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Home My WebLink AboutB20-0420_approved plans_1611352926137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Cover A0.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1 Approach 2 From the NorthWest 1469 GREENHILL COURT VAIL COLORADO LOT 11 GLEN LYON SUBDIVISION CONTACTS VICINITY TABLE OF CONTENTS Sheet Number Sheet Name A0.0 Cover A1.0 Site A2.0 ENTRY EAST A2.1 GUEST EAST A2.2 LIVING EAST A2.3 ROOF EAST A2.4 ENTRY WEST A2.5 GUEST WEST A2.6 LIVING WEST A2.7 ROOF WEST A3.1 Elevations A3.2 Elevations A4.0 Sections A4.1 Sections A4.2 Sections A5.0 Wall Sections A6.0 Stairs A6.1 Fire Places A7.0 Details A8.0 Schedules C001 Cover & Notes C002 Driveway Grading Plan C003 Excavation Plan C004 Erosion Control Plan C005 Construction Details EL0.1 legend/note/schedule EL1.0 Lighting Entry East EL1.1 Lighting Guest East EL1.2 Lighting Living East El1.3 Lighting Entry West EL1.4 Lighting Guest West EL1.5 Lighting Living West LA1.1 Landscape LA5.1 Details & Precedents S1.0 General Notes S2.0 Foundation Plan- East S2.1 Guest Floor Framing - East S2.2 Living Level Framing - East S2.3 Roof Level Framing - East S2.4 Foundation Plan- West S2.5 Guest Floor Framing - West S2.6 Living Level Framing - West S2.7 Roof Level Framing - West S3.1 Foundation Details S3.2 Foundation Details S4.1 Framing Details S4.2 Framing Details S5.1 Roof Framing Details TOV 1.0 GRFA TOV 1.1 Site Cover/Landscp TOV 1.2 Hgt 1 TOV 1.3 Hgt 2 TOV 1.4 Slope LANDSCAPE DESIGN LANDSCAPE TECHNOLOGY GROUP CONTACT Rick Leeman 970 524 0138 INFO@LANDSCAPETECHNOLO GYGROUP.COM STRUCTURAL ENGINEER IMEG CONTACT Hannes Spaeh 970 390 8910 hannes.p.spaeh@imegcorp.com CIVIL ENGINEERING MARCIN ENGINEERING CONTACT Tim Thompson 970 748 0274 Tim@MarcinEngineering.com ARCHITECT RKD ARCHITECTS CONTACT JACK SNOW 970 926 2622 SNOW@rkdarch.com GENERAL CONTRACTOR Sentry Construction CONTACT Mike Young 970 376 2020 mikeyoung2020@mac.com ZONING SUMMARY ZONING: P/S LAND USE: LOW DENSITY RESIDENTIAL LOT SIZE 30.753.46 SF .706 ACRE LOW DENSITY RESIDENTIAL ZONING LOT SIZE 43,560 x .706= 30,753.36 SF GRFA= 4,600 FIRST 10,000 1,900 10,001 - 15,000X.38 1,950 15,001 -30,000 X .13 753.36 30,001+ X .06 YIELD 8,450 GRFA SEE SHEETS TOV1.0 &TOV1.1 FOR ADDITIONAL INFORMATION GRFA: TOTAL GRFA 8,450 ALLOWED Allowed 3,380 40% East 5,070 60% West Proposed 3,187 East 4,785 West 7,972 TOTAL Proposed SITE COVERAGE PERMITED: 20% OF LOT= 6,151 MAX 5,623 PROPOSED LANDSCAPE MINIMUM REQUIREMENT: 60% OF LOT= 18,452 REQUIRED 23,070 PROPOSED HEIGHT: MAX SLOPED: 33'-0" MAX PROPOSED: 32'=5 1/4" SETBACKS: FRONT 20'; REAR AND SIDES 15' PROPOSED STRUCTURE COMPLIES PARKING: REQ'D 7-(3) FOR EAST AND (4) FOR WEST PROPOSED: 8 TOTAL 4 COVERED 4(+) OUTSIDE PROJECT INFORMATION NEW DUPLEX ON AN UNDEVELOPED LOT OWNER: DEAD DRIFT DEVELOPMENT LLC 1628 14TH ST APT 4A DENVER CO 80202 PARCEL # 2103 124 03 021 FIRE DEPT. SUMMARY SMOKE DETECTORS AND CARBON MONOXIDE ALARMS TO BE INSTALLED IN ALL DWELLING UNITS PER 2018 IFC AND VFES FIRE ALARM INSTALLATION STANDARDS AN AUTOMATIC FIRE SPRINKLER SYSTEM AND MONITERED FIRE ALARM TO BE INSTALLED PER TOWN OF VAIL FIRE DEPARTMENT REQUIREMENTS CODE SUMMARY P/S LOT SIZE 30.753.46 SF .706 ACRE LOW DENSITY RESIDENTIAL ZONING JURSIDICTION: TOV DRB TOC BUILDING DEPARTMENT TOV MUNICIPAL CODE INC ADOPTED AMENDMENTS IRC: 2018 NEC: 2017 IECC: 2018 IPC, IMC, IFGC: 2018 PROJECT NARRATIVE PROPOSED STRUCTURE IS A NEW SPECULATIVE DUPLEX ON A PREVIOUSLY UNDEVELOPED LOT THE STYLE IS MOUNTAIN MODERN THE SITE HAS MODERATE DEBRIS FLOW THE SITE GENERALLY BETWEEN 30% TO 40% SLOPE Lighting Design White Lighting CONTACT Kevin White 303 463 6661 kevin@whitelightingdesign.com 1 Revisions 1 Perm. Resp. 10/5/2020 1 reduced GRFA Please see Primary side permit for all Plan Review notes 01/22/21 8122 ' 8124' 8126' 8128' 8130' 8132' 81 34' 8136' 8138' 8 14 0 ' 81 4 2 ' 81 4 4' 814 6 ' 8148 ' 8150 ' 8 15 2 ' 81 5 4' 8156' 8 1 2 0 ' 8 1 22' 81 24 ' 81 2 6' 8 1 28' 81 3 0 ' 81 32' 81 34' 8 13 6 ' 8 1 38 ' 81 40' 8142' 8 1 4 4 ' 8146' 8148' 815 0 ' 815 2 ' 8 1 5 4' 8156' 8158' 8 1 60' 8162' 8 1 64' 8 1 66 ' 8 16 8 ' 8 17 0 ' 8172' 8174' 8176' 8178' 8139' - 0 1/2" 8170' - 2" GREENHILL COURT 4' pan - NO HEA T 8% 11% 8% 9% 4% SNOW STORAGE SNOW STORAGE SNOW STORAGE SETBACK SETBACK SETBACK PL PL EDGE OF ROAD 10 15.4 17 22 23'6 29.2 35 34 28 28 26 24 22 20 30 32 8156' - 1" 59 56 62 64 70 72 78 WATER FEATURE2" / 1'-0"2" / 1'-0"[No Slope]2" / 1'-0"[No Slope] 2" / 1'-0"8170' - 2" 8166' - 5" 8170' - 8 5/8" 8155' - 2 1/8" 8167' - 6" 8173' - 2 7/8" 8173' - 2 7/8" 8173' - 2" 8179' - 6" 8162' - 0" 8172' - 0 3/4" 44 48 CONCRETE DRIVE HEATED METERS 1' - 7 3/4" ROOF AND DECK 1' - 9 3/4" ROOF ONLY 15' - 0" 15' - 0"15' - 0"1 2 4 3 5 6 8 A C D E F B 97 H I J M N OP K L Q8177' - 2" 8179' - 6 3/4" 8147' - 4 3/4" 8145' - 0" Area of heated drive in ROW To have seperate zone - Mark manifold box and coordinate final location w/ TOV in field Manifold Box VIF- Coord w/ TOV and final Landscape Design (2) 9x18 parking (note under 2' OH) (2) 9x19 parking (note under 6" OH) SEE A2.0 for covered parking spaces SEE A2.0 for covered parking spacesMATCHLINE MATCHLINE137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Site A1.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1" = 10'-0" 1 Site N true Revisions 01/22/21 UP DN 1 A4.0 Garage Mech 8128' - 11 5/8" 8129' - 6" 8132' - 6" 8129' - 6" Coat ENTRY Mud/Storage 1 2 43 A C D B 6' - 8" 16' - 0 1/4" 9' - 5 3/4"6"8132' - 0" 8131' - 6" 8129' - 6" 8130' - 6" 8129' - 0" 4' - 0"6' - 4" 4' - 0" 6' - 4" 1 A4.1 (2) 8x19 spaces shown Mech Chase above - Drop Clg as needed 5' - 6" 3 1/2" 15' - 9 3/4" 5 1/2" 10' - 10" guard rail and grip provide 2 hr rating 30 min fire rate w/ sel f closer 4 1/4" 15' - 0" 5 1/2" 26' - 10 3/4" 3 1/2"5 1/2" 22' - 11 1/4" 5 1/2" 7' - 3 3/4"2%5 1/2"2' - 0"E01 E03 E02 E04 Floor Sink vif Drain vif 3' - 0"1 Entry door system and sidelites - safety glazed PASSIVE SLAB DEPRESSURIZATION FOR RADON MITIGATION: 3" PVC PIPE EMBEDDED INTO GRAVEL BELOW SLAB AND EXTENDING 12" ABOVE ROOF LEVEL. PROVIDE 'T' FITTING AT BASE TO ENSURE OPENING RESIDES IN GRAVEL LAYER. (ONE FOR EACH SLAB LEVEL)137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 ENTRY EAST A2.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 ASPEN FALLS Entry - EAST Dependent Revisions 1 Perm. Resp. 10/5/2020 01/22/21 DN 1 A4.0 Family OFF/BR #2 Bath #2Laundy provid e floor drain Bath #3 CL 2 CL 3 BR #4 CL4 Bath 4 Deck Bar Bed #3 UP Elev 1 2 43 9' - 6" 14' - 0" 24' - 0" 47' - 6" A C D E F B H I 5' - 0" 3 1/2" 3' - 0" 3 1/2" 5' - 1 1/2" 3 1/2" 19' - 6 3/4"8' - 8 1/2"5 1/2" 4' - 9" 5 1/2" 11' - 6 1/2" 12' - 2" 5 1/2" 6' - 0" 5 1/2" 12' - 11 1/2" 5 1/2" 12' - 0"5 1/2" 11' - 8 1/2" 3 1/2"2' - 0" 5 1/2"3' - 11" 3 1/2" 8' - 10 3/4" 5' - 7 1/2" 5 1/2" 13' - 5 3/4" 2' - 0"3 1/2" 13' - 8" 1 A4.2 1 A4.1 7' - 10 1/2" 5 1/2" 5' - 4 3/4"7' - 6"4' - 6"6' - 8" 5 1/2"2' - 6 3/4" 8' - 10 1/2" 2' - 6 1/2" 7' - 4 1/2" 9' - 0" 6 1/4" 16' - 2" 14' - 5 1/2" 16' - 10 1/2" 47' - 6" 4' - 10 1/4"5' - 3" 3' - 7 3/4"1' - 4"E201 E202 E208 E209 E207 E204 E203 E205 E206 E210 E211 EA 4' - 10 1/4"3 1/2" 3' - 7" shwr shwr ben shwrben E215 E216 E217 Drop Clg provide shade and duct space abv Direct -Set Window System - Provide Safety Glazing at Lower Tier PASSIVE SLAB DEPRESSURIZATION FOR RADON MITIGATION: 3" PVC PIPE EMBEDDED INTO GRAVEL BELOW SLAB AND EXTENDING 12" ABOVE ROOF LEVEL. PROVIDE 'T' FITTING AT BASE TO ENSURE OPENING RESIDES IN GRAVEL LAYER. (ONE FOR EACH SLAB LEVEL) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 GUEST EAST A2.11469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 ASPEN FALLS Guest -EAST Dependent Revisions 01/22/21 1 A4.0 TOV 1.0 3 TOV 1.0 8 A3.2 32' - 7"3 1/2" 6' - 7 1/4"5 1/2" 9' - 3" 5 1/2" 5 1/2" 5' - 11" 3 1/2" 6' - 0 3/4" 5 1/2"1' - 10 3/4" 5' - 0" 6' - 8" 5 1/2" 10' - 4 1/2" 5 1/2" 5' - 7 1/2" 5 1/2" 6' - 2"14' - 5 3/4" 9' - 6"5 1/2"4' - 11 1/2" 5 1/2" 3' - 9 3/4"20' - 5 1/2"20' - 8"Kitchen M Bth Dine Pow Master M Closet Living Patio Eating bar Dining FP Elev DN 1 1 2 2 4 4 3 3 A C D E F 6' - 8" 16' - 0 1/4" 9' - 5 3/4" 11' - 6" 15' - 2"B 2' - 6" 1' - 6"35' - 0 1/2"5' - 6 1/2"24' - 0" H I TOV 1.3 2 1 A4.2 1 A4.1 10' - 4 1/2" 9' - 9 1/2" 5 1/2" 5 1/2" 5' - 3" 5 1/2" 3' - 7 1/2" 5 1/2" 6' - 2" Bar offset vents from below8' - 7" 3' - 6"3' - 6"4' - 4 1/4"5 1/2" 6" 15' - 0 1/2" 1' - 0" 16' - 7 1/2" 14' - 0" 16' - 10 1/2" 1' - 6" 11' - 9 1/4" 8 3/4" 3' - 9" 11' - 9 1/4" 1' - 4 1/4"3' - 0"1' - 4 1/4" 2' - 1" 2" 2' - 0 1/2" 15' - 9 1/4" 3' - 7 3/4" 2' - 8 3/4" 2' - 6 1/2"3' - 0" 2' - 0 3/4" 5' - 5 1/2" 11' - 9 1/4" 3' - 5 1/4"1' - 1 1/2" 11' - 9 1/4" 1' - 1 1/4" 6' - 0"3' - 0" 3' - 2 1/2"3' - 8"EI EG EF ED E302 E303 E304 E301 E305 EH A6.0 1 A6.1 1 A6.1 3 dw dw triple sink w/ disposal cook top hood ovens/ micro ref frzr Pre -manufactured Masonry Fireplace with gas log insert: Masonlite MFP 49 ben 1 1 add GRFA See TOV 1.0 1 remove GRFA inc landing above see TOV 1.O 1' - 0" 2' - 11"1 -hour walls 1 -hour wall 1 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 LIVING EAST A2.21469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 ASPEN FALLS Living - EAST Dependent Revisions 1 Perm. Resp. 10/5/2020 01/22/21 8167' - 6"2" / 1'-0"2" / 1'-0"2" / 1'-0"Deck 1 2 4 3 A C D E F B 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 ROOF EAST A2.31469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0" 1 ASPEN FALLS Roof - EAST Dependent Revisions 01/22/21 DN 8135' - 6" 8135' - 0" Covered Entry Entry Garage CL Mud Mech 8138' - 0" 5 6 H I I J J M 4' - 6" 9' - 0" K L 4' - 6"28' - 0"Q Q 2 A4.0 1 A4.2 1 A4.1 (2) 8x19 spaces shown chase abv note slight offsets may be required 17' - 3 3/4" 5 1/2" 28' - 5 3/4" 17' - 3 3/4" 5 1/2" 15' - 6 1/4" 3 1/2" 12' - 8"23' - 2"5 1/2"3' - 6" 3 1/2"3' - 6"provide 2 hr rating 30 min fire rate w/ sel f closer W01 W02 W03 W04 UP 4 6" RISERS UP 2 6" RISERS Floor Sink vif Drain vif 7' - 3 1/2"Entry door system and sidelites - safety glazed 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 ENTRY WEST A2.41469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 ASPEN FALLS Entry - WEST Dependent Revisions 01/22/21 Family Laundry Linen 5 shelves Pow Bath 2 Bed 2 CL 2 His Bed #3 Bath 3 CL 3 Hers Bed #4 CL 4 Bath 4 Deck Deck Elev UP DN Bar 5 6 8 18' - 6" 36' - 0" 7' - 6" 97 H I J M N O P K L2' - 0"9' - 0" 8' - 0" 8' - 6" 6' - 0" 13' - 6" Q6"2 A4.0 1 A4.2 1 A4.1 14' - 7 1/4" 4' - 1 3/4" 4' - 0 3/4" 5 1/2" 6' - 0" 6' - 7 1/2" 5 1/2" 3' - 8" 8' - 0" 5 1/2" 3' - 7 1/4" 5 1/2" 5' - 4 3/4" 5 1/2" 12' - 9 1/2" 28' - 7" 5 1/2" 7' - 0" 5 1/2" 6' - 0" 5 1/2" 9' - 2 1/2"14' - 9" 5 1/2"1' - 4 1/4" 6' - 10 1/4"14' - 0" 5 1/2" 8' - 8 1/2" 5 1/2" 8' - 3" 5 1/2"14' - 0" 5 1/2" 7' - 5 3/4" 5 1/2"7' - 6 1/4" 5 1/2" 1' - 6"5 1/2" 4' - 0" 3 1/2" 7' - 11"3 1/2"2' - 6 1/4" 2' - 6"14' - 2"5 1/2"4' - 9 3/4"5 1/2"20' - 2 1/4" 2' - 0"CL 2 2' - 3 1/2" 14' - 7 1/4" 1' - 7 1/4" 3' - 2 1/4" 8' - 10 1/2" 2' - 11 3/4"1' - 10 1/2" 9' - 0" 4' - 3" 18' - 6" 15' - 0 3/4" 15' - 1 1/2" 13' - 3 3/4" 62' - 0" 1' - 0" 11' - 2 1/4" 1' - 1 1/2"4' - 0"6" W201 W205 W204 W214 W208 W207 W206 W209 W210 W212 W211 W213 W202 5 A7.0 WB WA WC shwr ben provide flr drain shwr shwr ben W221 W218 W219 Direct -Set Window System - Provide Safety Glazing at Lower Tier 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 GUEST WEST A2.51469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans1/4" = 1'-0"1 ASPEN FALLS Guest - WEST Dependent Revisions 01/22/21 TOV 1.0 5 TOV 1.06 TOV 1.0 7 TOV 1.0 8 A3.1 3 A3.2 3 Dining Kitchen Pantry Lib His CL Master Master Bath FP Patio Elev DN Living 4 5 5 6 6 8 8 14' - 10" 18' - 6" 19' - 0" 17' - 0" 7' - 6" 54' - 6" 54' - 6" 9 97 H I J J M N O P 2' - 0"9' - 0" 8' - 0" 28' - 0" 4' - 6"9' - 0" K L13' - 0" 5' - 0"Q Q7' - 0" 8' - 0" TOV 1.3 4 TOV 1.3 2 2 A4.0 1 A4.2 1 A4.1 5 1/2"13' - 10" 5 1/2" 16' - 0 1/2"17' - 4 1/2" 18' - 0 1/2" 16' - 3 1/2" 5 1/2" 3' - 4" 5 1/2" 15' - 0" 5 1/2" 7' - 0 1/2" 5 1/2" 4' - 3" 5 1/2" 11' - 1 1/2" 5 1/2" 5' - 6 1/2" 5 1/2" 3' - 2" 5 1/2" 9' - 2"5 1/2"2' - 9 1/2"5 1/2"5' - 9 1/2" Sealed gas appliance Town & Country WS 54 TV TV 7' - 4 1/2" 5' - 11 3/4" 4' - 0" 2' - 0"2' - 0" 4' - 6" 7' - 6" 9' - 6" 4' - 9 1/2" 12' - 2 1/4" 6' - 4 1/4"2' - 1" 2" 12' - 0" 2' - 8" 2' - 8 3/4" 12' - 0" 2' - 8" 1' - 5" 15' - 9 1/4" 1' - 3 3/4" 1' - 7 1/2" 15' - 9 1/4" 1' - 7 1/4" 3' - 1" 11' - 5 1/4" 2' - 6" 2' - 6 1/2"4' - 0"6" 1' - 8 1/4" 4' - 0" 6 3/4" 2' - 0 3/4" 7' - 7 1/4" 1' - 6" 5' - 6"5' - 0 1/2"5' - 6" 8' - 10 1/2" 2' - 11 1/4" 3' - 0" 2' - 1" 3' - 0" 5' - 7 3/4" 4' - 0" 6" 3' - 0" 4' - 0" 6" 18' - 6" 36' - 0" 7' - 6" 5 A7.0 WE WG WH WI WF W301 W303 W304 W305 W307 W308 W309 W306 A6.1 3 ben cook top hood ovens/ micro ref frzr dw dw triple sink w/ disposal pow Deck W302 high high Pre-manufactured Masonry Fireplace with gas log insert: Masonlite MFP 49 1 1 add GRFA See TOV 1.0 1 remove GRFA inc landing above see TOV 1.O 1' - 0" 2' - 11" 1 -hour wall 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 LIVING WEST A2.61469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 ASPEN FALLS Living - WEST Dependent Revisions 1 Perm. Resp. 10/5/2020 01/22/21 [No Slope]2" / 1'-0"2" / 1'-0"Deck 4 5 6 8 97 H I J M N O P K L Q 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 ROOF WEST A2.71469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 ASPEN FALLS Roof - WEST Dependent Revisions 01/22/21 AF Entry W 8138' - 0" AF Guest W 8150' - 0" AF Living W 8162' - 0" EAST AF Entry 8132' - 6" EAST AF Guest 8144' - 6" EAST AF Living 8156' - 6" Stone Standing Seam Metal Roof Fascia to match roof Blackened metal facia on decks and flat roofs Wood Siding wood and metal rail tube steel column MAX HEIGHT 1 2 4 3 5 6 8 97 1A 1B E04 EA EFED W04 WA 8A 8B WC 20E 20F 20G 20A 20B 20C 20D WF 11 12 13A 13B 13C 15B 15C 15A Chimney Cap 1 1 Direct -Set Clad Window System - Safety Glazing at Lower Tier Direct -Set Clad Window System - Safety Glazing at Lower Tier 1 1 2' - 0"EAST AF Entry 8132' - 6" EAST AF Guest 8144' - 6" EAST AF Living 8156' - 6"most restrictive point from proposed grade31' - 2"2" / 1'-0" 2" / 1'-0" EXISTING GRADE25' - 5"EH 7 Direct -Set Window System - Provide Safety Glazing at Lower Tier 1 AF Entry W 8138' - 0" AF Guest W 8150' - 0" AF Living W 8162' - 0" EAST AF Entry 8132' - 6" HI J M N O P Q existing grade 32' - 2"A5.0 2 WB Storefront 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Elevations A3.11469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/8" = 1'-0"1 AF North 1/8" = 1'-0"2 AF East 1/8" = 1'-0"3 AF West Unit from Falls Revisions 1 Perm. Resp. 10/5/2020 01/22/21 AF Entry W 8138' - 0" AF Guest W 8150' - 0" AF Living W 8162' - 0" TRELLIS 9A 9B 9C 10B 10C 10A 14B14C 16B 16C 16A14A WE AF Living W 8162' - 0" EAST AF Living 8156' - 6" 12 4 35 6 8 9 7 2 A4.0 EG 6B 6C EI 6A 17A 17B 17C 18A 18B WG WH WI 19E 19F 19G 19A 19B 19C 19D 18C 2' - 0"AF Entry W 8138' - 0" EAST AF Entry 8132' - 6" EAST AF Guest 8144' - 6" EAST AF Living 8156' - 6" A C D E FB existing grade 2A 2B 3A 3B 3C 4A 4B 5 6 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Elevations A3.21469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/8" = 1'-0"1 AF West 1/8" = 1'-0"2 AF South 1/8" = 1'-0"3 AF East Unit from Falls SEE 1/A3.1 FOR MATERIALS DINING WEST UNIT Revisions 1 Perm. Resp. 10/5/2020 01/22/21 AF Living W 8162' - 0" AF Roof Terrace W 8172' - 0" EAST AF Living 8156' - 6" EAST AF Roof Terrace 8167' - 6" A C D E F B 14' - 1 3/4"Garage Mech Family Bedroom Bedroom Bedroom Living RoomKitchen 1 A4.2 1 A4.1 A7.0 6 A7.0 4 A5.0 1 Slab per Structural on 3" Rigid Insulation (R-15) on 4" Gravel per soils report 2" Rigid Insulation (R-10) to 48" below grade, typ. (3/4" protection board below 48") Drainage Fabric and foundation drain per Soils report at each level of backfill. 1 Ceiling Finish with NO vapor barrier 3" Closed Cell Spray Foam Insul. Installed against sheathing R-26 min. Fill remaining cavity with Batt or BIBS insulation to achieve a total of R-50 min . 1 AF Entry W 8138' - 0" AF Guest W 8150' - 0" AF Living W 8162' - 0" AF Roof Terrace W 8172' - 0" AF Roof W 8184' - 0" EAST AF Guest 8144' - 6" EAST AF Living 8156' - 6" EAST AF Roof Terrace 8167' - 6" EAST AF Roof 8178' - 6" H I J M N O PQ 12' - 9"15' - 10 3/4"Garage BR Great Room Dining Beyond BR Mud 1 A4.2 1 A4.1 Drop Clg to flush out Typical exterior wall system - 5/8" type X drywall NO vapor barrier - 2x6 framing - 1" Closed Cell Spray Foam Insul. - Fill remaining cavity with Batt or BIBS insulation to achieve R-20 in cavity . - 1/2" sheating (re struct) - 1 1/2" polyisocyanurate insulation to achieve R-5 min. contin . - Exterior Finish (Siding or Metal) on Obdyke (or equal) rain screen 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Sections A4.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 East Unit 1 1/4" = 1'-0"2 West Unit 1 Revisions 1 Perm. Resp. 10/5/2020 1 01/22/21 1 A4.0 1 2 4 3 5 6 8 97 2 A4.0 6' - 0"Garage Mud Bath BR Stair Elev Kitchen EAST WEST Square footage in this region is factored See TOV 1.0 GRFA 5 A7.0 Mech Stair BR Master BathLiving beyond Kitch bey Slab per Structural on 3" Rigid Insulation (R-15) on 4" Gravel per soils report Drainage Fabric and foundation drain per Soils report at each level of backfill. Ceiling Finish with NO vapor barrier 3" Closed Cell Spray Foam Insul. Installed against sheathing R-26 min. Fill remaining cavity with Batt or BIBS insulation to achieve a total of R-50 min . 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Sections A4.11469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 Longitudinal Section 1 Revisions 1 Perm. Resp. 10/5/2020 01/22/21 1 A4.0 12 4 35 6 8 9 2 A4.0 Cl Master Living Kitchen Dine BR Family Living EASTWEST A7.0 3 Cl mech chase A5.0 3 1 Slab per Structural on 3" Rigid Insulation (R-15) on 4" Gravel per soils report 2" Rigid Insulation (R-10) to 48" below grade, typ. (3/4" protection board below 48") Drainage Fabric and foundation drain per Soils report at each level of backfill. Ceiling Finish with NO vapor barrier 3" Closed Cell Spray Foam Insul. Installed against sheathing R-26 min. Fill remaining cavity with Batt or BIBS insulation to achieve a total of R-50 min . 1 1 -hour party wall continuous to top of parapet 11 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Sections A4.21469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/4" = 1'-0"1 Longitudinal Section 2 Revisions 1 Perm. Resp. 10/5/2020 01/22/21 AF Living W 8162' - 0" EAST AF Living 8156' - 6" A7.0 2 Typical Exterior wall See 2/A5.0 provide Steel frame per structural Slope away at 1/4:"/ft provide cut stone kick/riser 5"stone patio on conc slab Typical Sloped Roof System - 5/8" type X drywall NO vapor barrier - Roof framing re struct - 3" Closed Cell Spray Foam Insul. Installed against sheathing R-26 min. - Fill remaining cavity with Batt or BIBS insulation to achieve a total of R-50 min . - Framing and sheating (re struct) - Roofing to be Standing Seam metal Roof on full waterproofing membrane. Slab per Structural on 3" Rigid Insulation (R-15) on 4" Gravel per soils report 2" Rigid Insulation (R-10) to 48" below grade, typ. (3/4" protection board below 48") 1 1 Drainage Fabric and foundation drain per Soils report Fluid-applied 180 -mil waterproofing membrane AF Living W 8162' - 0" A7.0 1 Typical exterior wall system - 5/8" type X drywall NO vapor barrier - 2x6 framing - 1" Closed Cell Spray Foam Insul. - Fill remaining cavity with Batt or BIBS insulation to achieve R-20 in cavity . - 1/2" sheating (re struct) - 1 1/2" polyisocyanurate insulation to achieve R-5 min. contin . - Exterior Finish (Siding or Metal) on Obdyke (or equal) rain screen Typical Floor system - 1 1/2" total Fin Floor system - 1 1/2" Gypdrete w/ In floor heat - 3/4" Ply - Structure --varies re struct - BIBs or Batt Insulation to achieve R-30 min.1 1/2"1 1/2"3/4" 1' - 0" Typical Flat Roof System - 5/8" type X drywall NO vapor barrier - Roof framing re struct - 3" Closed Cell Spray Foam Insul. Installed against sheathing - Fill remaining cavity with Batt or BIBS insulation to achieve R-50 min . - (14" structure) - sheating (re struct) - Tapered rigid insulation slope to drain (provide overflow scuppers - Roofing to be single ply 60 mil epdm roof membrane provide cant strips and counter flashing flash all parapets 1 20F 20C 1 1 AF Living W 8162' - 0" EAST AF Living 8156' - 6" Typical Flat Roof - See 2/A5.0 Typical Sloped Roof - See 1/A5.0 3 1/2" 5 1/2" 1" 5 1/2" 1 3-1/2" sound wall w/ full insulation 2x6 structural wall 2x6 wall with 5/8" type 'x' gyp. bd. ea. side. Continuous up to parapet. Firetaped. Parapet Flashing 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Wall Sections A5.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1" = 1'-0"1 Wall Section 1" = 1'-0"2 Wall Section 2 Revisions 1 Perm. Resp. 10/5/2020 1" = 1'-0"3 Section at Common Wall 01/22/21 1 2 C B 2 A6.0 3 A6.0 ts 6x6 col pnuem. tube elevator TYP. 1' - 0" TYP. NOSING 1" 1 EAST AF Entry 8132' - 6" EAST AF Guest 8144' - 6" EAST AF Living 8156' - 6" 1 2 3 A6.0 21 R. @ 6-7/8" =12' - 0"21 R. @ 6-7/8" =12' - 0"1' - 0" 4' - 2 3/4" 6 TR. @ 12" = 6' - 0" 1 AF Guest W 8150' - 0" C B H 2 A6.0 RAILING SEE 6/a7.0 SIM (PROVIDE GRIPABLE HAND RAIL) 2 1/2" 4' - 2" 6 TR. @ 12" = 6' - 0" 4' - 2" 1 3/4" TYP. NOSING 1"3" - 3-1/4"MAX GAP3 3/4"1 1 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Stairs A6.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/2" = 1'-0"1 ASPEN FALLS Stair 1/2" = 1'-0" 2 Stair 1 1/2" = 1'-0"3 Stair 2 NOTE WEST UNIT SHOWN EAST UNIT SIM Revisions 1 Perm. Resp. 10/5/2020 01/22/21 AF Living W 8162' - 0" EAST AF Living 8156' - 6" EAST AF Roof Terrace 8167' - 6" 2 A6.1 2' - 2 1/4"5 1/2"6" 10 3/4" Masonlite FP 49 EAST AF Living 8156' - 6" 2' - 6 1/2" 2'6" provides 2" clearance per Mason -lite specs Non - Comb construction 18" abv box MIN 3' - 0"A6.1 1 2 A6.1 1' - 7 3/4" 2' - 6" 1' - 0"6' - 0"2' - 6 1/2" Maintain 2" Air space all sides 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Fire Places A6.11469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1/2" = 1'-0"1 FP Living Room 1/2" = 1'-0"2 FP Section 1 1/2" = 1'-0" 3 FIRE PLACE Living Revisions 01/22/21 AF Living W 8162' - 0" AF Roof Terrace W 8172' - 0" F 9 C15x 1"HSS 4x5 Flashing EPDM Roofing on tapered insulation. Wrap membrane over parapet edge T&G Soffit on 5/8" Type 'x' gyp. bd. fireproofing - firetape 5/8" type X drywall NO vapor barrier on Roof framing re struct w/ 3" Closed Cell Spray Foam Insul. Installed against sheathing R-26 min. Fill remaining cavity with Batt or BIBS insulation to achieve a total of R-50 min . 1 A T&G Soffit on 5/8" Type 'x' gyp. bd. fireproofing - firetape RS 2x8 2x blocking Flashing to match roof 9" 9" 1/4" Full bithithane waterproofing standing seam roof 1"5/8" type X drywall NO vapor barrier on Roof framing re struct w/ 3" Closed Cell Spray Foam Insul. Installed against sheathing R-26 min. Fill remaining cavity with Batt or BIBS insulation to achieve a total of R-50 min . AF Guest W 8150' - 0" IJ Q 3x12 exposed timber Framing - re: Struct. Exposed steel beam - re: Struct. Ballast on EPDM membrane roofing on tapered insulation to drain Exposed steel channel fascia ENTRY full closed cell spray foam, impermeable insulation applied directly to roof sheathing. R-50 min. 1' - 0" C channel 7x4 15" HSS HSS 4x2 1"x1" bar HSS 4x2 HSS 4x2 2x6 wood top rail ease edge 1 1/2"4" 3 1/2" 1" 4" 1" 4" 1" 4" 1" 4" 4" 3" 3' - 0"137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Details A7.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans 1 1/2" = 1'-0" 1 Sill 1 1/2" = 1'-0"2 Head 1 1/2" = 1'-0"3 Fascia Flat Roof 1 1/2" = 1'-0"4 Fascia 3/4" = 1'-0"5 Entry Roof 1 1/2" = 1'-0"6 Deck /Railing Revisions 1 Perm. Resp. 10/5/2020 01/22/21 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 19020 10/10/2020 Schedules A8.01469 Greenhill CourtVail CO 81658Lot 11 Glen Lyon SubdivisionAmend Approved Plans Revisions 1 Perm. Resp. 10/5/2020 2 Revision 2 11/3/2020 1 3. Direct -Set Clad Window Systems at both stairways are to be field -measured and shop drawings are to be provided prior to manufacturing. Note that the Guest Level panels, as well as the lower tier of the Living Level panels are to contain safety glazing. .30 2 01/22/21 Thomas A. Printz Digitally signed by Thomas A. Printz DN: cn=Thomas A. Printz gn=Thomas A. Printz c=US United States l=US United States o=Printz Engineering Services, LLC e=tprintz@printzengineeringservices .com Reason: I am the author of this document Location: Date: 2020-12-04 12:13-07:00 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF PITCH 4:12 OR STEEPER 80 PSF B. ROOF PITCH LESS THAN 4:12 100 PSF C. TYPICAL FLOOR 40 PSF D. EXTERIOR DECK 100 PSF E. RISK CATEGORY II SEISMIC FACTOR IE 1.0 SNOW FACTOR IS 1.0 F. WIND WIND SPEED, Vult 115 MPH (ULTIMATE) WIND SPEED, Vasd 89 MPH (ASD) EXPOSURE B INTERNAL PRESSURE COEFFICIENT (GCpi) +/- 0.18 G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. H. CODE USED IN DESIGN: INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION. 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 107.3.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1. STRUCTURAL STEEL SHOP DRAWINGS. C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. 3. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL 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 CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL AND PLACEMENT. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 3. STEEL CONSTRUCTION - COMPLY WITH AISC 360, CHAPTER N. a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH AISC 360, CHAPTER N. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2. WELDING OF STAIRS AND RAILING SYSTEMS. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. FOR BOLTS REQUIRING PRETENSIONING, THE SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE INSTALLATION METHOD OR BY PROJECT PLANS OR SPECIFICATIONS; DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED AND MONITOR THE INSTALLATION OF BOLTS TO VERIFY THAT THE SELECTED PROCEDURE FOR INSTALLATION IS PROPERLY USED TO TIGHTEN BOLTS. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 2. MONITORING OF BOLT INSTALLATION FOR PRETENSIONING IS PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD. JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED ONLY ON A PERIODIC BASIS. 4. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 19-7-170 BY KUMAR & ASSOCIATES DATED JULY 12, 2019. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 5. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 3000 psi STD --- --- FOUNDATION WALLS (RESIDENTIAL) 3000 psi STD --- --- ARCHITECTURALLY EXPOSED EXTERIOR CONCRETE WALLS 4500 psi STD 0.45 6%-8% GRADE BEAMS (*) 4000 psi STD --- --- INTERIOR SLABS ON GRADE (RESIDENTIAL) 4000 psi STD 0.50 --- EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% +FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD SALTS W/C RATIO SHALL NOT EXCEED 0.4. ++MAXIMUM SLUMP SHALL NOT EXCEED 4". B. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 ?F'C (OR 57,000 ?F'C NORMAL WEIGHT CONCRETE). GENERAL CONTRACTOR TO PROVIDE THE ENGINEER OF RECORD WITH MODULUS OF ELASTICITY TEST RESULT. C. CALCIUM CHLORIDE SHALL NOT BE USED. FLYASH (CLASS C) SHALL NOT BE USED. POZZOLANS SHALL NOT BE USED WITHOUT PRIOR APPROVAL BY ENGINEER OF RECORD. IF APPROVED, POZZOLANS SHALL BE LIMITED TO (25) % OF CEMENT CONTENT BY WEIGHT IN ALL STRUCTURAL ELEMENTS. IF CONCRETE SUPPLIER PROPOSES USE OF POZZOLANS HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. D. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED AT 12 FEET MAXIMUM AND NOT EXCEEDING 144 SQUARE FEET. SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. CONTRACTOR TO COORDINATE EXACT JOINT LAYOUT WITH ARCHITECT OF RECORD. E. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. F. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 6. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT CLEAR COVER PROTECTION MILDLY REINFORCED UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED ON VOID FORM 2" 3. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) BARS #5 AND SMALLER 1-1/2" BARS LARGER THAN #5 2" 4. COLUMNS AND BEAMS (TIE BARS) 1-1/2" 5. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. H. PLACE (3)-#5 VERTICALLY FULL HEIGHT OF CONCRETE WALLS AT HIGH SIDE OF ALL WALL STEPS GREATER THAN 4'-0", IN ADDITIONAL TO WALL REINFORCING SHOWN ON PLANS. 7. POST-INSTALLED ANCHORAGES A. ALL POST-INSTALLED ANCHORS AND BOLTS SHALL MEET ICC-ES COMPLIANCE FOR EACH TYPE OF APPLICATION. B. ALL CONCRETE MUST BE A MINIMUM OF 14 DAYS OLD AND ACHIEVED 100% OF f'c PRIOR TO INSTALLATION OF ANCHORS. C. GENERAL CONTRACTOR TO SUBMIT ALL POST-INSTALLED PRODUCT DATA FOR REVIEW. D. POST-INSTALLED ANCHORAGES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES REQUIREMENTS, INCLUDING THE PREPARATION AND CLEANING OUT OF DRILLED HOLES. E. THE FOLLOWING ARE THE ACCEPTABLE POST-INSTALLED ANCHORAGES AS MANUFACTURED BY SIMPSON STRONG-TIE. 1. ADHESIVE ANCHORS IN CONCRETE SHALL BE SET-XP OR AT-XP 2. ADHESIVE ANCHORS IN SOLID GROUTED CMU SHALL BE SET-XP OR ET-HP 3. ADHESIVE ANCHORS IN HOLLOW CMU SHALL BE SET-XP 4. MECHANICAL ANCHORS IN CONCRETE SHALL BE STRONG-BOLT 2 OR TITEN HD 5. MECHANICAL ANCHORS IN CONCRETE ON METAL DECK SHALL BE STRONG-BOLT 2 OR TITEN HD 6. MECHANICAL ANCHORS IN SOLID GROUTED CMU SHALL BE STRONG-BOLT 2 OR TITEN HD 7. MECHANICAL ANCHORS IN HOLLOW CMU SHALL BE TITEN OR TITEN HD. F. ALTERNATES MUST BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION. GENERAL CONTRACTOR TO SUBMIT PRODUCT AND TESTING DATA, INCLUDING MANUFACTURER'S INFORMATION AS WELL AS ICC EVALUATION SERVICES REPORT. 8. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. MISCELLANEOUS EMBEDDED STEEL ITEMS SHALL BE A36 STEEL UNLESS NOTED OTHERWISE. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN FOR NON-COMPOSITE MEMBERS. SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND SHORTENING. I. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS. J. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON CONCRETE UNLESS OTHERWISE NOTED. K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. M. UNLESS NOTED OTHERWISE, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK CONTINUOUS PLATE TO BEAM FLANGE. WIDTH OF PLATE TO BE 1/2" NARROWER THAN MASONRY THICKNESS. 9. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 10. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, WITHIN 8 INCHES FROM EXPOSED EARTH OR EXPOSED TO EXTERIOR ELEMENTS SHALL BE PRESERVATIVE TREATED LUMBER IN ACCORDANCE WITH AWPA U1 WITH A SERVICE CONDITION AS REQUIRED FOR USE OR NATURALLY DURABLE WOOD PER IBC2304. C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304.10.1 UNLESS NOTED OTHERWISE. F. NOTCHES AND BORED HOLE PENETRATIONS IN WOOD STUD WALLS SHALL CONFORM TO SECTION 2308 OF THE INTERNATIONAL BUILDING CODE. G. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. (IF LAMINATED COLUMNS ARE USED, SPECIFY ACCORDINGLY, GRADE "DF L2) H. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. I. WOOD DECK WOOD DECKING SHALL BE 2x T&G DOUGLAS-FIR LARCH (E=1,700,000 PSI, Fb=1450 PSI). PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON CENTER WITH ALTERNATE PLANK NAILING OFFSET 12". NAIL EACH PLANK TO EACH SUPPORT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED. WOOD DECKING SHALL BE GLUED IN THE GROOVE JOINT WITH 40% GLUE COVERAGE. J. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. K. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. L. ALL SOLID SAWN, LAMINATED VENEER LUMBER, AND PREFABRICATED WOOD MEMBER HANGERS ARE TO BE INSTALLED USING THE MAXIMUM NUMBER OF FASTENERS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. M. ALL WOOD HANGERS ARE TO BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY. 11. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 12. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. SHOP DRAWINGS NOT REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO SUBMITTING WILL BE RETURNED AND NOT REVIEWED. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. (FOR RENOVATIONS OR ADDITIONS) K. PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. L. ALL HOUSEKEEPING PAD LOCATIONS AND EXTENTS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.6'-0" MAXIMUM3'-0" MINIMUM 1'-0" MIN. SECTION 1 3/4" = 1'-0" NOTES: 1. FILL BEHIND BOULDERS SHALL BE SELF COMPACTING, FREE-DRAINING GRAVEL. 2, ALL BOULDERS SHALL BE RECTANGULAR SHAPED, WITH FLAT CONTACT SURFACES. 3. BOULDER JOINTS SHALL BE OFFSET ALONG LENGTH OF WALL. 4. CONTACT SURFACES BETWEEN BOULDERS SHALL BE GROUTED OR HAVE SANDBED. GRADE BOULDER WALL PERMANENT SHORING WALL SHEAR WALL SCHEDULE MATERIAL ATTACHMENTS AND VALUE PER THE 2018 IBC PLAN MARK ANCHOR BOLTS AT FOUNDATION OR STRUCTURAL SLAB BLOCKING / RIM ATTACHMENT TO WALL PLATES SW1 XX WALL SHEATHING AND ATTACHMENT 7/16" OSB SHEATHING WITH 8d COMMONS 6" O.C. EDGES, 12" O.C. FIELD FRAMING MEMBERS AT ABUTTING PANEL EDGES 2X SILL PLATE CONNECTION TO BLOCKING / RIM AT FRAMED FLOORS (USE SHEAR WALL MARK BELOW FLOOR) 16d COMMON NAILS AT 5" O.C. INTO SOLID BLOCKING OR SDS 1/4" X 4 1/2" WOOD SCREWS AT 9" OR SIMPSON A35 AT 1'-9" MAX. 1/2"Ø X 10" A.B. OR 5/8" X 6 1/2" TITEN HD AT 2'-6" O.C. SIMPSON A35 OR LTP4 AT 1'-9" MAX. HOLDOWN SCHEDULE SIMPSON HOLDOWN FLOOR TO FLOOR ALTERNATE HOLDOWNSIMPSON HOLDOWN AT CONCRETEMARK A HDU2.5-SDS2.5 ANCHOR BOLT 5/8"Ø EPOXY ANCHOR WITH 5" EMBED INTO CONCRETE BOUNDARY COLUMN (2)-2X6 (2)-HDU2-SDS2.5 WITH 5/8"Ø THREADED ROD THRU FLOOR ASSEMBLY MSTC40 (36)-19d COMMON B (2)-2X6 (2)-HDU2-SDS2.5 WITH 5/8"Ø THREADED ROD THRU FLOOR ASSEMBLY HDU5-SDS2.5 NOTES: 1. ALL PLYWOOD PANEL EDGES SHALL BE BLOCKED. BLOCKING SHALL MATCH THE STUDS AT ADJOINING PANEL EDGES. 2. NAIL SPACING AT 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. 3. STAGGER ALL SHEATHING JOINT AND SILL PLATE NAILING. 4. NAILS SHALL BE COMMON OR GALVANIZED BOX IN PLYWOOD SHEAR WALLS. 5. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING, UNLESS NOTED OTHERWISE. 6. EXTENT OF SHEAR WALL INDICATED BY ON PLAN. 7. ALL EXTERIOR WALLS SHALL BE TYPE U.N.O. NOTES: 1. SIMPSON HOLDOWNS SHALL BE AS NOTED ON PLAN AND INSTALLED PER MANUFACTURER. 2. SIMPSON FLOOR TO FLOOR HOLDOWN STRAPS SHALL BE AS NOTED ON PLANS. HOLDOWNS ARE CALLED OUT AT THE BOTTOM OF THE SHEAR WALL ON PLAN, AND SHALL BE INSTALLED AT EACH END OF THE WALL. 3. MINIMUM HOLDOWN COLUMN AT EACH END SHALL BE (2)-2X6 FASTENED TOGETHER WITH NAILING EQUIVALENT TO THE PANEL EDGE NAILING. 4. ANCHOR BOLTS SHALL BE INSTALLED WITH A HEAVY HEX NUT, TIGHTEN PER HOLDOWN MANUFACTURER RECOMMENDATION, SNUG TIGHT AND TURN 1/3 TURN (MINIMUM). 5. SEE DETAIL 7/S4.2 FOR HOLDOWN ANCHOR BOLT CONNECTION TO STEEL. SW1 S#X INDICATES HOLDOWN TYPE AT EACH END OF WALL INDICATES SHEAR WALL TYPE 5/8"Ø EPOXY ANCHOR WITH 5" EMBED INTO CONCRETE 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 GENERAL NOTES S1.01469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 1 2 3 3.9 4 F E D C B A ( 8136' - 10" ) ( 8134' - 0" ) ( 8128' - 10" ) ( 8131' - 6" ) ( 8125' - 0" ) ( 8128' - 4" ) [ 8131' - 10" ] [ 8142' - 8 1/2" ] [ 8156' - 3" ] [ 8155' - 9 1/4" ]( 8140' - 10" ) ( 8144' - 10" )FOOTING STEP FOOTING STEP ( 8140' - 10" ) ( 8144' - 10" )FOOTING STEP FOOTING STEP FOOTING STEP [ 8155' - 9 1/4" ][ 8145' - 6" ] WALL STEP TOP OF SLAB TOP OF SLAB 8156' - 5 1/4" TOP OF SLAB 8144' - 5 1/4" TOP OF SLAB 8129' - 6" 8132' - 3" TOP OF SLAB .SLOPERE: ARCH8" CONCRETE SLAB ON GRADE WITH #5 AT 10" EACH WAY 5" CONCRETE SLAB ON GRADE WITH 6X6 W2.1XW2.1 W.W.F. WALL STEP WALL STEP[ 8155' - 9 1/4" ][ 8155' - 9 1/4" ][ 8143' - 3 1/8" ] [ 8144' - 3" ] [ 8146' - 6" ]( 8125' - 0" ) ( 8128' - 4" ) ( 8132' - 10" ) ( 8136' - 10" )( 8126' - 6" )( 8128' - 4" ) FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP [ 8155' - 9 1/4" ] FOOTING STEP 1' - 10" 1' - 6"3' - 0" 10"1' - 0" 1' - 0" 2' - 4"10"2' - 10"1' - 0" 3' - 10"10"1' - 6"1' - 0" 8"1' - 6"1' - 6" 8" 2' - 3" 1' - 1" 10" 10" 1' - 6"10" 2" 8" 2' - 0" 2' - 4" 8" 4' - 0" [ 8141' - 0" ]1' - 6"8"8" 1' - 0"8"BEAM POCKET RE: 8/S4.1 5'-6" X 5'-6" X 1'-0" CONCRETE FOOTING WITH (6)-#5 EACH WAY WALL STEP WALL STEP 4'-0" X 4'-0" X 1'-0" CONCRETE FOOTING WITH (5)-#5 EACH WAY( 8128' - 4" )[ 8131' - 7" ]4' - 0"2' - 0"2' - 0" WALL STEP WALL STEP WALL STEP [ 8132' - 2" ][ 8132' - 2" ] 8156' - 5 1/4" 8" CONCRETE SLAB ON GRADE WITH #5 AT 10" EACH WAY 2' - 0" WALL STEP WALL STEP NOTE: BACKFILLING OF FOUNDATION SHALL CONSIST OF A MINIMUM HORIZONTAL WIDTH OF 2'-0" OF GEO-FOAM BACKFILL MATERIAL PLACED AGAINST FOUNDATION WALL, EXTENDING FROM FOOTING TO 18" BELOW FINAL GRADING 8 S3.1 1 S3.1 5 S3.1 6 S3.1 2 S3.1 3 S3.1 4 S3.1 PERMANENT SHORING WALL BY OTHERS 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"9' - 6" 14' - 0" 21' - 7 1/2"15' - 11 1/2"5' - 1 7/8" 5' - 6 1/8" 9' - 3 1/2" 22' - 4" 12' - 0 3/8" 17' - 11 1/4" 20' - 0 3/8" 18' - 0" 5' - 9 5/8"3' - 9"59' - 4" 15' - 1 1/2" 8' - 0" 4' - 0" 6' - 0" 12' - 10 1/4" 3' - 10 1/4" 3' - 6" 6' - 10" 2' - 2" 4' - 10 1/4" 7' - 3 1/4" 13' - 7 3/4"8' - 6 1/2"WALL STEP 7 1/2" 4 1/2"3' - 6 1/4" 1' - 0"10" 2"6' - 10 1/2" 8" 5" 1' - 1"8"6" 7" [ 8143' - 5 3/4" ] [ 8144' - 3" ] [8165'-10"] WALL STEP [ 8143' - 9 1/4" ] WALL STEP WALL STEP { 8129' - 0" }{ 8129' - 0" } [ 8128' - 4" ]1' - 0"S2.0 2 [ 8142' - 10 7/8" ] FOOTING STEP [ 8142' - 10 7/8" ] ( 8131' - 6" ) RE: S2.1 FOR CONCRETE WALL ABOVE FRAMING TOW = 8165'-10" BOW = 8143'-5 3/4" 8" CONCRETE RE: S2.2 1' - 0" 3' - 5"1' - 0" WALL STEP 1' - 5 3/8" 2' - 8 3/4"EMBED PLATE RE: 19/S4.1 (SIM.) EMBED PLATE RE: 19/S4.1 (SIM.) 1' - 6 7/8" 13' - 3 5/8" 2' - 8" 8131' - 6" T.O.CONC 8 S3.2 5 S3.2 3 S3.2 RE: NOTE 17 8129' - 6" T.O.CONC 8129' - 0" T.O.CONC ( 8128' - 10" ) BEAM POCKET 4 S3.2 6 1/2" 1' - 8"7 S3.2 10"2' - 0"10"BEAM POCKET6' - 5 1/2"5' - 8" ( 8148' - 10" ) FOOTING STEP FOOTING STEP FOOTING STEP ( 8128' - 4" )( 8131' - 6" ) FOOTING STEP FOOTING STEP ( 8131' - 6" )FOOTING STEP 5' - 6 3/4"[ 8143' - 0" ] [ 8156' - 3" ]11 5/8" [ 8160' - 9 1/8" ] WALL STEP 7' - 1 1/4" FOUNDATION NOTES: 1. INDICATES ELEVATION OF TOP OF FLOOR SHEATHING OR TOP OF CONCRETE SLAB. 2. ALL SLAB-ON-GRADES ARE 4” THICK WITH 6x6-W2.1 x W2.1 W.W.F, U.N.O. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 4. [XXX’-XX”] INDICATES TOP OF FOUNDATION WALL (GRADE BEAM) ELEVATION. 5. (XXX’-XX”) INDICATES TOP OF FOOTING ELEVATION. 6. {XXX’-XX”} INDICATES TOP OF LEDGE ELEVATION. 7. GENERAL CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 8. INDICATES TOP OF SLAB STEP. 9. ALL CONCRETE WALLS ARE 8" THICK, U.N.O. 10. CONTRACTOR TO PLACE (3)-#5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS GREATER THAN 4’-0” IN ADDITION TO WALL REINFORCING SHOWN OTHERWISE. 11. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS PER GENERAL NOTES. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 144 SQUARE FEET. CONTRACTOR TO COORDINATE JOINT LAYOUT WITH ARCHITECT. 13. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS, AND ELEVATIONS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE. 14. GEO-FOAM BACK FILL MATERIAL SHALL BE CONTROL GEO-FOAM 12 AS MANUFACTURED BY R-CONTROL. ALTERNATIVE SHALL MEET ASTM D6817 AND SHALL BE OF EQUAL DENSITY AND MODULES OF ELASTICITY AND COMPRESSIVE RESISTANCE. 15. PROVIDE 1/2"X8"X8" EMBED PLATES WITH (4)-1/2"Ø X 4" H.A.S. AT 2'-0" FOR COLUMN ATTACHMENT, RE:9/S3.2. (PLATES REQUIRED ABOVE ELEVATION = 8144'-3") 3 3.9 A [ 8142' - 8 1/2" ][ 8143' - 3 1/8" ] [ 8142' - 7 5/8" ] STEP BOW STEP BOW ( 8137' - 0" ) WALL STEP WALL STEP = BOW 10"6 1/2"2' - 9 5/8" 6' - 9 3/4" 1' - 1" 7' - 3 5/8" 5' - 9 5/8" 6 1/2" 6 1/2" T.O.BEAM POCKET 18' - 0" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT ENTRY FOUNDATION PLAN S2.01469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT ENTRY FOUNDATION PLANM ATCH LINE M ATC HLIN E1/4" = 1'-0"2 EAST UNIT ENTRY FOUNDATION PLAN - TOP OF WALL Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 1 2 3 3.9 4 F E D C B A I H (2)-9 1/4" LVL (2)-11 7/8" LVL (2)-11 7/8" LVLAT ROOF AT STOREFRONT (2)-9 1/4" LVL9 1/4" LVLAT 1'-4"9 1/4" LVL AT 1'-4" 2X10 AT 1'-4" UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" STAIR AND ELEVATOR TOP OF CONCRETE 8144' - 5 1/4" 8" CONCRETE SLAB-ON-GRADE WITH #5 AT 10" EACH WAY RE: S2.0 BEAM POCKET HSS 5X5X3/8 8143'-8" TOP OF PLYWOOD (3)-2X6 UP ONLY (3)-2X6 8144'-5 1/4" TOP OF PLYWOOD 8 S4.1 6 S4.1 12 S4.1 3 S4.1 7 S4.1 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"EMBED. PLATE, TYP. EMBED. PLATE, TYP.W10X22< 8144' - 3" >W18X86< 8144' - 3" >W16X31 < 8144' - 3" >W10X26< 8144' - 3" > W10X26 < 8144' - 3" >W10X26< 8144' - 3" >W10X26< 8144' - 3" >2 S3.1 3 S3.1 1 S3.1 2X6 AT 1'-4" BEARING WALL 8143'-10 3/4" TOP OF PLYWOOD HSS16X4X1/4< 8144' - 5 1/4" >HSS16X4X1/4< 8144' - 5 1/4" >HSS16X4X1/4< 8144' - 5 1/4" >HSS 6X6X1/4 UP ONLY 6" CL SPLICEW10X30 < 8142' - 11 1/4" > HSS12X8X1/4 < 8146' - 0" > 20 S4.1 HSS 6X6X1/4 UP AND DOWN HSS 6X6X1/4 UP AND DOWN 5 S4.2 W8X31 < 8143' - 5 3/4" >W8X31< 8143' - 5 3/4" >16 S4.1 2 S4.2 4 S3.2 WOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT GUEST FLOOR FRAMING PLAN S2.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT GUEST FLOOR FRAMING PLANMATCHLINE Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 1 2 3 3.9 4 F E D C B A I H UP ONLY (3)-11 7/8" LVL (3)-11 7/8" LVL2X10 AT 1'-4" UP ONLY UP ONLY UP ONLY (2)-11 7/8" LVL 2X10 AT 1'-4" UP ONLY 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 8" CONCRETE SLAB-ON-GRAD WITH #5 AT 10" EACH WAY RE: S2.0 11 7/8" BCI-6000 AT 1'-4" HSS 4X4X3/8 HSS 4X4X3/8 UP ONLY 8" CONCRETE SLAB-ON-GRAD WITH #5 AT 10" EACH WAY RE: S2.0 8156' - 5 1/4" TOP OF CONCRETE HSS 4X4X1/4 (3)-2X10(3)-2X10 HSS 4X4X1/4 (3)-9 1/4" LVL (3)-9 1/4" LVL 8156'-5 1/4" TOP OF PLYWOOD 6" CL SPLICEHSS 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 8155'-8" TOP OF PLYWOOD (3)-2X6 HSS 4X4X1/4 (3)-2X6 2X6 AT 1'-4" BEARING STUD WALL 2X6 AT 1'-4" BEARING STUD WALL (3)-2X6 HSS 8X8X1/4 UP AND DOWN HSS 8X8X1/4 UP AND DOWN STAIR AND ELEVATOR 11 S4.1 6 S4.1 9 S4.1 4 S4.1 10 S4.1 4 S3.1 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"(3)-11 7/8" LVL HSS16X4X1/4< 8156' - 5" >W10X22< 8156' - 3" >HSS 6X6X1/4 UP AND DOWN W14X43 < 8156' - 3" >W12X22< 8153' - 5 3/4" >HSS16X4X1/4< 8156' - 5" >HSS16X4X1/4< 8156' - 5" >SW1 SW1A 8156' - 5 1/4" TOP OF CONCRETE 8 S4.1SIM.W10X60< 8156' - 3" >W10X39 < 8156' - 3" >W10X26< 8156' - 3" >W10X54 < 8156' - 3" >1 3/4" X 11 7/8" LVL RIM 1 3/4" X 11 7/8" LVL RIMBEAM POCKET RE: 8/S4.1 (SIM.) BEAM POCKET RE: 8/S4.1 (SIM.) 4 S3.2 HSS 6X6X1/4 UP AND DOWN HSS 6X6X1/4 UP AND DOWN 5 S4.2 HSS4X4X1/4 3 S4.2 8 S3.1 UP ONLY UP ONLY SIMPSON HUC HANGER WITH TITEN 1/4"ØX1 3/4" SCREWS INTO CONCRETE WOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT LIVING FLOOR FRAMING PLAN S2.21469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT LIVING FLOOR FRAMING PLANMATCHLINE Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 1 2 3 3.9 4 F E D C B A I H (3)-14" LVL(3)-16" LVL 14" LVL SUB FASCIA SUB FASCIA 14" LVL SUB FASCIA SUB FASCIA14" LVL (3)-14" LVL14" LVL SUB FASCIA14" LVL (2)-14" LVL 0"14" LVL AT 2'-0"(3)-16" LVL14" BCI60 AT 1'-0" 14" BCI60 AT 1'-4" 6' - 0" 5' - 0"(3)-14" LVL14" LVL SUB FASCIA14" LVL SUB FASCIA(3)-14" LVL(2)-14" LVLHSS8X6X3/814" LVL 14" LVL 14" LVL SUB FASCIASUB FASCIA SUB FASCIA (2)-14" LVL14" LVL AT 2'-0" 14" BCI60 AT 1'-4" 14" LVL AT 2'-0"SLOPE SLOPESLOPE14" BCI60 AT 1'-4" 14" BCI60 AT 1'-0" 14" LVL AT 2'-0" 14" LVL 14" LVL SUB FASCIA SUB FASCIA 2X6 AT 1'-4" BEARING WALL 14" LVL AT 2'-0" (2)-14" LVL 14" BCI60 AT 1'-0" 0"HSS 8X6X3/8HSS 8X6X3/8 (2)-14" LVLHSS 4X4X1/4 (3)-2X6 STUB COLUMN 6" SPLICEHSS 4X4X3/8 HSS 8X8X1/4HSS 8X8X1/4 2 S5.1 6 S5.1 3 S5.1 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"HSS 5X5X1/2HSS 5X5X1/2 10 S4.1 SIM.HSS 6X6X1/4 SW1SW1 SW1SW1SW1A SW1ASW1A SW1A8167'-0 7/8" TOP OF PLYWOOD RE: X/SX (2)-14" LVL HSS18X6X5/8 < 8172' - 1 5/8" > HSS18X6X3/8 < 8165' - 6" > W16X26 < 8167' - 4" > W18X35 < 8167' - 6" > W14X22 < 8165' - 9 3/4" > W14X22 < 8165' - 3 5/8" >WALL ABOVEHSS8X6X3/8 < 8169' - 2 5/8" > RE: S2.7 FOR WEST UNIT ROOF FRAMING RE: S2.7 FOR WEST UNIT ROOF FRAMING HSS 6X6X1/4 HSS 6X6X1/4 (2)-9 1/2" LVL (2)-9 1/2" LVL(2)-14" LVL(3)-9 1/2" LVL 13 S5.1 10 S5.1 WOOD ROOF FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X8 AT 2X6 WALLS OR (2)-2X8 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. RE: ARCHITECT FIR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 21. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-0" X 4'-0" (16FT2). 22. RE: ARCHITECTURAL DRAWINGS FOR ALL OVERLOW SCUPPER LOCATIONS. 23 INDICATES MONENT CONNECTION. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT ROOF FRAMING PLAN S2.31469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT ROOF FRAMING PLANMATCHLINE Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 5 6 7 8 9 P O N M L K Q J I H ( 8149' - 1" ) [ 8161' - 9" ][ 8161' - 9" ]( 8146' - 10" )( 8142' - 10" ) ( 8146' - 10" )( 8149' - 1" ) [ 8149' - 3 1/4" ] ( 8138' - 11 1/2" ) [ 8149' - 3 1/4" ] ( 8134' - 10" )( 8131' - 0" ) [ 8149' - 9" ][ 8149' - 3 1/4" ] ( 8134' - 10" ) [ 8149' - 9" ][ 8149' - 9" ] ( 8132' - 6" ) [ 8149' - 8 1/4" ] [ 8137' - 1" ]( 8134' - 4" ) ( 8132' - 6" ) [ 8137' - 1" ] [ 8137' - 2" ] ( 8128' - 0" )( 8149' - 1" )[ 8161' - 9" ]( 8145' - 4" ) ( 8141' - 4" ) ( 8137' - 4" ) ( 8137' - 4" )( 8136' - 2" )( 8132' - 6" )( 8128' - 0" )[ 8149' - 9" ][ 8137' - 2" ]FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP WALL STEP FOOTING STEP FOOTING STEP ( 8137' - 4" ) FOOTING STEP WALL STEP WALL STEP 10"10"3' - 10 3/4"4' - 0"4' - 0" 2' - 6" 6' - 6" 10"2' - 0" TOP OF SLAB .SLOPERE: ARCH5" CONCRETE SLAB ON GRADE WITH 6X6 W2.1XW2.1 W.W.F. FOOTING STEP( 8134' - 10" )8149' - 3 1/4"2' - 0" 10" 4' - 0"2' - 0" 4' - 0"10" 2' - 0" 10" 4' - 0"8" 1' - 0" 10" 8" 1' - 0" 10"2' - 0" 5' - 0"10"( 8134' - 10" )[ 8149' - 3 1/4" ]1' - 0" 1' - 6"2' - 0"10"10" 1' - 0" 2' - 0"1' - 8"8"8" 1' - 0" 1' - 6" 1' - 6" 2' - 0" 10"2' - 3"2' - 3" 8"8" 1' - 0"8"PERMANENT SHORING WALL BY OTHERS 1 S3.1 5 S3.1 6 S3.1 1 S3.1 2 S3.1 7 S3.1 8" CONCRETE SLAB-ON-GRADE WITH #5 AT 10" EACH WAY NOTE: BACKFILLING OF FOUNDATION SHALL CONSIST OF A MINIMUM HORIZONTAL WIDTH OF 2'-0" OF GEO-FOAM BACKFILL MATERIAL PLACED AGAINST FOUNDATION WALL, EXTENDING FROM FOOTING TO 18" BELOW FINAL GRADING 18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" 18' - 6" 18' - 7 1/2" 17' - 4 1/2" 7' - 6"2' - 6"6' - 6" 18' - 6" 24' - 0" 9' - 4 7/8" 3' - 8"1' - 0 7/8" 4' - 2"8' - 10 1/4"WALL STEP ( 8137' - 0" ) TOP OF SLAB 8137' - 9"1' - 8" 1' - 6" 1' - 8" 2"10" [ 8134' - 4" ] { 8135' - 0" } FOOTING STEP 8135' - 6" 1 S3.2 2 S3.2 10"Ø CONC. PIER WITH 28"Ø BELLED FOOTING (BIGFOOT OR EQUAL)8"( 8137' - 4" ) 2" S2.4 2 5'-6"X5'-6"X1'-0" CONCRETE FOOTING WITH (6)-#5 EACH WAY BEAM POCKET 8'-0"X8'-0"X1'-0" CONCRETE FOOTING WITH #5 AT 1'-0" EACH WAY 8137' - 0" T.O.CONC 8 S3.2 8135'- 6" T.O.CONC 8135' - 6" T.O.CONC 8135' - 0" T.O.CONC 4'-0"X4'-0"X1'-0" CONCRETE FOOTING WITH (5)-#5 EACH WAY 4'-0"X4'-0"X1'-0" CONCRETE FOOTING WITH (5)-#5 EACH WAY 17' - 9 1/2" 30' - 1 1/4" 13' - 5 1/4" 5' - 11 1/4" 18' - 0"6' - 2" ( 8131' - 0" ) 6 S3.2 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.5 5' - 4 3/4" 7 1/4" 7 1/4" 7 1/4" 15' - 8 1/4" 1' - 3 1/4" 2' - 6 1/8"11' - 4 3/4"4' - 5" 13' - 11 1/4"1 3/4"EMBED PLATE COLUMN CONNECTION RE: 8/S4.2EMBED PLATE COLUMN CONNECTION RE: 8/S4.2EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 WALL STEP 4"8 1/2"{ 8135' - 0" }4' - 1 5/8"[ 8134' - 4" ]3'-0" X 6'-2" OPENING (VERIFY WITH ARCH.) FOUNDATION NOTES: 1. INDICATES ELEVATION OF TOP OF FLOOR SHEATHING OR TOP OF CONCRETE SLAB. 2. ALL SLAB-ON-GRADES ARE 4” THICK WITH 6x6-W2.1 x W2.1 W.W.F, U.N.O. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 4. [XXX’-XX”] INDICATES TOP OF FOUNDATION WALL (GRADE BEAM) ELEVATION. 5. (XXX’-XX”) INDICATES TOP OF FOOTING ELEVATION. 6. {XXX’-XX”} INDICATES TOP OF LEDGE ELEVATION. 7. GENERAL CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 8. INDICATES TOP OF SLAB STEP. 9. ALL CONCRETE WALLS ARE 8" THICK, U.N.O. 10. CONTRACTOR TO PLACE (3)-#5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS GREATER THAN 4’-0” IN ADDITION TO WALL REINFORCING SHOWN OTHERWISE. 11. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS PER GENERAL NOTES. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 144 SQUARE FEET. CONTRACTOR TO COORDINATE JOINT LAYOUT WITH ARCHITECT. 13. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS, AND ELEVATIONS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE. 14. GEO-FOAM BACK FILL MATERIAL SHALL BE CONTROL GEO-FOAM 12 AS MANUFACTURED BY R-CONTROL. ALTERNATIVE SHALL MEET ASTM D6817 AND SHALL BE OF EQUAL DENSITY AND MODULES OF ELASTICITY AND COMPRESSIVE RESISTANCE. 15. PROVIDE 1/2"X8"X8" EMBED PLATES WITH (4)-1/2"Ø X 4" H.A.S. AT 2'-0" FOR COLUMN ATTACHMENT, RE:9/S3.2. (PLATES REQUIRED ABOVE ELEVATION = 8144'-3") J I STEP BOW STEP BOW [ 8149' - 6 3/4" ] ( 8143' - 0" ) 18' - 0" 5' - 4" BEAM POCKET [ 8143' - 0" ]B.O.W.9' - 4 3/4" 1' - 2" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT ENTRY FOUNDATION PLAN S2.41469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT ENTRY FOUNDATION PLANMATC HLI NE MATC HLI NE1/4" = 1'-0"2 WEST UNIT ENTRY FOUNDATION PLAN - TOP OF WALL Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 5 6 7 8 9 P O N M L K Q J I H 8" CONCRETE SLAB-ON-GRADE WITH #5 AT 10" EACH WAY 2X10 AT 1'-6" (TREATED) 6X6 POST(2)-11 7/8" LVLUP ONLY UP ONLY HSS 4X4X3/8 1/4" PLATE STEEL SADDLE 11 7/8" BCI-6000 AT 1'-4"11 7/8" BCI-6000 AT 1'-4" UP ONLY UP ONLY 2X10 AT 1'-6" (TREATED) HSS 4X4X1/4 UP AND DOWN 2X6 AT 1'-4" BEARING STUD WALL HSS 5X5X3/8 DOWN HSS 5X5X1/4 UP (3)-2X6 HSS 4X4X1/4 HSS6X6X1/4 UP ONLY UP ONLY HSS12X8X1/4 OVER (3)-16" LVL AT ROOF LEVEL EXTERIOR GLASS WALL ABOVE 9 1/4" LVL AT 1'-4"(2)-9 1/4" LVL9 1/4" LVL AT 1'-4" HSS 4X4X3/16 HSS 4X4X3/16 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" STAIR AND ELEVATOR 8149'-11 1/4" TOP OF CONCRETE 8149'-11 1/4" TOP OF PLYWOOD 8149'-2" TOP OF PLYWOOD HSS 4X4X1/4 7 S3.1 2 S3.1 18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" (2)-2X10(2)-2X10 8149'-6" TOP OF DECKING W18X86< 8149' - 9" >W16X26 < 8149' - 9" > W10X30 < 8148' - 5 1/4" > 8149'-4 3/4" TOP OF PLYWOOD 2X6 AT 1'-4" BRG. WALL HSS16X4X1/4< 8149' - 10 1/2" >HSS16X4X1/4< 8149' - 10 1/2" >HSS16X4X1/4< 8149' - 10 1/2" >HSS4X4X1/4 (2)-11 7/8" LVL 15 S4.1 16 S4.1 14 S4.1 BEAM POCKET WITH C9X15 EMBED PLATE RE: 19/S4.1 (SIM.) 8 S4.1 4 S4.2 5 S4.2 1 S3.2 1 S4.2 6 S3.2 HSS6X6X1/4 UP AND DOWN HSS6X6X1/4 UP AND DOWN 2 S3.2 (2)-11 7/8" LVLWOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT GUEST FLOOR FRAMING PLAN S2.51469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT GUEST FLOOR FRAMING PLANMATC HLI NE MATC HLI NERevisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 3.9 4 5 6 7 8 9 E D C P O N M L K Q J I H HSS 4X4X1/4 UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY2 3/4"2 3/4"2 3/4"HSS 5X5X3/8 (2)-11 7/8" LVL HSS 6X6X1/4 UP AND DOWN (3)-11 7/8" LVL (3)-2X6 2X6 AT 1'-4" BEARING WALL STONE VENEER ABOVE STONE VENEER ABOVE HSS 5X5X1/4 UP ONLY 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" HSS 4X4X1/4 HSS 4X4X3/8 11 7/8" BCI-60 AT 1'-4" 9 1/2" BCI-6000 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" EXTERIOR STUD WALL ABOVE EXTERIOR STUD WALL ABOVE 2X6 AT 1'-4" BEARING STUD WALL 11 7/8" BCI-60 AT 1'-4"(2)-11 7/8" LVLSTAIR AND ELEVATOR 8161'-11 1/4" TOP OF PLYWOOD 5 S4.1 SIM.4 S3.1 7 S3.1 18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" W10X15< 8160' - 11 3/4" >W8X21 < 8160' - 11 3/4" > W10X39 < 8160' - 11 3/4" > 8161'-2" TOP OF PLYWOOD W10X88 < 8161' - 9" >W16X31 < 8161' - 9" > W12X35 < 8161' - 9" > W10X22 < 8161' - 9" >W10X45< 8161' - 9" >W10X45 < 8161' - 9" > W10X22 < 8161' - 9" > W10X39< 8161' - 9" >W10X39< 8161' - 9" >(2)-11 7/8" LVL < 8161' - 9" >W10X22< 8161' - 9" >11 7/8" BCI-60AT 1'-4"W10X19 < 8161' - 9" > W10X19 < 8161' - 9" > HSS4X4X1/4 (2)-11 7/8" LVL W16X26 EMBED PLATE RE: 19/S4.1 EMBED PLATE RE: 19/S4.1 19 S4.1 1 S4.1 5 S4.1 HSS8X8X1/4HSS8X8X1/4 HSS16X4X1/4< 8161' - 10 1/2" >HSS16X4X1/4< 8161' - 10 1/2" >HSS16X4X1/4< 8161' - 10 1/2" >HSS8X6X5/8 UP HSS4X4X1/4 DOWN EMBED PLATE RE: 19/S4.1 9 1/2" BCI-6000 AT 1'-4" (3)-11 7/8" LVL HSS4X4X1/4 1 S4.1 EMBED PLATE RE: 19/S4.1 EMBED PLATE RE: 19/S4.1 HSS 6X6X1/4 UP AND DOWN HSS 6X6X1/4 UP AND DOWN 5 S4.2 (2)-9 1/2" LVL2 S3.2 1 S3.2 HSS4X4X1/4 UP ONLY EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 EMBED PLATE COLUMN CONNECTION RE: 8/S4.2EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 7 S3.1 (SIM.)UP ONLY UP ONLY 2X6 AT 1'-4" BEARING WALL 6 S4.2 UP ONLY UP ONLY WOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT LIVING FLOOR FRAMING PLAN S2.61469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT LIVING FLOOR FRAMING PLANMATC HLI NE MATC HLI NERevisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 3.9 4 5 6 7 8 9 E D C P O N M L K Q J I H OR W14X22 (2)-14" LVL(2)-14" LVL(2)-14" LVL HSS20X8X5/8 (2)-9 1/2" LVL (2)-9 1/2" LVL (2)-9 1/2" LVL(2)-9 1/2" LVL DOUBLE 14" BCI-90 AT 2'-0" DOUBLE 14" BCI-90 AT 2'-0" 9 1/2" LVL AT 2'-0" 9 1/2" LVL AT 2'-0" 9 1/2" BCI-6000 AT 1'-4"(2)-14" LVL (3)-9 1/2" LVL (2)-9 1/2" LVL (3)-9 1/2" LVL (3)-9 1/2" LVL HSS 4X4X1/4HSS 4X4X1/4 (2)-14" LVL 0"14" LVL AT 2'-0" 14" BCI-90 AT 2'-0" STUB COLUMN 14" LVL AT 2'-0" DOUBLE 14" BCI-90 AT 2'-0"(2)-14" LVL(2)-14" LVLHSS 8X8X1/4 HSS 8X8X1/4 14" BCI-90 AT 2'-0" 14" LVL AT 2'-0" (3)-2X6 2X6 AT 1'-4" BRG. WALL 14" LVL AT 2'-0" (3)-2X6 (3)-2X6 (3)-2X6 (3)-2X6 DOUBLE 16" BCI-90 AT 2'-0" 0"AT TRANSOM 0"AT TRANSOM HSS 10X6X3/8 HSS 10X6X3/8 (3)-11 7/8" LVL(3)-11 7/8" LVL 0" 0"4 S5.1 2 3/8"2 3/8"18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" (3)-16" LVL (3)-16" LVL (2)-14" LVL (2)-14" LVL HSS 8X6X5/8 HSS 5X5X1/2 8173'-5 1/2" TOP OF PLYWOOD (3)-11 7/8" LVL (3)-11 7/8" LVLSW1 SW1SW1ASW12/129 1/2" LVL SUBFASCIA 8171'-11 1/4" TOP OF PLYWOOD 9 1/2" LVL SUBFASCIA SW1(2)-9 1/2" LVL 0" 18 S4.1 7 S5.1 8 S5.1 W18X40 < 8177' - 6 3/8" > HSS8X6X3/8 < 8171' - 0" > HSS8X6X3/8 < 8171' - 0" > W14X22 < 8177' - 1 3/8" >WALL ABOVEHSS8X6X3/8 < 8176' - 2 5/8" > W12X26 < 8173' - 4 3/4" > W12X26 < 8175' - 8 7/8" > W12X30 < 8175' - 8 7/8" > W12X26 < 8175' - 8 7/8" > W18X40 < 8171' - 11 7/8" >2:12HSS4X4X3/8 HSS8X6X5/8 HSS6X6X1/4 HSS6X6X1/4 HSS6X6X1/4 12 S5.1 (3)-9 1/2" LVL(3)-11 7/8" LVL STUB COLUMNSW1ASW1A5 S5.1 (2)-14" LVL(2)-14" LVL13 S5.1 5 S5.1 11 S5.1 10 S5.1 9 S5.1 WOOD ROOF FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X8 AT 2X6 WALLS OR (2)-2X8 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. RE: ARCHITECT FIR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 21. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-0" X 4'-0" (16FT2). 22. RE: ARCHITECTURAL DRAWINGS FOR ALL OVERLOW SCUPPER LOCATIONS. 23 INDICATES MONENT CONNECTION. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT ROOF FRAMING PLAN S2.71469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT ROOF FRAMING PLANMATC HLI NE MATC HLI NERevisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 RE: PLAN RE: PLAN 2"3"CLR.RE: PLAN3" CLR.2" CLR. RE: PLAN 1'-0" 7" 1'-1"2'-6"10"10"RE:PLAN 1'-0"10"RE: PLAN8"1'-0" RE: PLAN1'-0"2" CLR. 10"1'-0"1'-0"1'-0" 1'-0"RE: PLAN SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" SECTION 4 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER #5 AT 1'-4" VERTICAL AND HORIZONTAL RE: PLAN TOP OF PLYWOOD 1 1/2" CONCRETE TOPPING EXTERIOR STUD WALL WITH SHEATHING 2X TREATED PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" EXPOSED CONCRETE FINISH RE: ARCH. [XXX'-XX"] RE: PLAN (XXX'-XX") SLIP JOINT SLAB-ON-GRADE RE: PLAN #5 AT 1'-4" X 2'-6"1'-0" (2)-#5 TOP AND BOTTOM #5 AT 1'-4 EACH WAY TOP (2)-#5 RE: PLAN (XXX'-XX") SLIP JOINT SLAB-ON-GRADE RE: PLAN #5 AT 1'-4" X 4'-0" 1'-6" (2)-#5 TOP AND BOTTOM #5 AT 1'-4 EACH WAY TOP (2)-#5 [XXX'-XX"] RE: PLAN TOP OF CONCRETE (2)-#5 TOP AND BOTTOM FLOOR JOIST RE: PLAN TREATED 2X10 WITH 1/2" Ø X 5" TITEN HD CONCRETE SCREW ANCHOR AT 2'-0" #5 AT 1'-0" VERTICAL AND HORIZONTAL 1 1/2" CONCRETE TOPPING #5 AT 2'-0" X 2'-0"2'-0"8" CONCRETE SLAB-ON GRADE [XXX'-XX"] RE: PLAN TOP OF CONCRETE (2)-#5 TOP AND BOTTOM FLOOR JOIST RE: PLAN TREATED 2X10 WITH 1/2" Ø X 5" TITEN HD CONCRETE SCREW ANCHOR AT 2'-0" #5 AT 1'-0" VERTICAL AND HORIZONTAL 1 1/2" CONCRETE TOPPING #5 AT 2'-0" X 2'-0"2'-0"8" CONCRETE SLAB-ON GRADE (XXX'-XX") #5 AT 8" X 4'-0"1'-6" #5 AT 1'-4 EACH WAY TOP (2)-#5 5/8" Ø THREADED INSERT AT 2'-0" 5/8" Ø X 2'-6" THREADED ROD AT 2'-0" 8" CONCRETE SLAB RE: PLAN RE: PLAN (XXX'-XX") PARTY WALL RE: ARCH. TREATED 2X6 PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" RE: PLANRE: PLAN TOP OF SLAB {XXX'-XX"} 8" SLAB RE: PLAN #5 AT 1'-4" VERTICAL AND HORIZONTAL EACH FACE #5 AT 1'-4" X EACH FACE 2'-6"1'-0" 2X4 FURRING WALL TREATED 2X4 PLATE WITH 1/2" Ø X 10" ANCHOR BOLT AT 2'-6" SLIP JOINT SLAB-ON-GRADE RE: PLAN SLOPE #5 AT 1'-4" EACH WAY (2)-#5 TOP AND BOTTOM DRIVEWAY BY OTHERS [XXX'-XX"] CONSTRUCTION JOINT #5 AT 1'-4" HORIZONTAL EACH FACE #5 AT 1'-4" X FULL HEIGHT1'-2" #5 AT 1'-4" X AS SHOWN1'-2" (XXX'-XX") #5 CONT. DRIVEWAY BY OTHERS [XXX'-XX"] #5 AT 1'-4" EACH FACE #5 AT 2'-0" X #5 AT 1'-4" X EACH FACE (XXX'-XX") 2'-0"2'-0"FULL HEIGHT1'-0" SLAB-ON-GRADE RE: PLAN SLOPE RE: ARCH. (XXX'-XX") 5/8" Ø THREADED INSERT AT 2'-0" 5/8" Ø X 2'-6" THREADED ROD AT 2'-0" 8" CONCRETE SLAB RE: PLAN RE: PLAN #5 AT 8" X #5 AT 1'-0" TRANSVERSE #5 AT 1'-4" LONGITUDINAL4'-0"2'-6" (2)-#5 CONT. #5 AT 1'-4" VERTICAL AND HORIZONTAL RE: PLAN TOP OF PLYWOOD 1 1/2" CONCRETE TOPPING FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER [XXX'-XX"] 2X TREATED PLATE WITH 1/2" Ø X 10" ANCHOR BOLT AT 2'-6" WATERPROOFING AND FLASHING RE: ARCH. CONCRETE PATIO RE: ARCH. (2)-#5 TOP AND BOTTOM EXTERIOR WALL WITH SHEATHING SECTION 8 3/4" = 1'-0" RE: PLAN TOP OF CONCRETE [XXX'-XX"] 8" CONCRETE SLAB RE: PLAN FINISH FLOOR RE: ARCH. 2X6 TREATED PLATE WITH 1/2" Ø ANCHOR BOLTS AT 2'-6" PATIO RE: ARCH. (XXX'-XX") #5 AT 1'-4" HORIZONTAL #5 AT 1'-0" VERTICAL #5 AT 1'-0" X 2'-6"1'-2" #5 AT 1'-4" (2)-#5 TOP AND BOTTOM (5)-#5 CONT. RIGID INSULATION . . . . . . . . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FOUNDATION SECTIONS S3.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 RE: PLAN1'-0"2'-0" (MIN.) GEOFOAM BACKFILL RE: PLAN 2" CLR.1'-6" MIN.RE: PLAN1'-0" 2'-0" (MIN.) GEOFOAM BACKFILL RE: PLAN1'-6" MIN. 2" CLR.3/4"3/4" 1'-3" 1'-1" 1'-8"1'-0"8"3/4"RE: PLAN1'-0"2" CLR.10"2'-0" 1" MAX. OFFSET (CENTERLINE OF COLUMN- CENTERLINE OF PIER)4'-0" MIN.8"MIN.1'-6" MIN.8" MIN.3"MIN.9"1'-0"8" MIN.1 1/2"5" 1 1/2" 5" SECTION 9 3/4" = 1'-0" SECTION 8 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" EXTERIOR WALL WITH SHEATHING TREATED 2X6 PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6"RE: PLAN TOP OF CONCRETE FINISH FLOOR RE: ARCH. 8" SLAB-ON-GRADE RE: PLAN (XXX'-XX") [XXX'-XX"] #5 AT 1'-4" X 2'-0"2'-0" #5 AT 1'-4" VERTICAL AND HORIZONTAL (2)-#5 TOP AND BOTTOM (5)-#5 CONT. #5 AT 1'-4" X 2'-6"1'-2" #5 AT 1'-4" (XXX'-XX") (5)-#5 CONT. RE: PLAN TOP OF CONCRETE EXTERIOR WALL WITH SHEATHING TREATED 2X PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" RE: PLAN TOP OF PLYWOOD FLOOR SHEATHING FINISH FLOOR RE: ARCH. FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER #5 AT 1'-4" VERTICAL AND HORIZONTAL FINISH FLOOR RE: ARCH. 8" SLAB-ON-GRADE RE: PLAN (2)-#5 TOP AND BOTTOM 5/8" Ø X 2'-6" THREADED ROD AT 2'-0" 5/8" Ø THREADED INSERT AT 2'-0"#5 AT 1'-4" X #5 AT 1'-4"2'-6"1'-2" RE: PLAN SLIP JOINT SLAB-ON-GRADE RE: PLAN TOP OF CONCRETE (XXX'-XX") {XXX'-XX"} CONSTRICTION JOINT ACCEPTABLE AT THIS ELEVATION [XXX'-XX"] #5 AT 1'-0" VERTICAL AND HORIZONTAL (2)-#5 TOP AND BOTTOM RE: PLAN TOP OF PLYWOOD FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER #5 AT 1'-4" VERTICAL AND HORIZONTAL EACH FACE VARIES TOP OF CONCRETE SLIP JOINT SLAB-ON-GRADE RE: PLAN #5 AT 1'-4" (4)-#5 CONT. 2X TOP PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" #5 X 4'-0" DOWEL AT 1'-0" SECTION 4 3/4" = 1'-0" TREATED 2X6 PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" FINISH FLOOR RE: ARCH. 8" SLAB-ON-GRADE RE: PLAN (2)-#5 TOP AND BOTTOM #5 AT 1'-4" VERTICAL AND HORIZONTAL #5 AT 1'-4" X 2'-0"2'-0" (XXX'-XX") #5 AT 1'-4" (5)-#5 #5 AT 1'-4" X 2'-6" 1'-6" WATERPROOFING AND DRAINBOARD RE: ARCH. SLIP JOINT PATIO RE: ARCH. 2X6 BEARING WALL RE: PLAN #5 AT 2'-0" X SLIP JOINT SLAB-ON-GRADE RE: PLAN VARIES TOP OF CONCRETE2'-0"2'-0" 3" CONCRETE TOPPING SLAB WITH 6X6 W2.1XW2.1 W.W.F. (RE: ARCH. FOR CONTROL JOINT LAYOUT) SLAB-ON-GRADE RE: PLAN RE: PLAN (2)-#5 TOP AND BOTTOM #5 AT MID-HEIGHT #5 AT 1'-4" X (ALTERNATE HOOK)FULL HGT.8" RE: PLAN TOP OF DECKING DECK JOIST RE: PLAN 10" Ø CONCRETE PIER WITH 28" Ø BIGFOOT FOOTING SIMPSON ABA66 6X6 COLUMN (NOTCH FOR (2)-2X10 BEARING) WITH (2)-1/2" Ø THRU-BOLTS #3 TIES AT TOP, MID-HEIGHT AND BOTTOM (4)-#5 X FULL HGT.6" 3" STONE AND GROUT RE: ARCH. 5" SLAB-ON-GRADE RE: PLAN VERIFY WATERPROOFING, DRAINBOARD AND TREAD/ RISER DIMENSIONS WITH ARCHITECT. #4 AT EACH NOSE DRIVEWAY BY OTHERS #5 AT 1'-0" EACH WAY RE: PLAN TOP OF CONCRETE RE: PLAN TOP OF CONCRETE FOOTING RE: PLAN FOR SIZE AND REINFORCING AT ELEVATOR 3" CONCRETE TOPPING SLAB WITH 6X6 W2.1XW2.1 W.W.F. (RE: ARCH. FOR CONTROL JOINT LAYOUT) SLAB-ON-GRADE RE: PLAN 6" HSS COLUMN RE: PLAN 1/2" X 8" X 8" EMBED PLATE AT 2'-0" CONCRETE WALL RE: 3/S3.2 . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FOUNDATION SECTIONS S3.21469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 1'-0" 6 1/2"1 1/2"1 1/2"3" 3"3 1/2" 6"5 3/4"10"1'-0"5 3/4"6 1/4"3 1/2" 6" 1 1/2"CLR.1 1/2" CLR.2"2 1/2" 2 1/2" 2 1/2" 10" 1 1/2"1 1/2"3/4"3"3/4"4"6" 2" 2" 4" 2"3/4"4 3/4" 6 1/2" A A B B A SECTION 20 3/4" = 1'-0" SECTION 19 3/4" = 1'-0" SECTION 18 3/4" = 1'-0" SECTION 17 3/4" = 1'-0" SECTION 15 3/4" = 1'-0" SECTION 14 3/4" = 1'-0" SECTION 13 3/4" = 1'-0" SECTION 12 3/4" = 1'-0" SECTION 11 3/4" = 1'-0" SECTION 10 3/4" = 1'-0" SECTION 9 3/4" = 1'-0" SECTION 8 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" SECTION 4 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" 1/4 3/4" X 5 3/4" X 10 1/4" END PLATE WITH (4)- 3/4" Ø BOLTS 3/4" END PLATE (2)-1/2" Ø X 10" ANCHOR BOLT AND NON-SHRINK GROUT STEEL BEAM RE: PLAN 3/8" X 2 1/2" HORIZONTAL STIFFENER EACH SIDE OF WEB (ALIGN WITH BOTTOM FLANGE OF W10 BEAM) FOUNDATION WALL RE: 12/S4.1 14KIP BOLT PRETENSION REQUIRED FOR END PLATE CONNECTION BOLTS 1/4 BOTH SIDES 2X TOP PLATE WITH 1/2" Ø THRU- BOLTS AT 2'-0" CJP CJP TOP AND BOTTOM RE: PLAN TOP OF PLYWOOD EXTERIOR WALL WITH SHEATHING LVL BEAM RE: PLAN WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. STONE AND GROUT FLOOR JOIST RE: PLAN WITH SIMPSON IUT HANGER RE: PLAN TOP OF PLYWOOD RE: PLAN TOP OF PLYWOOD EXTERIOR WALL WITH SHEATHING WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. STONE AND GROUT ON TAPERED FLOOR JOIST RE: PLAN WITH SIMPSON IUT HANGER RE: PLAN TOP OF PLYWOOD STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø BOLTS AT 2'-0" AND SOLID WEB PACK WITH 1/2" Ø THRU-BOLTS AT 1'-4" STAGGER TOP AND BOTTOM (2)-1/2" Ø X 10" ANCHOR BOLTS WITH SHIM AND GROUT STEEL BEAM RE: PLAN 3/8" WEB STIFFENER (2)-1/2" Ø X 10" ANCHOR BOLTS WITH SHIM AND GROUT SECTION A-A 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" WITH SLOTTED HOLES IN BOTTOM FLANGE OF BEAM RE: PLAN TOP OF PLYWOOD <XXX'-XX"> [XXX'-XX"] <XXX'-XX"> (2)-L4X3 1/2X5 1/2" WITH (2)-3/4" Ø BOLTS EACH LEG STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU- BOLTS AT 2'-0" STAGGER FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER RE: PLAN TOP OF PLYWOOD STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" (2)-1/2" Ø X 10" ANCHOR BOLTS FOUNDATION WALL RE: XXXXX 8" CONCRETE SLAB RE: PLAN<XXX'-XX"> RE: PLAN TOP OF PLYWOOD [XXX'-XX"] SECTION B-B [XXX'-XX"] SHIM AND GROUT 1/2" X 5" X 9" CAP PLATE HSS COLUMN RE: PLAN STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" STAGGER <XXX'-XX"> FLOOR SHEATHING RE: PLAN TOP OF PLYWOOD 3/8" WEB STIFFENER EACH SIDE 1/4 2"BOTH SIDES 1/2" X 5" X 9" CAP PLATE HSS COLUMN RE: PLAN (2)-L4X3 1/2X3/8 X 5 1/2" WITH (2)-3/4" Ø BOLTS EACH LEG 3/8" END PLATE 3/8" WEB STIFFENER STEEL BEAM RE: PLAN 1/2" X 6" X 1'-4" HORIZONTAL STIFFENER WITH (2)-3/4" Ø BOLTS SLOTTED FOR WEB L4X4X1/4 X 5" <XXX'-XX"> 1/4 2" <XXX'-XX"> 1/4 BOTH SIDES RE: PLAN TOP OF PLYWOOD 3/8" WEB STIFFENER FLOOR SHEATHING 1/4 2" AT 6"BOTH SIDES FLOOR SHEATHING FLOOR JOIST RE: PLAN TREATED 2X PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" #6 AT 1'-0" EACH FACE RE: PLAN TOP OF PLYWOOD [XXX'-XX"] (4)-#6 TOP SOLID BLOCKING BETWEEN JOISTS (XXX'-XX") (6)-#6 BOTTOM #3 STIRRUPS AT 1'-0" STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" HSS COLUMN RE: PLAN 3/8" X 4" X 8 1/2" SHEAR PLATE WITH (3)-3/4" Ø BOLTS CJP TOP AND BOTTOM FLANGE HSS COLUMN RE: PLAN 1/2" X 6" X 10" BASE PLATE WITH (4)-3/4" Ø BOLTS STEEL BEAM RE: PLAN LVL BEAM RE: PLAN HSS BEAM RE: PLAN 3/8" X 8" X 10" PLATE WITH (4)-3/4" Ø THRU-BOLTS 1/4 BOTH SIDES 2 1/2"4" SECTION 16 3/4" = 1'-0" EXTERIOR WALL WITH SHEATHING FINISH FLOOR RE: ARCH. FLOOR JOIST RE: PLAN STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" AND SOLID WEB BLOCKING WITH (2)-1/2" Ø THRU-BOLTS AT 1'-4" RE: PLAN TOP OF PLYWOOD WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. TILE AND GROUT ON TAPERED INSULATION RE: ARCH. DECK JOIST RE: PLAN WITH SIMPSON LUS HANGER 1/2" Ø THREADED STUDS AT 2'-0" (STAGGER) FOR 2X NAILER AT TOP, BOTTOM AND SIDES OF FRAME MEMBERS CJP RE: PLAN FOR FRAME SIZES RE: PLAN FOR BEAM SIZES HSS COLUMN RE: PLAN 3/8" X 4" X 8 1/2" SHEAR PLATE WITH (3)-3/4" Ø BOLTS 3/16 STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" STAGGER 3/8" X 4" X 6" SHEAR PLATE WITH (2)-3/4" Ø BOLTS 3/4" X 8" X 1'-0" EMBED PLATE WITH (4)-5/8" Ø WITH 5" EMBED <XXX'-XX"> RE: PLAN TOP OF PLYWOOD FINISH FLOOR RE: ARCH. FLOOR SHEATHING 1/4 [XXX'-XX"] PATIO RE: ARCH. FOUNDATION WALL RE: 7/S3.1 RE: PLAN TOP OF PLYWOOD STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER <XXX'-XX"> RE: PLAN TOP OF PLYWOOD FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER FLOOR FINISH RE: ARCH. FLOOR SHEATHING LVL BEAM RE: PLAN WITH (4)-3/4" Ø BOLTS WEB BLOCKING AS REQUIRED [XXX'-XX"] <XXX'-XX"> 3" MAX. STONE AND GROUT WATERPROOFING AND DRAINBOARD RE: ARCH. ON TAPERED INSULATION 3/4" DECK SHEATHING RE: PLAN TOP OF DECKING DECK JOIST RE: PLAN WALL BEYOND FOUNDATION WALL RE: 12/S4.1 RE: PLAN TOP OF PLYWOOD FLAT ROOF WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. GRAVEL BALLAST 5/8" ROOF SHEATHING ROOF JOIST RE: PLAN TREATED 2X6 WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" WALL BEYOND [XXX'-XX"] INSULATION RE: ARCH. C SPLICEL . . . . . . . . . . . . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FLOOR FRAMING SECTIONS S4.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 3"3 1/4" 3" 1 1/2"4 1/2" 2"1 1/2"1 1/2" 3" 2 5/8" 2 7/8" 3" TYP.EQ.EQ. A A SECTION 4 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" RE: PLAN TOP OF DECKING DECK JOIST RE: PLAN WITH SIMPSON LUS HANGER WOOD BEAM WITH CHANNEL WITH (2)-1/2" Ø THRU-BOLTS AT 1'-4" 2X DECKING RE: ARCH. RE: PLAN TOP OF PLYWOOD DECK JOIST RE: PLANSTEEL BEAM RE: PLAN WITH 1/2" Ø X 6" H.A.S. AT 6" 3" MAX. STONE AND GROUT RE: ARCH. WATERPROOFING AND DRAINBOARD RE: ARCH. ON TAPERED INSULATION 8" CONCRETE WALL WITH #5 AT 1'-4" VERTICAL AND HORIZONTAL (2)-#5 TOP AND BOTTOM HSS BEAM RE: PLAN WITH 1/4" END PLATE EACH END TYP. HSS COLUMN RE: PLAN 3/8" X 3" X 1'-0" WITH (3)-3/4" Ø BOLTS 1/4 FRAMING AT ELEVATOR SECTION A-A DECK FRAMING RE: PLAN 1/4" X 6" X 8" PLATE WITH (2)-1/2" Ø THRU-BOLTS HSS COLUMN RE: PLAN WATERPROOFING AND DRAINBOARD ON TAPERED INSULATION RE: ARCH. 3" MAX. TILE AND GROUT LVL BEAM RE: PLAN 3/8" X 5 1/2" X 6" BEARING PLATE ROOF JOIST RE: PLAN WITH SIMPSON LUS HANGER LVL BEAM RE: PLAN 3" MAX GRAVEL BALLAST WATERPROOFING AND DRAINBOARD RE: ARCH. SECTION 6 3/4" = 1'-0" RE: PLAN TOP OF CONCRETE FINISH FLOOR RE: ARCH. SLAB-ON-GRADE RE: PLAN #5 AT 2'-0" X 2'-0"2'-0" FOUNDATION WALL RE: 1/S3.2 DECK JOIST RE: PLAN TREATED 2X10 LEDGER WITH 5/8" Ø EPOXY ANCHORS WITH 5" EMBEDMENT AT 2'-8" STAGGER TOP AND BOTTOM TREATED 2X PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" SECTION 7 1 1/2" = 1'-0" SECTION 8 1 1/2" = 1'-0" HSS COLUMN RE: PLAN 1/2" X 6" X 1'-0" (2)-3/4" Ø BOLTS STEEL BEAM RE: PLAN WITH 2X TOP PLATE 3/8" STIFFENER ALIGN WITH COLUMN ABOVE HSS COLUMN RE: PLAN 1/4 6" 1/2" X 6" X 8" CAP PLATE WITH (2)-3/4" Ø BOLTS SHEAR WALL RE: PLAN HOLD-DOWN RE: SCHEDULE WITH 5/8" Ø THRU-BOLT 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" STAGGER STEEL BEAM RE: PLAN SECTION 9 3/4" = 1'-0" HSS COLUMN RE: PLAN FOUNDATION WALL RE: 7/S3.1 1/2" BASE PLATE WITH (4)-1/2" Ø THREADED STUDS WELDED TO EMBED PLATE 5/8" X 6" X 1'-6" EMBED PLATE WITH (6)-#5 X 2'-0" . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FLOOR FRAMING SECTIONS S4.21469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 2 12 2 12 2 12 2 12 EQUAL (UNLESS NOTED ON PLAN) EQUAL RE: ARCH. 8" 6"2"4" 4" A A SECTION 9 3/4" = 1'-0" SECTION 8 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" LVL RE: PLAN SIMPSON H3 EXTERIOR WALL WITH SHEATHING SUB-FASCIA RE: PLAN WITH (4)-10d NAILS SOLID BLOCKING BETWEEN JOISTS SOLID BLOCKING BETWEEN JOISTS ROOF JOIST RE: PLAN (2)-SDS25350 SCREWS STEEL BEAM RE: PLAN WITH (2)-2X6 BEVELED TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" ROOF SHEATHING ROOF SHEATHING SUB-FASCIA RE: PLAN ROOF JOIST RE: PLAN (2)-SDS25500 SCREWS LSTA15 AT 4'-0" LVL BEAM RE: PLAN ROOF SHEATHING SOLID WEB PACK WITH 1/2" Ø THRU-BOLTS AT 1'-4" STAGGER STEEL BEAM RE: PLAN WITH BEVELED TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" ROOF JOIST RE: PLAN WITH SIMPSON LSSU HANGER WEB BLOCKING AS REQUIRED RE: MANUFACTURER SECTION 4 3/4" = 1'-0" ROOF SHEATHING ROOF JOIST RE: PLAN SOLID BLOCKING BETWEEN JOISTS EXTERIOR WALL WITH SHEATHING(2)-SDS25500 SCREWS EXTERIOR WALL WITH SHEATHING FLASHING AND WATERPROOFING RE: ARCH. ROOF SHEATHING ROOF FRAMING RE: PLAN STEEL BEAM RE: PLAN WITH SOLID WEB PACK BLOCKING WITH 1/2" Ø THRU-BOLTS AT 1'-4" STAGGER AND 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 1'-4" EXTERIOR WALL WITH SHEATHING FLASHING AND WATERPROOFING RE: ARCH. ROOF SHEATHING ROOF FRAMING RE: PLAN WITH SIMPSON IUS HANGER AND WEB BLOCKING AS REQUIRED CONTINUOUS SHEATHING ACROSS ROOF/PARAPET (NO HORIZONTAL SEAMS) LVL BEAM RE: PLAN WINDOW RE:ARCH.ROOF JOIST RE: PLAN WITH SIMPSON ITS HANGER WATERPROOFING AND DRAINAGE RE: ARCH. SIMPSON LSTA21 AT 2'-8" 3" MAX. GRAVEL BALLAST CJP 3/8" X 4" X 1'-2 1/2" SHEAR PLATE WITH (5)-3/4" Ø BOLTS STEEL BEAM RE: PLAN CJP 1/4" 2" AT 4" HSS BEAM RE: PLAN HSS COLUMN RE: PLAN CJP BOTH SIDES CJP SECTION A-A SECTION 13 3/4" = 1'-0" SECTION 12 3/4" = 1'-0" SECTION 11 3/4" = 1'-0" SECTION 10 3/4" = 1'-0" STEEL BEAM RE: PLAN 3/8" X 4" X 11 1/2" SHEAR PLATE WITH (4)-3/4" Ø BOLTS HSS COLUMN RE: PLAN 3/16 CJP TOP AND BOTTOM FLANGES HSS COLUMN RE: PLAN 3/8" X 4" X 11 1/2" SHEAR PLATE WITH (4)-3/4" Ø BOLTSSTEEL BEAM RE: PLAN 1/2" X 6" X 6" MOMENT PLATE TOP AND BOTTOM 1/4 6" TOP AND BOTTOM FLANGE CJP TOP AND BOTTOM ROOF JOIST RE: PLAN SOLID BLOCKING BETWEEN JOISTS EXTERIOR STUD WALL WITH SHEATHING WEB BLOCKING AS REQUIRED SIMPSON H3 WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. GRAVEL BALLAST ROOF SHEATHING 1/4" X 3" X 10" PLATE WITH (2)-1/2" Ø THRU-BOLTS LVL BEAM RE: PLAN HSS COLUMN RE: PLAN 1/4 . . . . . . . . . . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 ROOF FRAMING SECTIONS S5.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 MARCIN ENGINEERING LLCVICINITY MAP PROPOSED PROJECT LOCATION APPROXIMATE SCALE: 1"=1,000' TABLE OF CONTENTS C001 COVER SHEET AND NOTES C002 DRIVEWAY GRADING PLAN C003 EXCAVATION PLAN C004 EROSION CONTROL PLAN C005 CONSTRUCTION DETAILS LOT 12 LOT 10B 10/8/20 01/22/21 0+00 1+002+0 0 2+01 8130 8128.00 8133.59 8133.78 8131.98 8128.64 8124.61 8119.56 8119.56 8125.79 2:1 3:1 2.5 :1 2.5:12.5:13:12.5:1812081308 1 4 0 815081608170818081908 2 0 081228124812681288132813481 3 6 8 1 38 81428 1 4 4 814681488152815481568158816281648 1 6 6 816881728 1 7 4 8 1 7 6 817881828184818681888 1 9 2 81 94 8 1 9 6 8 1 9 8 82 02 820482068 1 9 0 8 1 8 2 8 1 8 4 818681888 1 9 2 81608170 81 8 0 8162816481668168 8172 817 4 817 6 8 1 7 8 81308 1 4 0 815081608170812481268128813281348 1 3 6 8 1 3 8 8142814481468148815281548156815881628164816681688172817481768110 8 1 0 6 8108 8 1 1 2 8114 81 1 6 2:12.5:1 2.5:1 8122 8124 812 6 8128 813281348120 813081408150812081108120 81408 1 5 0 8 1 6 02.5:13 :14:12.5:13 :1 2.5:12.5:181608129.00 8135.00 3:18120.00 8116.00 2.5:12.5:12:18130 3:1 BW: 8177.00 TW: 8169.00 8163.00 BW: 8170.00 8169.00 8177.00 BW: 8156.00 TW: 8162.00 8163.00 TW: 8182.00 8177.00 TW: 8162.00 BW: 8160.00 TW: 8176.00 TW: 8183.00 8183.00 8170.008164.00 TW: 8169.00 BW: 8163.00 8170.00 8120.00 8122.00 BW: 8124.33 TW: 8128.00 BW: 8127.40 BW: 8124.00 TW: 8129.28 TW: 8154.00 BW: 8150.00 BW: 8144.00 TW: 8148.00 TW: 8126.00 BW: 8120.00 BW: 8117.00 TW: 8122.00 TW: 8130.00 BW: 8124.00 TW: 8132.00 TW: 8124.00 BW: 8120.00 TW: 8120.00BW: 8114.00 TW: 8124.00 BW: 8118.00 TW: 8112.00 BW: 8108.00 TW: 8114.00 BW: 8110.00 TW: 8122.00 BW: 8116.00 8140.00 8144.00 8144.00 8147.90 BW: 8126.00 BW: 8156.00 TW: 8162.00 TW: 8162.00 BW: 8156.00 TW: 8169.00 BW: 8163.00 BW: 8158.00 TW: 8162.00 TW: 8176.00 BW: 8170.00 TW: 8131.20 8147.34 TW: 8128.00BW: 8122.00 TW: 8118.00 BW: 8112.00 8132.00 8134.00 8138.00 81408178.00 BW: 8163.00 BW: 8170.08 2 .5:12.5:1TW: 8176.00 2.5:12.5:1 2.5:1 TW: 8142.00 BW: 8136.00 BW: 8150.00 TW: 8155.77 2:1 TW: 8177.00 8176.00 8127.60 BW: 8136.50 TW: 8140.00 MARCIN ENGINEERING LLCGRAPHIC SCALE (IN FEET) 1 inch = 10 ft. 12/04/20 01/22/21 8170818 0 8190 82 00 816 4 8166816 8 81728174817681788182 8184818681888 1 9 2 8 1 9 4 8196 81988202820481108120813 0 81408150 8160 8170 8 1 06 8108811281148116811881228124812681288132 8134 8136 8 1 3 8 8142814481 46 8148 8 152 8154 81 56 8 1 5 8 816 2 816 4 816681 68 817217481408 150 81608134813681388142814481468148 8 15 2 81 54 81 56 815 8 8 1 6 2 8130812881328 12 68128 8150 8144 8146 8148 8 1 3 0 8 1 4 0 8 1 3 2 8 1 3 4 8 1 3 6 8 1 3 8 8 1 4 2 8130 8 1 3 2 8134 813 0 TW-FG: 8162.00 TW-FG: 8162.00 TW: 8160.00 TW: 8160.00 TW: 8157.27 BW: 8147.83 BW: 8148.08 BW: 8148.08 BW: 8148.08 BW: 8148.08 TW: 8143.83 BW: 8135.83 BW: 8135.83 TW: 8143.83 TW: 8148.08 BW: 8133.83 TW: 8148.08 BW: 8133.83 TW: 8144.33 BW: 8140.33 TW: 8143.83 BW: 8139.83 8147.83 BW: 8130.50 BW-FG: 8136.00 TW: 8142.00 8139.00 TW: 8158.71 TW: 8146.52 BW: 8133.00 BW: 8133.00 TW: 8162.41 813 2 8 134 81 36 8 138 81708180MARCIN ENGINEERING LLCGRAPHIC SCALE (IN FEET) 1 inch = 10 ft. 12/04/20 01/22/21 8 1 3 0 8132 8 1 2 8 81248122 8 13 4 816081708160814081208150818081708170816081308110MARCIN ENGINEERING LLCGRAPHIC SCALE (IN FEET) 1 inch = 10 ft. UNIT A UNIT B 10/8/20 01/22/21 RECP Apron RECP Apron Backfill Sediment Control Log Drain Grate 6' 3' 3 1 3 1 6" CDOT CLASS 6 ROAD BASE 3 1 2" ASPHALT FILL AREA CUT AREA 4.0%2.0%2.0%4.0% 4.5'4.5' 1 2 4" TOP SOILGRAVEL SHOULDER3 1 6' 1'GRAVEL SHOULDER1.5' NATIVE COMPACTED SOIL ASSUMED TO BE LEADVILLE SANDY LOAM. TO BE VERIFIED PRIOR TO CONSTRUCTION NOTE: DESIGN TO BE VERIFIED BY GEOTECHNICAL ENGINEER'S REPORT PRIOR TO CONSTRUCTION.MARCIN ENGINEERING LLC12/04/20 01/22/21 KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com GENERAL NOTES, LEGEND AND SCHEDULES EL0.1 LEGEND A SURFACE MOUNTED DECORATIVE FIXTURE B WALL MOUNTED DECORATIVE FIXTURE RECESSED FIXTURE IN-GRADE WELL LIGHT SURFACE MOUNTED FLUORESCENT FIXTURE FLUORESCENT CLOSET STRIP WITH SIZE RECESSED STEP LIGHT LINEAR LOW VOLTAGE STRIP ROPE LIGHT (LOW OR LINE VOLTAGE) TRACK WITH HEADS ILL. FIBER OPTICS ILLUMINATOR FIBER OPTICS FIXTURE LENS JB FP S SWITCH S 3 3-WAY SWITCH S 4 4-WAY SWITCH S D DIMMER SWITCH S DS DOOR SWITCH S D3 3-WAY DIMMER SWITCH ##LIGHTING CONTROL KEYPAD (WITH TWO-DIGIT ADDRESS) DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE WITH GROUND FAULT DUPLEX RECEPTACLE (WEATHER PROOF)WP GFI GD GARAGE DOOR OPENER RECEPTACLE HALF-SWITCHED DUPLEX RECEPTACLE FULLY-SWITCHED DUPLEX RECEPTACLE SWITCHED SIMPLEX RECEPTACLE FLOOR RECEPTACLE (SEE INSTALLATION NOTES FOR SPEC) HALF-SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) FULLY-SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) CLOCK RECEPTACLE EXHAUST FAN LIGHTING CONTROL LOAD NUMBER DRAPERY MOTOR DISPOSAL MOTION SENSOR (MOUNT ON WALL UNLESS NOTED OTHERWISE)MS TELEPHONE OUTLET NETWORK PORT TELEVISION OUTLETTV CEILING SPEAKER WALL SPEAKER SMOKE & CARBON MONOXIDE DETECTORSD #XXX XX XX (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) OTHER WALL MOUNTED FIXTURE OTHER SURFACE MOUNTED FIXTURE 48" RECESSED FIXTURE WITH LAMP AND LENS SPECIFICATIONEXT CLEAR JUNCTION BOX FIREPLACE IGNITION LIGHTING FIXTURE SCHEDULE ASPEN FALLS WHITE LIGHTING DESIGN 1469 GREENHILL COURT, VAIL CO 81657 2328 S. ORCHARD WAY 19-XXX LAKEWOOD, CO 80228 MARK DESCRIPTION MANUFACTURER CATALOGUE NUMBER LAMP NOTES VOLT. A CEILING MOUNTED FIXTURE SEE DECORATIVE SCHEDULE B WALL MOUNTED FIXTURE SEE DECORATIVE SCHEDULE C1 RECESSED ACCENTS - S / ROUND PINHOLE / FLANGED / I.C. JUNO ACULUX # AX3A - 12LM - 27K - 90CRI - 12D - FPC - 120 - ICAT / 3DPIN-BS-WHSF 17 WATT INTEGRAL LED C2 RECESSED ACCENTS - N / ROUND PINHOLE / FLANGED / I.C. JUNO ACULUX # AX3A - 12LM - 27K - 90CRI - 24D - FPC - 120 - ICAT / 3DPIN-BS-WHSF 17 WATT INTEGRAL LED C3 RECESSED ACCENTS - F / ROUND PINHOLE / FLANGED / I.C. JUNO ACULUX # AX3A - 12LM - 27K - 90CRI - 36D - FPC - 120 - ICAT / 3DPIN-BS-WHSF 17 WATT INTEGRAL LED C4 RECESSED WALL WASH / ROUND PINHOLE / FLANGED / I.C. JUNO ACULUX C5 NOT USED D1 NOT USED D2 NOT USED D4 NOT USED E1 RECESSED DOWNLIGHTS / ROUND HYPERBOLE / FLANGED / I.C. JUNO # IC20LEDG4 - 14L - 27K - 90CRI - 120 - FRPC / 204HYP3 - HZ - WH 17 WATT INTEGRAL LED E2 RECESSED LENSED DOWNLIGHTS JUNO # IC20LEDG4 - 14L - 27K - 90CRI - 120 - FRPC / 210N-WH J1 LINEAR UNDER-CABINET LED OMNILIGHT 'GENISIS' # GEN - 27 - SHO - 16 / OCH - SCS - 2M - FR 5.3 W/FT. REMOTE POWER SUPPLY J3 LINEAR LED IN CLOSET OMNILIGHT 'GENISIS' # GEN - 27 - HO - 16 / OCH - SCS - 2M - FR 3.5 W/FT. REMOTE POWER SUPPLY K CLOSET FIXTURE ( SEE FIXTURE ON PLAN FOR SPECIFIC LENGTH ) GM LIGHTING # SLCB - XX - 30 - WH VARIES L2 LINEAR LED / COVE LIGHTING OMNILIGHT 'GENISIS' # GEN - 27 - UHO - 16 / OCH - SCS - 2M - FR 6.6 W/FT. REMOTE POWER SUPPLY L4 LINEAR LED / WET LOCATION OMNILIGHT 'GENISIS' # GENWL - 27 - HO - 16 3.5 W/FT. REMOTE POWER SUPPLY M RECESSED SHOWER JUNO # IC44N / 441 - WWH 7 WATT SORRA LED-MR16 P EXTERIOR HEATER INFRA TECH # SL - 3024 3000 WATTS - 240 VOLTS Q MINI ACCENTS IN CABINET JUNO # MDL1G2 - 27K - NFL - WH 5 WATT INTEGRAL LED REMOTE POWER SUPPLY U1 GARAGE SURFACE MOUNTS CREE # LS4 - 40L - 35K - 10V 44 WATT INTEGRAL LED U2 STORAGE SURFACE MOUNTS CREE # LS4 - 25L - 35K - 10V 23 WATT INTEGRAL LED R1 LINEAR LED LIGHTING / VERTICAL CABINETRY OMNILIGHT 'GENISIS' # GEN - 27 - HO - 16 3.5 W/FT. REMOTE POWER SUPPLY R2 LINEAR TOE-KICK / LED LIGHT OMNILIGHT 'GENISIS' # GEN - 27 - SO - 16 1.8 W/FT. REMOTE POWER SUPPLY S STEP LIGHT WAC # WL - LED100 - C - BZ 3.9 WALL LED T SECURITY LIGHTING T.B.D. V RECESSED LINEAR LED NULITE "REGOLO 2" # RF2 - 09 - L30 - 120 - D3 - 1C - FR - WH - 4' 7.8 W/FT. 0-10 VOLT DIMMING W WELL LIGHT VISION III # IG2A - BN - STD - PC - 0 - 0 - 0 - H1 7 WATT SORRA LED-MR16 REMOTE TRANSFORMER Z EXTERIOR MONOPOINT B-K LIGHTING "DELTA STAR" # DS-MR - 0 - BZP - 9 - 11 - A / # BC7 - BZP 7 WATT SORRA LED-MR16 REMOTE TRANSFORMER DECORATIVE FIXTURE SCHEDULE ASPEN FALLS WHITE LIGHTING DESIGN 1469 GREENHILL COURT, VAIL CO 81657 2328 S. ORCHARD WAY 19-XXX LAKEWOOD, CO 80228 MARK QTY. DESCRIPTION MANUFACTURER CATALOGUE NUMBER LAMP NOTES VOLT. A1 1 HER BATH A2 UTILITY CEILING MOUNTS A3 3 WINE ROOM PENDANTS A4 - NOT USED A5 1 MEDIA VESTIBULE PENDANT A6 4 HALLWAY AND VESTIBULE PENDANTS A7 2 DINING TABLE CHANDELIERS A8 1 PACKAGE STORAGE CEILING MOUNT A9 1 LIVING ROOM CHANDELIER A10 3 HIS STUDY CHANDELIERS A11 2 FAMILY ROOM CHANDELIERS A12 1 BREAKFAST ROOM CHANDELIER A13 3 KITCHEN ISLAND PENDANTS A14 4 ELEVATOR HALL PENDANTS A15 1 MOLLY'S OFFICE PENDANT A16 1 PANTRY PENDANT A17 3 HER CLOSET CEILING MOUNT A18 1 UPPER HALL PENDANT A19 - NOT USED A20 1 STAIRCASE PENDANT A21 1 MAIN STAIR CHANDELIER A22 1 MASTER VESTIBULE PENDANT A23 1 GUEST BATH VESTIBULE PENDANT A24 1 MASTER BEDROOM PENDANT A25 3 GAS LANTERNS ON ENTRY PORCH A26 3 MUD HALL PENDANTS A27 1 HIS CLOSET PENDANT B1 2 BASEMENT BATH SCONCES B2 2 BASEMENT LIVING SCONCES B3 6 MEDIA SCONCES B4 2 POWDER ROOM 3 SCONCES B5 2 DINING ROOM SCONCES B6 2 POWDER ROOM 2 SCONCES B7 2 POWDER ROOM 1 SCONCES B8 EXTERIOR WALL SCONCES B9 2 LOWER GALLERY WALL SCONCES B10 2 BATH 4 SCONCES B11 2 HIS VANITY SCONCES B12 2 HER VANITY SCONCES B13 2 BATH 1 SCONCES B14 2 BATH 2 SCONCES B15 2 LIVING ROOM SCONCES B16 4 GUEST BATH SCONCES B17 2 BATH 3 SCONCES B18 6 HIS STUDY WALL SCONCES B19 2 HER CLOSET DRESSING MIRROR B20 2 GAS LANTERNS AT GATE CONFLICTS OR SUBSTITUTIONS: · ELECTRICAL AND GENERAL CONTRACTORS ARE TO CONTACT WHITE LIGHTING DESIGN IF ANY CONFLICTS ARISE OUT OF FIXTURES SPECIFIED AND THEIR AVAILABILITY. · NO SUBSTITUTION FOR SPECIFIED FIXTURES IS PERMITTED WITHOUT PRIOR APPROVAL FROM WHITE LIGHTING DESIGN. LAMPING: · CONTRACTOR SHALL INSTALL HONEYCOMB LOUVRES, CLEAR LENSES OR SPREAD LENSES WHERE SPECIFIED. IF NO INDICATION IS MADE, THE LENS PROVIDED BY THE MANUFACTURER SHALL BE LEFT IN PLACE. ELECTRICAL: · ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL NEEDS FOR ALL APPLIANCES. · ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL NATIONAL AND LOCAL ELECTRICAL CODES ARE FOLLOWED, INCLUDING BUT NOT LIMITED TO CONVENIENCE OUTLET PLACEMENT AND WIRE TERMINATIONS. · CONTRACTOR TO RUN SEPARATE CONDUIT FOR TELEPHONE, LOW VOLTAGE LIGHTING CONTROL, OR A/V CONTROL WIRE WHERE INDICATED. MAINTAIN AT LEAST 12" SEPARATION BETWEEN ANY PARALLEL RUNS OF LINE AND LOW VOLTAGE WIRE. OUTLETS: · WALL OUTLETS IN PRIMARY ROOMS SHALL BE HORIZONTAL IN BASEBOARDS, DECORA STYLE. [[ VERIFIED.]] WALL OUTLETS IN SECONDARY ROOMS SHALL BE VERTICAL, 16" A.F.F. TO TOP OF BOX, DECORA STYLE. [[VERIFIED.]] · BATHROOM GFI OUTLETS SHALL BE HORIZONTAL IN THE BACKSPLASH. [[NOT VERIFIED.]] · KITCHEN OUTLETS TO BE VERTICAL IN THE BACKSPLASH. [[NOT VERIFIED.]] · CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN. · CONTRACTOR TO VERIFY COLOR OF ALL WALL AND FLOOR BOX DEVICES WITH OWNER PRIOR TO ROUGH-IN. · CONTRACTOR TO VERIFY EXACT LOCATION AND STYLE OF FLOOR PLUGS WITH OWNER PRIOR TO ROUGH-IN. · USE STEEL CITY #664/664-CST-BRN WHERE FLOOR BOXES ARE TO BE INSTALLED UNDER FURNITURE OR WHERE A FLOOR MOUNTED TELEPHONE JACK IS REQUIRED. USE LEW #RCFB-1 WHERE FLOOR BOXES ARE VISIBLE SUCH AS PERIMETER WALLS. LIGHTING CONTROLS: · LIGHTING CONTROL SYSTEM SHALL BE A LUTRON HOMEWORKS SYSTEM, WITH SEETOUCH DESIGNER PLATES WITH MATTE FINISH. ELECTRICAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER GUIDELINES AND SPECIFICATIONS WITHOUT EXCEPTION. · CONTROL DEVICES TO BE INSTALLED 48" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. [[NOT VERIFIED.]] · LIGHTING CONTROL DEVICES AT BEDSIDES TO BE INSTALLED 34" A.F.F. TO BOTTOM OF BOX. [[NOT VERIFIED.]] · MOTION SENSORS SHALL BE WALL MOUNTED WHERE POSSIBLE, USE WATT STOPPER #RS-150U. DECORATIVE "A/B" FIXTURES: · VERIFY MOUNTING HEIGHTS OF WALL SCONCES WITH OWNER PRIOR TO ROUGH-IN. LEAVE 24" WHIP TO ALL WALL MOUNTED FIXTURES. · USE MAXIMUM ALLOWABLE WATTAGE IN ALL DECORATIVE FIXTURES. INSTALLATION NOTES CONSTRUCTION ADMINISTRATION: · ELECTRICAL CONTRACTOR SHALL HAVE ALL BOX LOCATIONS APPROVED BY WLD AND OWNER IN A ROUGH-IN WALK THROUGH PRIOR TO RUNNING WIRE. LIGHTING CONTROL SYSTEM: · IN THE EVENT THAT A TOTAL OR PARTIAL LIGHTING CONTROL SYSTEM IS SPECIFIED, THE ELECTRICAL CONTRACTOR (IN CONJUNCTION WITH CONTROLS DEALER, IF NOT THE CONTRACTOR) SHALL BE RESPONSIBLE FOR SCHEDULING THE "START UP" OF THE LIGHTING CONTROL SYSTEM, INCLUDING BUT NOT LIMITED TO: · CONFIRMING THAT ALL EQUIPMENT IS AS SPECIFIED AND LOCATED/ADDRESSED CORRECTLY, AS PER PANEL SCHEDULES ·VERIFYING ALL WIRING TERMINATIONS AND LOW VOLTAGE COMMUNICATION ·CHECKING FOR SHORTS ·VERIFYING THAT EACH LOAD IS LANDED AS SPECIFIED PER PANEL SCHEDULES AND IS FUNCTIONING PROPERLY · VERIFYING THAT EACH KEYPAD AND/OR DIMMER IS COMMUNICATING AND FUNCTIONING PROPERLY · WHITE LIGHTING DESIGN SHALL SPECIFY, DESIGN AND PROGRAM THE LIGHTING CONTROL SYSTEM BUT SHALL NOT PROVIDE ANY EQUIPMENT OR WARRANTY FOR THE SYSTEM. · IT IS NOT CONSIDERED TO BE IN WHITE LIGHTING DESIGN'S SCOPE OF WORK TO TROUBLESHOOT, ISOLATE, OR OTHERWISE DIAGNOSE WIRING OR EQUIPMENT PROBLEMS. TRIM-OUT AND MOVE-IN PHASE: · WLD WILL SUPPLY A SET OF DRAWINGS THAT WILL DETAIL ALL MR16 LAMPING AND LENSING INFORMATION TO BE INSTALLED BY ELECTRICAL CONTRACTOR AT THE TIME OF TRIM-OUT. TEMPORARY LAMPING MAY BE INSTALLED UNTIL THAT TIME. · WLD WILL REQUEST ASSISTANCE FROM ELECTRICAL CONTRACTOR DURING FINAL AIMING. THIS WILL INCLUDE TIME FROM 2-3 ELECTRICIANS AS WELL AS THE USE OF LADDERS TO REACH ALL ADJUSTABLE ACCENT FIXTURES. THIS MAY BE DIVIDED INTO SEPARATE VISITS DEPENDING ON OWNER'S MOVE-IN SCHEDULE. BID NOTES 01/22/21 B UP DN Mech Coat ENTRY Mud/Storage 1 2 4 3 A C D B B C C E E E E E E E S S S MS A KEYLESS WP GFI 3 3 GARAGE OPENER 4 3 S U U U U TO SWITCH ABOVE SCALE: 1/4" = 1'-0" 1' 2' 4' 8' 16' 0 ENTRY EAST LIGHTING PLAN1 N KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com ENTRY EAST LIGHTING PLAN EL1.0 SEE SHEET EL1.3 FOR CONTINUATION 01/22/21 DN Family OFF/BR #2 Bath #2 Laund y Bath #3 CL 3 BR #4 Bath 4 Deck Bar Bed #3 UP Elev 1 2 43 A C D E F B H I CC B B GFI GFI 3 3 GFI 3 C C CC 43 4 EE E E 4 3 3 SS TO STEP LIGHTS 3 3 TO STEP LIGHTS BELOW E B B GFI A C C 3 3 DS GFI B K K DS CC E E 3 3 B B GFI SCALE: 1/4" = 1'-0" 1' 2' 4' 8' 16' 0 GUEST EAST LIGHTING PLAN1 N KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com GUEST EAST LIGHTING PLAN EL1.1 SEE SHEET EL1.4 FOR CONTINUATION 01/22/21 Kitchen M Bth Dine Pow Master M Closet Living Patio Eating bar Dining FP Elev UP DN 1 1 2 2 4 4 3 3 A C D E F B H I Bar offset vents from below C C C E E M M E B B GFI GFI E E E 3 A C C 3 3 SS SS 3 A C C C GFI A A E E E E S S S S BELOW LIGHTS ABOVE MS A B B GFI WP 3 B GFI SCALE: 1/4" = 1'-0" 1' 2' 4' 8' 16' 0 LIVING EAST LIGHTING PLAN1 N KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com LIVING EAST LIGHTING PLAN EL1.2 SEE SHEET EL1.5 FOR CONTINUATION 01/22/21 DN Covered Entry Entry Garage CL Mud Mech 5 6 H I I J J M K L Q Q UP 4 6" RISERS BB CC E E E E E E S MS A KEYLESS WP GFI 3 GARAGE OPENER 4 3 S DS K S S 3 U U U U TO SWITCH ABOVE SCALE: 1/4" = 1'-0" 1' 2' 4' 8' 16' 0 ENTRY WEST LIGHTING PLAN1 N KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com ENTRY WEST LIGHTING PLAN EL1.3 SEE SHEET EL1.0 FOR CONTINUATION 01/22/21 Family Laundry Linen Pow Bath 2 Bed 2 CL 2 His Bed #3 Bath 3 CL 3 Hers Bed #4 CL 4 Bath 4 Deck Deck Elev UP DN Bar 5 6 8 9 7 H I J M N O P K L Q CL 2 CC 3 EE B GFI WP GFI A MS A 3 MS A B GFI MS E E GFI C C C 3 A 3 3 E E 3 4 3 E E E E C C 3 DS K 3 B 3 WP GFI C C 3 E E MS A M B GFI E E E 3 3 3 S S S TO LIGHTS ABOVE TO LIGHTS BELOW 3 SCALE: 1/4" = 1'-0" 1' 2' 4' 8' 16' 0 GUEST WEST LIGHTING PLAN1 N KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com GUEST WEST LIGHTING PLAN EL1.4 SEE SHEET EL1.1 FOR CONTINUATION 01/22/21 Dining Kitchen Pantry Lib His CL Master Master Bath FP Patio Elev UP DN Living 4 5 5 6 6 8 8 9 97 H I J J M N O P K L Q Q FP TV TV C C C C A GFI GFI E E E E E A 3 C E E 3 S S TO LIGHTS BELOW 3 B BB GFI WP GFI 3 B GFI MS A E M B BGFI GFI DS K DS E E E 3 MS A MS A 3 C C 3 E E E 33 TO LIGHTS ABOVE SCALE: 1/4" = 1'-0" 1' 2' 4' 8' 16' 0 LIVING WEST LIGHTING PLAN 1 N KEYNOTES NOTES 4 3 2 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job #1469 Greenhill Crt9/1/2019Lot 11 Glen Lyon Subdivision ColoradoLot 11 Glen Lyon SubdivisionProject Status Building Permit Revisions WHITE LIGHTING DESIGN 2328 South Orchard Way Lakewood, Colorado 80228 303-463-6661 phone www.whitelightingdesign.com LIVING WEST LIGHTING PLAN EL1.5 SEE SHEET EL1.2 FOR CONTINUATION 01/22/21 01/22/21 01/22/21 GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF PITCH 4:12 OR STEEPER 80 PSF B. ROOF PITCH LESS THAN 4:12 100 PSF C. TYPICAL FLOOR 40 PSF D. EXTERIOR DECK 100 PSF E. RISK CATEGORY II SEISMIC FACTOR IE 1.0 SNOW FACTOR IS 1.0 F. WIND WIND SPEED, Vult 115 MPH (ULTIMATE) WIND SPEED, Vasd 89 MPH (ASD) EXPOSURE B INTERNAL PRESSURE COEFFICIENT (GCpi) +/- 0.18 G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. H. CODE USED IN DESIGN: INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION. 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 107.3.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1. STRUCTURAL STEEL SHOP DRAWINGS. C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. 3. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL 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 CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL AND PLACEMENT. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 3. STEEL CONSTRUCTION - COMPLY WITH AISC 360, CHAPTER N. a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH AISC 360, CHAPTER N. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2. WELDING OF STAIRS AND RAILING SYSTEMS. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. FOR BOLTS REQUIRING PRETENSIONING, THE SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE INSTALLATION METHOD OR BY PROJECT PLANS OR SPECIFICATIONS; DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED AND MONITOR THE INSTALLATION OF BOLTS TO VERIFY THAT THE SELECTED PROCEDURE FOR INSTALLATION IS PROPERLY USED TO TIGHTEN BOLTS. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 2. MONITORING OF BOLT INSTALLATION FOR PRETENSIONING IS PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD. JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED ONLY ON A PERIODIC BASIS. 4. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 19-7-170 BY KUMAR & ASSOCIATES DATED JULY 12, 2019. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 5. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 3000 psi STD --- --- FOUNDATION WALLS (RESIDENTIAL) 3000 psi STD --- --- ARCHITECTURALLY EXPOSED EXTERIOR CONCRETE WALLS 4500 psi STD 0.45 6%-8% GRADE BEAMS (*) 4000 psi STD --- --- INTERIOR SLABS ON GRADE (RESIDENTIAL) 4000 psi STD 0.50 --- EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% +FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD SALTS W/C RATIO SHALL NOT EXCEED 0.4. ++MAXIMUM SLUMP SHALL NOT EXCEED 4". B. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 ?F'C (OR 57,000 ?F'C NORMAL WEIGHT CONCRETE). GENERAL CONTRACTOR TO PROVIDE THE ENGINEER OF RECORD WITH MODULUS OF ELASTICITY TEST RESULT. C. CALCIUM CHLORIDE SHALL NOT BE USED. FLYASH (CLASS C) SHALL NOT BE USED. POZZOLANS SHALL NOT BE USED WITHOUT PRIOR APPROVAL BY ENGINEER OF RECORD. IF APPROVED, POZZOLANS SHALL BE LIMITED TO (25) % OF CEMENT CONTENT BY WEIGHT IN ALL STRUCTURAL ELEMENTS. IF CONCRETE SUPPLIER PROPOSES USE OF POZZOLANS HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. D. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED AT 12 FEET MAXIMUM AND NOT EXCEEDING 144 SQUARE FEET. SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. CONTRACTOR TO COORDINATE EXACT JOINT LAYOUT WITH ARCHITECT OF RECORD. E. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. F. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 6. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT CLEAR COVER PROTECTION MILDLY REINFORCED UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED ON VOID FORM 2" 3. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) BARS #5 AND SMALLER 1-1/2" BARS LARGER THAN #5 2" 4. COLUMNS AND BEAMS (TIE BARS) 1-1/2" 5. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. H. PLACE (3)-#5 VERTICALLY FULL HEIGHT OF CONCRETE WALLS AT HIGH SIDE OF ALL WALL STEPS GREATER THAN 4'-0", IN ADDITIONAL TO WALL REINFORCING SHOWN ON PLANS. 7. POST-INSTALLED ANCHORAGES A. ALL POST-INSTALLED ANCHORS AND BOLTS SHALL MEET ICC-ES COMPLIANCE FOR EACH TYPE OF APPLICATION. B. ALL CONCRETE MUST BE A MINIMUM OF 14 DAYS OLD AND ACHIEVED 100% OF f'c PRIOR TO INSTALLATION OF ANCHORS. C. GENERAL CONTRACTOR TO SUBMIT ALL POST-INSTALLED PRODUCT DATA FOR REVIEW. D. POST-INSTALLED ANCHORAGES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES REQUIREMENTS, INCLUDING THE PREPARATION AND CLEANING OUT OF DRILLED HOLES. E. THE FOLLOWING ARE THE ACCEPTABLE POST-INSTALLED ANCHORAGES AS MANUFACTURED BY SIMPSON STRONG-TIE. 1. ADHESIVE ANCHORS IN CONCRETE SHALL BE SET-XP OR AT-XP 2. ADHESIVE ANCHORS IN SOLID GROUTED CMU SHALL BE SET-XP OR ET-HP 3. ADHESIVE ANCHORS IN HOLLOW CMU SHALL BE SET-XP 4. MECHANICAL ANCHORS IN CONCRETE SHALL BE STRONG-BOLT 2 OR TITEN HD 5. MECHANICAL ANCHORS IN CONCRETE ON METAL DECK SHALL BE STRONG-BOLT 2 OR TITEN HD 6. MECHANICAL ANCHORS IN SOLID GROUTED CMU SHALL BE STRONG-BOLT 2 OR TITEN HD 7. MECHANICAL ANCHORS IN HOLLOW CMU SHALL BE TITEN OR TITEN HD. F. ALTERNATES MUST BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION. GENERAL CONTRACTOR TO SUBMIT PRODUCT AND TESTING DATA, INCLUDING MANUFACTURER'S INFORMATION AS WELL AS ICC EVALUATION SERVICES REPORT. 8. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. MISCELLANEOUS EMBEDDED STEEL ITEMS SHALL BE A36 STEEL UNLESS NOTED OTHERWISE. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN FOR NON-COMPOSITE MEMBERS. SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND SHORTENING. I. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS. J. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON CONCRETE UNLESS OTHERWISE NOTED. K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. M. UNLESS NOTED OTHERWISE, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK CONTINUOUS PLATE TO BEAM FLANGE. WIDTH OF PLATE TO BE 1/2" NARROWER THAN MASONRY THICKNESS. 9. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 10. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, WITHIN 8 INCHES FROM EXPOSED EARTH OR EXPOSED TO EXTERIOR ELEMENTS SHALL BE PRESERVATIVE TREATED LUMBER IN ACCORDANCE WITH AWPA U1 WITH A SERVICE CONDITION AS REQUIRED FOR USE OR NATURALLY DURABLE WOOD PER IBC2304. C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304.10.1 UNLESS NOTED OTHERWISE. F. NOTCHES AND BORED HOLE PENETRATIONS IN WOOD STUD WALLS SHALL CONFORM TO SECTION 2308 OF THE INTERNATIONAL BUILDING CODE. G. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. (IF LAMINATED COLUMNS ARE USED, SPECIFY ACCORDINGLY, GRADE "DF L2) H. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. I. WOOD DECK WOOD DECKING SHALL BE 2x T&G DOUGLAS-FIR LARCH (E=1,700,000 PSI, Fb=1450 PSI). PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON CENTER WITH ALTERNATE PLANK NAILING OFFSET 12". NAIL EACH PLANK TO EACH SUPPORT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED. WOOD DECKING SHALL BE GLUED IN THE GROOVE JOINT WITH 40% GLUE COVERAGE. J. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. K. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. L. ALL SOLID SAWN, LAMINATED VENEER LUMBER, AND PREFABRICATED WOOD MEMBER HANGERS ARE TO BE INSTALLED USING THE MAXIMUM NUMBER OF FASTENERS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. M. ALL WOOD HANGERS ARE TO BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY. 11. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 12. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. SHOP DRAWINGS NOT REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO SUBMITTING WILL BE RETURNED AND NOT REVIEWED. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. (FOR RENOVATIONS OR ADDITIONS) K. PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. L. ALL HOUSEKEEPING PAD LOCATIONS AND EXTENTS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.6'-0" MAXIMUM3'-0" MINIMUM 1'-0" MIN. SECTION 1 3/4" = 1'-0" NOTES: 1. FILL BEHIND BOULDERS SHALL BE SELF COMPACTING, FREE-DRAINING GRAVEL. 2, ALL BOULDERS SHALL BE RECTANGULAR SHAPED, WITH FLAT CONTACT SURFACES. 3. BOULDER JOINTS SHALL BE OFFSET ALONG LENGTH OF WALL. 4. CONTACT SURFACES BETWEEN BOULDERS SHALL BE GROUTED OR HAVE SANDBED. GRADE BOULDER WALL PERMANENT SHORING WALL SHEAR WALL SCHEDULE MATERIAL ATTACHMENTS AND VALUE PER THE 2018 IBC PLAN MARK ANCHOR BOLTS AT FOUNDATION OR STRUCTURAL SLAB BLOCKING / RIM ATTACHMENT TO WALL PLATES SW1 XX WALL SHEATHING AND ATTACHMENT 7/16" OSB SHEATHING WITH 8d COMMONS 6" O.C. EDGES, 12" O.C. FIELD FRAMING MEMBERS AT ABUTTING PANEL EDGES 2X SILL PLATE CONNECTION TO BLOCKING / RIM AT FRAMED FLOORS (USE SHEAR WALL MARK BELOW FLOOR) 16d COMMON NAILS AT 5" O.C. INTO SOLID BLOCKING OR SDS 1/4" X 4 1/2" WOOD SCREWS AT 9" OR SIMPSON A35 AT 1'-9" MAX. 1/2"Ø X 10" A.B. OR 5/8" X 6 1/2" TITEN HD AT 2'-6" O.C. SIMPSON A35 OR LTP4 AT 1'-9" MAX. HOLDOWN SCHEDULE SIMPSON HOLDOWN FLOOR TO FLOOR ALTERNATE HOLDOWNSIMPSON HOLDOWN AT CONCRETEMARK A HDU2.5-SDS2.5 ANCHOR BOLT 5/8"Ø EPOXY ANCHOR WITH 5" EMBED INTO CONCRETE BOUNDARY COLUMN (2)-2X6 (2)-HDU2-SDS2.5 WITH 5/8"Ø THREADED ROD THRU FLOOR ASSEMBLY MSTC40 (36)-19d COMMON B (2)-2X6 (2)-HDU2-SDS2.5 WITH 5/8"Ø THREADED ROD THRU FLOOR ASSEMBLY HDU5-SDS2.5 NOTES: 1. ALL PLYWOOD PANEL EDGES SHALL BE BLOCKED. BLOCKING SHALL MATCH THE STUDS AT ADJOINING PANEL EDGES. 2. NAIL SPACING AT 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. 3. STAGGER ALL SHEATHING JOINT AND SILL PLATE NAILING. 4. NAILS SHALL BE COMMON OR GALVANIZED BOX IN PLYWOOD SHEAR WALLS. 5. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING, UNLESS NOTED OTHERWISE. 6. EXTENT OF SHEAR WALL INDICATED BY ON PLAN. 7. ALL EXTERIOR WALLS SHALL BE TYPE U.N.O. NOTES: 1. SIMPSON HOLDOWNS SHALL BE AS NOTED ON PLAN AND INSTALLED PER MANUFACTURER. 2. SIMPSON FLOOR TO FLOOR HOLDOWN STRAPS SHALL BE AS NOTED ON PLANS. HOLDOWNS ARE CALLED OUT AT THE BOTTOM OF THE SHEAR WALL ON PLAN, AND SHALL BE INSTALLED AT EACH END OF THE WALL. 3. MINIMUM HOLDOWN COLUMN AT EACH END SHALL BE (2)-2X6 FASTENED TOGETHER WITH NAILING EQUIVALENT TO THE PANEL EDGE NAILING. 4. ANCHOR BOLTS SHALL BE INSTALLED WITH A HEAVY HEX NUT, TIGHTEN PER HOLDOWN MANUFACTURER RECOMMENDATION, SNUG TIGHT AND TURN 1/3 TURN (MINIMUM). 5. SEE DETAIL 7/S4.2 FOR HOLDOWN ANCHOR BOLT CONNECTION TO STEEL. SW1 S#X INDICATES HOLDOWN TYPE AT EACH END OF WALL INDICATES SHEAR WALL TYPE 5/8"Ø EPOXY ANCHOR WITH 5" EMBED INTO CONCRETE 1 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 GENERAL NOTES S1.01469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 1 REVISED 11/19/2020 01/22/21 1 2 3 3.9 4 F E D C B A ( 8136' - 10" ) ( 8134' - 0" ) ( 8128' - 10" ) ( 8131' - 6" ) ( 8125' - 0" ) ( 8128' - 4" ) [ 8131' - 10" ] [ 8142' - 8 1/2" ] [ 8156' - 3" ] [ 8155' - 9 1/4" ]( 8140' - 10" ) ( 8144' - 10" )FOOTING STEP FOOTING STEP ( 8140' - 10" ) ( 8144' - 10" )FOOTING STEP FOOTING STEP FOOTING STEP [ 8155' - 9 1/4" ][ 8145' - 6" ] WALL STEP TOP OF SLAB TOP OF SLAB 8156' - 5 1/4" TOP OF SLAB 8144' - 5 1/4" TOP OF SLAB 8129' - 6" 8132' - 3" TOP OF SLAB .SLOPERE: ARCH8" CONCRETE SLAB ON GRADE WITH #5 AT 10" EACH WAY 5" CONCRETE SLAB ON GRADE WITH 6X6 W2.1XW2.1 W.W.F. WALL STEP WALL STEP[ 8155' - 9 1/4" ][ 8155' - 9 1/4" ][ 8143' - 3 1/8" ] [ 8144' - 3" ] [ 8146' - 6" ]( 8125' - 0" ) ( 8128' - 4" ) ( 8132' - 10" ) ( 8136' - 10" )( 8126' - 6" )( 8128' - 4" ) FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP [ 8155' - 9 1/4" ] FOOTING STEP 1' - 10" 1' - 6"3' - 0" 10"1' - 0" 1' - 0" 2' - 4"10"2' - 10"1' - 0" 3' - 10"10"1' - 6"1' - 0" 8"1' - 6"1' - 6" 8" 2' - 3" 1' - 1" 10" 10" 1' - 6"10" 2" 8" 2' - 0" 2' - 4" 8" 4' - 0" [ 8141' - 0" ]1' - 6"8"8" 1' - 0"8"BEAM POCKET RE: 8/S4.1 5'-6" X 5'-6" X 1'-0" CONCRETE FOOTING WITH (6)-#5 EACH WAY WALL STEP WALL STEP 4'-0" X 4'-0" X 1'-0" CONCRETE FOOTING WITH (5)-#5 EACH WAY( 8128' - 4" )[ 8131' - 7" ]4' - 0"2' - 0"2' - 0" WALL STEP WALL STEP WALL STEP [ 8132' - 2" ][ 8132' - 2" ] 8156' - 5 1/4" 8" CONCRETE SLAB ON GRADE WITH #5 AT 10" EACH WAY 2' - 0" WALL STEP WALL STEP NOTE: BACKFILLING OF FOUNDATION SHALL CONSIST OF A MINIMUM HORIZONTAL WIDTH OF 2'-0" OF GEO-FOAM BACKFILL MATERIAL PLACED AGAINST FOUNDATION WALL, EXTENDING FROM FOOTING TO 18" BELOW FINAL GRADING 8 S3.1 1 S3.1 5 S3.1 6 S3.1 2 S3.1 3 S3.1 4 S3.1 PERMANENT SHORING WALL BY OTHERS 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"9' - 6" 14' - 0" 21' - 7 1/2"15' - 11 1/2"5' - 1 7/8" 5' - 6 1/8" 9' - 3 1/2" 22' - 4" 12' - 0 3/8" 17' - 11 1/4" 20' - 0 3/8" 18' - 0" 5' - 9 5/8"3' - 9"59' - 4" 15' - 1 1/2" 8' - 0" 4' - 0" 6' - 0" 12' - 10 1/4" 3' - 10 1/4" 3' - 6" 6' - 10" 2' - 2" 4' - 10 1/4" 7' - 3 1/4" 13' - 7 3/4"8' - 6 1/2"WALL STEP 7 1/2" 4 1/2"3' - 6 1/4" 1' - 0"10" 2"6' - 10 1/2" 8" 5" 1' - 1"8"6" 7" [ 8143' - 5 3/4" ] [ 8144' - 3" ] [8165'-10"] WALL STEP [ 8143' - 9 1/4" ] WALL STEP WALL STEP { 8129' - 0" }{ 8129' - 0" } [ 8128' - 4" ]1' - 0"S2.0 2 [ 8142' - 10 7/8" ] FOOTING STEP [ 8142' - 10 7/8" ] ( 8131' - 6" ) RE: S2.1 FOR CONCRETE WALL ABOVE FRAMING TOW = 8165'-10" BOW = 8143'-5 3/4" 8" CONCRETE RE: S2.2 1' - 0" 3' - 5"1' - 0" WALL STEP 1' - 5 3/8" 2' - 8 3/4"EMBED PLATE RE: 19/S4.1 (SIM.) EMBED PLATE RE: 19/S4.1 (SIM.) 1' - 6 7/8" 13' - 3 5/8" 2' - 8" 8131' - 6" T.O.CONC 8 S3.2 5 S3.2 3 S3.2 RE: NOTE 17 8129' - 6" T.O.CONC 8129' - 0" T.O.CONC ( 8128' - 10" ) BEAM POCKET 4 S3.2 6 1/2" 1' - 8"7 S3.2 10"2' - 0"10"BEAM POCKET6' - 5 1/2"5' - 8" ( 8148' - 10" ) FOOTING STEP FOOTING STEP FOOTING STEP ( 8128' - 4" )( 8131' - 6" ) FOOTING STEP FOOTING STEP ( 8131' - 6" )FOOTING STEP 5' - 6 3/4"[ 8143' - 0" ] [ 8156' - 3" ]11 5/8" [ 8160' - 9 1/8" ] WALL STEP 7' - 1 1/4" FOUNDATION NOTES: 1. INDICATES ELEVATION OF TOP OF FLOOR SHEATHING OR TOP OF CONCRETE SLAB. 2. ALL SLAB-ON-GRADES ARE 4” THICK WITH 6x6-W2.1 x W2.1 W.W.F, U.N.O. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 4. [XXX’-XX”] INDICATES TOP OF FOUNDATION WALL (GRADE BEAM) ELEVATION. 5. (XXX’-XX”) INDICATES TOP OF FOOTING ELEVATION. 6. {XXX’-XX”} INDICATES TOP OF LEDGE ELEVATION. 7. GENERAL CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 8. INDICATES TOP OF SLAB STEP. 9. ALL CONCRETE WALLS ARE 8" THICK, U.N.O. 10. CONTRACTOR TO PLACE (3)-#5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS GREATER THAN 4’-0” IN ADDITION TO WALL REINFORCING SHOWN OTHERWISE. 11. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS PER GENERAL NOTES. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 144 SQUARE FEET. CONTRACTOR TO COORDINATE JOINT LAYOUT WITH ARCHITECT. 13. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS, AND ELEVATIONS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE. 14. GEO-FOAM BACK FILL MATERIAL SHALL BE CONTROL GEO-FOAM 12 AS MANUFACTURED BY R-CONTROL. ALTERNATIVE SHALL MEET ASTM D6817 AND SHALL BE OF EQUAL DENSITY AND MODULES OF ELASTICITY AND COMPRESSIVE RESISTANCE. 15. PROVIDE 1/2"X8"X8" EMBED PLATES WITH (4)-1/2"Ø X 4" H.A.S. AT 2'-0" FOR COLUMN ATTACHMENT, RE:9/S3.2. (PLATES REQUIRED ABOVE ELEVATION = 8144'-3") 3 3.9 A [ 8142' - 8 1/2" ][ 8143' - 3 1/8" ] [ 8142' - 7 5/8" ] STEP BOW STEP BOW ( 8137' - 0" ) WALL STEP WALL STEP = BOW 10"6 1/2"2' - 9 5/8" 6' - 9 3/4" 1' - 1" 7' - 3 5/8" 5' - 9 5/8" 6 1/2" 6 1/2" T.O.BEAM POCKET 18' - 0" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT ENTRY FOUNDATION PLAN S2.01469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT ENTRY FOUNDATION PLANMATCHLINE MATCHLINE1/4" = 1'-0"2 EAST UNIT ENTRY FOUNDATION PLAN - TOP OF WALL Revisions PERMIT 9/15/2020 01/22/21 1 2 3 3.9 4 F E D C B A I H (2)-9 1/4" LVL (2)-11 7/8" LVL (2)-11 7/8" LVLAT ROOF AT STOREFRONT (2)-9 1/4" LVL9 1/4" LVLAT 1'-4"9 1/4" LVL AT 1'-4" 2X10 AT 1'-4" UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" STAIR AND ELEVATOR TOP OF CONCRETE 8144' - 5 1/4" 8" CONCRETE SLAB-ON-GRADE WITH #5 AT 10" EACH WAY RE: S2.0 BEAM POCKET HSS 5X5X3/8 8143'-8" TOP OF PLYWOOD (3)-2X6 UP ONLY (3)-2X6 8144'-5 1/4" TOP OF PLYWOOD 8 S4.1 6 S4.1 12 S4.1 3 S4.1 7 S4.1 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"EMBED. PLATE, TYP. EMBED. PLATE, TYP.W10X22< 8144' - 3" >W18X86< 8144' - 3" >W16X31 < 8144' - 3" >W10X26< 8144' - 3" > W10X26 < 8144' - 3" >W10X26< 8144' - 3" >W10X26< 8144' - 3" >2 S3.1 3 S3.1 1 S3.1 2X6 AT 1'-4" BEARING WALL 8143'-10 3/4" TOP OF PLYWOOD HSS16X4X1/4< 8144' - 5 1/4" >HSS16X4X1/4< 8144' - 5 1/4" >HSS16X4X1/4< 8144' - 5 1/4" >HSS 6X6X1/4 UP ONLY 6" CL SPLICEW10X30 < 8142' - 11 1/4" > HSS12X8X1/4 < 8146' - 0" > 20 S4.1 HSS 6X6X1/4 UP AND DOWN HSS 6X6X1/4 UP AND DOWN 5 S4.2 W8X31 < 8143' - 5 3/4" >W8X31< 8143' - 5 3/4" >16 S4.1 2 S4.2 4 S3.2 WOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT GUEST FLOOR FRAMING PLAN S2.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT GUEST FLOOR FRAMING PLANMATCHLINE Revisions PERMIT 9/15/2020 01/22/21 1 2 3 3.9 4 F E D C B A I H UP ONLY (3)-11 7/8" LVL (3)-11 7/8" LVL2X10 AT 1'-4" UP ONLY UP ONLY UP ONLY (2)-11 7/8" LVL 2X10 AT 1'-4" UP ONLY 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" 8" CONCRETE SLAB-ON-GRAD WITH #5 AT 10" EACH WAY RE: S2.0 11 7/8" BCI-6000 AT 1'-4" HSS 4X4X3/8 HSS 4X4X3/8 UP ONLY 8" CONCRETE SLAB-ON-GRAD WITH #5 AT 10" EACH WAY RE: S2.0 8156' - 5 1/4" TOP OF CONCRETE HSS 4X4X1/4 (3)-2X10(3)-2X10 HSS 4X4X1/4 (3)-9 1/4" LVL (3)-9 1/4" LVL 8156'-5 1/4" TOP OF PLYWOOD 6" CL SPLICEHSS 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 8155'-8" TOP OF PLYWOOD (3)-2X6 HSS 4X4X1/4 (3)-2X6 2X6 AT 1'-4" BEARING STUD WALL 2X6 AT 1'-4" BEARING STUD WALL (3)-2X6 HSS 8X8X1/4 UP AND DOWN HSS 8X8X1/4 UP AND DOWN STAIR AND ELEVATOR 11 S4.1 6 S4.1 9 S4.1 4 S4.1 10 S4.1 4 S3.1 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"(3)-11 7/8" LVL HSS16X4X1/4 < 8156' - 5" >W10X22< 8156' - 3" >HSS 6X6X1/4 UP AND DOWN W14X43 < 8156' - 3" >W12X22< 8153' - 5 3/4" >HSS16X4X1/4 < 8156' - 5" >HSS16X4X1/4 < 8156' - 5" >SW1 SW1A 8156' - 5 1/4" TOP OF CONCRETE 8 S4.1SIM.W10X60< 8156' - 3" >W10X39 < 8156' - 3" >W10X26< 8156' - 3" >W10X54 < 8156' - 3" >1 3/4" X 11 7/8" LVL RIM 1 3/4" X 11 7/8" LVL RIMBEAM POCKET RE: 8/S4.1 (SIM.) BEAM POCKET RE: 8/S4.1 (SIM.) 4 S3.2 HSS 6X6X1/4 UP AND DOWN HSS 6X6X1/4 UP AND DOWN 5 S4.2 HSS4X4X1/4 3 S4.2 8 S3.1 UP ONLY UP ONLY SIMPSON HUC HANGER WITH TITEN 1/4"ØX1 3/4" SCREWS INTO CONCRETE WOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT LIVING FLOOR FRAMING PLAN S2.21469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT LIVING FLOOR FRAMING PLANMATCHLINE Revisions PERMIT 9/15/2020 01/22/21 1 2 3 3.9 4 F E D C B A I H (3)-14" LVL(3)-16" LVL 14" LVL SUB FASCIA SUB FASCIA 14" LVL SUB FASCIA SUB FASCIA14" LVL (3)-14" LVL14" LVL SUB FASCIA14" LVL (2)-14" LVL 0"14" LVL AT 2'-0"(3)-16" LVL14" BCI60 AT 1'-0" 14" BCI60 AT 1'-4" 6' - 0" 5' - 0"(3)-14" LVL14" LVL SUB FASCIA14" LVL SUB FASCIA(3)-14" LVL(2)-14" LVLHSS8X6X3/814" LVL 14" LVL 14" LVL SUB FASCIASUB FASCIA SUB FASCIA (2)-14" LVL14" LVL AT 2'-0" 14" BCI60 AT 1'-4" 14" LVL AT 2'-0"SLOPE SLOPESLOPE14" BCI60 AT 1'-4" 14" BCI60 AT 1'-0" 14" LVL AT 2'-0" 14" LVL 14" LVL SUB FASCIA SUB FASCIA 2X6 AT 1'-4" BEARING WALL 14" LVL AT 2'-0" (2)-14" LVL 14" BCI60 AT 1'-0" 0"HSS 8X6X3/8HSS 8X6X3/8 (2)-14" LVLHSS 4X4X1/4 (3)-2X6 STUB COLUMN 6" SPLICEHSS 4X4X3/8 HSS 8X8X1/4HSS 8X8X1/4 2 S5.1 6 S5.1 3 S5.1 9' - 6" 14' - 0" 21' - 0" 3' - 0"6' - 8" 16' - 2 1/2" 9' - 3 1/2" 11' - 6" 15' - 2"HSS 5X5X1/2HSS 5X5X1/2 10 S4.1 SIM.HSS 6X6X1/4 SW1SW1 SW1SW1SW1A SW1ASW1A SW1A8167'-0 7/8" TOP OF PLYWOOD RE: X/SX (2)-14" LVL HSS18X6X5/8 < 8172' - 1 5/8" > HSS18X6X3/8 < 8165' - 6" > W16X26 < 8167' - 4" > W18X35 < 8167' - 6" > W14X22 < 8165' - 9 3/4" > W14X22 < 8165' - 3 5/8" >WALL ABOVEHSS8X6X3/8 < 8169' - 2 5/8" > RE: S2.7 FOR WEST UNIT ROOF FRAMING RE: S2.7 FOR WEST UNIT ROOF FRAMING HSS 6X6X1/4 HSS 6X6X1/4 (2)-9 1/2" LVL (2)-9 1/2" LVL(2)-14" LVL(3)-9 1/2" LVL 13 S5.1 10 S5.1 WOOD ROOF FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X8 AT 2X6 WALLS OR (2)-2X8 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. RE: ARCHITECT FIR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 21. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-0" X 4'-0" (16FT2). 22. RE: ARCHITECTURAL DRAWINGS FOR ALL OVERLOW SCUPPER LOCATIONS. 23 INDICATES MONENT CONNECTION. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 EAST UNIT ROOF FRAMING PLAN S2.31469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" EAST UNIT ROOF FRAMING PLANMATCHLINE Revisions PERMIT 9/15/2020 01/22/21 5 6 7 8 9 P O N M L K Q J I H ( 8149' - 1" ) [ 8161' - 9" ][ 8161' - 9" ]( 8146' - 10" )( 8142' - 10" ) ( 8146' - 10" )( 8149' - 1" ) [ 8149' - 3 1/4" ] ( 8138' - 11 1/2" ) [ 8149' - 3 1/4" ] ( 8134' - 10" )( 8131' - 0" ) [ 8149' - 9" ][ 8149' - 3 1/4" ] ( 8134' - 10" ) [ 8149' - 9" ][ 8149' - 9" ] ( 8132' - 6" ) [ 8149' - 8 1/4" ] [ 8137' - 1" ]( 8134' - 4" ) ( 8132' - 6" ) [ 8137' - 1" ] [ 8137' - 2" ] ( 8128' - 0" )( 8149' - 1" )[ 8161' - 9" ]( 8145' - 4" ) ( 8141' - 4" ) ( 8137' - 4" ) ( 8137' - 4" )( 8136' - 2" )( 8132' - 6" )( 8128' - 0" )[ 8149' - 9" ][ 8137' - 2" ]FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP FOOTING STEP WALL STEP FOOTING STEP FOOTING STEP ( 8137' - 4" ) FOOTING STEP WALL STEP WALL STEP 10"10"3' - 10 3/4"4' - 0"4' - 0" 2' - 6" 6' - 6" 10"2' - 0" TOP OF SLAB .SLOPERE: ARCH5" CONCRETE SLAB ON GRADE WITH 6X6 W2.1XW2.1 W.W.F. FOOTING STEP( 8134' - 10" )8149' - 3 1/4"2' - 0" 10" 4' - 0"2' - 0" 4' - 0"10" 2' - 0" 10" 4' - 0"8" 1' - 0" 10" 8" 1' - 0" 10"2' - 0" 5' - 0"10"( 8134' - 10" )[ 8149' - 3 1/4" ]1' - 0" 1' - 6"2' - 0"10"10" 1' - 0" 2' - 0"1' - 8"8"8" 1' - 0" 1' - 6" 1' - 6" 2' - 0" 10"2' - 3"2' - 3" 8"8" 1' - 0"8"PERMANENT SHORING WALL BY OTHERS 1 S3.1 5 S3.1 6 S3.1 1 S3.1 2 S3.1 7 S3.1 8" CONCRETE SLAB-ON-GRADE WITH #5 AT 10" EACH WAY NOTE: BACKFILLING OF FOUNDATION SHALL CONSIST OF A MINIMUM HORIZONTAL WIDTH OF 2'-0" OF GEO-FOAM BACKFILL MATERIAL PLACED AGAINST FOUNDATION WALL, EXTENDING FROM FOOTING TO 18" BELOW FINAL GRADING 18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" 18' - 6" 18' - 7 1/2" 17' - 4 1/2" 7' - 6"2' - 6"6' - 6" 18' - 6" 24' - 0" 9' - 4 7/8" 3' - 8"1' - 0 7/8" 4' - 2"8' - 10 1/4"WALL STEP ( 8137' - 0" ) TOP OF SLAB 8137' - 9"1' - 8" 1' - 6" 1' - 8" 2"10" [ 8134' - 4" ] { 8135' - 0" } FOOTING STEP 8135' - 6" 1 S3.2 2 S3.2 10"Ø CONC. PIER WITH 28"Ø BELLED FOOTING (BIGFOOT OR EQUAL)8"( 8137' - 4" ) 2" S2.4 2 5'-6"X5'-6"X1'-0" CONCRETE FOOTING WITH (6)-#5 EACH WAY BEAM POCKET 8'-0"X8'-0"X1'-0" CONCRETE FOOTING WITH #5 AT 1'-0" EACH WAY 8137' - 0" T.O.CONC 8 S3.2 8135' - 6" T.O.CONC 8135' - 6" T.O.CONC 8135' - 0" T.O.CONC 4'-0"X4'-0"X1'-0" CONCRETE FOOTING WITH (5)-#5 EACH WAY 4'-0"X4'-0"X1'-0" CONCRETE FOOTING WITH (5)-#5 EACH WAY 17' - 9 1/2" 30' - 1 1/4" 13' - 5 1/4" 5' - 11 1/4" 18' - 0"6' - 2" ( 8131' - 0" ) 6 S3.2 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.6 EMBED PLATE RE: S2.5 5' - 4 3/4" 7 1/4" 7 1/4" 7 1/4" 15' - 8 1/4" 1' - 3 1/4" 2' - 6 1/8"11' - 4 3/4"4' - 5" 13' - 11 1/4"1 3/4"EMBED PLATE COLUMN CONNECTION RE: 8/S4.2EMBED PLATE COLUMN CONNECTION RE: 8/S4.2EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 WALL STEP 4"8 1/2"{ 8135' - 0" }4' - 1 5/8"[ 8134' - 4" ]3'-0" X 6'-2" OPENING (VERIFY WITH ARCH.) FOUNDATION NOTES: 1. INDICATES ELEVATION OF TOP OF FLOOR SHEATHING OR TOP OF CONCRETE SLAB. 2. ALL SLAB-ON-GRADES ARE 4” THICK WITH 6x6-W2.1 x W2.1 W.W.F, U.N.O. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 4. [XXX’-XX”] INDICATES TOP OF FOUNDATION WALL (GRADE BEAM) ELEVATION. 5. (XXX’-XX”) INDICATES TOP OF FOOTING ELEVATION. 6. {XXX’-XX”} INDICATES TOP OF LEDGE ELEVATION. 7. GENERAL CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 8. INDICATES TOP OF SLAB STEP. 9. ALL CONCRETE WALLS ARE 8" THICK, U.N.O. 10. CONTRACTOR TO PLACE (3)-#5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS GREATER THAN 4’-0” IN ADDITION TO WALL REINFORCING SHOWN OTHERWISE. 11. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS PER GENERAL NOTES. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 144 SQUARE FEET. CONTRACTOR TO COORDINATE JOINT LAYOUT WITH ARCHITECT. 13. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS, AND ELEVATIONS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE. 14. GEO-FOAM BACK FILL MATERIAL SHALL BE CONTROL GEO-FOAM 12 AS MANUFACTURED BY R-CONTROL. ALTERNATIVE SHALL MEET ASTM D6817 AND SHALL BE OF EQUAL DENSITY AND MODULES OF ELASTICITY AND COMPRESSIVE RESISTANCE. 15. PROVIDE 1/2"X8"X8" EMBED PLATES WITH (4)-1/2"Ø X 4" H.A.S. AT 2'-0" FOR COLUMN ATTACHMENT, RE:9/S3.2. (PLATES REQUIRED ABOVE ELEVATION = 8144'-3") J I STEP BOW STEP BOW [ 8149' - 6 3/4" ] ( 8143' - 0" ) 18' - 0" 5' - 4" BEAM POCKET [ 8143' - 0" ]B.O.W.9' - 4 3/4" 1' - 2" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT ENTRY FOUNDATION PLAN S2.41469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT ENTRY FOUNDATION PLANMATC HLI NE MATC HLI NE1/4" = 1'-0"2 WEST UNIT ENTRY FOUNDATION PLAN - TOP OF WALL Revisions PERMIT 9/15/2020 01/22/21 5 6 7 8 9 P O N M L K Q J I H 8" CONCRETE SLAB-ON-GRADE WITH #5 AT 10" EACH WAY 2X10 AT 1'-6" (TREATED) 6X6 POST(2)-11 7/8" LVLUP ONLY UP ONLY HSS 4X4X3/8 1/4" PLATE STEEL SADDLE 11 7/8" BCI-6000 AT 1'-4"11 7/8" BCI-6000 AT 1'-4" UP ONLY UP ONLY 2X10 AT 1'-6" (TREATED) HSS 4X4X1/4 UP AND DOWN 2X6 AT 1'-4" BEARING STUD WALL HSS 5X5X3/8 DOWN HSS 5X5X1/4 UP (3)-2X6 HSS 4X4X1/4 HSS6X6X1/4 UP ONLY UP ONLY HSS12X8X1/4 OVER (3)-16" LVL AT ROOF LEVEL EXTERIOR GLASS WALL ABOVE 9 1/4" LVL AT 1'-4"(2)-9 1/4" LVL9 1/4" LVL AT 1'-4" HSS 4X4X3/16 HSS 4X4X3/16 11 7/8" BCI-6000 AT 1'-4" 11 7/8" BCI-6000 AT 1'-4" STAIR AND ELEVATOR 8149'-11 1/4" TOP OF CONCRETE 8149'-11 1/4" TOP OF PLYWOOD 8149'-2" TOP OF PLYWOOD HSS 4X4X1/4 7 S3.1 2 S3.1 18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" (2)-2X10(2)-2X10 8149'-6" TOP OF DECKING W18X86< 8149' - 9" >W16X26 < 8149' - 9" > W10X30 < 8148' - 5 1/4" > 8149'-4 3/4" TOP OF PLYWOOD 2X6 AT 1'-4" BRG. WALL HSS16X4X1/4< 8149' - 10 1/2" >HSS16X4X1/4< 8149' - 10 1/2" >HSS16X4X1/4< 8149' - 10 1/2" >HSS4X4X1/4 (2)-11 7/8" LVL 15 S4.1 16 S4.1 14 S4.1 BEAM POCKET WITH C9X15 EMBED PLATE RE: 19/S4.1 (SIM.) 8 S4.1 4 S4.2 5 S4.2 1 S3.2 1 S4.2 6 S3.2 HSS6X6X1/4 UP AND DOWN HSS6X6X1/4 UP AND DOWN 2 S3.2 (2)-11 7/8" LVLWOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT GUEST FLOOR FRAMING PLAN S2.51469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT GUEST FLOOR FRAMING PLANMATC HLI NE MATC HLI NERevisions PERMIT 9/15/2020 01/22/21 3.9 4 5 6 7 8 9 E D C P O N M L K Q J I H HSS 4X4X1/4 UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY UP ONLY2 3/4"2 3/4"2 3/4"HSS 5X5X3/8 (2)-11 7/8" LVL HSS 6X6X1/4 UP AND DOWN (3)-11 7/8" LVL (3)-2X6 2X6 AT 1'-4" BEARING WALL STONE VENEER ABOVE STONE VENEER ABOVE HSS 5X5X1/4 UP ONLY 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" HSS 4X4X1/4 HSS 4X4X3/8 11 7/8" BCI-60 AT 1'-4" 9 1/2" BCI-6000 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" 11 7/8" BCI-60 AT 1'-4" EXTERIOR STUD WALL ABOVE EXTERIOR STUD WALL ABOVE 2X6 AT 1'-4" BEARING STUD WALL 11 7/8" BCI-60 AT 1'-4"(2)-11 7/8" LVLSTAIR AND ELEVATOR 8161'-11 1/4" TOP OF PLYWOOD 5 S4.1 SIM.4 S3.1 7 S3.1 18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" W10X15< 8160' - 11 3/4" >W8X21 < 8160' - 11 3/4" > W10X39 < 8160' - 11 3/4" > 8161'-2" TOP OF PLYWOOD W10X88 < 8161' - 9" >W16X31 < 8161' - 9" > W12X35 < 8161' - 9" > W10X22 < 8161' - 9" >W10X45< 8161' - 9" >W10X45 < 8161' - 9" > W10X22 < 8161' - 9" > W10X39< 8161' - 9" >W10X39< 8161' - 9" >(2)-11 7/8" LVL < 8161' - 9" >W10X22< 8161' - 9" >11 7/8" BCI-60AT 1'-4"W10X19 < 8161' - 9" > W10X19 < 8161' - 9" > HSS4X4X1/4 (2)-11 7/8" LVL W16X26 EMBED PLATE RE: 19/S4.1 EMBED PLATE RE: 19/S4.1 19 S4.1 1 S4.1 5 S4.1 HSS8X8X1/4HSS8X8X1/4 HSS16X4X1/4< 8161' - 10 1/2" >HSS16X4X1/4< 8161' - 10 1/2" >HSS16X4X1/4< 8161' - 10 1/2" >HSS8X6X5/8 UP HSS4X4X1/4 DOWN EMBED PLATE RE: 19/S4.1 9 1/2" BCI-6000 AT 1'-4" (3)-11 7/8" LVL HSS4X4X1/4 1 S4.1 EMBED PLATE RE: 19/S4.1 EMBED PLATE RE: 19/S4.1 HSS 6X6X1/4 UP AND DOWN HSS 6X6X1/4 UP AND DOWN 5 S4.2 (2)-9 1/2" LVL2 S3.2 1 S3.2 HSS4X4X1/4 UP ONLY EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 EMBED PLATE COLUMN CONNECTION RE: 8/S4.2EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 EMBED PLATE COLUMN CONNECTION RE: 8/S4.2 7 S3.1 (SIM.)UP ONLY UP ONLY 2X6 AT 1'-4" BEARING WALL 6 S4.2 UP ONLY UP ONLY WOOD FLOOR FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURER BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X10 AT 2X6 WALLS OR (2)-2X10 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. PROVIDE 3/8” X 2” X 2” STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT ALL ANCHOR BOLTS IN EXTERIOR WALLS AND DESIGNATED SHEAR WALLS. 21. INDICATES MOMENT CONNECTION SEE DETAIL FOR REQUIREMENTS. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT LIVING FLOOR FRAMING PLAN S2.61469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT LIVING FLOOR FRAMING PLANMATC HLI NE MATC HLI NERevisions PERMIT 9/15/2020 01/22/21 3.9 4 5 6 7 8 9 E D C P O N M L K Q J I H OR W14X22 (2)-14" LVL(2)-14" LVL(2)-14" LVL HSS20X8X5/8 (2)-9 1/2" LVL (2)-9 1/2" LVL (2)-9 1/2" LVL(2)-9 1/2" LVL DOUBLE 14" BCI-90 AT 2'-0" DOUBLE 14" BCI-90 AT 2'-0" 9 1/2" LVL AT 2'-0" 9 1/2" LVL AT 2'-0" 9 1/2" BCI-6000 AT 1'-4"(2)-14" LVL (3)-9 1/2" LVL (2)-9 1/2" LVL (3)-9 1/2" LVL (3)-9 1/2" LVL HSS 4X4X1/4HSS 4X4X1/4 (2)-14" LVL 0"14" LVL AT 2'-0" 14" BCI-90 AT 2'-0" STUB COLUMN 14" LVL AT 2'-0" DOUBLE 14" BCI-90 AT 2'-0"(2)-14" LVL(2)-14" LVLHSS 8X8X1/4 HSS 8X8X1/4 14" BCI-90 AT 2'-0" 14" LVL AT 2'-0" (3)-2X6 2X6 AT 1'-4" BRG. WALL 14" LVL AT 2'-0" (3)-2X6 (3)-2X6 (3)-2X6 (3)-2X6 DOUBLE 16" BCI-90 AT 2'-0" 0"AT TRANSOM 0"AT TRANSOM HSS 10X6X3/8 HSS 10X6X3/8 (3)-11 7/8" LVL(3)-11 7/8" LVL 0" 0"4 S5.1 2 3/8"2 3/8"18' - 6" 19' - 0" 17' - 0" 7' - 6"2' - 0"7' - 0" 9' - 7 3/4" 8' - 10 1/4" 6' - 0" 5' - 6" 8' - 0" 4' - 6" 9' - 0" (3)-16" LVL (3)-16" LVL (2)-14" LVL (2)-14" LVL HSS 8X6X5/8 HSS 5X5X1/2 8173'-5 1/2" TOP OF PLYWOOD (3)-11 7/8" LVL (3)-11 7/8" LVLSW1 SW1SW1ASW12/129 1/2" LVL SUBFASCIA 8171'-11 1/4" TOP OF PLYWOOD 9 1/2" LVL SUBFASCIA SW1(2)-9 1/2" LVL 0" 18 S4.1 7 S5.1 8 S5.1 W18X40 < 8177' - 6 3/8" > HSS8X6X3/8 < 8171' - 0" > HSS8X6X3/8 < 8171' - 0" > W14X22 < 8177' - 1 3/8" >WALL ABOVEHSS8X6X3/8 < 8176' - 2 5/8" > W12X26 < 8173' - 4 3/4" > W12X26 < 8175' - 8 7/8" > W12X30 < 8175' - 8 7/8" > W12X26 < 8175' - 8 7/8" > W18X40 < 8171' - 11 7/8" >2:12HSS4X4X3/8 HSS8X6X5/8 HSS6X6X1/4 HSS6X6X1/4 HSS6X6X1/4 12 S5.1 (3)-9 1/2" LVL(3)-11 7/8" LVL STUB COLUMNSW1ASW1A5 S5.1 (2)-14" LVL(2)-14" LVL13 S5.1 5 S5.1 11 S5.1 10 S5.1 9 S5.1 WOOD ROOF FRAMING NOTES: 1. ALL WOOD FRAMING JOISTS SHALL BE BCI TYPE JOISTS AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 2. “LVL” INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IS LABELED AS UP ONLY. 5. <XXX’-XX”> INDICATES TOP OF BEAM ELEVATION OR WALL PLATE HEIGHT ELEVATION. 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. 7. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 8. HEADERS SHALL BE (3)-2X8 AT 2X6 WALLS OR (2)-2X8 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 ½” OR 3 ½” WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 9. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 10. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 12. ALL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY , RE: SHEET S1.0 FOR SHEAR WALL AND HOLD DOWN SCHEDULE. 16. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8” WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY. 17. HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 18. STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 19. NAIL HEADS SHALL NOT PENETRATE PLYWOOD. 20. RE: ARCHITECT FIR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 21. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-0" X 4'-0" (16FT2). 22. RE: ARCHITECTURAL DRAWINGS FOR ALL OVERLOW SCUPPER LOCATIONS. 23 INDICATES MONENT CONNECTION. S#X 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 WEST UNIT ROOF FRAMING PLAN S2.71469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development 1/4" = 1'-0" WEST UNIT ROOF FRAMING PLANMATCHLINE MATCHLINERevisions PERMIT 9/15/2020 01/22/21 RE: PLAN RE: PLAN 2"3"CLR.RE: PLAN3" CLR.2" CLR. RE: PLAN 1'-0" 7" 1'-1"2'-6"10"10"RE:PLAN 1'-0"10"RE: PLAN8"1'-0" RE: PLAN1'-0"2" CLR. 10"1'-0"1'-0"1'-0" 1'-0"RE: PLAN SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" SECTION 4 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER #5 AT 1'-4" VERTICAL AND HORIZONTAL RE: PLAN TOP OF PLYWOOD 1 1/2" CONCRETE TOPPING EXTERIOR STUD WALL WITH SHEATHING 2X TREATED PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" EXPOSED CONCRETE FINISH RE: ARCH. [XXX'-XX"] RE: PLAN (XXX'-XX") SLIP JOINT SLAB-ON-GRADE RE: PLAN #5 AT 1'-4" X 2'-6"1'-0" (2)-#5 TOP AND BOTTOM #5 AT 1'-4 EACH WAY TOP (2)-#5 RE: PLAN (XXX'-XX") SLIP JOINT SLAB-ON-GRADE RE: PLAN #5 AT 1'-4" X 4'-0" 1'-6" (2)-#5 TOP AND BOTTOM #5 AT 1'-4 EACH WAY TOP (2)-#5 [XXX'-XX"] RE: PLAN TOP OF CONCRETE (2)-#5 TOP AND BOTTOM FLOOR JOIST RE: PLAN TREATED 2X10 WITH 1/2" Ø X 5" TITEN HD CONCRETE SCREW ANCHOR AT 2'-0" #5 AT 1'-0" VERTICAL AND HORIZONTAL 1 1/2" CONCRETE TOPPING #5 AT 2'-0" X 2'-0"2'-0"8" CONCRETE SLAB-ON GRADE [XXX'-XX"] RE: PLAN TOP OF CONCRETE (2)-#5 TOP AND BOTTOM FLOOR JOIST RE: PLAN TREATED 2X10 WITH 1/2" Ø X 5" TITEN HD CONCRETE SCREW ANCHOR AT 2'-0" #5 AT 1'-0" VERTICAL AND HORIZONTAL 1 1/2" CONCRETE TOPPING #5 AT 2'-0" X 2'-0"2'-0"8" CONCRETE SLAB-ON GRADE (XXX'-XX") #5 AT 8" X 4'-0"1'-6" #5 AT 1'-4 EACH WAY TOP (2)-#5 5/8" Ø THREADED INSERT AT 2'-0" 5/8" Ø X 2'-6" THREADED ROD AT 2'-0" 8" CONCRETE SLAB RE: PLAN RE: PLAN (XXX'-XX") PARTY WALL RE: ARCH. TREATED 2X6 PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" RE: PLANRE: PLAN TOP OF SLAB {XXX'-XX"} 8" SLAB RE: PLAN #5 AT 1'-4" VERTICAL AND HORIZONTAL EACH FACE #5 AT 1'-4" X EACH FACE 2'-6"1'-0" 2X4 FURRING WALL TREATED 2X4 PLATE WITH 1/2" Ø X 10" ANCHOR BOLT AT 2'-6" SLIP JOINT SLAB-ON-GRADE RE: PLAN SLOPE #5 AT 1'-4" EACH WAY (2)-#5 TOP AND BOTTOM DRIVEWAY BY OTHERS [XXX'-XX"] CONSTRUCTION JOINT #5 AT 1'-4" HORIZONTAL EACH FACE #5 AT 1'-4" X FULL HEIGHT1'-2" #5 AT 1'-4" X AS SHOWN1'-2" (XXX'-XX") #5 CONT. DRIVEWAY BY OTHERS [XXX'-XX"] #5 AT 1'-4" EACH FACE #5 AT 2'-0" X #5 AT 1'-4" X EACH FACE (XXX'-XX") 2'-0"2'-0"FULL HEIGHT1'-0" SLAB-ON-GRADE RE: PLAN SLOPE RE: ARCH. (XXX'-XX") 5/8" Ø THREADED INSERT AT 2'-0" 5/8" Ø X 2'-6" THREADED ROD AT 2'-0" 8" CONCRETE SLAB RE: PLAN RE: PLAN #5 AT 8" X #5 AT 1'-0" TRANSVERSE #5 AT 1'-4" LONGITUDINAL4'-0"2'-6" (2)-#5 CONT. #5 AT 1'-4" VERTICAL AND HORIZONTAL RE: PLAN TOP OF PLYWOOD 1 1/2" CONCRETE TOPPING FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER [XXX'-XX"] 2X TREATED PLATE WITH 1/2" Ø X 10" ANCHOR BOLT AT 2'-6" WATERPROOFING AND FLASHING RE: ARCH. CONCRETE PATIO RE: ARCH. (2)-#5 TOP AND BOTTOM EXTERIOR WALL WITH SHEATHING SECTION 8 3/4" = 1'-0" RE: PLAN TOP OF CONCRETE [XXX'-XX"] 8" CONCRETE SLAB RE: PLAN FINISH FLOOR RE: ARCH. 2X6 TREATED PLATE WITH 1/2" Ø ANCHOR BOLTS AT 2'-6" PATIO RE: ARCH. (XXX'-XX") #5 AT 1'-4" HORIZONTAL #5 AT 1'-0" VERTICAL #5 AT 1'-0" X 2'-6"1'-2" #5 AT 1'-4" (2)-#5 TOP AND BOTTOM (5)-#5 CONT. RIGID INSULATION . . . . . . . . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FOUNDATION SECTIONS S3.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 01/22/21 RE: PLAN1'-0"2'-0" (MIN.) GEOFOAM BACKFILL RE: PLAN 2" CLR.1'-6" MIN.RE: PLAN1'-0" 2'-0" (MIN.) GEOFOAM BACKFILL RE: PLAN1'-6" MIN. 2" CLR.3/4"3/4" 1'-3" 1'-1" 1'-8"1'-0"8"3/4"RE: PLAN1'-0"2" CLR.10"2'-0" 1" MAX. OFFSET (CENTERLINE OF COLUMN- CENTERLINE OF PIER)4'-0" MIN.8"MIN.1'-6" MIN.8" MIN.3"MIN.9"1'-0"8" MIN.1 1/2"5" 1 1/2" 5" SECTION 9 3/4" = 1'-0" SECTION 8 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" EXTERIOR WALL WITH SHEATHING TREATED 2X6 PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6"RE: PLAN TOP OF CONCRETE FINISH FLOOR RE: ARCH. 8" SLAB-ON-GRADE RE: PLAN (XXX'-XX") [XXX'-XX"] #5 AT 1'-4" X 2'-0"2'-0" #5 AT 1'-4" VERTICAL AND HORIZONTAL (2)-#5 TOP AND BOTTOM (5)-#5 CONT. #5 AT 1'-4" X 2'-6"1'-2" #5 AT 1'-4" (XXX'-XX") (5)-#5 CONT. RE: PLAN TOP OF CONCRETE EXTERIOR WALL WITH SHEATHING TREATED 2X PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" RE: PLAN TOP OF PLYWOOD FLOOR SHEATHING FINISH FLOOR RE: ARCH. FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER #5 AT 1'-4" VERTICAL AND HORIZONTAL FINISH FLOOR RE: ARCH. 8" SLAB-ON-GRADE RE: PLAN (2)-#5 TOP AND BOTTOM 5/8" Ø X 2'-6" THREADED ROD AT 2'-0" 5/8" Ø THREADED INSERT AT 2'-0"#5 AT 1'-4" X #5 AT 1'-4"2'-6"1'-2" RE: PLAN SLIP JOINT SLAB-ON-GRADE RE: PLAN TOP OF CONCRETE (XXX'-XX") {XXX'-XX"} CONSTRICTION JOINT ACCEPTABLE AT THIS ELEVATION [XXX'-XX"] #5 AT 1'-0" VERTICAL AND HORIZONTAL (2)-#5 TOP AND BOTTOM RE: PLAN TOP OF PLYWOOD FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER #5 AT 1'-4" VERTICAL AND HORIZONTAL EACH FACE VARIES TOP OF CONCRETE SLIP JOINT SLAB-ON-GRADE RE: PLAN #5 AT 1'-4" (4)-#5 CONT. 2X TOP PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" #5 X 4'-0" DOWEL AT 1'-0" SECTION 4 3/4" = 1'-0" TREATED 2X6 PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" FINISH FLOOR RE: ARCH. 8" SLAB-ON-GRADE RE: PLAN (2)-#5 TOP AND BOTTOM #5 AT 1'-4" VERTICAL AND HORIZONTAL #5 AT 1'-4" X 2'-0"2'-0" (XXX'-XX") #5 AT 1'-4" (5)-#5 #5 AT 1'-4" X 2'-6" 1'-6" WATERPROOFING AND DRAINBOARD RE: ARCH. SLIP JOINT PATIO RE: ARCH. 2X6 BEARING WALL RE: PLAN #5 AT 2'-0" X SLIP JOINT SLAB-ON-GRADE RE: PLAN VARIES TOP OF CONCRETE2'-0"2'-0" 3" CONCRETE TOPPING SLAB WITH 6X6 W2.1XW2.1 W.W.F. (RE: ARCH. FOR CONTROL JOINT LAYOUT) SLAB-ON-GRADE RE: PLAN RE: PLAN (2)-#5 TOP AND BOTTOM #5 AT MID-HEIGHT #5 AT 1'-4" X (ALTERNATE HOOK)FULL HGT.8" RE: PLAN TOP OF DECKING DECK JOIST RE: PLAN 10" Ø CONCRETE PIER WITH 28" Ø BIGFOOT FOOTING SIMPSON ABA66 6X6 COLUMN (NOTCH FOR (2)-2X10 BEARING) WITH (2)-1/2" Ø THRU-BOLTS #3 TIES AT TOP, MID-HEIGHT AND BOTTOM (4)-#5 X FULL HGT.6" 3" STONE AND GROUT RE: ARCH. 5" SLAB-ON-GRADE RE: PLAN VERIFY WATERPROOFING, DRAINBOARD AND TREAD/ RISER DIMENSIONS WITH ARCHITECT. #4 AT EACH NOSE DRIVEWAY BY OTHERS #5 AT 1'-0" EACH WAY RE: PLAN TOP OF CONCRETE RE: PLAN TOP OF CONCRETE FOOTING RE: PLAN FOR SIZE AND REINFORCING AT ELEVATOR 3" CONCRETE TOPPING SLAB WITH 6X6 W2.1XW2.1 W.W.F. (RE: ARCH. FOR CONTROL JOINT LAYOUT) SLAB-ON-GRADE RE: PLAN 6" HSS COLUMN RE: PLAN 1/2" X 8" X 8" EMBED PLATE AT 2'-0" CONCRETE WALL RE: 3/S3.2 . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FOUNDATION SECTIONS S3.21469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 01/22/21 1'-0" 6 1/2"1 1/2"1 1/2"3" 3"3 1/2" 6"5 3/4"10"1'-0"5 3/4"6 1/4"3 1/2" 6" 1 1/2"CLR.1 1/2" CLR.2"2 1/2" 2 1/2" 2 1/2" 10" 1 1/2"1 1/2"3/4"3"3/4"4"6" 2" 2" 4" 2"3/4"4 3/4" 6 1/2" A A B B A SECTION 20 3/4" = 1'-0" SECTION 19 3/4" = 1'-0" SECTION 18 3/4" = 1'-0" SECTION 17 3/4" = 1'-0" SECTION 15 3/4" = 1'-0" SECTION 14 3/4" = 1'-0" SECTION 13 3/4" = 1'-0" SECTION 12 3/4" = 1'-0" SECTION 11 3/4" = 1'-0" SECTION 10 3/4" = 1'-0" SECTION 9 3/4" = 1'-0" SECTION 8 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" SECTION 4 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" 1/4 3/4" X 5 3/4" X 10 1/4" END PLATE WITH (4)- 3/4" Ø BOLTS 3/4" END PLATE (2)-1/2" Ø X 10" ANCHOR BOLT AND NON-SHRINK GROUT STEEL BEAM RE: PLAN 3/8" X 2 1/2" HORIZONTAL STIFFENER EACH SIDE OF WEB (ALIGN WITH BOTTOM FLANGE OF W10 BEAM) FOUNDATION WALL RE: 12/S4.1 14KIP BOLT PRETENSION REQUIRED FOR END PLATE CONNECTION BOLTS 1/4 BOTH SIDES 2X TOP PLATE WITH 1/2" Ø THRU- BOLTS AT 2'-0" CJP CJP TOP AND BOTTOM RE: PLAN TOP OF PLYWOOD EXTERIOR WALL WITH SHEATHING LVL BEAM RE: PLAN WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. STONE AND GROUT FLOOR JOIST RE: PLAN WITH SIMPSON IUT HANGER RE: PLAN TOP OF PLYWOOD RE: PLAN TOP OF PLYWOOD EXTERIOR WALL WITH SHEATHING WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. STONE AND GROUT ON TAPERED FLOOR JOIST RE: PLAN WITH SIMPSON IUT HANGER RE: PLAN TOP OF PLYWOOD STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø BOLTS AT 2'-0" AND SOLID WEB PACK WITH 1/2" Ø THRU-BOLTS AT 1'-4" STAGGER TOP AND BOTTOM (2)-1/2" Ø X 10" ANCHOR BOLTS WITH SHIM AND GROUT STEEL BEAM RE: PLAN 3/8" WEB STIFFENER (2)-1/2" Ø X 10" ANCHOR BOLTS WITH SHIM AND GROUT SECTION A-A 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" WITH SLOTTED HOLES IN BOTTOM FLANGE OF BEAM RE: PLAN TOP OF PLYWOOD <XXX'-XX"> [XXX'-XX"] <XXX'-XX"> (2)-L4X3 1/2X5 1/2" WITH (2)-3/4" Ø BOLTS EACH LEG STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU- BOLTS AT 2'-0" STAGGER FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER RE: PLAN TOP OF PLYWOOD STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" (2)-1/2" Ø X 10" ANCHOR BOLTS FOUNDATION WALL RE: XXXXX 8" CONCRETE SLAB RE: PLAN<XXX'-XX"> RE: PLAN TOP OF PLYWOOD [XXX'-XX"] SECTION B-B [XXX'-XX"] SHIM AND GROUT 1/2" X 5" X 9" CAP PLATE HSS COLUMN RE: PLAN STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" STAGGER <XXX'-XX"> FLOOR SHEATHING RE: PLAN TOP OF PLYWOOD 3/8" WEB STIFFENER EACH SIDE 1/4 2"BOTH SIDES 1/2" X 5" X 9" CAP PLATE HSS COLUMN RE: PLAN (2)-L4X3 1/2X3/8 X 5 1/2" WITH (2)-3/4" Ø BOLTS EACH LEG 3/8" END PLATE 3/8" WEB STIFFENER STEEL BEAM RE: PLAN 1/2" X 6" X 1'-4" HORIZONTAL STIFFENER WITH (2)-3/4" Ø BOLTS SLOTTED FOR WEB L4X4X1/4 X 5" <XXX'-XX"> 1/4 2" <XXX'-XX"> 1/4 BOTH SIDES RE: PLAN TOP OF PLYWOOD 3/8" WEB STIFFENER FLOOR SHEATHING 1/4 2" AT 6"BOTH SIDES FLOOR SHEATHING FLOOR JOIST RE: PLAN TREATED 2X PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" #6 AT 1'-0" EACH FACE RE: PLAN TOP OF PLYWOOD [XXX'-XX"] (4)-#6 TOP SOLID BLOCKING BETWEEN JOISTS (XXX'-XX") (6)-#6 BOTTOM #3 STIRRUPS AT 1'-0" STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" HSS COLUMN RE: PLAN 3/8" X 4" X 8 1/2" SHEAR PLATE WITH (3)-3/4" Ø BOLTS CJP TOP AND BOTTOM FLANGE HSS COLUMN RE: PLAN 1/2" X 6" X 10" BASE PLATE WITH (4)-3/4" Ø BOLTS STEEL BEAM RE: PLAN LVL BEAM RE: PLAN HSS BEAM RE: PLAN 3/8" X 8" X 10" PLATE WITH (4)-3/4" Ø THRU-BOLTS 1/4 BOTH SIDES 2 1/2"4" SECTION 16 3/4" = 1'-0" EXTERIOR WALL WITH SHEATHING FINISH FLOOR RE: ARCH. FLOOR JOIST RE: PLAN STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" AND SOLID WEB BLOCKING WITH (2)-1/2" Ø THRU-BOLTS AT 1'-4" RE: PLAN TOP OF PLYWOOD WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. TILE AND GROUT ON TAPERED INSULATION RE: ARCH. DECK JOIST RE: PLAN WITH SIMPSON LUS HANGER 1/2" Ø THREADED STUDS AT 2'-0" (STAGGER) FOR 2X NAILER AT TOP, BOTTOM AND SIDES OF FRAME MEMBERS CJP RE: PLAN FOR FRAME SIZES RE: PLAN FOR BEAM SIZES HSS COLUMN RE: PLAN 3/8" X 4" X 8 1/2" SHEAR PLATE WITH (3)-3/4" Ø BOLTS 3/16 STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" STAGGER 3/8" X 4" X 6" SHEAR PLATE WITH (2)-3/4" Ø BOLTS 3/4" X 8" X 1'-0" EMBED PLATE WITH (4)-5/8" Ø WITH 5" EMBED <XXX'-XX"> RE: PLAN TOP OF PLYWOOD FINISH FLOOR RE: ARCH. FLOOR SHEATHING 1/4 [XXX'-XX"] PATIO RE: ARCH. FOUNDATION WALL RE: 7/S3.1 RE: PLAN TOP OF PLYWOOD STEEL BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER <XXX'-XX"> RE: PLAN TOP OF PLYWOOD FLOOR JOIST RE: PLAN WITH SIMPSON ITS HANGER FLOOR FINISH RE: ARCH. FLOOR SHEATHING LVL BEAM RE: PLAN WITH (4)-3/4" Ø BOLTS WEB BLOCKING AS REQUIRED [XXX'-XX"] <XXX'-XX"> 3" MAX. STONE AND GROUT WATERPROOFING AND DRAINBOARD RE: ARCH. ON TAPERED INSULATION 3/4" DECK SHEATHING RE: PLAN TOP OF DECKING DECK JOIST RE: PLAN WALL BEYOND FOUNDATION WALL RE: 12/S4.1 RE: PLAN TOP OF PLYWOOD FLAT ROOF WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. GRAVEL BALLAST 5/8" ROOF SHEATHING ROOF JOIST RE: PLAN TREATED 2X6 WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" WALL BEYOND [XXX'-XX"] INSULATION RE: ARCH. C SPLICEL . . . . . . . . . . . . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FLOOR FRAMING SECTIONS S4.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 01/22/21 3"3 1/4" 3" 1 1/2"4 1/2" 2"1 1/2"1 1/2" 3" 2 5/8" 2 7/8" 3" TYP.EQ.EQ. A A SECTION 4 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" RE: PLAN TOP OF DECKING DECK JOIST RE: PLAN WITH SIMPSON LUS HANGER WOOD BEAM WITH CHANNEL WITH (2)-1/2" Ø THRU-BOLTS AT 1'-4" 2X DECKING RE: ARCH. RE: PLAN TOP OF PLYWOOD DECK JOIST RE: PLANSTEEL BEAM RE: PLAN WITH 1/2" Ø X 6" H.A.S. AT 6" 3" MAX. STONE AND GROUT RE: ARCH. WATERPROOFING AND DRAINBOARD RE: ARCH. ON TAPERED INSULATION 8" CONCRETE WALL WITH #5 AT 1'-4" VERTICAL AND HORIZONTAL (2)-#5 TOP AND BOTTOM HSS BEAM RE: PLAN WITH 1/4" END PLATE EACH END TYP. HSS COLUMN RE: PLAN 3/8" X 3" X 1'-0" WITH (3)-3/4" Ø BOLTS 1/4 FRAMING AT ELEVATOR SECTION A-A DECK FRAMING RE: PLAN 1/4" X 6" X 8" PLATE WITH (2)-1/2" Ø THRU-BOLTS HSS COLUMN RE: PLAN WATERPROOFING AND DRAINBOARD ON TAPERED INSULATION RE: ARCH. 3" MAX. TILE AND GROUT LVL BEAM RE: PLAN 3/8" X 5 1/2" X 6" BEARING PLATE ROOF JOIST RE: PLAN WITH SIMPSON LUS HANGER LVL BEAM RE: PLAN 3" MAX GRAVEL BALLAST WATERPROOFING AND DRAINBOARD RE: ARCH. SECTION 6 3/4" = 1'-0" RE: PLAN TOP OF CONCRETE FINISH FLOOR RE: ARCH. SLAB-ON-GRADE RE: PLAN #5 AT 2'-0" X 2'-0"2'-0" FOUNDATION WALL RE: 1/S3.2 DECK JOIST RE: PLAN TREATED 2X10 LEDGER WITH 5/8" Ø EPOXY ANCHORS WITH 5" EMBEDMENT AT 2'-8" STAGGER TOP AND BOTTOM TREATED 2X PLATE WITH 1/2" Ø X 10" ANCHOR BOLTS AT 2'-6" SECTION 7 1 1/2" = 1'-0" SECTION 8 1 1/2" = 1'-0" HSS COLUMN RE: PLAN 1/2" X 6" X 1'-0" (2)-3/4" Ø BOLTS STEEL BEAM RE: PLAN WITH 2X TOP PLATE 3/8" STIFFENER ALIGN WITH COLUMN ABOVE HSS COLUMN RE: PLAN 1/4 6" 1/2" X 6" X 8" CAP PLATE WITH (2)-3/4" Ø BOLTS SHEAR WALL RE: PLAN HOLD-DOWN RE: SCHEDULE WITH 5/8" Ø THRU-BOLT 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" STAGGER STEEL BEAM RE: PLAN SECTION 9 3/4" = 1'-0" HSS COLUMN RE: PLAN FOUNDATION WALL RE: 7/S3.1 1/2" BASE PLATE WITH (4)-1/2" Ø THREADED STUDS WELDED TO EMBED PLATE 5/8" X 6" X 1'-6" EMBED PLATE WITH (6)-#5 X 2'-0" . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 FLOOR FRAMING SECTIONS S4.21469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 01/22/21 2 12 2 12 2 12 2 12 EQUAL (UNLESS NOTED ON PLAN) EQUAL RE: ARCH. 8" 6"2"4" 4" A A SECTION 9 3/4" = 1'-0" SECTION 8 3/4" = 1'-0" SECTION 7 3/4" = 1'-0" SECTION 6 3/4" = 1'-0" SECTION 5 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 2 3/4" = 1'-0" SECTION 1 3/4" = 1'-0" LVL RE: PLAN SIMPSON H3 EXTERIOR WALL WITH SHEATHING SUB-FASCIA RE: PLAN WITH (4)-10d NAILS SOLID BLOCKING BETWEEN JOISTS SOLID BLOCKING BETWEEN JOISTS ROOF JOIST RE: PLAN (2)-SDS25350 SCREWS STEEL BEAM RE: PLAN WITH (2)-2X6 BEVELED TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" ROOF SHEATHING ROOF SHEATHING SUB-FASCIA RE: PLAN ROOF JOIST RE: PLAN (2)-SDS25500 SCREWS LSTA15 AT 4'-0" LVL BEAM RE: PLAN ROOF SHEATHING SOLID WEB PACK WITH 1/2" Ø THRU-BOLTS AT 1'-4" STAGGER STEEL BEAM RE: PLAN WITH BEVELED TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 2'-0" ROOF JOIST RE: PLAN WITH SIMPSON LSSU HANGER WEB BLOCKING AS REQUIRED RE: MANUFACTURER SECTION 4 3/4" = 1'-0" ROOF SHEATHING ROOF JOIST RE: PLAN SOLID BLOCKING BETWEEN JOISTS EXTERIOR WALL WITH SHEATHING(2)-SDS25500 SCREWS EXTERIOR WALL WITH SHEATHING FLASHING AND WATERPROOFING RE: ARCH. ROOF SHEATHING ROOF FRAMING RE: PLAN STEEL BEAM RE: PLAN WITH SOLID WEB PACK BLOCKING WITH 1/2" Ø THRU-BOLTS AT 1'-4" STAGGER AND 2X TOP PLATE WITH 1/2" Ø THRU-BOLTS AT 1'-4" EXTERIOR WALL WITH SHEATHING FLASHING AND WATERPROOFING RE: ARCH. ROOF SHEATHING ROOF FRAMING RE: PLAN WITH SIMPSON IUS HANGER AND WEB BLOCKING AS REQUIRED CONTINUOUS SHEATHING ACROSS ROOF/PARAPET (NO HORIZONTAL SEAMS) LVL BEAM RE: PLAN WINDOW RE:ARCH.ROOF JOIST RE: PLAN WITH SIMPSON ITS HANGER WATERPROOFING AND DRAINAGE RE: ARCH. SIMPSON LSTA21 AT 2'-8" 3" MAX. GRAVEL BALLAST CJP 3/8" X 4" X 1'-2 1/2" SHEAR PLATE WITH (5)-3/4" Ø BOLTS STEEL BEAM RE: PLAN CJP 1/4" 2" AT 4" HSS BEAM RE: PLAN HSS COLUMN RE: PLAN CJP BOTH SIDES CJP SECTION A-A SECTION 13 3/4" = 1'-0" SECTION 12 3/4" = 1'-0" SECTION 11 3/4" = 1'-0" SECTION 10 3/4" = 1'-0" STEEL BEAM RE: PLAN 3/8" X 4" X 11 1/2" SHEAR PLATE WITH (4)-3/4" Ø BOLTS HSS COLUMN RE: PLAN 3/16 CJP TOP AND BOTTOM FLANGES HSS COLUMN RE: PLAN 3/8" X 4" X 11 1/2" SHEAR PLATE WITH (4)-3/4" Ø BOLTSSTEEL BEAM RE: PLAN 1/2" X 6" X 6" MOMENT PLATE TOP AND BOTTOM 1/4 6" TOP AND BOTTOM FLANGE CJP TOP AND BOTTOM ROOF JOIST RE: PLAN SOLID BLOCKING BETWEEN JOISTS EXTERIOR STUD WALL WITH SHEATHING WEB BLOCKING AS REQUIRED SIMPSON H3 WATERPROOFING AND DRAINBOARD RE: ARCH. 3" MAX. GRAVEL BALLAST ROOF SHEATHING 1/4" X 3" X 10" PLATE WITH (2)-1/2" Ø THRU-BOLTS LVL BEAM RE: PLAN HSS COLUMN RE: PLAN 1/4 . . . . . . . . . . . 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 snow@rkdarch.com www.rkdarch.com job # 12122 5/22/2020 ROOF FRAMING SECTIONS S5.11469 Greenhill CrtLot 11 Glen Lyon SubdivisionVail, COProject Status development Revisions PERMIT 9/15/2020 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21 01/22/21