCRETE. 6" DIA,— — —TI—, I . s MIN. OF Y, CU, YD, OF WASHED GRAVEL JAI MAX. STONE SIZE - DOMESTIC SERVICE DETAIL FIRE HYDRANT DETAIL GENERAL NOTES SCALE HORIZONTAL N,T.S. O Minimum trench compaction requirements: VERTICALN.T.S. a 95% in all areas of public or street right—of—ways including trenches beneath pavement, graveled areas, borrow ditches, and open space. REVISIONS DATE a 85% or to match existing (whichever is greater) in unimproved or landscaped areas, fields, or private easements that are not within road or street right—of— ways. This is allowed only if approved in advance by the District. WATER LINES ARE TO BE INSTALLED ON THE NORTH OR EAST SIDE OF THE R,O,W„ NO LESS THAN 2' AND NO MORE THAN 3' FROM LIP OF CURB UNLESS OTHERWISE SHOWN, ALL FERROUS METAL PIPE, VALVES, FITTINGS, AND APPURTENANCES SHALL BE WRAPPED WITH MINIMUM 4 MIL HIGH DENSITY POLYETHLENE MATERIAL / PRIOR TO BACKFILLING, BEYOND THE LAST —.VALVE, TO A POINT BEYOND SURFACE IMPROVEMENTS, OR TO THE PROJECT LIMITS, WHICHEVER IS 'Pltt�k SERVICES ARE ALLOWED TO COME OFF OF DEAD-END LINES, I. off 11 IIII )LII / DIRECTIONAL CHANGES OF 113.' OR MORE IN PIPE DIAMETERS 4" OR GREATER SHALL BE DUCTILE / IRON FITTINGS WITH CONCRETE THRUST BLOCKING. TYPICAL WATERLINE PLAN FOR INTERSECTIONS REBAR HOOKED �II PLACE BOND BREAKER BETWEEN UNDISTURBED SOIL—,-lIiXlj L FITTING AND CONCRETE BOND BREAKER BETWEEN 5 AND CONCRETE D SOIL I� I� BOND BREAKER II=111-1=1II=1II- STURBED SOIL UNDISTURBED SOIL REDUCERS BOND BREAKER TE STURBED SOIL RING SURFACE BEARING SURFACE — PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES SIEVE PIPE BEDDING & HAUNCHING GRANULAR STABILIZATION PIT RUN AGGREGATE (TO BE USED WHERE SPECIFIED SIZE -ENDS MATERIAL MATERIAL (SCREENED OR DIRECTED BY THE (TYPE A) TABLE FOR CONCRETE THRUST BLOCKING 10 MIN, TO 3" MAX. 8 INCH FT,) --- 2 INCH --- 100 BENDSREDUCERS TEE BRANCH TOTAL BEARING AREA FOR BOTH SIDES COMBINED SIZE SIZE AND DEAD ? INCH 8 100 --- 90° 45° 225° 1134° ENDS 4 NO 200 41 1 IJ40 I M 6 4.0 2.2 1.1 0 2,8 0 PY FIRE HYDRANTS, WATER METERS, TRAFFIC CONTROL SIGNS, TRAFFIC SIGNALS, STREET LIGHTS, OVER HEAD UTILITIES, AND EARTH RETAINING STRUCTURES NATURAL GRUUND EDIR AST IRON CONE ALUMINUM OVER ONCRETE OR IBERGLASS ETER PITETER YOKE TO BE SET 18" TO 20" FROM METER PIT COVER 18' MIN, FLARED CONNECTION MAX. LIFTS AND CUMF'AU I LD IU I "L I•I 11V. ME_L_ 1 V L YLIY 1 , ♦�v SHOWN X ¢ FIRE HYDRANTS ARE TO BE w > bj < PLACED AS SHOWN ON DRAWINGS o QLD OR AS DIRECTED BY THE FIRE w = DEPARTMENT, H C:I H z_ =11 w w FLG x MJ GATE VALVE `v I— � � o HYDRANT WEEP HOLES I— SHALL NOT BE COVERED WITH CONCRETE. 6" DIA,— — —TI—, I . s MIN. OF Y, CU, YD, OF WASHED GRAVEL JAI MAX. STONE SIZE - DOMESTIC SERVICE DETAIL FIRE HYDRANT DETAIL GENERAL NOTES SCALE HORIZONTAL N,T.S. O Minimum trench compaction requirements: VERTICALN.T.S. a 95% in all areas of public or street right—of—ways including trenches beneath pavement, graveled areas, borrow ditches, and open space. REVISIONS DATE a 85% or to match existing (whichever is greater) in unimproved or landscaped areas, fields, or private easements that are not within road or street right—of— ways. This is allowed only if approved in advance by the District. WATER LINES ARE TO BE INSTALLED ON THE NORTH OR EAST SIDE OF THE R,O,W„ NO LESS THAN 2' AND NO MORE THAN 3' FROM LIP OF CURB UNLESS OTHERWISE SHOWN, ALL FERROUS METAL PIPE, VALVES, FITTINGS, AND APPURTENANCES SHALL BE WRAPPED WITH MINIMUM 4 MIL HIGH DENSITY POLYETHLENE MATERIAL / PRIOR TO BACKFILLING, BEYOND THE LAST —.VALVE, TO A POINT BEYOND SURFACE IMPROVEMENTS, OR TO THE PROJECT LIMITS, WHICHEVER IS 'Pltt�k SERVICES ARE ALLOWED TO COME OFF OF DEAD-END LINES, I. off 11 IIII )LII / DIRECTIONAL CHANGES OF 113.' OR MORE IN PIPE DIAMETERS 4" OR GREATER SHALL BE DUCTILE / IRON FITTINGS WITH CONCRETE THRUST BLOCKING. TYPICAL WATERLINE PLAN FOR INTERSECTIONS REBAR HOOKED �II PLACE BOND BREAKER BETWEEN UNDISTURBED SOIL—,-lIiXlj L FITTING AND CONCRETE BOND BREAKER BETWEEN 5 AND CONCRETE D SOIL I� I� BOND BREAKER II=111-1=1II=1II- STURBED SOIL UNDISTURBED SOIL REDUCERS BOND BREAKER TE STURBED SOIL RING SURFACE BEARING SURFACE — PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: UNDISTURBED SOI L BEARING SURFACE ADDENDA #1 DEAD -ENDS 02/11/2013 2 BENDS OF 11%° OR GREATER T E E S TABLE FOR CONCRETE THRUST BLOCKING 10 MIN, TO 3" MAX. BEARING AREAS (IN SQ. FT,) BENDSREDUCERS TEE BRANCH TOTAL BEARING AREA FOR BOTH SIDES COMBINED SIZE SIZE AND DEAD 6 8 10 12 90° 45° 225° 1134° ENDS 4 6 4.0 2.2 1.1 0 2,8 2.0 8 7,1 3,8 2.0 1.0 5.0 4.8 2.8 10 11,1 6,0 3,0 1,5 7,8 8.4 6,4 3,6 12 16.0 8.6 4.4 2.2 113 12.8 10,8 8.0 4.4 14 21,7 11,8 6,0 3.0 15,4 18.0 16.0 13.2 9,6 5,2 16 28,4 15,3 8,0 4.0 20,0 24,0 22.0 19.2 15.6 11,2 MIN, X CU, YD. F.H. THRUST BLOCKS SHALL BE A MIN, OF 34 CU, YD. IN MAS CONCRETE T.B. AND HAVE A MIN, BEARING AREA OF 5 SQ. FT. —II AREAS GIVEN ARE BASED ON INTERNAL STATIC PRESSURE OF 100 IIS P,S,I, AND SOIL BEARING CAPACITY OF 1,000 LBS. PER SQ. FT. • I I. BEARING AREAS FOR ANY PRESSURE AND SOIL BEARING CAPACITY MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A 1111111 -lir CORRECTION FACTOR "F" 11= IIS F = ACTUA PE IFIED T ST PRESSOR N HUN DREDS OF LBS, BEARIN CAPACI U7IN THOUSANDS OF LBS, AC UAL L THRUST BLOCK DETAILS &0% �7st�ter BATTLEMENT MESA METROPOLITAN DISTRICT Engineering 2516 Foresight Circle, #1 STANDARD WATERLINE DETAILS Grand Junction, C❑ 81505 Design by rafted by Date Project No. Sheet 1 (970) 241-7076 WWE WWE 10-08 of 1 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-80000-9224 g c 7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. DETAILS PROVIDED BY BATTLEMENT MESA METROPOLITAN DISTRICT. LANDMARK SHALL NOT BE LIABLE FOR THEIR DESIGN OR CONTENT. DRAWING NOT TO SCALE. (C) COPYRIGHT 2012, LANDMARK CONSULTANTS. INC. muss■ MENE ■t■■ DAVIS PARTNERSHIP ARCH ITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 101 Edwards, CO 81632 970.926.8960 Consultant 141 9th Street P.O. Box 774943 Stes mboat Sp tin ge, Colorado 80477 Phone (970) 871-9494 - Fax (970) 871-9299 w w w . LANDMARK - C O. c o m Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information Sheet Information Sheet Title: STANDARD WATERLINE DETAILS CONSTRUCTION SET 01/24/2013 Sheet Number: C-1 12 DPA Project: 12415.00 COPYWGHL 3011-OAVIS PARTNERSHIP. P.C. GENERAL... NOTES Design Standards: A. International Building Code 2009 Edition B. ASCE 7-05 Minimum Design Loads for Buildings and Other Structures C. ACI 318-08 Building Code Requirements for Structural Concrete D. AISC Manual of Steel Construction LRFD 13th Edition (2005 Specifications) E. North American Specification for the Design of Cold -Formed Steel Structural Members 2007 Edition (NASPEC) F. ACI 530-08 Building Code Requirements for Masonry Structures Gravity Loads Used in Design: A. Roof Live Load (non-reducible)................................................................................... 40 psf B. Superimposed Roof Dead Load .............................. ........... 30 psf C. Floor Live Load.................................................................................................. 60 psf D. Floor Dead Load (structure weight + superimposed dead load of 10psf)............................................. 85 psf E. Partition Live Load..............................................................................................20 psf F. Lobby, Corridors, Stairs Live Load...............................................................................100 psf Corridorsabove first floor...................................................................................... 80 psf G. Snow Load Design Criteria 1. Ground Snow Load, Pg = 40 psf 2. Roof Snow Load, Pf = 40 psf + drifting requirements (Re: Garfield County Building Requirements) 3. Snow Exposure Factor, Ce = 1.0 4. Thermal Factor, Ct = 1.0 5. Snow Importance Factor, Is = 1.0 Wind Load Design Criteria A. Basic Wind Speed (3 -second gust) = 90 mph B. Exposure Category C C. Building Category II D. Building Enclosure Classification: Enclosed E. Topographic Factor, Kzt = 1.0 F. Analysis Method Used for MWFRS design: 2 -Analytical G. Analysis method used for components and cladding design: 2 -Analytical H. Wind Importance Factor, Iw = 1.0 Seismic Load Design Criteria A. Seismic Design Category B B. Building Occupancy Category II C. Soil Site Class C D. Basic Seismic Force Resisting System: Steel system not specifically detailed for seismic resistance. E. Response Modification Factor, R = 3 F. System Overstrength Factor, Omega = 3 (flexible), 2.5 (rigid) G. Site Spectral Response Accelerations: 1. Ss = 0.319 2. S1 0.071 3. SDs = 0.255 4. SD1 = 0.081 H. Seismic Importance Factor, IE = 1.0 I. Seismic Response Coefficient, Cs = 0.109 1. Design Seismic Base Shear= 183.0 kips Foundations: A. Soil data was taken from recommendations set forth in Report # GS05679-125 by CTL Thompson INC. dated October 2, 2012. See geotechnical report for complete soils information. B. Maximum total load soil bearing pressure capacity used in design is 4000 psf. C. Maximum total load soil bearing pressure capacity used in design for load combinations, including wind or seismic forces, is 5320 psf. D. Equivalent fluid pressure used in design of non -restrained retaining walls is 40 pcf. E. Equivalent fluid pressure used in design of restrained retaining walls is 50 pcf. F. All non-bearing partitions shall be provided with a 1" minimum slip joint at the top or bottom of the wall to allow for vertical movement. Any wall framing that extends past a slab -on -grade edge shall terminate 1" above the slab -on -grade to allow for vertical movement. Interior walls constructed on grade that abut exterior walls are to be vertically jointed at their intersection. Concrete: A. All concrete shall be made with stone aggregate and shall develop the following 28 day compressive strength: Footings.........................................................................................4000 psi Foundation walls, grade beams, pilasters .........................................................4000 psi Wallsand columns.................................................................................4000 psi Interiorslabs on grade..........................................................................4000 psi Suspendedslabs and beams.........................................................................4000 psi Slabson steel deck...............................................................................3500 psi Otherconcrete....................................................................................4000 psi B. All reinforcing bars shall be ASTM A615, Grade 60, unless otherwise noted. Welded wire fabric shall conform to ASTM A185 or ASTM A497. Headed studs shall conform to ASTM A108 with 60 ksi minimum tensile strength and shall be automatically machine welded, providing complete fusion. C. Concrete Protection for Reinforcement (unless otherwise noted): 1. Concrete poured against earth......................................................................... 3„ 2. Concrete poured in forms but exposed to weather or earth: a. #5 bars or smaller............................................................................1-1/2„ b. Bars larger than#5............................................................................... 2,. 3. Columns, girders and beams (principal reinforcement, ties and stirrups)...........................1-1/2" 4. Slabs and walls not exposed to weather or earth.....................................................3/4" D. No splices of reinforcement shall be made and no welding to reinforcing shall be permitted except as detailed or authorized by the Engineer. Reinforcing lap splices are indicated in the scheduled table unless noted otherwise on drawings. Wire fabric reinforcement must lap one full mesh plus 2" at side and end laps, but not less than 6", and shall be wired together. Make all bars continuous at corners or provide corner bars of equal size and spacing. E. Detail bars in accordance with the ACI Detailing Manual and ACI Building Code Requirements for Reinforced Concrete. F. Provide all accessories necessary to support reinforcing at positions shown on the plans. G. Place 2-#5 bars (1 ea. face) with 2'-0" projection around all openings and re-entrant corners in concrete slabs and walls, unless noted otherwise. H. Footings, slabs, and grade beams shall not have joints in a horizontal plane. Any stop in concrete work must be made at center one-third of span with vertical bulkheads and tapered 2x4 horizontal keyways spaced 12" on center, unless otherwise shown. All construction joints shall be as detailed or as approved by the Engineer. I. Continuous bars in walls, beams and grade beams shall be spliced as follows: 1. Top bars - at mid span 2. Bottom bars - over support 3' All stirrups shall have a minimum of 2-#4 horizontal reinforcing support bars provided as spacers when no other horizontal reinforcing is provided. K. No chloride admixtures shall be added to concrete without Engineer's approval. L. Provide 6 x 6 - W1.4 x W1.4 WWF as minimum reinforcing in mechanical pads. M. Quote price separately for providing an allowance for additional reinforcing, fabrication and placing of 100 feet of #5 (Grade 60) reinforcing bar. Reinforcing shall be added on the shop drawing or placed in the field at the discretion of the Engineer. N. Concrete wall tolerances shall be as follows: Plumbness - story to story........................................................... -1/2' to+1/2" Plumbness- entire height of wall..............................................................H/500 notto exceed.............................................................................1-1/2" PlanAlignment. ........................................................................ 1/2"to +1/2'• Wallthickness ....... ................................................................_ 1/4" to + 1/2" Variation in size & location of sleeve & block outs .................................. -1/2" to +1/2" 0. Allow for additional concrete thickness to compensate for structural member and formwork deflections. Steel: A. The indicated steel connections have been designed and are to be used. B. All structural steel shall conform to ASTM A36 except wide flange shapes which shall conform to ASTM A992 (Grade 50), pipe sections which shall conform to ASTM A53 (Grade B), and HSS sections which shall conform to ASTM A500 (Grade B). C. Structural steel shall be detailed, fabricated and erected in accordance with the AISC "Manual of Steel Construction." D. Provide connections as detailed. Alternate connection details of equal capacity may be considered, provided they are submitted along with calculations. Alternate connection detail drawings and calculations which are submitted must be stamped and signed by a Colorado Registered Professional Engineer. E. All welders shall have evidence of passing the AWS standard qualification tests, and have a current certification. F. Minimum weld size shall not be less than 3/16" continuous fillet weld, unless noted otherwise on the plans. G. Connections made with high strength steel bolts shall conform in all respects to the AISC "Specifications for Structural Joints." 1. All high strength steel bolts shall conform to ASTM A325 and shall be installed to a "snug tight" condition, unless noted otherwise. 2. All high strength steel bolts indicated as "tension control" bolts shall conform to ASTM F1852 (A325-T/C). Note that "tension control" bolts shall be used only at specific locations indicated on the drawings. H. Anchor rods are to be ASTM F1554 36 ksi, unless noted otherwise. Do not weld 55 ksi or 105 ksi anchor rods. I. Steel joists shall be designed, fabricated, and erected in accordance with Steel Joist Institute Specifications. Where steel joists bear on structural steel framing, the joist(s) at or nearest each column on each side of the beam shall be bolted to the beam. J. Joist bridging shall conform to SII specifications unless otherwise shown on plans. Install all required bridging and related miscellaneous steel prior to installing deck. Any alterations to bridging must be reviewed by the Engineer. K. All steel joists to be designed for 300# point load on bottom chord anywhere along joist. L. Steel Deck: 1. All steel deck shall be erected in accordance with the specifications of the Steel Deck Institute. 2. Steel deck capacities are based upon published data by Vulcraft. Steel deck by other manufacturers may be supplied in lieu of that shown provided section properties are equal to or greater than those of deck specified, and if approved by the Engineer. a 3. Deck gages shown on the drawings are to be considered minimum. The deck supplier shall provide the required deck gage based upon the indicated loadings and the actual number of spans resulting from the final layout configuration. 4. Contractor shall provide all additional framing as required for openings through deck larger than 6". 5. Steel deck shall be fastened to supports as indicated in drawings. 6. All structural framing necessary to support deck edges not shown shall be L 3 x 3 x 1/4. 7. Deck supplier shall provide light gage steel closures as required to form slab edges, unless noted otherwise. M. All steel roof joists and roof deck and their connections shall be designed to accommodate a net wind uplift force of 14.0 psf. N. Cold Formed Steel Framing: 1. The cold -formed steel framing materials are to be manufactured by a member of Steel Stud Manufacturers Association (SSMA) in accordance with ASTM A653, formerly A446, and C955. Material sizes and mil thickness are indicated on the drawings. Minimum section properties are to meet or exceed SSMA Product Technical Information publication and referenced in ICBG report No. 4943-P. 2. The minimum yield strength of the cold -formed steel framing components shall be as follows: A. C -studs 54 mil or thicker = 50,000 psi. B. C -studs 43 mil or thinner = 33,000 psi. 3. All cold formed steel framing shall be constructed in accordance with the AISI "Standard for Cold -Formed Steel Framing - General Provisions" unless noted otherwise, and shall comply with all manufacturers' recommendations using the manufacturer's recommended accessories, subject to review by the engineer. 4. The cold -formed framing may be punched or unpunched, except load-bearing steel studs shall be unpunched. 5. All connections shall be welded, screwed or powder fastened as indicated on these drawings. a. Welds- all welded connections shall be performed in accordance with the latest edition of the AWS D1.3 specification for welding sheet steel in structures. All welding shall be performed by AWS certified welders. All welds shall be cleaned and coated with rust inhibitive zinc paint. The minimum weld length shall be 1" for cold -formed steel to cold -formed steel connections. b. Screws- #10 self drilling screws, unless otherwise noted on drawings, manufactured by Buildex or Hilti and installed in accordance with the manufacturer's specifications. Screws shall be spaced a minimum of 1/2" between adjacent screws and from metal edges. C. Powder actuated fasteners (P.A.F.) 0.157" minimum shank diameter P.A.F. as manufactured by Ramset or Hilti and installed in accordance with the fastener manufacturer's specifications. 1. Provide minimum 1-1/2" long P.A.F. for cold -formed steel connections to concrete. P.A.F. in concrete shall be spaced a minimum of 3" between adjacent P.A.F. and a minimum of 2" from concrete edges. Minimum P.A.F. embedment in concrete shall be 1-1/2". 2. Provide minimum 1/2" long P.A.F. for cold -formed steel connections to structural steel. P.A.F. shall be spaced a minimum 1-1/2" between adjacent P.A.F. in structural steel and a minimum of 1/2" from steel edges. The P.A.F. point shall be driven through the back of the structural steel member. 6. Provide Cold -Rolled channel bridging at 4'-0" O.C. vertically in wall framing. 7. All members shall be cut squarely for attachment to perpendicular members or slope cut as required for an angular fit against abutting members. 8. Field cutting of studs shall be done by sawing or shearing. Torch cutting of cold -formed steel members is not permitted. 9. Do not cut or splice cold -formed steel framing members unless indicated by these drawings. 10. Do not bear or connect cold -formed steel members within 9" of the punched openings in the member webs unless the members are reinforced with a minimum 12" long unpunched track or stud at the punched opening. The track or stud reinforcing piece shall be the same size and mil thickness as the punched member. Fasten the reinforcing piece to the member with a minimum of four screws. 11. Additional temporary bracing and shoring shall be provided as required to stabilize the framing and to support construction loads. Temporary bracing shall remain in place until permanent bracing is installed and/or additional construction loads are removed. 12. The contractor shall provide cold -formed steel members at the size and spacing indicated on these drawings. Larger sizes and/or closer spacing may be substituted tuted P rovided the substitutions are coordinated with the project Architectural and Structural drawings. 13. The cold -formed framing details are intended to indicate the member sizes and connections relevant to the cold -formed steel framing. The cold -formed framing details are not intended to be "dimensioned" drawings and should not be used for material take -off lengths. Refer to the architectural drawings for required member lengths. 14. Refer to architectural drawings for all dimensions and locations of openings in walls. 15. Sheathing on the cold -formed steel framing shall be installed as indicated in the architectural drawings and specifications, and in accordance with ASTM C955. Joints in sheathing must be installed at slip locations in the cold -formed steel framing as indicated in the architectural drawings and specifications. 16. These drawings do not include the design and detailing for the interior cold -formed steel framing. 17. Unless noted otherwise, all track sections shall as a minimum match the wall studs in size and mil thickness. 0. Fireproofing considerations (Re: Architectural plans for building classification): 1. All columns, beams or bracing connected to columns are to be considered as primary framing members. 2. All horizontal framing members are to be considered restrained or unrestrained in accordance with ASTM E119, Table X3.1. 8. All dimensions on structural drawings shall be checked against architectural. 9. Engineer's approval must be secured for all substitutions. 10. Verify all openings through floor, roof and walls with mechanical and electrical contractors. 11. During erection of the building, the contractor shall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 12. Do not reproduce contract documents, copy standard printed information, or use electronic CAD files as the basis for shop drawings. 13. The Engineer does not provide inspections of construction. The Engineer may make periodic observations of the construction. Such observations shall not replace required inspections by the governing authorities or serve as "Special Inspections" as may be required by the Building Code. 14. Special Inspections shall be performed by the Owner's Agent in accordance with Chapter 17 of the Building Code for the following: A. Structural steel construction, Table 1704.3. B. All shop and field welding. C. Structural steel details. D. High-strength steel bolted connections. E. Structural concrete construction, Table 1704.4. F. Masonry construction, Level 1 Special Inspection, Table 1704.5.1 G. Soils, Table 1704.7. H. Sprayed fire-resistant materials. 15. General Contractor is responsible for supplying sill angles, machine room beams, and divider beams. Supply and installation of additional required supports and brackets not shown on drawings are the responsibility of the elevator supplier. 16. Significant permanent equipment sizes, weights, and locations are indicated on the drawings as provided to the Engineer during design. Changes in sizes, weights, or locations must be submitted in writing for review by the Structural Engineer. Required supports or braces not shown on the drawings are the responsibility of the equipment supplier. 17. All steel or steel connections permanently exposed below grade shall be coated with a zinc rich paint or Asphalt mastic. 18. All powder actuated fasteners (P.A.F.'s) indicated in the drawings shall be 0.157" diameter HILTI XU PINS (P.A.F.'s) or approved equal, unless noted otherwise. P.A.F.'s to be installed in accordance with the supplier's recommendations and specifications. 19. All expansion anchors indicated in the drawings shall be HILTI KWIK-BOLT-3 for masonry and KWIK-BOLT-TZ for concrete carbon steel expansion anchors with standard embedment or approved equal, unless noted otherwise. Anchors are to be installed and inspected in accordance with the supplier's recommendations and specifications. 20. All epoxy anchors indicated in the drawings shall be HILTI HIT-HY-150 for solid grouted masonry, HIT-HY-20 for hollow masonry, screened as required and HIT-RE500-SD adhesive for concrete anchor system with standard embedment or approved equal, unless noted otherwise. Anchors are to be installed and inspected in accordance with the suppliers' recommendations and specifications. 21. The following is a list of performance -specified items to be designed by others and presented as a deferred submittal in accordance with IBC Section 1063.4.1. All deferred submittals shall be stamped and signed by a licensed engineer. A. Specially designed open web steel joists. 22. Explanation of section designated used: SECTION IDENTIFICATION V - S -X SHEET LOCATION OF DETAILS REINFORCING BAR LAP SPLICE AND TENSILE DEVELOPMENT LENGTH SCHEDULE DETAILS TYPICAL PLAN HORIZONTAL REINFORCING BARS VERTICAL REINFORCING BARS FIC (PSI) BAR SIZE LEVELCPMENr LAP SPLICE DEVELOPMENT LAP SPLICE HSS7X7X 3/8 FINISH LENGTH (IN) LENGTH (IN) LENGTH (IM LENGTH (IN) RE: STEEL 3 22 28 17 22 ----- 4 29 38 22 29 ABOVE DECK 5 36 47 28 36 3000 (NORMAL WT.) 6 7 43 63 56 at 33 48 43 63 lu 8 72 q3 55 72 0222 9 81 105 62 81 D1 10 91 118 70 91 W14 3 4 20 27 26 35 16 21 20 Z7 AND PERIMETER. 8-#10 SIDE LAP SCREWS PER SPAN 5 33 43 26 33 3500 6 40 52 31 40 (NORMAL WT3 7 8 58 66 75 86 45 51 58 66 N/A 9 75 97 58 75 64q PLP 10 84 10q 65 84 W24 3 19 25 15 19 02 31 4 5 25 31 33 41 19 24 25 31 40700 (NORMAL WT.) 6 7 37 54 49 7t 2q 42 37 54 W30 8 62 81 48 62 M&C, q 70 91 54 70 0.222 10 7q 1102 1 61 179 NOTES L THIS SCHEDLLE WAS DEVELOPED ACCORDING TO AGI 31&OB, SECTION IZZZ ALL HORIZONTAL BARS ARE CONSIDERED TO BE 'TOP BARS' FOR SIMPLICITY. ADD # STEEL COLUMN BASE PLATE DETAILS TYPICAL PLAN DETAIL TYPICAL BASE PLATE ELEVATION AT HSS COLUMN SIZE OF MARK DECK BASE F - 2 HSS7X7X 3/8 FINISH OIM.FNISION 'T' I CONC. THICKNESS TOTAL REINFORCING RE: STEEL 1, 8` S' COLUMN I I TEMPLATE ----- TYPE SCWEIxLE I I PLATE HSS COLLAMEQ, EQ COPE 1 ABOVE DECK RE: STEEL HSS6X6X3/8 - I€N4/FTI COLUMN �/a TYR (IN'/FT) SHEAR SCHEDULEF 8.3 1)3" (MINI) lu 4Y3' NORMAL i NON -SH NRINK p �Z € 0222 NON-METALLIC W 7 ® UNCOATED TOP GROUT. D1 u WEIGHT 5000 (MIN.) PSI N W14 3 36 x 923 Ya" 58,7 PRIME BOTTOM AND PERIMETER. 8-#10 SIDE LAP SCREWS PER SPAN 25.0 W16 k, \\-4-1"0 _..-- yi FOUNDATION ANCHOR 339 45J RODS U.NLO. %-0 PUDDLE WELDS, 36/5 PATTERN AT SUPPORTS 02 STANDARD WAST -ER N/A N/A N/A SANDWICHED BETWEEN 0201 Q222 0234 NUTS U.N.O. 64q PLP STEEL DECK SCHEDULE SCHEDULE NUMBER CONCRETE SLAB THICKNESS CONNECTION CAPACITY - ORn (KIPS) MIN. SECTION PROPERTIES PER FOOT OF WIDTH} SIZE OF MARK DECK REMARKS 2 HSS7X7X 3/8 FINISH DECK FASTENING REQUIREMENTS CONC. THICKNESS TOTAL REINFORCING FY 1, TN S' 5, DIAPHRAGM HSS5X5X1 /4 TYPE 6 HSS8X8X3/8 COPE 1 ABOVE DECK THICKNESS HSS6X6X3/8 W8 I€N4/FTI (IN4/FT) (IN'/FT) (IN'/FT) SHEAR N/A 8.3 R 1' x 12' x l' -O' WIC, 4Y3' NORMAL 36' x 6)<' 6x6-W29x WZ9 W.W.F. 50 KSI 0186 0222 0.224 0.231 1865 PLF UNCOATED TOP %'0 PUDDLE WELDS, 36/4 PATTERN AT SUPPORTS D1 1.5VLJ 20 WEIGHT 6` CHAIRED AT MID -DEPTH W14 3 36 x 923 Ya" 58,7 PRIME BOTTOM AND PERIMETER. 8-#10 SIDE LAP SCREWS PER SPAN 25.0 W16 k, 4 36 x 1263' yi 78.3 643 339 45J PRIME TOP %-0 PUDDLE WELDS, 36/5 PATTERN AT SUPPORTS 02 L5620 N/A N/A N/A 33 KS( 0201 Q222 0234 0.247 64q PLP PRIME BOTTOM AND PERIMETER. q-#10 SIDE LAP SCREWS PER SPAN 97.q 97.9 2)}' NORMAL4' W24 6x6-W2.gxWZq W.W.F. 50 KSI 0186 0.222 0224 02 31 649 PLF UNCOATED TOP L %'0 PUODE WELDS, 36/5 PATTERN AT SUPPORTS 03 1.5VL 20 WEIGHT MIN. CHAIRED AT MID -DEPTH 137,0 137.0 W30 8 x 24Y{ PRIME BOTTOM AND PERIMETER. q-#10 SIDE LAP SCREWS PER SPAN 156.0 M&C, T NORMAL WV 6x6-WZ9xW2,9 W.W.F. 50 KSI Q186 0.222 0.224 0231 1836 PLF UNCOATED TOP 36'0 PUDDLE WELDS. 36/4 PATTERN AT SUIPPORT5 04 1.5VL20 MIGHT Yi CHAIRED AT MID -DEPTH 19ZO 1910 1920 W40 11 PRIME BOTTOM AND PERIMETER. 6- 10 SIDE LAP SCREWS PER SPAN NOTES DX 210.0 210.0 1. RE* PLANS FOR DECK MARK AND LOCATIONS NOTED 1"JS: NOTES Z STEEL DECK TYPES AND PROPERTIES CORRESPOND TO VU..CRAFT PUBLISHED DATA. PROPERTIES INDICATED ARE MINIMUM AND TO BE USED FOR SUBSTITUTIONS. 3. RE- DETAILS AND SECTIONS FOR ADDITIONAL SLAB REINFORCING. 3. MINIMUIM EDGE DISTANCE = 1)14' FOR ALL CONNECTED PARTS. PROVIDE APPROVAL 4. BOLT SPACING = 3•. INSPECTOR. AT FRAMING INSPECTION A. DECK SHALL BE INSTALLED OVER 4 SUPPORTS (3 SPAN CONTINUOUS) UNLESS SHOWN OTI-ERWiSE ON PLAN. 6. SHORT-St-OTTED "OK S TO Be PROVIDED IN SWEAR TAB PLATES. 5, POUR STOPS AND SUPPORTS AT CCLUAuNS TO BE INSTALLED BY DECK SUPPLIER_ & ALL BOLTS ARE TO BE A325 -N EXCEPT AT C000ECTIONS DESIGNATED AS 'SC ON PLANS. 'SC' CONFECTIONS ARE TO BE CLASS 'A' SLIP-CRITICALJOINTS WITH P:852 TENSIOWCONTROL BOLTS UNLESS NOTED OTHERWISE IN DETAILS. PROVIDE 2 VERTICAL COLUMNS OF 901 -TS AT 5C' CONNECTIONS. SPACE BOLT COLUMNS 3' 6. RE: GENERAL NOTES AND SPECIFICATIONS FOR AODITICNAL INFORMATION. LISTED DO NOT APPLY TO THE SLIP RESISTANCE CAPACITY CF SLIP -CRITICAL CONNECTIONS. 4 A325 -N BOLTS ARE TO BE FULLY THREADED BEARING TYPE CCNNECTION AND ARE TO BE NSTAI I F TO A •SNUG-TIGWr CONDITION AS DEFINED IN THE AISC STEEL BEAM SHEAR TAB CONNECTION SCHEDULE (LRFD) SCHEDULE NUMBER FILLET CONNECTION CAPACITY - ORn (KIPS) BASE PLATE (T x B x N) SIZE OF .SHEAR NG. H F1' I' x 1 O' x I'-2" REMARKS 2 HSS7X7X 3/8 FL1 Y4' x 13' x 1'-1" 8` 3 BOLTS IL1 Y2" x 14' x l'-2' SIZE UNCOPED SINGLE SINGLE DOUBLE 5 HSS5X5X1 /4 I'LI' x 1 O' x 0'-1 O' 6 HSS8X8X3/8 COPE 1 COPE 2 COPED HSS6X6X3/8 W8 2,36 x MV Yi 34A 123 N/A 8.3 R 1' x 12' x l' -O' WIC, 2 36' x 6)<' Yi 39,0 20.1 N/A 43 TRASH ENGLO U E GATE PbST W12 * 3 3s' x 963' VV 58,7 3Z6 IIA 2Q8 W14 3 36 x 923 Ya" 58,7 45.8 2Q9 25.0 W16 k, 4 36 x 1263' yi 78.3 643 339 45J W18 4 3k' x 1263' Yi 78.3 77.1 545 65.0 W21 5 36 x 1513' Y4' 97,9 97.9 97.q 97.9 W24 6 alb' x 18Y3` Y4' 117.0 117.0 117.0 117.0 0027 7 3A` x 2112' yi 137.0 137.0 137,0 137.0 W30 8 x 24Y{ Y4' 156.0 156.0 M&C, 156.0 W33 q x 2763 Y4 174.0 174.0 174.0 174,0 0036 10` x 301E Yi 1910 19ZO 1910 1920 W40 11 x 3314' Yi 210.0 210.0 210.0 2100 NOTES 1, MINIMUM YIELD STRESS FY: PLATES - 36 KSI, HSS SHAPES - 46 KSI. W.SHAPES - 50 KSL STRENGTH BOLTING AND Z MINIMJM TENSil F STRESS, FU, PLATES - 58 KSI, HSS SHAPES - 58 KSI, W -SI -APES - 65 KSL ALL HIGH FIELD WELDING REQUIRESSPECIAI. 3. MINIMUIM EDGE DISTANCE = 1)14' FOR ALL CONNECTED PARTS. PROVIDE APPROVAL 4. BOLT SPACING = 3•. INSPECTOR. AT FRAMING INSPECTION REPORT 5. STANDARD HOLES TO Be PROVIDED N BEAM WEB. 6. SHORT-St-OTTED "OK S TO Be PROVIDED IN SWEAR TAB PLATES. 7. ALL WELDS ARE TO USE F-70XX ELECTRODES. & ALL BOLTS ARE TO BE A325 -N EXCEPT AT C000ECTIONS DESIGNATED AS 'SC ON PLANS. 'SC' CONFECTIONS ARE TO BE CLASS 'A' SLIP-CRITICALJOINTS WITH P:852 TENSIOWCONTROL BOLTS UNLESS NOTED OTHERWISE IN DETAILS. PROVIDE 2 VERTICAL COLUMNS OF 901 -TS AT 5C' CONNECTIONS. SPACE BOLT COLUMNS 3' APART AND PROVIDE TWE NII'MaR OF HORIZONTAL BOLT ROWS. SHEAR TAB TWCKNESS AND LENGTH, AND WELD INDICATED IN THE SCHEDULE NOTE THAT VALUES LISTED DO NOT APPLY TO THE SLIP RESISTANCE CAPACITY CF SLIP -CRITICAL CONNECTIONS. 4 A325 -N BOLTS ARE TO BE FULLY THREADED BEARING TYPE CCNNECTION AND ARE TO BE NSTAI I F TO A •SNUG-TIGWr CONDITION AS DEFINED IN THE AISC MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OT ERWI515. IQ ■ PROVIDE 2 BOLTS WITH 6Y3' LONG SWEAR TAB PLATE FOR W12 BEAM AT `SINGLE COPE T CONDITION ONLY. PROVIDE SHEAR TAB PLATE THICKNESS AS SPECIFIED. 11. ** PROVIDE 3 BOLTS WITH q)3, LONG SHEAR TAB PLATE FOR W16 BEAM AT -SINGLE COPE T CONDITION ONLY. PROVIDE SWEAR TAB PLATE THICKNESS AS SPECIFIED. 12 SEE DETAILS BELOW FOR ADDITIONAL OETAILING REOLIREMENTS, THE ENGINEER IS TO BE NOTIFIED OF ANY FRAMING CONDITION WHICH DOES NOT MEET THE CRITERIA PROVIDED EITWEFR IN TINS SCHEDUI.,E OR ELSEW-ERE IN THE DRAWINGS. 13. N/A INDICATES CONDITION WI -ERE CONFECTION FRAMING TYPES OUTLINED IN THIS SCi-EOULE 00 NOT APPLY. RErER TO PLANS AND DETAILS FOR ALTERNATE CONNECTION FRAMING AT THESE CONDITICNIS, WHERE APPLICABLE. 14, M51GN BASIS OF SCHEDULE BASED ON AISC MANUAL CF STEEL C0146TRLOTION LFRD 13TH EDITION 12005 SPECIFICATIONS). IS, BEAM WEB DEPTH FOR DOUBLE COPE CONDITION MUST BE GREATER THAN OR EQUAL TO SWEAR TAB DEPTH MINIMUM COPE BEAM ACCORDINGLY. IT MAX.) 16. OETAILER TO INFORM ENGINEER OF COPE CONDITIONS NOT COMPLYING WITH CONDITIONS SHOWN IN OETAILS, 17. NOTE: SINGL-E COPE 2 15 BASED ON A TRIMMED BOTTOM FLANGE CONDITION AND HIGI- J CAPACITIES FOR NON-TRIWAF-0 CONDITION SHOULD BE DETERMINED SEPARATELY FROM THIS SCWEOUL-r- UNCOPED 3- MAX. 3- V66 3/4 ( COLUMN 1 I (1 ....................._ STEELBEAM II - - - II I I 00155 I I I COLUMN I II ( 1I ( I SWEAR TAB SLOT TWRU HSS I I -- ( FRAMING CONN. COLLfA4 WHEN I SLIP CRITICAL 3 CONT•ECTION IS I SLIP -CRITICAL SI -EAR PRESENT AT THE TAB FRAMING CONNECTION 3' MAX. TO HELD OPPOSITE SIDE OF TWE COLUMN TYPICAL SEAM -TO- TYPICAL SC BEAM TO COLUMN CONNECTIONS COLUMN CONNECTION SINGLE COPE 1 SINGLE COPE 2 DOUBLE COPE 6' MAX, AT -- M -W24 W MAX. AT 6' MAX. AT W8& -W24 8' MAX. AT 6' MAX. AT W8-0024 W MAX. AT 0027-0040 W27 -W40 W27 -W40 i ivy i v � I� RE.: NOPE #15 I ( TRIM BOTTOM FLANGE AS I / 3' MAX TO WF1D 1 REQUIRED TO ACCOMMODATE # OF BOLTS SPECIFIED 3' MAX TO WELD 3` MAX TO WELD TYPICAL BEAM -TO -BEAM CONNECTIONS STEEL LINTEL SCHEDULE STEEL COLUMN SCHEDULE MARK COLUMN SIZE BASE PLATE (T x B x N) REMARKS 1 HSS6X6X3/8 F1' I' x 1 O' x I'-2" LOOSE LINTEL 2 HSS7X7X 3/8 FL1 Y4' x 13' x 1'-1" 8` 3 HSS8X8X3/8 IL1 Y2" x 14' x l'-2' 4-I Y8" 0 F-1554 105 KSI ANCHOR RODS (2'-0' EMBEDMENT) 4 HSS8X8X3/8 F-IYz'xIO'x1'-4" 4-lYs"O F1554 105 KSI ANCHOR RODS (2'-0' EMBEDMENT) 5 HSS5X5X1 /4 I'LI' x 1 O' x 0'-1 O' 6 HSS8X8X3/8 RE: S-300 FOR BASE PLATE DETAILS W/ GUSSET PLATE 7 HSS6X6X3/8 R 1' x 12' x I' -O' WIDTH OR LESS OF MASONRY. 8 HSS6X6X1 /4 R 1' x 1 O' x O'-1 O' 9 HSS5X5X 3/8 R 1' x 12' x l' -O' 1 3 3 5 6 EY'x8'x0'-8' STAIR ANDING POST 11 40 STANDARD PIPE /a'xl2 x0'-10' TRASH ENGLO U E GATE PbST OTES� 1. PROVIDE Y4' CAP PLATE AT ALL COLUMNS UNLESS NOTED OTHERWISE. 2. RE: STEEL COLUMN BASE PLATE DETAILS THIS SHEET FOR ADDITIONAL BASE PLATE AND ANCHOR ROD INFORMATION. 3. USE TEMPLATES TO SET ALL ANCHOR RODS IN CONCRETE. STEEL LINTEL SCHEDULE OPENING SITE LINTEL BEARING EACH END REMARKS 6.-6' OR LESS WT4xl4 8` LOOSE LINTEL OVER 5'-6' Wr6 xis 8` LOOSE LINTEL OVER 10-0' L5x5x% _ RE: 9/S-600 FOR DETAIL NOTES' - 1. PROVIDE ONE STEEL ANGLE FOR EACH 4' WIDTH OR LESS OF MASONRY. Z THIS SCWEDLI_E IS TO BE USED FOR NCNh-LOAD BEARING WALLS ONLY. RE: ARCH. FOR SPECIFIC LOCATION. STRUCTURAL DRAWING INDEX SCHEDULES AND DETAILS LEVEL 1 - FOUNDATION PLAN LEVEL 2 FOUNDATION / FLOOR / LOW ROOF FRAMING PLAN LEVEL 3 - ROOF FRAMING PLAN LEVEL 4 UPPER ROOF FRAMING PLAN BRACED FRAME ELEVATION AND DETAILS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS GOLD -FORMED FRAMING DETAILS COLD -FORMED ELEVATIONS DAV I S PARTNERSHIP ARCHITECTS Denver l2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303) 399-5154, FAX (303) 333-9501 Email: Info@sci-denver.com sci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information Sheet Information Sheet Title: GENERAL NOTES AND SCHEDULES CONSTRUCTION SET 01/24/2013 Sheet Number: S-100 DPA Project: 12415.00 -1-1011 ­SPART­SHIP,PC. O 27'-O• 27'-0• 27-0• 12•-0• 15 0 27-0• 6'-0 6 5/8 OPEN -HOLE SOILS REPORT \ IS REQUIRED AT FOOTING 71 D.1 E F G INSPECTION 4oOo PSF \ / LEVEL 1 - FOUNDATION PLAN NOTES: 1. BOXED NOTES O INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. xxx'-xx 2. TOP OF SLAB ELEVATION = 100'-O' UNLESS NOTED THUS . ELEVATION 100'-O' = U.S.G.S. ELEVATION 5474.33'. 3. TOP OF PAD FOOTING ELEVATION = 97'-6•, UNLESS NOTED THUS: (XXX' -XX'). 4. TOP OF STRIP FOOTING ELEVATION = 97'-6 UNLESS NOTED THUS xxx° 5. (D INDICATES PAD FOOTING TYPE, RE: SCHEDULE ON SHEET S-101. 6. sFx INDICATES STRIP FOOTING TYPE, RE: SCHEDULE ON SHEET S-101. 7. Q INDICATES STEEL COLUMN TYPE, RE SCHEDULE ON SHEET S-100. 8. TOP OF PILASTER ELEVATION = 99'-4•, UNLESS NOTED TNUSxxx xx_ 9. TOP OF WALL ELEVATION = 100'-0', UNLESS NOTED THUSXo 10. TOP OF BRICK LEDGE ELEVATION = 99'-4', UNLESS NOTED THUS: T.o eI. XXX' -XX' ' 11. FOR TYPICAL SLAB -ON -GRADE CONSTRUCTION AND CONTROL JOINTS, RE: 1/S-101. 12. CENTER ALL FOOTINGS UNDER COLUMNS UNLESS NOTED OTHERWISE. 13. CENTER ALL STRIP FOOTINGS UNDER WALLS UNLESS NOTED OTHERWISE. 14. --INDICATES BRACED FRAME LOCATION, RE: SHEET S-300 FOR ELEVATIONS. 15. RE: 3/S-101 FOR STEPPED FOOTING DETAIL. 16, RE: 2/S-101 FOR REINFORCING CONFIGURATION AT WALL INTERSECTIONS. 17. RE: ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR REQUIRED SLEEVES OR BLOCKOUTS IN FOUNDATION WALLS AND FLOOR SLABS. 18. ®INDICATES TOP OF SLAB DEPRESSED 2•. COORDINATE SIZE AND LOCATION WITH ARCHITECT. 19. OINDICATES 4' THICK RAISED HOUSEKEEPING PAD FOR MECHANICAL EQUIPMENT. COORDINATE SIZE AND LOCATION W/ SUPPLIER PRIOR TO CONSTRUCTION. TRUE PLAN NORTH NORTH IA ■11111M■■ ■ON■■ ■■��■ ■ENN ■N■■ DAV I S PARTNERSHIP ARCHITECTS Denver l2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303) 399-5154, FAX (303) 333-9501 Email: Info@)sci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information in C0 G y m cc M u Sheet Information Sheet Title: LEVEL 1 - FOUNDATION PLAN CONSTRUCTION SET 01/24/2013 Sheet Number: S-201 DPA Project: 12415.00 COPYPIGHT 2011 -DAVIS PARTNERSHIP, PC LEVEL 2 - r /111 I \ Il lr. A --P- I i*� . I IVU 1 C5: 1. BOXED NOTES © INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. 2. TOP OF SLAB ELEVATION = 114'-8- UNLESS NOTED THUS x� x�xx 3. TOP OF PAD FOOTING ELEVATION = 111'-2' UNLESS NOTED THUS: (XXX' -XX'). 4. TOP OF STRIP FOOTING ELEVATION = 111'-2' UNLESS NOTED THUS:x�x-x- 5. Q INDICATES PAD FOOTING TYPE, RE: SCHEDULE ON SHEET S-101. 6. F-sF-x7 INDICATES STRIP FOOTING TYPE, RE: SCHEDULE ON SHEET S-101. 7. Q INDICATES STEEL COLUMN TYPE, RE SCHEDULE ON SHEET S-100. 8. TOP OF PILASTER ELEVATION = 114'-O', UNLESS NOTED THUS: x0x xx• cl. TOP OF WALL ELEVATION = 114'-8', UNLESS NOTED THUS:xOx xx 10. TOP OF BRICK LEDGE ELEVATION = 114'-0', UNLESS NOTED THUS:ro eL XXX'-xx- Il. FOR TYPICAL SLAB -CN -GRADE CONSTRUCTION AND CONTROL JOINTS, RE: 1/S-101. 12. CENTER ALL FOOTINGS UNDER COLUMNS UNLESS NOTED OTHERWISE. 13. CENTER ALL STRIP FOOTINGS UNDER WALLS UNLESS NOTED OTHERWISE. 14. - - INDICATES BRACED FRAME LOCATION, RE: SHEET S-300 FOR ELEVATIONS, 15, RE: 3/S-101 FOR STEPPED FOOTING DETAIL. FRAMING 16. RE: 2/S-101 FOR REINFORCING CONFIGURATION AT WALL INTERSECTIONS. TRUE NORTI- 17. RE: ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR REQUIRED SLEEVES OR BLOCKOUTS IN FOUNDATION WALLS AND FLOOR SLABS 18. TOP OF STEEL BEAM ELEVATION = 114'-2' UNLESS NOTED THUS: (XX)<' -XX'). IcL TOP E SLOPING STEEL BEAM ELEVATION NOTED THUS r.o.s. ALL HIGH STRENGTH BOLTING AND xxx-xx . SLOPE TOP OF STEEL FIELD WELDING REQUIRES SPECIAL BETWEEN ELEVATIONS NOTED ON PLAN. INSPECTOR. PROVIDE APPROVAL 20. <X') INDICATES CAMBER OF STEEL BEAM. REPORT AT FRAMING INSPECTION 21. PROVIDE 3/4'x4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS: [XX] WHICH INDICATES TOTAL NUMBER OF STUDS. EQUALLY SPACE N.A.S. ALONG BEAM UNLESS NOTED OTHERWISE. 22. �- INDICATES METAL DECK TYPE AND DIRECTION OF SPAN, RE: SHEET S-100 FOR METAL DECK SCHEDULE. 23. RE: SHEET S-100 FOR STEEL BEAM CONNECTION SCHEDULE. 24. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. 25. COORDINATE SIZE AND LOCATION OF ROOF DECK PENETRATIONS FOR MECHANICAL DUCTWORK WITH ARCHITECT, MECHANICAL ENGINEER AND SUPPLIER. 26. FOR SUPPLEMENTAL SUPPORT OF ELEVATOR GUIDE RAILS, RE: 15/S-500, 16/S-500 AND 17/S-500, 27. RE: SHEET S-100 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS. STAIR FRAMING PLAN NOTES: 1. BOXED NOTES Q INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. 2. RE: ARCHITECT FOR STAIR GEOMETRY. TRUE PLAN NORTH NORTH ■011■ MENEM ■■��■ KNEE ■■■■ DAVIS PARTNERSHIP ARCHITECTS Denver Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 1 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303) 399-5154, 3-9 FAX (303) 33501 Email: l nfo@sci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 01/24/2013 1 Project Information Sheet Information Sheet Title: LEVEL 2 - FOUNDATION / FLOOR / LOW ROOF FRAMING PLAN CONSTRUCTION SET 01/24/2013 Sheet Number: S-202 DPA Project: 12415.00 COP-GHT 2-n -DPVIS PgRTNEgSHi P. P C. 5480 5475 5470 5465 5460 Of w w Z 0 Fy w N a_ X W O w Cr 0+00 1+00 2+00 3+00 4+00 WATER SERVICE LATERAL HORIZONTAL SCALE : 1"=20' VERTICAL SCALE 1"=2' 5485 5480 5475 5470 5465 A B C D E F I I �II I II I I III II II j I I I- II_ I� 11=1 " - I I III III III III III II I III III III III III III III III III ll i l l -I 11 -111 -III -II I III -III III -I I 11=111=111=1 I 1=III-III=111 III III I III I III III III -II III III III -III III -I 1I11=111=111= I 1=111 EXISTING GRADE 6" I i 1 � ill I II II II I 11=1 11=1 116=II-111111-111=111=1 =1 11=1 I =1 111 I I-1 I �rii =1 11=1 11=1 11=1 111 11=1 11=1 I I -I 1=1 I1=11-111111-IIII -I -III -III -I -III -III -III 111=1 III -III -III --I I ------- --- 1 1=1-I 1=1 -III ' 1=1 11=1 I I -I 11=1 I I -III -I 11=1 I I -III -I I =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I III -III 1 -III 1 -I 11=1 11=1 11=1 11=1 11=1 11=1 I I -I I t=1 I I-1�-1 I I I -I I -I I I -I 11=1 I -1-J 1=1 1=1=1 1 11=1 11=1 I I I I I=1, 11 1=1 I 1=1 I I- -- ---._._.-.---._...._.-.------- -- ALL PLACED PRIOR COMPACTED TO ILL SHALL B INSTALLATION -I I -I 11=1 I I -III -I 11=1 I I -I 11=1 11=1 11=1 I I-1 I I -III-I I 1=1 11-1=1 I I-1 1=1 111 -1 11=1 11=1 11=1 11=1 I I -III -III -III -I i I-1 I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 -1 I I -III I I S ' 1=1-1 i W 0 H + 1=1 -I =I I-11111=III=III=I -I 1 -III -III -III -I 1-I i -III -III -III -I I I -I I -I I I=III=III=III=III -I 11=111-I I -1 11=1 11=1 11=1 I -I I -1 I -I I I I=I I I=111=111=I I I=I I I=I I I=111=111 -I OF ANY FINISHED GRADE III WATERLINES Q- X -III=III=III=III / / 71 11=L=1 11=1 11=1 I II I I -I I II 11=1 I� ALL COMPACTED FILL SHALL BE -III-III=111=III-I _ _ _ _ _ =III=III==111 1111 -III-III-III-III-III-III-III-III-III-I III _ _ _ _ _ _ _ 1111=III=III=III=111111111-III =1 I -III -III -III -I 1=I 1=1 11=" _ _ h' 11/11/111 III„11JJ � I -- - I PLACED PRIOR TO INSTALLATION OF ANY WATERLINES -I 11=III=III=1 I I=11 I=11 I=�=III=111=111=111111=111=11 -III-III-III-III-I I_I tttrttl=(11=tttl-t=ltl-til=ter=ltt=ll�=tt1_ III I -III -III -I I -III I -III -III -III I -III -III -III -III - i� -III -III ll I II=11-'_ I � ! =1 I H I-1 I I I-1 -1 -1 -1 L=-1 L=I-1 IJ l -- 1=11 I-11 =iMm I- IJ 1=T-T=T-1-1I-1T_I=1 f=T-T- I-III-III=1 I -I f� I I fi=1 1=1 1=1 1=1 1=1 1=1 INTI=1 1=1 -1 f-1T1-1-1TI-1TI-1 1=1 II=1 I-1-1-1 I-1 1=1 I-1-1-1-1 I -11i-1 I I-1 11=1 11=1 11=f -_ _ _- III 1 1 I 1_- 1-111-111-111-11-1-1 I- -1 1=1 11=1 I-1 I i LI L=1 111-1 L -III -1-1 II -1 I I I=1-1 1=1 1=1 1=1-1 11=1 = I 1=1 1= fill Imo' III II, III=III=III=1111 I I=f 11=III=1 I I=1 11=1 I I l�,I III II I, III II II IIII III Il, Z V 111 III111 l-1 .III I Illlli1L� -1 -1 -1 -1 -1 -1TI ITI-1 I-1 -1 -1 - -1 -1 -1 -1 -1 -1 -1 -1 -1 II -1 -1 -1 -1 I -1 -1 -1 -1 -1 f-1 -1 -1 -1 -1 -1 -i L=1fi-1 I H I-1 I I-1 I I-1 11=1 I I-1 11=1 I L=1� ITI-1 L=1 l L=1I-1 L=1 -1 -1 -1 ISI -1 - -1 -1 -1 -1 I -T- - I =LI a !L_ L I1 �. Ili Ill 1 I ! 11_ I I-1 I L= 1 L=1 I- -I II GRADE -III III -III I 1111 =111-11 L- II II III II II III III _ EXISTING GRADE - III II-III III II III -III III=1 I III III -L=1 III Ily 6' C900 CPVG 1=1 =1 I -1 -I -�=1 1=1 1=1 1=1 I-111=1 1111111 I, I l l l l l ISI I - C-111 111111 111111 11=1 I I I I I I I I -I 111 I I1 1111111, I 11$1 111 „11 I I, I l l I„ I I I u, 11� I ISI I I I hLI 1_ III III -I I 111-1 LI�1 z I� I I III TI -1 I I 11=1TH I I l tJ I J_ -I 1J�11L=L-� I I- Il -ll I -u -I1' F----- -..---- -_.----._.---- ..------ 1=III-III=1 I I-III=111=1 I I=1 ----- w I I-III-III-III-III=11 I_ N I I I -111 � -- i t l ,Ih„ o I I� 111 111 -III 111= I III < I -111=1I 111 -111 -Ills VIIIII Illi ly>u o �ITi✓ -111 -III -I 11=1 I I I" -- ..__.-_.. ..---- ---t--------- - ci EXISTING GRADE Z o Of UN Z M] '' N 0o ------f-- ------- --------- --- -- - 1 - I I H Zo a� oN Q+ =1 1=1 I=1L111 =1 1=1 l 1 1=JJ=1-1I�-ElI1= III=III-111=III=III-111=111-' i �+ o� 0< 0 < �� a Q 111-III=III-II f 711 1 I=III I -III=11 I- �, �-III=11=1EllII=11=�=1I Tf=1 11=1-111: z-1TI=JIII-1 =1 Imo' 't N I--III=1 I I -III f/ 11=Uy'= - -I 11=III=III=111=III=� !-24 1=III=I III -III -111 -III -III -111111 -III -III � I I I I I I I I: -I IL III-111=111-III=1� 3 0� -III-III-III-III-III-III= -III- I -III-III-III-111-III-III-III-III-III -III-III- .11l III -III -IIIA' ��� ye III -III -III -III -III -III -III -III -III -I I ' I I -III -III -III -i I I -III -III -III -I I H I I -III-I h I I I-I� P III -III -1 I -III -III -III -III -III -III -I III=111=111=1 I I=1 I I -I 11=1 I I=1 I I-11 � I -III-111111=III=Ll-1J1=III=111 o + N a Quo O III -III -III -i I I-III-III=1 I I -Uy -I1=11=11=11=1 L-171 � N ��� 6 I :111=111=111 10- ,. C900 ® 0.4% (PVC-CLPiSS 150) -- 1-�1 ----------._...---------�---- --- I i I I 150) 00 (PVC CLA55 150) � c0 Z 0 j 00 (PVC CL ASS I W w N I a I I I j I I I - W w J I - > -_------__—_--__—_ F- W 7 WQ ! I j l I O ~ � J U I J >� O J >h N N p Of O -m co a m 0+ ! I U J w I D Z N j O_ O Y S I 1 _ rn-------_-__-- 0 < �- v1 m N > J I i I 1 �rOH DIV) It ------_-i-. I I > Q wZ OQ o m Q - < 3 w cn Z a 8" 900 (PVC CLASS 150) >Ow Q azcn F >> o Yw- w — >N H' O_ W > J J a wa U3JN ,Wwo Q oQ Z� w 0_^ w Q w >N 3 NO , o Z� Z m o O + W Jw+ Y 0 0 O- WN OU Z 0- Z - w, + O O _ r wc0 �+ H+ o Q 0 ! DD+ M m0 O + J J d OQ W a O m N VI O N N W "M f~n QXw Mw F u1 NH No X U s H e H DON DON _ _ ..___._ __-- X N-- ! _ _. - �_DO W la- to W N 0+00 1+00 2+00 3+00 4+00 WATER SERVICE LATERAL HORIZONTAL SCALE : 1"=20' VERTICAL SCALE 1"=2' 5485 5480 5475 5470 5465 0+00 1+00 2+00 3+00 HYDRANT LATERAL HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' 5485 5480 5475 5470 5465 I N } i 5460 5480 5475 5470 5465 5460 N t Z 3450 5475 5470 5465 i N .41 5460 A B C D E F l �II PLACED PRIOR TO INSTALLATION _ _ II III III III II II I FINISHED GRADE 3" I- II_ I� 11=1 " - II III I I I III III III III III II I III III III III III III III III III ll i l l -I 11 -111 -III -II I III -III III -I I 11=111=111=1 I 1=III-III=111 III III I III I III III III -II III III III -III III -I 1I11=111=111= I 1=111 EXISTING GRADE 6" I i 1 � ill I II II II I 11=1 11=1 116=II-111111-111=111=1 =1 11=1 I =1 111 I I-1 I �rii =1 11=1 11=1 11=1 111 11=1 11=1 I I -I 1=1 I1=11-111111-IIII -I -III -III -I -III -III -III 111=1 III -III -III --I I 1 1=1-I 1=1 -III ' 1=1 11=1 I I -I 11=1 I I -III -I 11=1 I I -III -I I =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I III -III 1 -III 1 -I 11=1 11=1 11=1 11=1 11=1 11=1 I I -I I t=1 I I-1�-1 I I I -I I -I I I -I 11=1 I -1-J 1=1 1=1=1 1 11=1 11=1 I I I I I=1, 11 1=1 I 1=1 I I- J 7 -I I -I 11=1 I I -III -I 11=1 I I -I 11=1 11=1 11=1 I I-1 I I -III-I I 1=1 11-1=1 I I-1 1=1 111 -1 11=1 11=1 11=1 11=1 I I -III -III -III -I i I-1 I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 -1 I I -III I I S ' 1=1-1 + W 0 H + 1=1 -I =I I-11111=III=III=I -I 1 -III -III -III -I 1-I i -III -III -III -I I I -I I -I I I=III=III=III=III -I 11=111-I I -1 11=1 11=1 11=1 I -I I -1 I -I I I I=I I I=111=111=I I I=I I I=I I I=111=111 -I -I I I_1ll Q Q- X -III=III=III=III 11 -I 1=1 11=1 11=1 11=1 I -I 11=1 11=1 11=1 -I I T-III=III=III=111=III-III=III-III-11111=III=III-III-III=III-III-III-� 71 11=L=1 11=1 11=1 I II I I -I I II 11=1 I� ALL COMPACTED FILL SHALL BE -III-III=111=III-I _ _ _ _ _ =III=III==111 1111 -III-III-III-III-III-III-III-III-III-I III _ _ _ _ _ _ _ 1111=III=III=III=111111111-III =1 I -III -III -III -I 1=I 1=1 11=" _ _ h' 11/11/111 III„11JJ � I -- - PLACED PRIOR TO INSTALLATION OF ANY WATERLINES -I 11=III=III=1 I I=11 I=11 I=�=III=111=111=111111=111=11 -III-III-III-III-I I_I tttrttl=(11=tttl-t=ltl-til=ter=ltt=ll�=tt1_ III I -III -III -I I -III I -III -III -III I -III -III -III -III - i� -III -III ll I II=11-'_ I 11=111111=11HI1111111111=III=III=III=111-111-111111=III-Ulm -III=1 I I=1 11111-III-III=1 I I=1 I I=1 I I=1 I-III=1 I I-III=1 I I=1 I � ,lll= J' III II, III=III=III=1111 I I=f 11=III=1 I I=1 11=1 I I l�,I III II I, III II II IIII III Il, III III III III I I Imo' I II h-1 GLA55 150, FINISHED -I II GRADE -III III -III I 1111 =111-11 L- II II III II II III III _ EXISTING GRADE - III II-III III II III -III III=1 I III III -L=1 III Ily 6' C900 CPVG III -III III-III=III-III-III 111-III-III-III=1 I I=�-1 -III-III-III-III=1 I I=1111 III-III=1 III=1�1-1U 11=1 I I -I 11=1 I I -I i I -I I IJl' I I=1 I I=1 I I=1 I I=1111 h 1=III-III=1 I I-III=111=1 I I=1 `111-11=W VIII-1I11=1I1=1I1=1I1=111=III IIHIHII-I 11=1 11=1 11=1 111 11=1 I -III-111111-I I-1 11=1 I 1=1 11111=1 =1 I I� 11 F - I I =III-IIHIHII=III=1 I I=III=11 I-III=� III=III=III=III=III=Ti-Ti=III Iy � =1 1=1 I=1L111 =1 1=1 l 1 1=JJ=1-1I�-ElI1= III=III-111=III=III-111=111-' _ _ - I-1 =11 11 111-III=III-II f 711 1 I=III I -III=11 I- �, �-III=11=1EllII=11=�=1I Tf=1 11=1-111: z-1TI=JIII-1 =1 Imo' I--III=1 I I -III I1=111 -I I I -III -III- N 1-111-111=1Ia -III-III-III-J1-III: O -III-III-I I1=JllJ I I I=1 11=1 11=1 I I -I 11= 11=Uy'= - -I 11=III=III=111=III=� !-24 1=III=I III -III -111 -III -III -111111 -III -III � I I I I I I I I: -I IL III-111=111-III=1� 3 0� -III-III-III-III-III-III= -III- I -III-III-III-111-III-III-III-III-III -III-III- .11l III -III -IIIA' ��� ye III -III -III -III -III -III -III -III -III -I I ' I I -III -III -III -i I I -III -III -III -I I H I I -III-I h I I I-I� P III -III -1 I -III -III -III -III -III -III -I III=111=111=1 I I=1 I I -I 11=1 I I=1 I I-11 � I -III-111111=III=Ll-1J1=III=111 o + N a Quo O III -III -III -i I I-III-III=1 I I -Uy -I1=11=11=11=1 L-171 � N ��� 6 I :111=111=111 10- 1-�1 I i I I 150) 00 (PVC CLA55 150) c0 Z 0 00 (PVC CL ASS W w N I a ZO W DO In W w J i I > > F- W 7 WQ O O ~ � J U I J >� O J >h N N p Of O -m co a m 0+ ! I U J w I D Z N j O_ O Y S a- oo _ rn-------_-__-- 0 < �- v1 m N x� �� ID rn V) 0a i �rOH DIV) It ------_-i-. 0+00 1+00 2+00 3+00 HYDRANT LATERAL HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' 5485 5480 5475 5470 5465 I N } i 5460 5480 5475 5470 5465 5460 N t Z 3450 5475 5470 5465 i N .41 5460 0+00 WATER SERVICE EXTENSION HORIZONTAL SCALE : 1"=20' VERTICAL SCALE 1"=2' � I rely urv�u FLOW / TEST \ / COCK 1 4� - \ ' MANHOLE ' SUMP ACCES DRAIN / BSE PLAN _FROST ,PROOF LID_ 2� BATTLEMENT MESA METROPOLITAN DISTRICT BATTLEMENT MESA, COLORADO 5475 5470 C900 (f 5465 NOTES 1. INSTALLATION OF BACKFLOW PREVENTERS ARE REQUIRED AT THE DISCRETION OF THE DISTRICT WHEN A BACKFLOW CONDITION COULD RESULT IN A HEALTH HAZARD. 2. BACKFLOW PREVENTERS, COMPLETE WITH VALVES, TO BE FEBCOSERIES 805YD OR EQUAL 3. THE BACKFLOW PREVENTERS AND VALVES WILL BE INSTALLED INSIDE THE BUILDING WHENEVER POSSIBLE. 4. MANHOLE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF METER VAULT. 5. AT VALVE ONLY TO BE USED, CLASS 150 CONFORMING TO AWWA C500 FLANGE TYPE. 6. RING & COVER - WITH FROST PROOF LIE) WEIGHT 110 LBS. OR EQUAL, RER CAST INTO LID. 7. PRECAST MANHOLE - ASTM C478, FLAT TOP, CONCIETE GRADE RINGS. 8. BACKFLOW PREVENTERS SHALL BE INSTALLED ON ALL SPRINKLER SYSTEM TAPS DOWNSTREAM FROM THE METER VAULT. 9. ON INSTALLATIONS WHICH CANNOT HAVE THE WATER OFF FOR 30 MINUTES FOR TESTING, DUAL BACKFLOW PREVENTERS SHALL BE INSTALLED. 10. INSTALL TEST COCK UPSTREAM OF FIRST VALVE. 11. BACKFLOW PREVENTER MUST HAVE TEST COCKS. SIZE A B C D E F ALL COMPACTED FILIi SHALL BE PLACED PRIOR TO INSTALLATION OF ANY WATERLINESI 40%4 2EX 4% 10 1616 30 FINISHED GRADE 3" I- II_ I� 11=1 " - - - - - -1 IL -I ll -'-”- 4% 28 5Y 1016 23Y4 30 EXISTING GRADE 6" I i 1 � ill I II II II I 8" C900 (PVC CLASS 150) 65 413'4 7 15% 37%1136 6 I 0_ W J 7 Q w 00 > + W 0 H + r p + O <0 O Q Q- X LN I NN _ H DON 0+00 WATER SERVICE EXTENSION HORIZONTAL SCALE : 1"=20' VERTICAL SCALE 1"=2' � I rely urv�u FLOW / TEST \ / COCK 1 4� - \ ' MANHOLE ' SUMP ACCES DRAIN / BSE PLAN _FROST ,PROOF LID_ 2� BATTLEMENT MESA METROPOLITAN DISTRICT BATTLEMENT MESA, COLORADO 5475 5470 C900 (f 5465 NOTES 1. INSTALLATION OF BACKFLOW PREVENTERS ARE REQUIRED AT THE DISCRETION OF THE DISTRICT WHEN A BACKFLOW CONDITION COULD RESULT IN A HEALTH HAZARD. 2. BACKFLOW PREVENTERS, COMPLETE WITH VALVES, TO BE FEBCOSERIES 805YD OR EQUAL 3. THE BACKFLOW PREVENTERS AND VALVES WILL BE INSTALLED INSIDE THE BUILDING WHENEVER POSSIBLE. 4. MANHOLE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF METER VAULT. 5. AT VALVE ONLY TO BE USED, CLASS 150 CONFORMING TO AWWA C500 FLANGE TYPE. 6. RING & COVER - WITH FROST PROOF LIE) WEIGHT 110 LBS. OR EQUAL, RER CAST INTO LID. 7. PRECAST MANHOLE - ASTM C478, FLAT TOP, CONCIETE GRADE RINGS. 8. BACKFLOW PREVENTERS SHALL BE INSTALLED ON ALL SPRINKLER SYSTEM TAPS DOWNSTREAM FROM THE METER VAULT. 9. ON INSTALLATIONS WHICH CANNOT HAVE THE WATER OFF FOR 30 MINUTES FOR TESTING, DUAL BACKFLOW PREVENTERS SHALL BE INSTALLED. 10. INSTALL TEST COCK UPSTREAM OF FIRST VALVE. 11. BACKFLOW PREVENTER MUST HAVE TEST COCKS. SIZE A B C D E F G IN INCHES) 2" 40%4 2EX 4% 10 1616 30 60 3" 41% 25% 02 10 22Y4 30 50 4" 4% 28 5Y 1016 23Y4 30 72 6" 56 34A 6% 12h 30}6 36 84 8" 65 413'4 7 15% 37%1136 84 NOTE; IF REDUNDANT CONNECTION TO WATER SYSTEM S NOT MADE, 2 -INCH BYPASS PIPING IS REQUIRED AROUND DOUBLE CHECK VN_VE ASSEMBLY. .,,,,..�"L (4" DEPTH) DOUBLE CHECK VALVE BACKFLOW PREVENTER ZL CALL UTILITY NOTIFICATION CENTER OF COLORADO o OO -922-19) 0 7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND Vertical Scale: 1 Inch = 2 Feet Horizontal Scale 20 0 0 20 ao 1 ° = 20' (Original Graphic Scale) (C) COPYRIGHT 2012, LANDMARK CONSULTANTS, INC. ■UN■■ DAVIS PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant 141 9th Street - P.O. Box 774943 Steamboat Springs, Colorado 80477 Phone (970) 871-9494 - Fax (970) 871-9299 w w w. L A N D M A R%- C 0. c o to Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information Sheet Information Sheet Title: WATER SERVICE PROFILES CONSTRUCTION SET 01/24/2013 Sheet Number: C- 1 6 DPA Project: 12415.00 COPMI(iHT 21N1 -NNIS PNRNEPSHIP. P.C. CLEANOUTI LANDSC, RETAIN (DESIGN BY EXISTING F ;OR 35) )DY WYE 'OORDINATE FOOTER CROSSING / NITH SEWER SERVICE CALL UTILITY NOTIFICATION CENTER OF COLORADO o0000 -g22-I � 90 7 CALL 2 BUSINESS DAYS IN ADVANCE Vertical Scale: 1 Inch = 2 Feet Horizontal Scale 2p 0 10 20 1" = 20' (Original Graphic Scale) C) COPYRIGHT 2012, LANDMARK CONSULTANTS, INC. ■902■ WOMEN ■O■■ DAV I S PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant 141 9th Street _ P.O. Box 774943 Steamboat Springs, Colorado 80477 Phone (970) 871-9494 — F.'(970) 871-9299 www. LANDMARK - C O.corn Issue/Revisions Date No. Issue: v_o O 7 N H 7 01/24/2013 `Oo 0+ Z L0 wa 0ao 01/24/2013 1 ADDENDA#2 02/11/2013 2 m o X I-- JH OH zwl ZN� 5460 a0N rnN 0+00 0+45 4" SEWER SERVICE HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' CALL UTILITY NOTIFICATION CENTER OF COLORADO o0000 -g22-I � 90 7 CALL 2 BUSINESS DAYS IN ADVANCE Vertical Scale: 1 Inch = 2 Feet Horizontal Scale 2p 0 10 20 1" = 20' (Original Graphic Scale) C) COPYRIGHT 2012, LANDMARK CONSULTANTS, INC. ■902■ WOMEN ■O■■ DAV I S PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant 141 9th Street _ P.O. Box 774943 Steamboat Springs, Colorado 80477 Phone (970) 871-9494 — F.'(970) 871-9299 www. LANDMARK - C O.corn Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information Sheet Information Sheet Title: SEWER SERVICE PROFILES CONSTRUCTION SET 01/24/2013 Sheet Number: C- 1 DPA Project: 12415.00 11PYRIGHT-1 OAV1—TNERSHIP, RC 5495 5490 5485 5480 5475 5470 5465 5495 5490 HOPE 4.07. 5485 5480 5475 5470 5465 Q N O W II 4- > Z N 0+00 °D s 1+00 2+00 "0° 3+00"0D a 4+00 00 n R STORM SEWER 5475 5470 5465 5460 0+00 NORTHWEST STORM SEWER HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' EXISTING GRADE--\ i I I I I I. I i FINISHED GRADE CONST. SET 01/24/2013 Revisions: / ADDENDA #1 01/24/2013 1 I 02/11/2013 2 I I I 0,2.0% 2 �PE HDPE / ,2 HDPE 0 O / 00 Z a N FOq U O LOO o W O �n ao O ao6e �a,`rn't o06 gid' IIS ��OIIW ZoaII woo zto I + zto II r+ I tr1= on+ wno mII o� mllzoo cello a>< >� ��>> ow�> WZW U� ?(n / ¢axZ i / i EXISTING GRADE / / / / i / I / 0 OQE ®,f9% O N W M ,8 HD W I I t!)wto Nooz IIN Cow QLL7+ �N > —H+�Ilo / / I I ZK NaZN ->aof of I / I i I i i EXISTING GRADE / i FINISHED GRADE / ®�0 / / / / / / / / / I 02.0% I 2.0% Z N N O U U w U Z > N x O N U W w� '0 (n J Z O Q ^ rn 0 U oo+ z a o U Z rnO W n r Wn W �w N W N�nOp�o� r7 W W �� co gW5o�of ��w�-T'"0 ��o�� 7"z– N "�O J ZWII� Jd' ZW11 Ilr+ "� IIS+ Jam en ll J W z�IIH 11 O03> OO IIZoompZzo�IIZoNmIIZo caII?oWf jE»� ��»>� J�»� �!»»lbWNN N UKZZZy Z�ZN Ud.ZZ Ud'ZZfn 5495 5490 HOPE 4.07. 5485 5480 5475 5470 5465 Q N O W II 4- > Z N 0+00 °D s 1+00 2+00 "0° 3+00"0D a 4+00 00 n R STORM SEWER 5475 5470 5465 5460 0+00 NORTHWEST STORM SEWER HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' EXISTING GRADE--\ i PERMIT SET FINISHED GRADE CONST. SET 01/24/2013 Revisions: / ADDENDA #1 01/24/2013 1 FINISHED GRADE 02/11/2013 2 / 0,2.0% 2 �PE HDPE 2 ,2" ,2 HDPE 0 O 00 Z a N FOq U O LOO o W O �n ao O ao6e �a,`rn't o06 gid' IIS ��OIIW ZoaII woo zto I + zto II r+ I tr1= on+ wno mII o� mllzoo cello a>< >� ��>> ow�> WZW U� ?(n UZZ(n ¢axZ HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' 5475 5470 5465 5490 5485 5480 5490 5485 5480 5475 2 475 0+00 1+00 NORTHEAST STORM SEWER HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' CALL UTILITY NOTIFICATION CENTER OF COLORADO o OO� 322-191 9 �7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND Vertical Scale: 1 Inch = 2 Feet Horizontal Scale zo 0 10 20 ao 1" = 20' (Original Graphic Scale) (C) COPYRIGHT 2012, LANDMARK CONSULTANTS, INC. ■EME■ ■■.■- ■. ■. ■ ■ENE MENEM DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 (Denver, C080205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, C081632 970.926.8960 Consultant L NAW" DI�� CONSULTANTS,INC - 141 9th Street _ P.O. Box 774943 Steamboat Sponge, Colorado 80477 Phone (970) 871-9494 - Fax (970) 871-9299 w w w. L A N D M A B%- C O. c o to Issue/Revisions Date No. Issue: PERMIT SET FINISHED GRADE CONST. SET 01/24/2013 Revisions: / ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 / i i i EXISTING GRADE / i / 0 OQE O N W M W n n OND t!)wto Nooz IIN Cow QLL7+ �N > —H+�Ilo SII ZZoow ZK NaZN ->aof of 5490 5485 5480 5475 2 475 0+00 1+00 NORTHEAST STORM SEWER HORIZONTAL SCALE : 1"=20' VERTICAL SCALE : 1"=2' CALL UTILITY NOTIFICATION CENTER OF COLORADO o OO� 322-191 9 �7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND Vertical Scale: 1 Inch = 2 Feet Horizontal Scale zo 0 10 20 ao 1" = 20' (Original Graphic Scale) (C) COPYRIGHT 2012, LANDMARK CONSULTANTS, INC. ■EME■ ■■.■- ■. ■. ■ ■ENE MENEM DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 (Denver, C080205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, C081632 970.926.8960 Consultant L NAW" DI�� CONSULTANTS,INC - 141 9th Street _ P.O. Box 774943 Steamboat Sponge, Colorado 80477 Phone (970) 871-9494 - Fax (970) 871-9299 w w w. L A N D M A B%- C O. c o to Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information Sheet Information Sheet Title: STORM SEWER PROFILES CONSTRUCTION SET 01/24/2013 Sheet Number: C- 1 DPA Project: 12415.00 COPYgIpM-- AVS—E—IP. PC. FIRE HYDRANT FOR FUTURE COORDINATE GAS/ CONNECTION , SERVICE EXTENSION FOR BURY ELEVATION = 5471.8 I FUTURE CONNECTION h STA 0+77 _ I / WITH EXCEL ENERGY 3 -FT I 12" HDPE PUP I / CALL UTILITY NOTIFICATION }� % / ; ' /' ,+/ / I - 8" X 6" REDUCER I CURB INLET #8 CENTER OF COLORADO (/�/ i � ;' �' � / � w �Q STA 0+73 -oOoOo-922-1gon �7 } 3 -FT PUP l CALL 2 BUSINESS DAYS IN ADVANCE / ' / ' 8" GATE VALVE OQ , ' ' ' % /� /� I / �� STA 0+69 40�' ' BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. WATER SERVICE EXTENSION STORM SEWER FOR FUTURE BUILDING " c/ �- SEE PROFILE ON SHEET C108 I + / ,SE PROFILE ON SHEET C106 / / 8" X 8" TEE : 'oo : ° ° ory ti / CURB INLET #9 / Lr) LO g , STA 3+40 = STA 0+00 �' V� / / }/ ' g.. / c C,90, INLINE DRAIN #10 A 5 / A (3) 6., PVC 0< STORM SEWER q .Cc CONDUIT SLEEVES SEE PROFI4E ON SHEET CX108 Or 00 90' BEND EMERGENCY GENERATOR {�� STA 4+05 SEE ELECTRIC SITE PLAN I. / ELECTRIC CONDUIT M �° 6., a �, ELECTRIC SITE PLAN, / % j �pVC° 8" C900 - PVC CLASS 150/ (PRIVATE) / TRANSFORMER / ELECTRIC SITE PLAN INLET #111 101 SEE PLUMBING PLANS PVTA 4 6 ^, n , a ` F / S+21 � - �+° �ps� CURB INLET #12 htK (3) 6" PVC CONDUIT SLEEVES O �/ `0.1 ` t1 (3) g„ PVC CONDUIT SLEEVES � \ / 41 n z 1 LOT 1 c�$ TOWN CENTER r 5 �9, " Q .a, < ° ° Y%� �3" F �S n^.,,(>.w« , w r kM� r✓=. Yb � COORDINATE GAS / v `, ° d O i a /°° SERVICE WITH EXCEL a A FILING NO. 6 ) / ENERGY`.' V" xatk?,e'y F / 11.807 f ACRES d !'a,, �y4, ,t (9 / /' ��. I I O "J� O ' SEWER MANHOLE SP1 \ 1 ° q ,O '� RIM = 5462.23 � c`o\� 8" INV IN (N) = 5454.13 SERVICE 1'llL/LAAAT//ER�ALyp.,u ° I I a° /8" INV IN (E) = 5454.13 SEE PROFILE ON SHEET C106g„r� /, r.,•' ',F 1 / ° ° d INV OUT (S) = 5454.01 / '1� ! ''d / 8” GATE VALVE STA 0+82- �� 3 -FT PUP k / 1 I ! I /STA 0+78 = STA80+00 ' 3—'T PUP SITE LIGHTS \� + 4 e 1 8" GATE VALVE FI 1 � I U RE HYDRANT (PRIVATE) VERTICAL BEND SEE ELECTRIC SITE PLAN STA 0+67 `' STA 0+04 BURY ELEVATION = 5474.50 CURB INLET #2 I I I nX VERTICAL BENDA °d ^I ° INLINE DRAIN #7.,>»sr STA 0+51' CqsS Cg d _ ui.veT^"`^s; "„i,;.�ri-.;wc k t�) ,. r LOCATION MAY VARY BASED \ /S 0 , - l �I ° I 1 ° *';y '"«^a,�kx' _ ,- DATA MANHOLE ,; �a�3 ON DEPTH OF EXISTING Opp p�C poP /�`�' ° 6" SEWER SERVICE °I �'. ° ,S. t"s'�a, SEE TECHNOLOGY / n / 1 q '' 3_ WATER MAIN AT TIE-IN Rig c,°'o"�r STA 1+55 SITE PLAN +�\ ',,. gTFJ \ o \,'Z - d SEE PLUMBING PLANS 5460 / °d +. R VAULT ,F- /8•• \:: GQ O INV = 5468.83 4" SEWER SERVICE UNDERGROUND ELECTRIC h y0 ^'O SEE PLUMBING PLANS ` - ' STA 0+45 90' BEND pp �, 12" HDPE STA 0+41 8" X 6" SWIVEL TEE Q4/,�I. DOUBLE CHECK VALVE BACKFLOW PREVENTOR \V /� Q & GSTAV0+54 ALVE�O STA 1+42 1 \ SEE DETAIL ONS STA 0+EET 012 / d 8 X - , " j 3 -FT PUP 'x 4" PVC SDR) 35 I "` CONDUIT w W� SEWER MANHOLE SIP1 p r p 6" REDUCER 1 - DEE TECHNOLOGY X RIM - 5458.96 ° ° Gpo 8" GATE VALVE STA 1+49 (PRIVATE) ° ! \ 0 \ sk }5 -- STA 0+57 : ° l ° ISITEPLAN 8" INV IN (N) = 5449.41 - 8' X 4" FULL BODY WYE S+ / 8" INV IN (E) = 5449.41 - ° 3 -FT PUP ;' v d = STA 0+00 I.. ' •1.:. ` °�` STA 1+39 ° H ` \Sx 8" INV OUT (W) = 5449.06 d, \ - 1 8" X 6" . I J STA 0+62\ w 1 ° t d , 12" X 8" TAPPING SLEEVE AND VALVE %� � d � � ' 4" CLEANOUT I CONTRACTOR TO PROVIDE 48 HRS NOTICE TO / A V V ° LOCATE IN LANDSCAPE AREA, I A 1 1 METRO DISTRICT PRIOR TO MAKING TAP A , HYDRANT LATERAL : `�\w s _ SEE PROFILE ON SHEET C106 x0 STA 0+27 �I � 1 STA 0+00 9 �\ CURB INLET #1. � \ � �� 0 I \ \ ' I N c> � \ E #r VICE SE - d SEWER SER , 4" SE I ° C9 \ \ \\\ �� PROFILE ON SHEET'107 6= I 0 / OQ `\ STORM SEWER \� &•" CPQ \ ' ' SEE PROFILE ON SHEET C108� 6•• /vpp I d° `I. S\ �� \ C90 V F S \ ,I d, A 0 0 Q \ ��C(gSS�� -100 d V d v \ 3 CURB INLET 5& 6 N w \ +00 FIRE HYDRANT (PRIVATE) # # � I BURY ELEVATION 5485.35, I \X 11 A 465 STA 3+24 f \w a„ HOPE VAV1 �� 61, O , # 4+0/ L 3 SEE STORM ig^ INLET°w .} 8' SEWER SEE, PROFILE ON SHEET C107 Sgt c' 8 HDPE xs v�L �,� L 0Qi' PLAN LEGEND CLEANOUT mks = STA 0+42.5 PR WATER LINE 60' BEND PROPERTY BOUNDARY �Xs� �� —.—_—°—°—°—�— '� ° — - - - - - - — EX EASEMENT N } PR VALVE AND FIRE HYDRANT "s\ STA 0+39 d L - ' _ - \ - ° _ gTFJ_.0 II SEWER MANHOLE SIP3 ;' a -- EX BACK OF CURB AND FLOWLINE X _ �—�—�-/—•- PR WATER BEND AND REDUCER s�+ '� \ x � RIM 5472.82 \ °\ _ 6° 90' BEND _ ( 63.3. STA 3+02 -------------------------------EX EDGE OF ASPHALT —����� PR WATER RESTRAINED LENGTH + N 463.42 - - ---__.._^ AX\,°' +s IN OUT S) = 5 �' �v \ 5N�1; --- ��8" VIN N 54 \ _ 4° _ _ EX CONCRETE ® Y (- PR WATER VAULT, PLUG AND BLOW -OFF s\ - -- -- .. EX ASPHALT— _— v \ice _—_—_—_—_— PR SANITARY SEWER I _._.._.._.._._-------- _-- - - EX FEMA FLOODPLAIN - �+ I +'/ SITE BENCHMANRK ----------- --- EX HIGH WATER MARK [— t�[— PR SANITARY SEWER MANHOLE AND CLEANOUT s\+�� "_ I II Q-N,� IREBA AND517 AL MIINUM CAP LS NO. 11643 PR UNDERGROUND GAS - - ------6800------ EX MAJOR CONTOUR— PR UNDERGROUND ELECTRIC+s \``��', i k ` \ CONNECT SEWER SERVICE TO EXISTING MANHOLE. / ��n� ------- ---------- EX MINOR CONTOUR +s I ,' CORE DRILL EX MH WALL AND BASE AND PROVIDE A —�—_[—�—"^—�^— PR UNDERGROUND FIBER OPTIC \ '`� I PSX POSITIVE SEAL GASKET AT NEW INVERT. -.=--x<—�—�—�- EX SANITARY SEWER LINEPR UNDERGROUND TELEPHONE AND DATA REMOVE EXISTING 5 -FT STUB, GROUT INVERT AND —=-*-rv—E-=-N—E-*-^'— \ ^_ , ` r\\ II� CHANNEL AS NECESSARY TO PROVIDE A WATERTIGHT 0 © EX SANITARY SEWER MANHOLE AND CLEANOUT PR 5 -FT CONTOUR SEWER MANHOLE SIP2 SEAL AND SMOOTH INVERT CHANNEL. GROUT SHALL RIM = 5471.64 BE SUITABLE FOR FEATHERING APPLICATIONS AND \ (3) 6" PVC \ I C I -w—�'—=w--ry—•r- EX WATER LINE XS\ -- }2 PR 1 -FT CONTOUR , _ __ � 8" INV IN (S) = 5461.01 INSTALLED PER THE MANUFACTURE'S CONDUIT SLEEVES I �o EX WATER MANHOLE AND CURB STOP 8" INV IN (E) = 5460.80 RECOMMENDATIONS. PR ASPHALT PAVEMENT \ ' -1 \x 8" INV IN (N) = 5460.70 -STA 0+00 EX GATE VALVE AND FIRE HYDRANT II s sx g^ INV OUT (W) = 5460;64 �`7 PR CONCRETE PAVEMENT DATA MANHOLE \ I I ° ° / r LAN LOGY xs x5 XS , � -,_—,_ —•[ _,—_ EX UNDERGROUND ELECTRIC LINE PR PEDESTRIAN RAMP 1:12 MAX ' \'' '\` .. \ SEE TECHNOLOGY \ SITE P ,1 \ I t EX TELEPHONE LINE 1 I PR STACKED ROCK WALL (BY OTHERS) \\ EX FIBER OPTIC LINE SURFACE RUNOFF DIRECTION/FLOW XS - Ax y1 I, ' X ISI \ ` - ----1-_.- __ _ _ _ _ .. °d d'. 1 ' PERMIT SET 12/17/2012 I 01/24/2013 i / ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 / / I i i / I t I I I I I I I I I I I, /I I I I I I I (P Cn 1 I 1 1 I I I I I I I I 1 ' PERMIT SET 12/17/2012 I 01/24/2013 i ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 / / I I I I I I I I, I I I I I (P Cn 1 I 1 1 I I I I I I I I 1 BATTLEMENT MESA METROPOLITAN DISTRICT APPROVED FOR CONSTRUCTION FOR 1 YEAR FROM THIS DATE: DISTRICT ENGINEER DATE INITIAL ACCEPTANCE DISTRICT ENGINEER DATE BATTLEMENT MESA METROPOLITAN DISTRICT SHALL NOT BE LIABLE FOR THE MAINTENANCE OF THE PRIVATE WATER AND SEWER IMPROVEMENTS SERVICING LOT 1, TOWN CENTER, FILING NO. 6. Contour Interval =1 Foot Horizontal Scale 20 0 10 20 40 111 = 20' (Original Graphic Scale) (C) COPYRIGHT 2012. LANDMARK CONSULTANTS, INC. souls ■NE100 6 IN SEMEN EME N ■ ■ ■ DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 Consultant ONSULTANTS, INC:- 141 9th Street -- P.O. Box 774943 Steamboat Springs, Colorado 80477 Phone (9 0) 871-9494 '-Fax (970) 871-9299 w w w. LAND MARK -CO. c o m Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 ADDENDA#2 02/11/2013 2 Project Information 0 G CD 0 ca i V Sheet Information Sheet Title: WATER AND SEWER UTILITY PLAN CONSTRUCTION SET 01/24/2013 Sheet Number: C- 1 DPA Project: 12415.00 CAGY HT 11. ­­N­1P.Pe. 12 13 O N N ■Oii ( 5 O r� N A B C D D.1 E F G 141'-1 O' 27-0' 27-0' 27'-0' 12'-0' 15' O' 27-0' 6'-0' 15° J J.4 /2 2 K /p. \ /O• 53-'9• I 40,10__300, / \ E.O.D. 5' 19 FROM GRID 1 S-501 _ T.O.S. ' ( \14X22 I I \14X22 WI4X22 - = 128'-10 3/4' \14X22 I 22K7 22K7 I 0K1 \16X26 20 --- !- I 222K7 `' I I I �/ S-501 T.O.S. 15 - m I W1�2K7 I �.� ( X X I �p \16X31 p \16X31 _ pn Xp p = 129'-4 I/2' -50 T.O.S. - Ix pp// �\ \ / j x v \/ \ / = 129'-4' E.0 D. 3' INDICATES BRACING O YW16X31 x I XW16X31 X I X I I /� J� X WI8X35 I / 1.1 FROM GRID AT SCREEN WALL I p/\ �/ 1� ' \ / �( JJJ \\\ / \ / \ / \ 20K4 POST. RE 13/5-501 W pX�2 1 ` 7 Q dd�` - WI6 26 x 22K7 I v ( 22K i �1 N 22K7 4 10K1 4X22 N _ I 22K7 I p I b o N 9 'o X m 12 -t, { ?-< x w I N OK/ N\ /V� 1 I e v .0 5-501 N _W i() V116X31�+ JVD 22K7 N U 22K7 4L r' 22K 3 N 22K7 IOKI �0 20K4I / Q v-� 1 p X 1 \16X26 /\ m I I 3 N HS56X6X1/2 �� I u� co N I v 2 o O t { O POST ABOVE Iy/6 5-501 3 'EDp I I O ,o o RE: S-204 10 31 ,p N 22K7 I N 22K7 22K7 22K7 22K7 IOK1 2CK4 / 20 / 5-501 N\ I O 1.1 'o ZT .1 l i 3 0 5-501 O I J K14>(22 10 22K7 22K7 22K7 \16X31 SC W18X50 SC SG WI8X35 v� 2pK J 4 J 1 2q0 'o im 22K7 -7 22K7 C — — — — — T.O.S. ' � � .'�..__ � 4 / 6� 0 N 3'-10' 9' -300 20K4 = 129'-3 I/4' 22K7 22K7 1 N \16X31 W16X31 22K7 ! 2pK �vk 2gK2 n 5-501 8 � �---N � - ----- -- � SIM. - WIOX12 X 1 2' 129' 8' k !O v iv in 5-501 f I ° W 6X31 _ m 5-501 m m 20K 4 k\ ?O X 22K7 X m 22K7 N_v \16X31 _ _ X a° v I X 1O. g X I 22K7 3 'o !� N E K LELEVATOR 6 x 4 x 3ja AT 24 N 3 � X .� WIOXI2 I O I ` %` IO V I' X_ _ 3p0 GU DE RAILS K2 v> �' W16X31 L _ �3 3- - _\16X31 _ ,_ - - J' F4 ' a RE NOTE 11 . 22K7 v 22K7 3 - � N 22K7 2CK4 2pK4 k cv 7-6' 4'-2' I.O.S. 24K7 O 0 6 n 22K7 RTU -1 RE MEGH= 129'-1 3/4' rn io rZ,X50 22K7 . I h to 22K7 5-501 22K7 n 22K7 Y ( 128'-6 3/4' ) WT. = 15,500# 22K7 WI8X35 , 2pK41 - - 22K7 O 5 240 47 S-501 10 N 122K7 22K7 n 22K7 22K7 22K7 � � � 14K3 Il 2pK4 2 L i I 4• S-501 4K2 n \ v 22K7 22K7io 1 I22K7 22K7 22K7 X m I B 14K3 2pK I X\ A X m X Do 3 300 22K7 v 22K7 I° 300 N 'o N N + RTU -2 ° IY v 22K7 3 c0 22K7 a- 22K7 7 N WI4X22 REQ MECH. 14K3 ? k \ N WI6X31 \S -V501 \16X31 WT. = 15,500# N 24,x2 i 3 p \ v 'v - - v - - - -is-_s X12 �v CWIOX12 8x iDOX12I14K3 222K7 22K7 22K7 WIOX12 W16X31 % Al 4X22 300 1.O.S.24/`2 K 18 1h 29' 8' WIOXI2 "WWVA4X2222K7 \16X31 SC SC \16X31 SC v 5 501 _\16X31 _....SC_. SC O (C WIBX35 SC WIOXI2 WI4X22 6X31 O 24K2 l ` Gy zo 22K7 22K711' 6' 8'-1 O' 6' 8' 6'-8' 4' 5' 3'-1 O' T-6' 4' T i0 22K7 i o 22K7 22K7 \14X22 ROOF HATCH ?qr4 4 1 _ OPENING 24K2 S-501 S 501 O 22K7 'O 22K7 N 22K7 O O N �_ 22K7 m 10K1 iry RE 9/5-501 \ v 3 N , X m, x 1 I 'O •o k\ 2pK "' 22K7 I e 1 I io I I O N 1 I 1 OKl � o CO 24K\ Q v ' 22K7 I i0 I 22K7 I 1 22K7 1 N m 22KSP1 N � v X o l 1 WI4 I I I v 2oK v� \ X22 — \14X22 U 2 N 22K7 3 r0 22KSP1 I I 6X26 2gK2 I N \14X22 n T.O.S. e \ r I N N = 128'-9 1/4' 2p,K 2 ? I n m 22KSP1 I NT.O.S. b E.O.D.O' SIM. �= 128'-10 7/8' 6 240N 22KI v 1 q 5501 7 5,501 FROM GRID le - 3 N 2 O _ OK o 5 501 ai \ I I m W14X22 W 2X14 2X14 M 0 22KSP1 \ i 5' (SLOPES) 5, -. 2pKSP2 ^ 2gK2 p 1 W14X22 ^� WI4X2 0 - - - ry \ - 5 501 ` v� X 5518X6X5/16 T.O.S. \12X14 2pr` 2 ^ o = 129'-2 5/8' ` \ 4.1? id X HSSI8X6X5/16 (127'-2') E.O.D. T.O.S. m 2gK2 p 3 2 N (12T-2' ) 5 501 5 501 p HSS18X6X5/16 Q GRIDID- 1.S 2 5/8' 2pK 2 S" ip ( 127'-2') 1 6X5/16 "' k 1 14 Aoosi E 558X 4 ) 1 2pK ^ ^ 24K2 O ANGLE FRAME\ \ q 1C=SS8X6X5/16 HSS8X6X5/16 - 129'- ( 129•-4•) 50 ( 129' 4• ) —W4X26 WI4X22 _ 2 ,j N vi FOR ROOF DRAIN 10') / RE 9/5-501 _ 10 \8X15 0 (\14X26 I 20K4 I n^� 24K2 O v CEILING MOUNTED EXAM -60 13 (126'-10') ( 126-10') ` LIGHT SUPPORT, RE: 10/S-502 - — 50 _ kW4 ■oms■ ■ENEM ■. ■, ■ ■ENE ■■■■ DAV 1 S PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303)399-5154,FAX (303) 333-9501 Email: Info@sci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information O 2 cc wn 5W G W E _CD M� W 2 V „J V U `J U, v v \/ LEVEL 3 - ROOF FRAMING PLAN NOTES: Sheet Information TRUE PLAN 1. BOXED NOTES © INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. NORTH NORTH Sheet Title: 2. TOP OF SLAB ELEVATION NOTED THUS: LEVEL 3 - ROOF 3. TOP OF STEEL BEAM ELEVATION NOTED THUS: (XXX -XX'). FRAMING PLAN T.O.S. 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS: xxx-xx-\ . SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED ON PLAN. 5. TOP OF WIDE FLANGE BEAM PARALLEL TO JOIST = JOIST BEARING +2Y2', UNLESS NOTED OTHERWISE. 6. � INDICATES METAL DECK TYPE AND DIRECTION OF SPAN. RE: SHEET S-100 FOR METAL DECK SCHEDULE. 7. RE: SHEET S-100 FOR STEEL BEAM CONNECTION SCHEDULE. CONSTRUCTION B. — —INDICATES BRACED FRAME LOCATION, RE: SHEET S-300 FOR ELEVATIONS. SET 01/24/2013 9. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. Sheet Number: 10. COORDINATE SIZE AND LOCATION OF ROOF DECK PENETRATIONS FOR MECHANICAL DUCTWORK WITH ARCHITECT, MECHANICAL ENGINEER AND SUPPLIER. 11. FOR SUPPLEMENTAL SUPPORT OF ELEVATOR GUIDE RAILS, RE: 15/S-500, 16/S-500 AND 17/S-500. 12. 'XXKSPX' INDICATES A K SERIES JOIST WITH A NON-UNIFORM LOADING. RE: SHEET S-101 FOR THE SPECIAL STEEL JOIST LOADING SCHEDULE. S-203 13. RE: SHEET S-100 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS. DPA Project: 12415.00 00PMIGHT2011 -DAVIS PARTWRSHIP, PL. RE: ARCH. FOR 2 LOCATIONS - — - \8X15 W14X22 (126'-10' ) M T.O.S. 24K2 N/ O - 126' 10' / Y WW 12q' = 129'-4' p E.O.D. -50 / p�o W8XI5 FROM GRID 1C G io 6 ( 126'-11 1/2') 2 iq m 50 c0 S-501 3 10 e S-501 N o \8X15 �„ JOIST BRIDGING \ i X N ( 127-0 7/8' ) X N IN ACCORDANCE _ �o WITH SS -11 \ N in X NI REQUIREMENTS T \8X15 _ ( 127'-2 1/4') _ io -� 8 WI OX15 50 i ( 127-3 5/8%) i0 I IF I 0 (V HSS18X6X5/16 ( 127'-2' ) 12 7 -50 -50 54'110' 38'-10' 14'-6' 8' 26-2' 27'-0' i 27-0' 27'-0' 12'-0' 15'-0' 27-0' 5' 6'-0' ■oms■ ■ENEM ■. ■, ■ ■ENE ■■■■ DAV 1 S PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303)399-5154,FAX (303) 333-9501 Email: Info@sci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information O 2 cc wn 5W G W E _CD M� W 2 V „J V U `J U, v v \/ LEVEL 3 - ROOF FRAMING PLAN NOTES: Sheet Information TRUE PLAN 1. BOXED NOTES © INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. NORTH NORTH Sheet Title: 2. TOP OF SLAB ELEVATION NOTED THUS: LEVEL 3 - ROOF 3. TOP OF STEEL BEAM ELEVATION NOTED THUS: (XXX -XX'). FRAMING PLAN T.O.S. 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS: xxx-xx-\ . SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED ON PLAN. 5. TOP OF WIDE FLANGE BEAM PARALLEL TO JOIST = JOIST BEARING +2Y2', UNLESS NOTED OTHERWISE. 6. � INDICATES METAL DECK TYPE AND DIRECTION OF SPAN. RE: SHEET S-100 FOR METAL DECK SCHEDULE. 7. RE: SHEET S-100 FOR STEEL BEAM CONNECTION SCHEDULE. CONSTRUCTION B. — —INDICATES BRACED FRAME LOCATION, RE: SHEET S-300 FOR ELEVATIONS. SET 01/24/2013 9. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. Sheet Number: 10. COORDINATE SIZE AND LOCATION OF ROOF DECK PENETRATIONS FOR MECHANICAL DUCTWORK WITH ARCHITECT, MECHANICAL ENGINEER AND SUPPLIER. 11. FOR SUPPLEMENTAL SUPPORT OF ELEVATOR GUIDE RAILS, RE: 15/S-500, 16/S-500 AND 17/S-500. 12. 'XXKSPX' INDICATES A K SERIES JOIST WITH A NON-UNIFORM LOADING. RE: SHEET S-101 FOR THE SPECIAL STEEL JOIST LOADING SCHEDULE. S-203 13. RE: SHEET S-100 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS. DPA Project: 12415.00 00PMIGHT2011 -DAVIS PARTWRSHIP, PL. 4 3 27'-O• O.H. T.O.S. = 129 -1 1/2" W16X31 00 X co co m X Nn � RE: COLUMN SCHEDULE FOR 3 = BASE PLATE CONNECTION W21X44 T.O. 2ND STEEL 1,V 4'-2 - T.O PILASTF-R _ �1'-3 1/4' 4'-1 1/2 13'-6 1/2'4'-1 1/2' 3'-11 1/4' ! -1C4 A 1 �111��� X11 T T T � t I - - - N N N I L.,, MIN. T.O. PIER 99'-4' 3' MAX. WSS BRACE RI ELEVATION GB tyA/,�, ERECTION BOLT II ( I its L rn STEEL GOt-UMIV I EQ. �• RE: PLAN I I i 3/4' = 1'-0' 3 ERECTION A I GUSSET � I TYP. ( 0 ® L xrz EO. i 3 EO. \ j I r 11 B 0 2 x 5 gl• BOLT STEEL BEAM WORK POINT 1 I T.O. STEEL RE PLAN B I I I STEEL BEAM .ARl�OlIl11�l�®® 1 RE; PLAN MIN 1 E P Yz' SI -EAR TAB RE: ELEVATION PJP i'ie • - - r.' - POINT COLUMN N -EN I BEAM 15 PRESENT a 'WERE .. . oh Aj ----- A, - EQ == =. -- Oil 3' MAX. WSS BRACE RI ELEVATION GB tyA/,�, ERECTION BOLT II ( I its L rn STEEL GOt-UMIV I EQ. �• RE: PLAN I I i 3/4' = 1'-0' 3 ERECTION A I GUSSET � I TYP. ( 0 ® L xrz EO. 3 EO. \ j I r 11 B 0 2 x 5 gl• BOLT STEEL BEAM WORK POINT 1 I T.O. STEEL RE PLAN B I I I STEEL BEAM RE: PLAN 1 RE; PLAN WORK 1 E P Yz' SI -EAR TAB RE: ELEVATION PJP i'ie SLOT TH2OUG44 - POINT COLUMN N -EN I BEAM 15 PRESENT TYP. _.. - - oh Aj ----- A, - EQ za Oil TYR I.556x6x1z m 2ND 5/5-300 `!w• GUSSET E 36' - \. - TYR 2! B 2 2ND 4/S-300 \ �1i GUSSET LyaMIN / - � U I` T o TAB ERECTION 0 1 I C \ BOLT — - — -. — - — _ � 1 18" N BEAME1 15PRESENT E ROOF 2/5-300 � i 36' - BRACE RES ELEVATION 2x4 ® 1 HGS8x8x % TYR 2ND 0 B' WORK POINT - 2x5 3x4 _II M ELEV. TYR t 6' 54' - - 9is L vn Be STEEL BEAM 3' MAX. WSS BRACE RI ELEVATION GB tyA/,�, ERECTION BOLT II ( I its L rn STEEL GOt-UMIV I EQ. �• RE: PLAN I I i L, I1� ERECTION A I GUSSET � I TYP. ( 0 ® L xrz 3 L \ 8' I r 11 B 0 2 x 5 gl• BOLT V GUSSET IF. WORK POINT 1 I T.O. STEEL RE PLAN B I I I STEEL BEAM B 1 RE; PLAN HSSBx$x'�g 1 E P Yz' SI -EAR TAB RE: ELEVATION PJP i'ie SLOT TH2OUG44 - I COLUMN N -EN I BEAM 15 PRESENT TYP. 4/5-300 ON OPPOSITE SIDE oh - - 3/,' FULL I -EIGHT STIFFENER PLATE \ r— T.O. STEEL EH ACSIDE \ I RE: PLAN L •r2 HSS BRACE �.Q__......... m EQ. �• WORK POINT MOON i L, RE: ELEVATION ERECTION A STEEL BEAM BOLT RE: PLAN TYP. 3' MAX 3 L \ 8' I Wz 2 x 5 2 x 4 BOLT V GUSSET IF. d T.O. STEEL RE PLAN G� �1isi �16 LM HSS BRACE HSSBx$x'�g I 2ND RE: ELEVATION PJP i'ie 34' - WORK I 3 TYP. 4/5-300 6• L •r2 HSS BRACE _ 4-IYA*O F1554 GR. 106 1- MOON ANCHOR RODS W1 T -W L, RE: ELEVATION 3xCr-3' WASHERS JONES B e CCL x ROWS E'Ao0ED'Z -0' MEMOPOUNDATION TYP. 3' MAX 3 L \ 8' I Wz 2 x 5 2 x 4 BOLT GUSSET IL T.O. STEEL RE PLAN G� ,_.,,,k„ q HSSBx$x'�g I 2ND 1/S-300 PJP i'ie 34' - WORK I 3 TYP. 4/5-300 6• oh - - EQ EO. Oil TYR I.556x6x1z I 2ND 5/5-300 `!w• GUSSET E 36' - - - TYR B 2 2ND 4/S-300 8" 40' - - - I` T o TAB 0 1 I SLOST�TI-RI-120UGH COLUMN — - — -. — - — _ � 1 18" N BEAME1 15PRESENT E ROOF 2/5-300 � i 36' - ON 2x4 ® 1 HGS8x8x % 2ND 0 B' WORK POINT - 2x5 3x4 _II M ELEV. 2ND 6/5-300 6' 54' - - - Be STEEL BEAM i ®Ii RE: PLAN H556x6xl� I I STE COLI�AN ®I 1 E PLAN 3/S-300 67 / ®I1 - 1RE� I RE* ELEV. / 6/5-300 6' 54" - - - /#11 1 ERECTION BOLT 11 N5S6x6xj¢ TYR // 1 "�""_Ge // P BASE 3/S-300 6' 20' 18" RE: ELEV. ROOF 6/5-300 6' 54" - TYR - LN L va I-i556x 6 x Yt F 2ND 1/S-300 6' = 1'-0' n73/4' 2x6 2x5 1 Blp STEEL BEAM RE PLAN WORK POINT t I ® ---- Y�' SHEAR TAB - SLOT THROUGH I I ® L rrs COLUMN WHEN o ` BEAM IS PRESENT ON OPPOSITE SIDE I 1 10' _ ��• GUS T ERECTION BOLT 1 STEEL COLUMN \ RE' PLAN I I 1 ® \ (Y P. I � \ (YO pip I \ Ge 1 \ 9Ss Lm �A . 1-355 BRACE I• " e RE, ELEVATION 3' MAX. %- FULL HEIGHT STIFFENER PLATE EACH SIDE 24"x24' PILASTER W/ #3 TIES 4' O.G. AND 8-#6x C DOWELS ROUGHEN SURFACE 10 Y4• AMPLITVTDE STEEL BEAM RE�PLA�N( l Ye V \JL N I - • N STEEL COLUMN RE: PLAN I 1)t' BASE It OVER %* NON -SHRINK GROUT I MEMO 4-IYA*O F1554 GR. 106 H55 BRACE MOON ANCHOR RODS W1 T -W L, RE' EI-EVATION 3xCr-3' WASHERS JONES B e CCL x ROWS E'Ao0ED'Z -0' MEMOPOUNDATION END 3 L \ 8' - ERECTION Wz 2 x 5 2 x 4 BOLT GUSSET IL T.O. STEEL RE PLAN ,_.,,,k„ q HSSBx$x'�g _. 4 2ND 1/S-300 8' 34' - WORK 2x5 3 POINT 4/5-300 6• oh - - EQ EO. %- FULL HEIGHT STIFFENER PLATE EACH SIDE 24"x24' PILASTER W/ #3 TIES 4' O.G. AND 8-#6x C DOWELS ROUGHEN SURFACE 10 Y4• AMPLITVTDE STEEL BEAM RE�PLA�N( l Ye V \JL N I - • N STEEL COLUMN RE: PLAN I 1)t' BASE It OVER %* NON -SHRINK GROUT I 8 3/4' = 1'-O' � T.O.S� $' 1Y 2-1-9 1/4' T.O. 2ND�STEEL 114'Y 2 - T.O. PILASTER 111'Y 8' - - PIER T�SLAB - 4' `f Y 100,-0• T.O. FOOTING _ 09T4� 6' F E 27'-O' I T.O.S. DAV IS PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 V.11 10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 BRACED FRAME CONNECTION SCHEDULE MEMO 4-IYA*O F1554 GR. 106 GRID LABEL MOON ANCHOR RODS W1 T -W L, Lys 3xCr-3' WASHERS JONES B e CCL x ROWS E'Ao0ED'Z -0' MEMOPOUNDATION END 8 3/4' = 1'-O' � T.O.S� $' 1Y 2-1-9 1/4' T.O. 2ND�STEEL 114'Y 2 - T.O. PILASTER 111'Y 8' - - PIER T�SLAB - 4' `f Y 100,-0• T.O. FOOTING _ 09T4� 6' F E 27'-O' I T.O.S. DAV IS PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 V.11 10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 BRACED FRAME CONNECTION SCHEDULE BRACED FRAME SPACE SIZE GRID LABEL APPLICABLE BRACE APPLICABLE DETAIL L, Lys LW3 G I COL x ROWS B e CCL x ROWS END 3 ROOF 2/15-300 8' 34" - 2 x 5 2 x 4 q HSSBx$x'�g _. 4 2ND 1/S-300 8' 34' - 2x5 2x5 3 ROOF 4/5-300 6• 36" - - - I.556x6x1z REQ IELMV. 2ND 5/5-300 6" 36' - - - B 2 2ND 4/S-300 8" 40' - - - H558x8x� 3 BASE 3/S-300 8' 20' 18" E ROOF 2/5-300 8' 36' - 2x5 2x4 HGS8x8x % F 2ND 1/5-300 B' 34' - 2x5 3x4 M ELEV. 2ND 6/5-300 6' 54' - - - C H556x6xl� E BASE 3/S-300 67 20' 18' - ............... RE* ELEV. 2ND 6/5-300 6' 54" - - - N5S6x6xj¢ P BASE 3/S-300 6' 20' 18" RE: ELEV. ROOF 6/5-300 6' 54" - - - I-i556x 6 x Yt F 2ND 1/S-300 6' 22' - 2x6 2x5 D RE: EUEV. ROOF 6/5-300 6' 54• HS56x6xY, E 2ND I/S-300 6' 2T - 2x6 2x5 3 ROOF 4/5-300 8' 40" HSS8 x 8 x % 2 2ND 7/S-300 8' 34' - 2x6 2x5 -�- 2 2ND 7/S-300 8' 34• - 2x8 2x5 HS58x8x% 3 BASE 3/S-300 a' 20' 18" - - NOTES 1. MINIMUM YIELD STRESS FY: PLATES - 36 KSI. HSS SHAPES - 46 KSI, W -SHAPES - 50 KSI. Z MINIMUM TENSILE STRESS FU PLATES - 58 K$1, HSS SHAPES - 58 KSI, W- SHAPES - 65 KSI. 3. MIMMUM EDGE DISTANCE = I$i HORIZONTAL AND VERTICAL. 4. BOLT SPACING = 3' HORIZONTAL AND VERTICAL. 5. STANDARD HOLES IN THE BEAM WEB AND GUSSET PLATE. 6. 5HORT-SLOTTED HOLES TO BE PROVIDED IN SI -EAR TAB PLATES. 7. ALL MELDS ARE TO 1.15E E70X0( ELECTRODES. & ALL BOLTS ARE TO BE 'A'® A325 SC -A. 4 I, = LENGTH OF HELD. 10. G® NUMBER OF BOLTS IN THE GUSSET PLATE TO COLUMN CONNECTION. II. Bg = NUMBER OF BOLTS IN THE BEAM TO COLUMN CONNECTION. I2. THE ENGINEER 15 TO BE NOTIFIED OF ANY FRAMING CONDITION WHICH DOES NOT MEET THE CRITERIA PROVIDED EITHER IN THIS SCI�Ill OR ELSF114 ERE IN THE DRAWINGS. Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303)399-5154, FAX (303) 333-9501 Email:lnfo@sci-denver.com SCI Job Number: 12-121.00 1 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information Sheet Information Sheet Title: BRACED FRAME ELEVATION AND DETAILS CONSTRUCTION SET 01/24/2013 Sheet Number: S-300 DPA Project: 12415.00 CAP-GHT 2011 -DANS PAPT-51IP, PC BOXED NOTES INDICATE iYPICAL NOTES EXTERIOR FACE 1-8 C-8' r.-O.d' OF FOUNDATIONI'-2 6- WALL 6'x16 GA. (6005162-54) r-2" 6" MASONRY VENEER 577=F1 STUDS UN.Q _T ON RE: ARCW. SHEETS 5-601 AND 5-6012 STEEL COLUMN AND ki' JOINT ISOLATION I I BASE "ATE EXTERIOR SHEATHING MATERIAL PLAN RE: ARCH. I 24'x24' CONCRETE #4 18' O.C., EACH WAY ! I PILASTER, RE: 4/S-400 VENEER TIES MID -SLAB, RE: PLAN j ! 0 16. O.C. FOR REINFORCING I i EACH WAY T.O. SLAB - ! I T.Q SLAB RE: PLAN ! RE: PLAN T.O. BRICK T.O- BRICK ` -1 LEDGE_ • LEDGE _ r RE= PLAN R6 PLAN I 311 114' SHIM AND GROUT #5 DONT. 2-#5 CONT. PAD FOOTING REINF-ORCING #5 CONE. AT CONT. FOOTING ; SCI-EDLZ,LE MID-DEPTHBEYOND RE-... T.O. FOOTING I-11.1.1. !!!II<E T:O. FOOTING RE: PLAN : fo RE: PLAN STRIP FOOTING REINFORCING li RE: SG11EU1LE 1 2-#5x � ILII I!I � IIII III mu - DOWELS EO, EQ 16' O.G. RE: FOOTING RE: FOOTING SCLEDULE �\ SCFE / \ 3/4" = I' O'3/4• = 1' O' 3/4' = 1'-O' 4 1-2' 6- 1'H7 6' I #8 • 6. O.C. AT BOTTOM WALL REINFORCINGRE: 6/5-400 z CLR. & 0% #8 0 12' O.G. ABOVE + N N 24' x 3z CONCRETE H 8'-0' VERTICAL, EACFACE • N N _ PILASTER. RE: 9/5-400 5 0 #8x �L DOWELS # O.G. FOR REINFORCING 1 16' N II � 6' O.G. EACH HORIZONTAL FACE EACH FACEEE l N N T.O. SLAB T.O. SLAB (111, II RE: PLAN PERFORATED III RE: PLAN - PERIMETER I II N cRairNi AND UNDER 111111 N _ °owELS 6/5-400 IL GEOYEa-LAICAL — q N IIII REPORT 11111=_ 111= 1 l II N =11 ��. MATCH PILASTER [I_ 1= -II III II p REINFORCING IIII �li =1111®li � III N - N N III T.O. FOOTING T.OFOOTING II I —. IIIE_II RE: PLAN II -11111 Ili RE." PLAN 111111 I_—I — 1_I11h =1111_ III IIII VIII — I III I I ' (IIII m t RETAINING WALL -1!1111 �j FOOTING RE: 6/S-400 1(111= SII =!1111= I_ Reo FOOTING'SCHEDULE = III M. PLAN RE PLAN III 1111 / L \ 3/4' = 1' O• / ' \ 3/4' = r -(7V / A 0 r -a• t4/) 8' ICY 1'-O' RE PLAN T.O. WALL STODOORRE FRONT 95 HORIZONTALT.O. BRICK RE: PLAN �; ARCH. EXTEND 12" PAST LEDGE OPENING RE: PLAN 24'x32' CONCRETE EXTERIOR H'-6 PILASTER. RE: q/S-400 SLAB #4x z-crF_ FOR REINFORCING RE: CIVIL s It 16" O.G. STEP T.O. T.O. PILASTER BRICK 2-#5 CONT. T.O. SLAB WALL REINFORCING RE: 6/S-400 I Il' T.O. SLAI RE: FLAN RE• PLAN Ilk HSS STAIR. Y.O. FOOTING RE: PLAN Qr TYPICAL RAIL CONSTRUCTION ADD#f POST: Ih'x2%" A36 BAR 0 4'-C7• QG MAX TOP AND BOTTOM RAIL: IWO STANDARD PIPE, HAND RAIL,• )VX2i2" A36 BAR. RE: ARCH. FOR GEOMETRY 12 GA. METAL PANS W/ 2" CONCRETE LEDGE RE PLAN Il' RE PPLAN RE• PLAN T 4- HSS STAIR. RE: ARCH. STEEL COLUMN RE: CIVIL AND BASE PLATE RE: PLAN, (2 TI-l1S) 1 I STRINGER TAIR GEOMETRY T.Q. BRICK ..a 'xi RE: PLAN LEDGE T.O. WALL Y _ "- L4 x 4 x ya R PLAN ® ® RE: PLAN . - -_ I -3/4'0x 4' EMBED16�7SING E 4_i;, -•- III HILTI KWIK BOLT #5 HORIZONTAL -T.O. AY MIDI -EIGHT it OONEi.S T.0 SLAB#5x • ib' O.C. RE: PLAN 9- _ 6" T.O. FOOTING & s 1111— �: PLAN IIIIII�III _ 'II= #3x5'-0' • 18' QC. 1111- STEP T.O. WALL _ 25 COW.-IIII _ _ - III I =IIII PAN TO T.O. WALL Ye 1� STRINGER TYP. T.O. BRICK RE: PLAN _ ILW V h 5- -r 6- Iii-�€11 RF-' PLAN =1 111= RE: FOOTING III= SCHEDULE r o - PLAN DETAIL II 3/4' = 1' O' �, 3/4' = r -O' 3/4' = 1' -0 - 6005162-54 STEEL STUD R 16- O.G. W/ 600TI25-54 TOP AND BOTTOM TRACK 5' �2-#5 CONT. I € I � 2-#5 CONT. Y.O. BRICK #5 CONT. I I Y.O. SLAB ( LEDGE111=1111 [ I RE: FLAN T RE: PLAN 7.0SLAB -E iT i I I r r n TI GB�RICK RE -,'PLAN II iI 1111 E [II =1IIII RE: PLAN #5 CONT. 5. r_3' 5'b 24'x24' CONCRETE N -333 IIII-I'f r #5x —dill -41 L DOWELS PIER 16' O.C. 8-#6x LDOWELS- 3-#7 HORIZONTAL M5 CONT. AT AND #4 TIESx MID-CEPT14 T.O. FOOTING 3 . 4' O.C. T� T.O. FOOTING I I III=III �: PLAN 12. O.G. REMAINING 'I. RE PLANin ® lz OC IiI= #5 HORIZONTAL DD 4 p� III VIII U11 d P 16' O.C. EACH Q FACE E I I= a - 04 STIRRUP iss��.�. r � � � � 12' QC. O 3-#7 HORIZONTAL HIII �I_ _B.O. GRADE BEAM 11 IIID ECy FO. III �I = RE: PLAN 11-11 =IIIIFOOTING _-— 11_11111_ -11111- �:...._ RE: 1`0011NG S.r EIJLA_E SCI-EDU_E - t 6 3/4' = 1'-O' 3/4' = 1' O' 18 3/4' V V 5' 9' .. 6-1•-O' T.O. SLAB SILL ANGLE 13Y • . ■ - f - RE= PLAN ELEVATOR SUPPLIER ■. ■. ■ �. PAD FOOTING m .. RIE ,.. : PLAN .. #5 CANT. ONO -2-05 CONT. ■ ■ ■ ■. r- — — — — ----- I I 04X 16- ®16' ac. BRICK LEDGE DAV I S ! PARTNERSHIP COLUMN AND I RE: PLAN - 5 v 16' O.C. BASE PLATE 3° I o ! IIDR.:,ZON, AL ARCHITECTS I ! !Y O Denver 2301 Blake Street, Suite 100 ! ! N z Denver, CO 80205 303.861.8555 #5x a 12' O.C. Vail 0225 Main Street, Unit C101 1 I I Edwards, CO 81632 970.926.8960 ! ! ! I ! a• a- 1 i STRIP11 FOOTING I ! ,-- Y.O. $LAB RE. PLAN I _ -.... - - - ......._.. - !RE: PLAN i �, 111111111= I A i ! 24-x24• CONCRETE #5 HORIZONTAL I 0 12' O.C.EACH PILASTER W/ 8-#6x DOWELS AND 3-#4 WAY BOTTOM `r O.C.CI��L UIP.. 0 TIES. TOP. BALANCEII Consultant RE: FOOTING SCHEDULE 12. O.G. =11111= '.'........ =11111= Structural Consultants 4 PLAN DETAIL 3/4' = I' O' 3/a = 1 o Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303) 399-5154, FAX (303) 333-9501 Email: Info@sci-denver.com SCI Job Number: 12-121.00 0 CONCRETE PILASTER W/ 12-#8 VERTICAL AND 0 4 TIES AS SWOWN 3 0 4' O.G. TOP, BALANCE 0 12' QC. 2- GLR. l \J 4- WALL REINF=ORCING RE: 6/S. 400 —III 1= =iii RE: ARCHI RE- ARCM. < - 41 57 i 60OS162-54 STEEL ' t2 ' STUDS 0 16' Q.C. 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RE: PLAN 1111-0 — l�, 511 11 =111 RE: FOOTING RE: FOOTING SCI-EDULF_ �)SGI�n7 H G 14 3/4• = 1'-0' 3/4' - 1' (7 rLJi � FOOTING ==11111fit Sheet Information IIiE3 -III • • IIII_-EiE 11 r 1O•x3•-4• CONCRETE Sheet Title: PIER W/ 10-#6x L FOUNDATION #5 GONr.��•''''](1(•••f�•�i�''������ DETAILS T.O. PIER AND #4 TIESx D( -'I) _ — RE: PLAN = 4' T- .._7" 4' : Iii = .. . T.O. FOOTING 3 0 4' QC. TOP RE: PLAN ,. T.O.BRIII I l u•� 12' O. REMAINING I1�1 =€111 z_ .OICK LEDGE RE. PLAN 11111 X111 �O� STRUCTION 01/24/2013 EQ - III= EQ Sheet Number: RE: FOOTING SCLEDLA_E PLAN DETAIL 3/4' = I' -o'_ _ 3/4• 1' 0- t1' S-400 DPA Project: 12415.00 WPV 1-20.1-SPART-SHIP,P.C. T.O. FOOTING Il' RE PPLAN 4' 7' T 4- SLAB STEEL COLUMN RE: CIVIL AND BASE PLATE RE: PLAN, (2 TI-l1S) 1 I tr rLJi � FOOTING ==11111fit Sheet Information IIiE3 -III • • IIII_-EiE 11 r 1O•x3•-4• CONCRETE Sheet Title: PIER W/ 10-#6x L FOUNDATION #5 GONr.��•''''](1(•••f�•�i�''������ DETAILS T.O. 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PLAN 11111 X111 �O� STRUCTION 01/24/2013 EQ - III= EQ Sheet Number: RE: FOOTING SCLEDLA_E PLAN DETAIL 3/4' = I' -o'_ _ 3/4• 1' 0- t1' S-400 DPA Project: 12415.00 WPV 1-20.1-SPART-SHIP,P.C. Il' 11' rLJi � FOOTING ==11111fit Sheet Information IIiE3 -III • • IIII_-EiE 11 r 1O•x3•-4• CONCRETE Sheet Title: PIER W/ 10-#6x L FOUNDATION #5 GONr.��•''''](1(•••f�•�i�''������ DETAILS T.O. PIER AND #4 TIESx D( -'I) _ — RE: PLAN = 4' T- .._7" 4' : Iii = .. . T.O. FOOTING 3 0 4' QC. TOP RE: PLAN ,. T.O.BRIII I l u•� 12' O. REMAINING I1�1 =€111 z_ .OICK LEDGE RE. PLAN 11111 X111 �O� STRUCTION 01/24/2013 EQ - III= EQ Sheet Number: RE: FOOTING SCLEDLA_E PLAN DETAIL 3/4' = I' -o'_ _ 3/4• 1' 0- t1' S-400 DPA Project: 12415.00 WPV 1-20.1-SPART-SHIP,P.C. BOXEQ NOTES INDICATE TYPICAL NOTES RE: ARCF-L 3ij6 2-12 6005162-54 STEEL STUDS R 16' O.C. L6x4x% CONT. COLD -FORMED STEEL SLIDE CONNECTION REA 5/S-600 VENEER TIES MASONRY VENEER RE: ARCH. EXTERIOR SHEATHING RE: ARCH. I ...:................... NOTE: PROVIDE TYPICAL RAIL CONSTRUCTION RE: 6CC: 1`1 STEEL COLUMN ..� RE. PLAN O.C. MAX. TOP AND BOTTOM REINFORCING NOTES r -3'x4'%0'-6' HAND RAIL- 6"x2Y1 A36 BAR. I" 5" STEEL DECK RE: PLAN ___... AT SPLICE INSTALLATION T.O. SLAB fiF---\ T.O SLAB W.W.F. AT MID -DEPTH LOCATIONS OF RE: PLAN TRACK r nn 'USE : _ \ W/ 2' CONCRETE uu L %FILI<.ET FOR STAIR GEOMETRY C� G I ( WELD ALL STRINGER \ \ TO BEAMb 3 T.O. SLAB I AROUND LEDGE RE; PLAN IO I® ( RE: PLAN IF K4 IE CENTERED nn I BEAR ON TOP FLANGE OF STEEL BEAM \ \ STEEL BEAM \ \ DECK ORIENTATION \ RE: PLAN ...:................... NOTE: PROVIDE TYPICAL RAIL CONSTRUCTION RE: ARCH STEEL COLUMN ..� RE. PLAN O.C. MAX. TOP AND BOTTOM REINFORCING RAIL: 14 "0 STANDARD PIPE. r -3'x4'%0'-6' HAND RAIL- 6"x2Y1 A36 BAR. FLOOR SLAB Re- ARCH FOR GEOMETRY ___... AT SPLICE INSTALLATION 1 Q T.O SLAB W.W.F. AT MID -DEPTH LOCATIONS OF — ADD#1 Y4 TRACK r RE: PLAN 'USE : _ \ W/ 2' CONCRETE ----- TOPPING. RE: ARCH %FILI<.ET FOR STAIR GEOMETRY C� G I ( WELD ALL STRINGER \ \ TO BEAMb 3 T.O. SLAB I AROUND LEDGE RE; PLAN ( RE: PLAN IF K4 IE CENTERED nn I BEAR ON TOP FLANGE OF STEEL BEAM \ \ NOTE: \ \ DECK ORIENTATION \ MAY VARY 1' IP CJP TOP IIE FLANGE M W tEI� V �. OF BEAM _ BENT ty4'x �e NOTE: DECK 90' AT SIM. II AS REQUIRED BY ELEVATOR SUPPLIER NOTE: IF < 4" INSTALL HSS BETWEEN POSTS AND WELD DIRECTLY 3TS ELEVATION AS REQUIRED BY ELEVATOR SUPPLIER SUPPORT RAIL RE: ELEVATOR SUPPLIER HSS1 O x 4 x Y4 x7-4' LONG V INTERMEDIATE SUPPORT FOR ��,ELEVATOR RAILS 3/4• = r -o• IV i SHEAR TAB BEAM CONNECTION, RE: I SCHEDULE ON S-100 L 4 8' 1' 2' #4x5' -O' R Ib" O.C. CENTERED ON JOINT Yz' ISOLATION JQINF SLAB -ON -STEEL t DECK, RE PLAN sLAe-oN-GRADE RE PLAN T.OL SLAB RE: PLAN I Ino 7i! i� ' i .;.......... T.O. WALL 1 — RE: PIAN 1 2-#5 CONT Ill s FL4xY4 CONT. x 4' H.A.S. c. }n6 CONT. FOP #Sx �� A706 .n I1/z' �' BEND OME TIME WALL REINFORCING :.._...... E: .,. ........ RDETAILS CUT AT BOTTOM I'-2' 6' RE: ( PLAI t / iib V FUS BENT IC14'x1: X6' LONG FLOOR OR ROOF DECK AND EDGE PLATE ABOVE NOT SHOWN %"0 TrRU-SOLT IN 2• VERTICAL SLOT. FINGER TIGHTEN AND DAMAGE THREADS ELEVATOR RAIL SUPPORT POST %,AT FLOOR AND ROOF FRAMING 3/4' = 1'-O' I/ 3/4• = F -O' 6' 1'-2' BOND BREAKER STEEL COLUMN AT COLUMN AND BASE P'�ENETRATION PLATE, RE: PLAN I I T.O. SLAB I RE: PLAN Ito WHO T.O. WALL RE: PLAN 10 I II® WALL REINFORCING I I � I PILASTER IY2' SWM AND VIII GROUT Illi T.O. PILASTER RE: PLAN 24"x 32' CONCRETE -1 PILASTER, RE 9/S-400 FOR REINFORCING . I 1-41 6' I' -O' 1'-0' v OF BEAM 1' VARIES STOREFRONT SY57FJN RE: ARCH 916 #4 R F -O" A706 R 24' O.C. T.O, WIN%X)W SILL CONT. SHAPED W_: ARCH 2-12 F,Y4' T.C. SLAB RE: PLAN U L---_ .._--, CONT. BENT :IPL x ", ROLLED T.OL OPENING 2' MIN. LAP RE: ARCH, TYPICAL RAIL CONSTRUCTION AND RE: 7/5-500 ARCaa. POST: 1i-x2Y,' A36 BAR R 4'-O' FOR WALL 8' b' 6' O.C. MAX. TOP AND BOTTOM REINFORCING RAIL: 14 "0 STANDARD PIPE. BLOCKOUT HAND RAIL- 6"x2Y1 A36 BAR. FLOOR SLAB Re- ARCH FOR GEOMETRY PRIOR TO STAIR AT 2ND FLOOR FRAMING INSTALLATION 1 Q T.O SLAB RE: PLAN — ADD#1 Y4 TRACK r I 12 GA. METAL PANS : _ \ W/ 2' CONCRETE ----- TOPPING. RE: ARCH FOR STAIR GEOMETRY C� G T.O. BRICK STRINGER \ \ TO BEAMb 3 A LEDGE RE; PLAN K4 IE CENTERED STRINGER. RE: PLAN \ \ BEAR ON TOP FLANGE OF STEEL BEAM \ \ NOTE: \ \ DECK ORIENTATION \ MAY VARY 1' IP RE: ( PLAI t / iib V FUS BENT IC14'x1: X6' LONG FLOOR OR ROOF DECK AND EDGE PLATE ABOVE NOT SHOWN %"0 TrRU-SOLT IN 2• VERTICAL SLOT. FINGER TIGHTEN AND DAMAGE THREADS ELEVATOR RAIL SUPPORT POST %,AT FLOOR AND ROOF FRAMING 3/4' = 1'-O' I/ 3/4• = F -O' 6' 1'-2' BOND BREAKER STEEL COLUMN AT COLUMN AND BASE P'�ENETRATION PLATE, RE: PLAN I I T.O. SLAB I RE: PLAN Ito WHO T.O. WALL RE: PLAN 10 I II® WALL REINFORCING I I � I PILASTER IY2' SWM AND VIII GROUT Illi T.O. PILASTER RE: PLAN 24"x 32' CONCRETE -1 PILASTER, RE 9/S-400 FOR REINFORCING . I 1-41 6' I' -O' 1'-0' v OF BEAM 1' VARIES STOREFRONT SY57FJN RE: ARCH 916 #4 R F -O" A706 R 24' O.C. T.O, WIN%X)W SILL CONT. SHAPED W_: ARCH 2-12 F,Y4' T.C. SLAB RE: PLAN U L---_ .._--, CONT. BENT :IPL x ", ROLLED T.OL OPENING 2' MIN. LAP RE: ARCH, CONT. JAMB AND RE: 7/5-500 STUDS BEYOND FOR WALL 8' b' 6' RE: ELEVATIONS REINFORCING ON 600 SERIES 1 IJ EMBED PLATE RE:00 FOR T.Q. WINDOWSILL III II ANGLE AND RE: ARCH I CONNECTIECTI ON -*; 0x4' H.A.S. RE: PLAN FOR QUANTITY AND SPACING DECK ATTAC vIENT RE: SCI -LE ON 5-10 S 0 T.O. SLAB RE PLAN ® -- 4TYPICAL COMPOSITE BEAM 3/4' = 1'-0• 1 EA43ED PLATE AND RE: 7/5-500 '] FOR WALL 8' b' 6' L4 x 4 x Y4, REF 7/5-500 REINFORCING DISCONTINUE AT I I I I EMBED PLATE 600s162 54 ' STEEL ST'LA� AT 2ND FLOOR FRAMING � 1W or__ *I/ ! 6007125-54 TOP AND BOTTOM/ I T.O. SLAB TRACK I ATE L Fr : RTE' AN T.O. WALL I'D' r a" r '] . RE: PLAN I I RE: PLAN I I I I Ey4'x3'x0'-3' 2,5 IZ AT 2ND FLOOR FRAMING 3/4' = 1'-O' ! I I #5 NORIZ I RE: PLAN R 12' Q.C. C� G T.O. BRICK A LEDGE RE; PLAN K4 IE CENTERED ON STEEL BEAM I'D' r a" r 4' [ ELEVATOR RAIL ay 3 'O GJP o #4 x i6 p R 16" O.G. ;o b-94 0xb' N 3�4• HAS. VZZ _ O B 1 1 - 2' FRONT VIEW SIDE... VIEW ' #8 R 12' O.G�, VERTICAL III' 9 3/4' = 1'-O' Fes, r N RE _ T.O. STEEL [ ELEVATOR RAIL I I RE: PLAN I I I I Ey4'x3'x0'-3' I RE: PLAN I AT 2ND FLOOR FRAMING 3/4' = 1'-O' AA I I HSS BEAM I RE: PLAN T.O. OPENING II RE ARCH 3/4' = 1'-O' Iv OF BEAM TYP. >6- % T.O. STEEL RE PLAN #4x3' -Or A706 R 24" O.C_ BENT R.Y4'x Jn NOTE: DECK 90' AT SIM. 14 3/4' =1'-O' 1 Q 3/4' = 1'-O' 11 %,TYPICAL COMPOSITE GIRDER 3/4• = r -o' J RE: ARCH Q T.O. SLAB PLAN T.O. STEEL RE: PLAN h ■ MEM O O O ■ DAV I S b - PARTNERSHIP ARCHITECTS Denver l2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 T.O. WALL RE: PLAN WALL REINFORCING RE Il/S-101 IG / /1\ 3/4' = 1'-O' Iv RE: PLAN 24-1SS4x4x3A [ ELEVATOR RAIL I I SUPPORT POSTS I I I I Ey4'x3'x0'-3' T.O. SLAB I RE: PLAN I AT 2ND FLOOR FRAMING 3/4' = 1'-O' EDGE OF SLAB RE: 14/S-500 NOTE- RE, OTE-RE17/S-500 FOR POST SUPPORT BELOW Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 (303) 399-5154, FAX (303) 333-9501 Email:lnfo@asci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Issue: PERMIT SET 12/17/2012 CONST. SET 01/24/2013 Revisions: ADDENDA #1 01/24/2013 1 Project Information NOTE: EXTERIOR STEEL STUDS NOT SHOWN FOR CLARITY. Sheet Information Sheet Title: FRAMING DETAILS CONSTRUCTION SET 01/24/2013 O DPA Project: 12415.00 COPMIGHT 2411 -CAVI$ PARTIFRSNIP, Py. In O ELEVATOR RAIL SUPPORT POST 1 � AT 2ND FLOOR FRAMING 3/4' = 1'-O' C� G A A� W wEw+ W 5" CJP TOP AND, BOTTOM FLANGE M W T.O. STEEL M PLAN Q T.O. STFJ=L RE PLAN T �L NOTE: EXTERIOR STEEL STUDS NOT SHOWN FOR CLARITY. Sheet Information Sheet Title: FRAMING DETAILS CONSTRUCTION SET 01/24/2013 O DPA Project: 12415.00 COPMIGHT 2411 -CAVI$ PARTIFRSNIP, Py. a\ 4cxj I 1 EAST WALL ELEVATION i V V I CJ' 1. BOXED NOTES O INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE, 2. ALL WALL FRAMING IS O - 60OS162-54 STUDS AT 16. ON CENTER WITH 600T125-54 TOP AND BOTTOM TRACK UNLESS NOTED OTHERWISE. 3. O INDICATES BUILT-UP SECTION, RE: "BUILT-UP COLD -FORM STEEL SCHEDULE" ON SHEET S-600. 4. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THIS ELEVATION AND THE ARCHITECTURAAL-DDRAWINGS PRIOR TO CONSTRUCTION. 6I 5.d 4.13 (4.1 t 3.1 LEVEL 4 135'-4' LEVEL 3 ROOF MAIN = 129'-4' LEVEL 2 = 114'-8' SOUTH WALL ELEVATION Ill I =J; 1. RE: A/S-601 FOR COLD -FORMED ELEVATION NOTES. AT KEY PLAN NOT TO SCALE - 11;� OPENING - D WEST WALL ELEVATION 1/a• = r-o- NOTES 1. RE A/S-601 FOR GOLD -FORMED ELEVATION NOTES. DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant Structural Consultants Incorporated 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 i (303) 399-5154, FAX (303) 333-9501 Email: lnfo@sci-denver.com SCI Job Number: 12-121.00 Issue/Revisions Date No. Project Information Sheet Information Sheet Title: COLD -FORMED ELEVATIONS PERMIT SET 12/17/2012 Sheet Number: S-601 DPA Project: 12415.00 CgP 1-2011-O 115 -VEg ,PO. s a I 1 - TYPICAL PARTITION FRAMING A-103 ; I ------- J-----------------------------------------iI PARTIAL HEIGHT WALL CEILING LINE PROVIDE FULL HEIGHT CONTROL JOINTS ON STRIKE SIDE OF DOORS T-0" WIDE AND UNDER, SLIP TRACK PROVIDE FULL HEIGHT CONTROL JOINTS ON BOTH SIDES OF DOORS WIDER THAN T-0". BOTTOM TRACK F YPJ PROVIDE BLOCKING AS REQ. TO SUPPORT SHELVING, EQUIPMENT, AND DECORATIVE \ DOOR / OPENING/ \ / 05 0 X 1 \ 1' - 6" TYP. LINO. -- I 8'- 6" MAX. 16 GA. DOUBLE STUDS OR HDS SINGLE STUD LARGE BELOWCEILINGo ,OPENING,_ 0 � o o � o � o �- o � 8' - 6" MAX. 16 GA. DOUBLE STUDS OR HDS SINGLE STUD 03 BELOW CEILING OPENING / X \ 4'- 6" MAX. CEILING LINE SLIP TRACK OR HDS SINGLE STUD PROVIDE FULL HEIGHT CONTROL JOINTS ON STRIKE SIDE OF DOORS 3'-0" WIDE AND UNDER, PROVIDE FULL HEIGHT CONTROL JOINTS ON BOTH SIDES OF DOORS WIDER THAN T-0". 4'- 6" MAX. FULL HEIGHT WALL METAL STUD WITH FULL HEIGHT GYPSUM WALLBOARD (GWB) BOTH SIDES. 7 NOTES: 1 1. CONTROL JOINTS SHALL BE INSTALLED ON BOTH SIDES 1 OF ALL PARTITIONS. 2. CONTROL JOINTS SHALL BE INSTALLED EVERY 20'-0" ON BOTH SIDES OF ALL CURVED WALL PARTITIONS, AND EVERY 30'-0" ON BOTH SIDES OF STRAIGHT PARTITIONS. ALIGN CONTROL JOINTS WITH EDGE OF CLOSEST ARCHITECTURAL FEATURE. 3. PROVIDE FULL HEIGHT HDS STUDS AT ALL OPENINGS AND DOOR LOCATIONS. ALTERNATE: STUDS DESIGNATED AS "16 GAUGE PAIR" SHALL EXTEND FULL HEIGHT FROM FLOOR TRACK TO TRACK AT STRUCTURE ABOVE AND SHALL BE STITCH WELDED 1/8" FLARE BEVEL STITCH WELD - 3/4" PER 24", BOTH SIDES. CONTRACTOR NOTE 1. IN NO CASE SHALL DOUBLE STUDS OR HDS STUDS AT i SIDES OF OPENING BE CUT FOR DUCTWORK OR OTHER MECHANICAL, ELECTRICAL, OR PLUMBING SYSTEMS. ------------------------------------------------------------------------------------- --� TYPICAL PARTITION FRAMING DETAILS A-103, I ------L---- 1 MTL. TRACK TRACK TO BE CUT, BENT AND THEN SCREWED TO STUDS MTL SILL TRACK BELOW TRACK TO BE CUT, BENT AND THEN SCREWED TO STUDS HDS STUD OR DOUBLE MTL STUDS AT BOTH JAMBS; JOIN MTL. TRACK STUDS WITH 2" LONG INTERMITTENT WELDS MTL TRACK AT FLOOR HDS MTL STUD 4T BOTH JAMBS; 4NCHOR TO DECK DR STRUCTURE ABOVE SCREW TYPICAL CONTROL DOUBLE 3 5/8" OR 6" MTL. STUDS • BACKER ROD &FIRE STOP SEALANT, I LAYER OF GYPSUM I VINYL OR METAL CONTROL JOINT BACKER ROD AND FIRE STOP BOARD 1!2" GAP MAX. 5/8" TYPE "X" GYPSUM BOARD _ SEALANT CONTINUOUS AT STUD OR CLIP ANGLES RATED CONSTRUCTION 1,11/2" 5/8" TYPE "X" GYPSUM BOARD ROOF SYSTEM ABOVE, RE: ROOF PLAN r/ I MTL. STUDS TOP AND BOTTOM OF _■I■I■II ---4 OR HDS SINGLE STUD PROVIDE FULL HEIGHT CONTROL JOINTS ON STRIKE SIDE OF DOORS 3'-0" WIDE AND UNDER, PROVIDE FULL HEIGHT CONTROL JOINTS ON BOTH SIDES OF DOORS WIDER THAN T-0". 4'- 6" MAX. FULL HEIGHT WALL METAL STUD WITH FULL HEIGHT GYPSUM WALLBOARD (GWB) BOTH SIDES. 7 NOTES: 1 1. CONTROL JOINTS SHALL BE INSTALLED ON BOTH SIDES 1 OF ALL PARTITIONS. 2. CONTROL JOINTS SHALL BE INSTALLED EVERY 20'-0" ON BOTH SIDES OF ALL CURVED WALL PARTITIONS, AND EVERY 30'-0" ON BOTH SIDES OF STRAIGHT PARTITIONS. ALIGN CONTROL JOINTS WITH EDGE OF CLOSEST ARCHITECTURAL FEATURE. 3. PROVIDE FULL HEIGHT HDS STUDS AT ALL OPENINGS AND DOOR LOCATIONS. ALTERNATE: STUDS DESIGNATED AS "16 GAUGE PAIR" SHALL EXTEND FULL HEIGHT FROM FLOOR TRACK TO TRACK AT STRUCTURE ABOVE AND SHALL BE STITCH WELDED 1/8" FLARE BEVEL STITCH WELD - 3/4" PER 24", BOTH SIDES. CONTRACTOR NOTE 1. IN NO CASE SHALL DOUBLE STUDS OR HDS STUDS AT i SIDES OF OPENING BE CUT FOR DUCTWORK OR OTHER MECHANICAL, ELECTRICAL, OR PLUMBING SYSTEMS. ------------------------------------------------------------------------------------- --� TYPICAL PARTITION FRAMING DETAILS A-103, I ------L---- 1 MTL. TRACK TRACK TO BE CUT, BENT AND THEN SCREWED TO STUDS MTL SILL TRACK BELOW TRACK TO BE CUT, BENT AND THEN SCREWED TO STUDS HDS STUD OR DOUBLE MTL STUDS AT BOTH JAMBS; JOIN MTL. TRACK STUDS WITH 2" LONG INTERMITTENT WELDS MTL TRACK AT FLOOR HDS MTL STUD 4T BOTH JAMBS; 4NCHOR TO DECK DR STRUCTURE ABOVE SCREW PARTITION "LC" BEAD SEALANT CJ 1 INTERIOR PARTITION NON -EXPOSED EDGE GYPSUM BOARD SUSPENDED CEILING SYSTEM CONTROL JOINT CJ 2 CONTROL JOINT FOR GYPSUM BOARD CEILING CEILING GRID SUSPENSION SYSTEM CASTING BEAD 1/8" EACH SIDE CONTINUOUS 2" WIDE NEOPRENE FILLER PARTITION CJ 3 PARTITION ATTACHMENT TO CEILING GRID TYPICAL CONTROL LINE OF PARTITION JOINT FOR PARTITION TYPE REQUIRING 111 LAYER OF GYPSUM SEALANT AND BACKER ROD BOARp / PARTITION 1/2" GAP N SOLID ATTENUATION BLANKET COMPRESSED TO FILL OPENING AT PARTITION L -BEAD CJ 4 CONTROL JOINT AT PARTITION TYPICAL CONTROL DOUBLE 3 5/8" OR 6" MTL. STUDS JOINT FOR PARTITION TYPE REQUIRING 111/ BACKER ROD &FIRE STOP SEALANT, BOTH SIDES; LOCATE @ LAYER OF GYPSUM I CONTINUOUS. VINYL OR METAL CONTROL JOINT BACKER ROD AND FIRE STOP BOARD 1!2" GAP MAX. 5/8" TYPE "X" GYPSUM BOARD BACKER ROD & FIRE STOP SEALANT, SEALANT CONTINUOUS AT STUD OR CLIP ANGLES RATED CONSTRUCTION 1,11/2" 5/8" TYPE "X" GYPSUM BOARD ROOF SYSTEM ABOVE, RE: ROOF PLAN r/ I MTL. STUDS TOP AND BOTTOM OF ---4 AS REQ'D FOR CONNECTION I I A-103 I I TRACK TO BE CUT, STUDS, @ ALL DOOR FRAME HINGE POINT METAL DECK HEAD CONDITIONS SCREW 1 CONTINUOUS 2" WIDE X 20 GA. UNITS) MTL. TRACK TRACK TO BE CUT, — — — — — — — J BENT AND THEN LOCATIONS AND @ ASSEMP LY GYPSUM B CARD — — — AS REQ'D I I METAL STRAP. ATTACH M BOARD ROOF ASSEMtto BENT AND THEN SCREWED TO STUDS REMAINING PORTION OF NAL PER UL#P732 AP ENDS OF INSULATION WITH EALING INSULATION - 1 GYPSUM BOARD TO STRAP AT POWER TENEN BTL. FASTENERS FILL DECK SCREWED TO STUDS FLUTE RECESS CONTIGUOUS WITH PARTITION - ATTACH TO STUDS NOT TO EXCEED AT 12" O,C. MAX. (TYP, FOR ANGLES FLUTE RECESS WITH SATINS WHERE PARTITION TERMINATES DECK WITH POWER DRIVEN FASTENERS AT 12" O.C. MAX. I 1 CONCRETE FLOOF I 8" O.C. MAXIMUM. TRACK TO BE CUT, BENT BOTH SIDES) INSULATION77 48" O.C. ASSEMBLY 1 (GRID - I AND THEN SCREWED TO STUDS MTL TRACK AT FLOOR T-/ a 1/2" THICK ° a Q ° a I I 1 BOTTOM OF DECK CONTINUOUS 20 GA. 2-1/2" X 2-1/2" METAL 7„ 7„ c FIRE/SMOKE o a e a a CEILING RUNNEF I 1 1 4 1 ANGLE WITH 2-1/2" WIDE PIECE OF RESISTANT MATERIAL a a d / a a MIN. 20 GAUGE I /a' FLANGES STEEL BEAM, RE: STRI I,^_ T. q TYPICAL, U.N.O. ON PLANS GYPSUM BOARD USED FOR THE WALL - FILL DECK FuirF a a d STEEL REAM, RE: STRUCT. ATTACH TO PLATE OR STEEL DECK AT 12" RECESS (ROTH SIDE` —l/ o 6" TYP. SPRAY APPLIED O.C. MAXIMUM. SPRAY FIREPROOFING, RE: CONT. 20 GA, NOTE: FIRESTOPPINT I SEE PARTITION SCHEDULE SEE PARTITION FIREPROOFING: SPRAY APPLIEDFIREPROOFING DO NOT ATTACH GYPSUM SPECIFICATIONS SECTION 078100 CONT, z0 GA. FOR WIDTH OF PARTITIONS SCHEDULE FOR WIDTH OF PARTITIONS 2 t/2" x 2 1/2" SEE PARTITION SCHEDULE SEE PARTITION SCHEDULE 'FALANT 1 BOARD TO TOP TRACK. FOR WIDTH OF PARTITIONS cd FOR WIDTH OF PARTITIONS SCHEDULE SEE PARTIT10F 2 t/2" x z t/z" SEE PARTITION SCHEDULE CONT. 2" WID x MTL. ANGLE WITH FOR WIDTH PARTITIONS 20 GA, 'Z' CLIP; FOR WIDTH OF PARTITIONS SEE PARTITION SCHEDULE O DOUBLE DOOR /LARGE OPENING HEADER DOOR OPENING HEADER zD GA. MTL' STRAP 2 7/2" WIDE PIECE of GYP, BD. USED FOR WIDTH OF PARTITIONS SEE PARTITION SCHEDULE I SCALE. 3"=1'-0" Ort L SCALE: 3"=1'-0" HEADER 03 LARGE OPENING JAMB STUDS 20 GA. 'Z' CLIP; ATTACH FOR FOR WIDTH OF PARTITIONS - - STRUCTURAL. RE: INFO FOR FIRE of GYP. Rn. USED SCALE 3"=1'-0" O� SCALE Y= OG DOOR OPENING JAMB STUDS J CORNER FRAMING 2T GA. MTL STRAP ATTACH GYP. Rn. SCALE .3"=r-0° OG V 07 WALL INTERSECTION FRAMING ------------------------------- CALF: 3" = 1'-0" SCALE: 3" HEAD OF WALL DETAIL OH (NON -RATED) FOR THE WALL 3 1 o.c, MAx. 1 - - - - - - - - - - TO STRAP AT 8" SCALE 3" = 1'-0" CONTROL JOINT DETAILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A-103 MAX. 1 —1GRID — — — — — — L — — — — — — OR STEEL DECK AT t2"o.c. MAX.TRACK QC. MAX. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FIRE TYPICAL PARTITION "LC" BEAD SEALANT CJ 1 INTERIOR PARTITION NON -EXPOSED EDGE GYPSUM BOARD SUSPENDED CEILING SYSTEM CONTROL JOINT CJ 2 CONTROL JOINT FOR GYPSUM BOARD CEILING CEILING GRID SUSPENSION SYSTEM CASTING BEAD 1/8" EACH SIDE CONTINUOUS 2" WIDE NEOPRENE FILLER PARTITION CJ 3 PARTITION ATTACHMENT TO CEILING GRID TYPICAL CONTROL LINE OF PARTITION JOINT FOR PARTITION TYPE REQUIRING 111 LAYER OF GYPSUM SEALANT AND BACKER ROD BOARp / PARTITION 1/2" GAP N SOLID ATTENUATION BLANKET COMPRESSED TO FILL OPENING AT PARTITION L -BEAD CJ 4 CONTROL JOINT AT PARTITION MAX. 1 ` 5/6" TYPE "X" GYPS IUM BOARD DOUBLE 20 GAUGE METAL STUDS WITH 1"X226A METAL STRAP PLATES AT T-6" O.C. EACH SIDE CJ 5 INTERSECTION/ CHANGE IN CONSTRUCTION METAL GYPSUM BOARD CONTROL JOINT CJ 6 DOOR CONTROL JOINT NOTE: LOCATE CONTROL JOINTS IN UNINTERRUPTED WALL SPANNING MORE THAN 30"-0" & WHERE INDICATED ON DRAWINGS, OR ATA CHANGE IN MATERIALS, FINISH, BACKING, OR INSIDE FACE OF BRICK EXPANSION JOINT. ASSEMBLY GA-WH1651-0318.1 JL•]f[�71'r 5/8" TYPE "X" GYPSUM BOARD BACKER ROD & FIRE STOP SEALANT, CONTINUOUS. VINYL OR METAL CONTROL JOINT CJ 7 1 HOUR PARTITION CONTROL JOINT SECTION CONTROL JOINT FOR PARTITION TYPE REQUIRING (2) LAYERS OF GYPSUM BOARD NOTE: LOCATE CONTROL JOINTS IN UNINTERRUPTED WALL SPANNING MORE THAN 30'-0" & WHERE INDICATED ON DRAWINGS, OR AT A CHANGE IN MATERIALS, FINISH, BACKING. VINYL OR METAL CONTROL JOINT BACKER ROD & FIRE STOP SEALANT, CONTINUOUS. 5/8" TYPE "X" GYPSUM BOARD CONTROL JOINT SECTION 1 LAYER 5/8" TYPE "X" GYPSUM BOARD BACKER ROD & FIRE STOP SEALANT, CONTINUOUS. VINYL OR METAL CONTROL JOINT r ------r----------------------- TYPICAL CONTROL VINYL OR METAL CONTROL JOINT JOINT FOR PARTITION TYPE REQUIRING 111/ BACKER ROD &FIRE STOP SEALANT, LAYER OF GYPSUM I CONTINUOUS. VINYL OR METAL CONTROL JOINT BACKER ROD AND FIRE STOP BOARD 1!2" GAP MAX. 5/8" TYPE "X" GYPSUM BOARD BACKER ROD & FIRE STOP SEALANT, SEALANT CONTINUOUS AT / CONTINUOUS AT RATED CONSTRUCTION. RATED CONSTRUCTION 1,11/2" 5/8" TYPE "X" GYPSUM BOARD ------- --------------------- r/ I GAP MAX. MAX. 1 ` 5/6" TYPE "X" GYPS IUM BOARD DOUBLE 20 GAUGE METAL STUDS WITH 1"X226A METAL STRAP PLATES AT T-6" O.C. EACH SIDE CJ 5 INTERSECTION/ CHANGE IN CONSTRUCTION METAL GYPSUM BOARD CONTROL JOINT CJ 6 DOOR CONTROL JOINT NOTE: LOCATE CONTROL JOINTS IN UNINTERRUPTED WALL SPANNING MORE THAN 30"-0" & WHERE INDICATED ON DRAWINGS, OR ATA CHANGE IN MATERIALS, FINISH, BACKING, OR INSIDE FACE OF BRICK EXPANSION JOINT. ASSEMBLY GA-WH1651-0318.1 JL•]f[�71'r 5/8" TYPE "X" GYPSUM BOARD BACKER ROD & FIRE STOP SEALANT, CONTINUOUS. VINYL OR METAL CONTROL JOINT CJ 7 1 HOUR PARTITION CONTROL JOINT SECTION CONTROL JOINT FOR PARTITION TYPE REQUIRING (2) LAYERS OF GYPSUM BOARD NOTE: LOCATE CONTROL JOINTS IN UNINTERRUPTED WALL SPANNING MORE THAN 30'-0" & WHERE INDICATED ON DRAWINGS, OR AT A CHANGE IN MATERIALS, FINISH, BACKING. VINYL OR METAL CONTROL JOINT BACKER ROD & FIRE STOP SEALANT, CONTINUOUS. 5/8" TYPE "X" GYPSUM BOARD CONTROL JOINT SECTION 1 LAYER 5/8" TYPE "X" GYPSUM BOARD BACKER ROD & FIRE STOP SEALANT, CONTINUOUS. VINYL OR METAL CONTROL JOINT r ------r----------------------- 7---------------------------------------------------- I FIRE RATING DETAILS ------- --------------------- ---------------------------------------------------------------------------- ---4 A-103 I I 1 METAL DECK HEAD CONDITIONS L 1 CONCRETE SLAB HEAD CONDITIONS (UNDER RTU UNITS) ROOF — — — — — — — J ASSEMP LY GYPSUM B CARD — — — I OPTIONAL PER JL#P732 M BOARD ROOF ASSEMtto FILL OECK FLUTE RECESS NAL PER UL#P732 AP ENDS OF INSULATION WITH EALING INSULATION - 1 POWER TENEN BTL. FASTENERS FILL DECK 'KITH 1/2" THICK FIRE/SMOKE HEST STANT FILL MATERIAL FLUTE RECESS CONTIGUOUS WITH PARTITION - ATTACH TO AT 12" O,C. MAX. (TYP, FOR ANGLES FLUTE RECESS WITH SATINS WHERE PARTITION TERMINATES DECK WITH POWER DRIVEN FASTENERS AT 12" O.C. MAX. CONCRETE FLOOF I BOTH SIDES) INSULATION77 IR CHANGES DIRECTIONS ASSEMBLY 1 (GRID I T-/ a 1/2" THICK ° a Q ° a I BOTTOM OF DECK 1/4" Nom. 7„ 7„ c FIRE/SMOKE o a e a a CEILING RUNNEF I BOTTOM OF DECK 4 1 CORNER GUARD EACH CORNER, RESISTANT MATERIAL a a d / a a MIN. 20 GAUGE I /a' FLANGES STEEL BEAM, RE: STRI I,^_ T. q TYPICAL, U.N.O. ON PLANS FILL DECK FuirF a a d STEEL REAM, RE: STRUCT. RECESS (ROTH SIDE` —l/ o SPRAY APPLIED SPRAY FIREPROOFING, RE: CONT. 20 GA, FIRESTOPPINT I FIREPROOFING: SPRAY APPLIEDFIREPROOFING SPECIFICATIONS SECTION 078100 CONT, z0 GA. _ 2 t/2" x 2 1/2" 'FALANT 1 cd 2 t/2" x z t/z" CONT. 2" WID x MTL. ANGLE WITH 20 GA, 'Z' CLIP; GWB STEEL COLUMN, RE: MTL. ANGLE WITH z t/z" wlnE PIECE zD GA. MTL' STRAP 2 7/2" WIDE PIECE of GYP, BD. USED CONT. 2° WIDE X I ATTACH TO BEAM JOINT TAPE 20 GA. 'Z' CLIP; ATTACH - STRUCTURAL. RE: INFO FOR FIRE of GYP. Rn. USED ATTACH GYP. RD, To STRAP Ar s" FOR THE wqu_ - 2T GA. MTL STRAP ATTACH GYP. Rn. 7 — @ o" O.C. MAX. TO BEAM @ 2'-0" O.C. RESISTANCE REQUIREMENTS. FOR THE WALL o.c, MAx. ATTACH TO PLATE TO STRAP AT 8" MAX. 1 —1GRID zo GA. MTL TRACK OR STEEL DECK AT t2"o.c. MAX.TRACK QC. MAX. FIRE —FIRE COMPOUND \�� NOTE: I COMPOUND EA. INTERIOR PARTITION TYPE BF no NOT grTAc H cYP. B D. o TOP TRACK. NorN Noce I SIDE SLIP TRACK; ATTACH TO 'Z' CLIPS "v EACH SIDE, UNLESS OTHERWISE nn NOT ATTACH GYP. Bn, `' TTP TRACK. no To NnT ATTACH cYP. Rn. roP TRACK. 1 SLIP TRACK; ATTACH TO 'Z' A PLAN TRACK AT VERTICAL JOINTS NOTED ON FLOOR PLANS I I CLIPS IN GYPSUM BOARD; ATTACH TO ANGLE AT TOP & NOTCH OR FORM TAB TO NOTE:6"STEEL ATTACH TO TRACK AT BOTTOM TYPICAL. FOR S"STEEL COLUMNS, "STEEL COLUSHOWMNS, EEL DEC!, ROOF 5/8" GYPSUM BOARD ON METAL ADD 1"TO EACH DIMENSION. ONE HOUR FIRE RESISTANT AND PARA ONE HOUR FIRE RESISTANT vrR�r� �InaP Nr+I 1 STUD FRAMING, APUT TIGHTLY �j PJ2 5/8" GYPSUM BOARD ON METAL STUD FRAMING, ONE HOUR FIRE RESISTANT SMOKE BARRIER AND ONE HOUR FIRE RESISTANT SMOKE BARRIER ONE HOUR FIRE RESISTANT AND I I TO FIREPROOFING; RE: PLAN & AT.2 FOR PARTITION TYPE ABUT TIGHTLY TO FIREPROOFING; RE: PLAN & UL -HW -D-0043 UL -HW -D-0043 ONE HOUR FIRE RESISTANT SMOKE BARRIER I T.2 FOR PARTITION TYPE UL -HW -D-0083 1 A FIRE RATED - COLUMN FURRING TYPICAL1 e I RATED PARTITION UNDER BEAM A-102 1 1/2" = 1'-0" FIRE RATED - HEAD OF WALL AT DECK1 I RATED PARTITION ADJACENT TO BEAM A-102 1 1/2" = 1'-0" - - - - - A-102 FIRE RATED - HEAD OF WALL AT BEAMS1 1 1/2" = 1'-0" MEN E M ■•.■- ■.■.■ ■•EM■ ■NR■ DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant B- �4,8FD ARC+ \ Issue/Revisions Date No. PERMIT SET 12/17/2012 Project Information Sheet Information Sheet Title: FRAMING DETAILS PERMIT SET 12/17/2012 Sheet Number: -102 2 DPA Project: 12415.00 LOPYftIGXi 2011 -DANS PPRTNEgSNIP. P.C. DIMENSION PLAN NOTES ■SONO ■���■ t. THIS DRAWING IS INTENDED TO SHOW 6. ALL INTERIOR PARTITION DOORS FI ■. ■. - EXTERIOR WALL LOCATIONS, ROUGH LOCATED WITH HINGE SIDE 6" FROM FINISH OPENINGS, INTERIOR PARTITION TYPES, FACE OF ADJACENT WALL, OR STRIKE SIDE AND INTERIOR PARTITION LOCATIONS. t'-6" FROM FINISH FACE OF ADJACENT WALL, WOMEN U.N.O. ON PLANS. 2. FOR DEPARTMENT PLANS AND INTERIOR ELEVATIONS, REFER TO THE 230 SERIES. 7. ALL INTERIOR CORRIDOR DOORS TO BE CENTERED WITHIN CORRIDOR, U.N.O. ON DAV I S 3. FOR INTERIOR FINISH INFORMATION, PLANS. REFER TO THE 1-100 AND 1-200 SERIES. 8. WALLS WITHOUT LABELS TO 8E TYPE DOb 4. FOR CEILING PLAN INFORMATION, REDFER TO HE 300 SERIES. 9. ALL FURRING AROUND ROOF DRAINS AND PARTNERSHIP STRUCTURAL MEMBERS (COLUMNS AND ARCHITECTS 5. IN ROOMS WITHOUT CEILINGS, FURRING BRACE FRAMING) TO BE PARTITION TYPE WALLS NEED TO ONLY GO TO 12'-0" A.F.F. "CF"; U.N.O. Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 I 27,_0„ ...`.. - -27 0' 27,_0„ 12'_O„ 27'_0„ _- - 2' Consultant -7 3/4„ 6'-11 112' 6'_11 1/2' l'- 9 1/4' Heol '— CENTERLINE OF GRIDS AEo3 9,_0„ 9-0 g' - AN � 9'-0' 7,1 g,_0, 9 0, 1 ADO6 D07 DOB A i X AFo1 0.8 VESTIBULE- - DOb rn I DOb ALIGN 9'-1 Doi- 1101 1, D1 f I 10'-3 YA DOb 5., MED. RECORD / COORDINATOR - - 17' -� DOb CONSULT DOb PROVIDER OFFICE 6 7/8" /AD01 DOb BILLING OFFICE OFFICE 11 5/8 / 9'_1' J � 4' -11' 20' - 8' - _ 1141 _ 0 1144 sAo1 eAoz 1 _9 � � 7 . o - - I 1142 - 1143 � � o .,. - BA01 ' 2' 10' Aco1 Cop AUDIO p _ --_ _.. 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FITS VISION / 10" 10' -9 4' - 0" 13' - 1" SHOWER 1136 col 1 0 o O m ) � 1138 1137 STAIR F1b 9'_ pp -yip ❑ a?� Z DOb PUBLIC TILT D1 - 113 _ �DX 11 l� B-1 I L® n O N a a ap DOb DX M 1146 0 / 1 1.1 DOb `o iv o i� Z p / O r DOb o 112 p1 DOb 1� ( a _ D1 o TREATMENT J io y n DOb o o U 1 LL v /- ��: \ DOb iv A CHECK IN /OUT a a A 1107 DOb n= G - - DOb ( DOb— — o Q IN ;AKE m a ❑ F1b l CONFERENCE F1b to S.0 < m O t1 a D 4 10,- 3141, ^ 1O'� Dnoe a m ih U 10" 10' - 9" 4' - 0" 2' - 9" 10' - 4" 4' - 0" 5' - 0" LL o 8' - 1" B' - 5" 8' - 5" 9' - 4" 6' - 0" -�b QD EXAM O l Sy / a, 2„ MAIN E15 OTRICAL ,\ 2" 00 v Z 6' - 11" 0 4' - 10" I CORRIDOR a - m s c DOb OFFICE DOb DOb D1 0 1 8 m o ^ o C-71006 io o. 1135 DF / D1 F1b 10. 10 _ 3 -8' q,' �l / Dnp? DOb -� Z o ❑ 0 1105 fD b DO ❑ CORRIDOR ^ O 9" 6 Issue/Revisions Date NO. CORRIDOR c� 4 1'_ 5'. o v i_ 6'-3" T-11" P o o I C -1100D 121-1p' C-1500 TREATMENT WELLNESS GYM ��I ✓` o o PATIENT TLT ❑ n ❑ ❑ 0" 20' - 0" / ❑ w 9" ELEVATOR o a' 1 v ^ PERMIT SET 12/17/2012 b 1108 -- 1100 = ❑ "v 1124 r- 1 I •� 0° F 1513 ^ / F ---'0 0 D1 DOb n o DOb Oo �8'-0„ 16 1 O ^ N ro CF FUTURE a TECH WORK m DRUG TESTING DOb o io 01 0 1b v /� O (� / �rw *_ 0 0 " LAB EXAM STAFF TILT D1 N "°® CONNECTING 2 1 ❑ 1117 U 1123 I I o 1 io BRIDGEABOVE DOb CF 1126 DO 1134 DF / 1DOb 101 515_ / o Dnoe TREATMENT J ih DOb ELECTRICAL m DOb I _ 0 9" 5' - 0 1/2" I EQ E / 4 F1b DOb 1109 1155 U U n CF Q 1'. ° o WATER NTRY 01. DOb o eo DOb D7 �* CF d p v D1 q �` O 15 1` Dob Cob - ❑ ❑ ❑ ❑ Ob - - - - - . \ / ^ O r �.•l ,n : io _ EXAM o o n CORRIDOR o P TIENT TLT `? _ ❑ M o o o o o 1' _ S„ 1133 n, h 1_ i v m 10" ❑ C -1100A 1125 2' - 3" ❑ ❑ DOb l 0 12'_ 2„ D1 / / BREAKDOWN / RECEPTION- - / 2„ Doe o o 0 12'-5" 5'-11" 3'-0" 5'-8" 6'-2" 4'-9" 1'-11" 8'-4" 3'-4" 1'-3" 8'-5" 8' S" 8" 4'-9" 2'-10" 4'-2" 2'-4" 4'-8" 3'-0" 4'-1" 4'-0" 1'-8" 23'-9" O .� STAGING 1509 e'" CF DAp5 DOb ^ 10" `v- , „ L � O v 1 _g 8 10 1'-8 70 � g" O / X9.5., � _ w i,; c � ••. 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S�Q�c�r�?1 �lrc���i /�-�✓�lM��f Com/ l/i'�o �aGGlc� l � �-vPr PERMIT SET 12/17/2012 Nw G C2 Sheet Number: A-213 DPA Project: 12415.00 COPYRIGHT 2J1, - OANS PgRTNFItSHN, P L. I N 27'- 0„ 27'- 0, 27, _ 0„ ; ' 12' - 0" 15 0" 27'- 0„ 6, _ all DIMENSION PLAN NOTES t. THIS DRAWING IS INTENDED TO SHOW 6. ALL INTERIOR PARTITION DOORS TO BE EXTERIOR WALL LOCATIONS, ROUGH LOCATED WITH HINGE SIDE 6" FROM FINISH OPENINGS, INTERIOR PARTITION TYPES, FACE OF ADJACENT WALL, OR STRIKE SIDE AND INTERIOR PARTITION LOCATIONS. 1'-6" FROM FINISH FACE OF ADJACENT WALL, U.N.O. ON PLANS. 2. FOR DEPARTMENT PLANS AND INTERIOR ELEVATIONS, REFER TO THE 230 SERIES. 7. ALL INTERIOR CORRIDOR DOORS TO BE CENTERED WITHIN CORRIDOR, U.N.O. ON 3. FOR INTERIOR FINISH INFORMATION, PLANS. REFER TO THE 1-100 AND I-200 SERIES. 8. WALLS WITHOUT LABELS TO BE TYPE DOb 4. FOR REFLECTED CEILING PLAN INFORMATION, REFER TO THE 300 SERIES. 9. ALL FURRING AROUND ROOF DRAINS AND STRUCTURAL MEMBERS (COLUMNS AND 5. IN ROOMS WITHOUT CEILINGS, FURRING BRACE FRAMING) TO BE PARTITION TYPE WALLS NEED TO ONLY GO TO 12'-0" A.F.F. "CF": U.N.O. Vr'PII.0 Vr'YIVC " - - I -, '-- RV RJC JIHIIVR / °D DOb DF o MEDS DOb n NURSE STATION 1.1 DOb 1279 1278 ;� p 2149 6 0'� 6 -0' N D7 cnoz 1,_2„ r - CF � I � 2134 0 3'_0« � D1 � 2535 /.STAFF TILT DOb CF ® v N Dpb � 2136 - - a - - 2 - — - DOb 6 - - <o ® D1 \ / a a a aco DOb Lo ro a LL p a❑ 9 10" 8, Dpb/ l 0 0 0 ^ o o CORRIDOR ❑ p 10' - 3" ❑ 10' - 2" U 7" 6' 0" 10' - 3' U 10' - 2" U 7" ' - 0" 0', / CONFERENCE» T p ❑ ❑ in C -2100G 4- _ 1' io DOb / 1q'• 2531 m ceo3 b DOh 2148 ' DOh DOb CF Flb 21, o NURSE STATION NURSE STATION DX E) 2119 ° 2129 o CORRI R EXAM Tb �IDOR 2757 EXAM DOb CONFERENCE SOILED DXC-210 H 2158 2163 4 1 j ' 9" PATIENT TLT 0 2133 ❑ io DO 'ELEVATOR ^ 2526 C RRI ® O DOR b T I 1 N �/ � 0' ` o o CORRID R o o CORRID R DX DOb p oDOb o EXMo C-21 00 N / 1507 F1D / DOb p ❑ C-2100 ❑ DOh ❑ EXAM / �10'-S„ cem OC-2100 2156 "7'-t" 2' - 1"b p DX DOh cpBONE DENSITI^Dp '�EXAM 1'-51EXAM EXAM EXAM EXAM v x 2145 EXAM DOb r1� D72117 2118 DOb o LDOb CLEAN–] ❑ DObsL2155 DOh U HSKP DRESSINGpbb o2132 p C 2532 DOb Dpb 2524 DOb L - Lo - Lo DOb n a O D ULTRASOUND / DO o o DOb CF io EXAM p EXAM p o r tD 10' - 3" ❑ 9' - T 6" 6' - 8" bo DO 10' - 3" ❑ 9' - 7" " 8 6' - 0.1 3.710-11 6' - 5" 11" 2143 EXAM 2153 EXAM STAFF TLT ❑ CF DF 6' 7CF\ Dpb o Dpb 2527 no n DOh r CF 2144 DOh 2154 2762 DOh 3 _2 DOh o VITAL 0 oos rn EXAM EXAM EXAM EXAM N DOb "' U LT. 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DF O / 2516 DOh (moo 0 o J 01 N CY! L_ 1-1), D T 1' - 8" 2 - 4' 14'/8" 10' - 8 ..,:... .............MALE TLT, ........... FEMALE TLTr -. N -- ' 3 - 0' q y a / ono, 0 5.1 2107A� VESTIBULE _- _ l Q LAB 0 55, _ 0„ 2106A 2001 ----- _ DO l 01 0 2518 `r v - -- -- ---- DOb Oo 1c' cnoz - — - - - S b SPECIMEN p� 3 0" SP TL ,. 517 10 9'-p" EAoa Erol o D 6'- 1p, ro / THERAPEUTIC Ob PHLEBOTOMY oQ 8„ o O onoz o -__ 2575 0 - - Eoo, DRAW 78, 0 D7 O /' e ECO C , 10 112 2513 BLOOD DRAW 0 -- k- y,_0' 2514 003 dr ,/ — 111 ( 0 27 0 12-0 15-0 27-0 - - --- /q WS -A1 DBoz.� / c B C D I p.1 E I F G \ "`' -N m LEVEL 2 DIMENSION PLAN ■ENE■ ■EENN ■■ ■ENE ■ ■ ■ ■ DAV I S PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, C081632 970.926.8960 Consultant t, RHYNE B-1720 G EC 1 8 ?nt D AV S`\% Issue/Revisions Date No. PERMIT SET 12/17/2012 Project Information Sheet Information Sheet Title: LEVEL 2 DIMENSION PLAN PERMIT SET 12/17/2012 Sheet Number: A-214 DPA Project: 12415.00 C -RIGHT -1 PARTNERSHIP. P C. I , ■ENE■ ■EENN ■■ ■ENE ■ ■ ■ ■ DAV I S PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, C081632 970.926.8960 Consultant t, RHYNE B-1720 G EC 1 8 ?nt D AV S`\% Issue/Revisions Date No. PERMIT SET 12/17/2012 Project Information Sheet Information Sheet Title: LEVEL 2 DIMENSION PLAN PERMIT SET 12/17/2012 Sheet Number: A-214 DPA Project: 12415.00 C -RIGHT -1 PARTNERSHIP. P C.