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O,Q i A0.00 Cover Sheet 5 6/14/18, 3:28 ... YES 6/25/18 J M1\ 469/MYNAS/4
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RFF \ i . A0.01 Site Plan w/Crane Logistics - 6/29/18 6/7/18 08/24/18
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, ' i iaf ' A0.02 Site Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/15/18
���-` - • 4800.- Bighorn ``` ..% Civil
4682 �•, .c>' C-1 Grading Plan - - 6/25/18
�_/•� aOh° Park Eve '` 5044 Main Gore Drive S VaiI , CO
.- C-; m nhouu» C-2 Drainage Plan - - 6/7/18
l � I._ rch°m 1M$, Condos - -\� 1 -4718_ _ - .,\ 5020 _-�'I C-3 Survey-1 of 2 - - 6/7/18 1 2 3 4
4.5 C-4 Survey-2of2 6/7/18
_ ' �� ___ �Ienohdo n _ _ _ Developer: Owner: Landscaping Plans
5025 5033 T� "I----,--- enc
I768 " 48
18 4'57 1 5032 5040,1 \ L1 LandscapePlan14 6 , \ 4887 �' 5030 p� 5097 5i17f Leisa K Sturm Revocable Trust Architectural Plans
17 "•/j5040 y5087 107 �51z7? eVODOM US L LCA1.01 BSMT/Garden Level 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
I 4778 I 4799 / IN. 4976 ' v r2i,r 5037 '\_ j ;5137 c$'
4819 ' h, \ �7- 1 A1.02 First Floor 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
�-' , ' f , - , 5047 _. AdiGr• 4552 Meadow Drive Unit 13, Vail, CO 81657
- 4 , t` • 4917 y�° 1 5147 A1.03 Second Floor 5 6/14/18, 3:28 --. YES 6/29/18 6/7/18
4782; , BPtlOW 4920 i � RFA / 5118 15136 ° 5157 I 3143 W 33rd Street, Cleveland, OH 44109
°"•�e°'4839 �� _ A1.04 Roof Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
�� 5059 51671 Phone: 312.543.6095
/ 4788' r'791 4937 5027 5080 ,/�. / 5148 Contact person: Michelle Kolbe A1.15 ReflectedCeiling Plan,Basement - 6/29/18 6/7/18
- r 4926 '1'---�
4828 ,4859 ' '4957 ct 5036 °OR 5119
,�, � F�,q i r` 5166 1 I email: Isturm@computervoice.com A1.16 ReflectedCeiling Plan,First Floor 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
,, y-- , --- - 4977, 5017�p?1...- 5088 5139 - 5177 hone: 216.772.2603
4792 ;, •\4840'. \ 4938 ' I ,' �- -�i G i h A1.17 ReflectedCeiling Plan,Second Floor 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
4879 --�,_ 1, 4997 ?T' 5118 5159
4802,.. ,` . 5028 5169 I email: mk@evodomus.com Project Description:■ Architectural Elevations
_ -�1 . Mel" °re,,crlve/ c02 - 5128
4912. 49,46 / 'V"IABi`Bn� � ,e.SIX:- 5187 A2.01 Elevations East&West 5 6/14/18, 3:28 --- YES 6/29/18 6/7/18
Pro ectLocation I - 4822 4868 4889 y 4995 I 5016 5123 5148I A2.02 Elevations North&South 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
i 4ses s 5 So06 5125 5168 Two-familyresidence in District(R . Three-storySECOND FLOOR MODULES
mac_ ` _ 7 °6 5188 5197 \ ) Architectural BuildingSections
5044 Main Gore Drives z 4898, , — x rHa 5121 5,27 A
4842 4888 4889 I 5014 5198 Q Arc h i t e c t■
4999 5129 °.derPWn A3.01 Section 1 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
852 0 ---�.. 5119 B Townlnu»e
.' '4939 '\ 41 5024 44cr 5133 ' P4 F ' structure with attached, 3-car garage and
e 5111 �� 5177 , Robert W Shearer A3.02 Section 2 5 6/14/18, 3:28 --- YES 6/29/18 6/7/18
4656 9 M:,,,,,wanva 4998 I w.nr�°»• 51,5 heated driveway, surface parkingand sidewalk. A3.03 Section3 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
I 4894 4978 5109 5135 . 5187,' rh. •
4898 ---_ — — —1 5113 5165 - 5197 ee°'B8 ° 5365 West Loveland Rd, Madison, OH, 44057 A3.04 Section 4 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
• 4862 4918 5030 5107 5137 _
I 4872' / 5044 5087 �oaE-R `-'-� r"� Legal Description: A3.05 Section 5 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
5034 5054 ro�P°51065126 5146 5166 �; i QB Contact person: Robert W. Shearer A3.06 Section 6 5 6/14/18, 3:28 ... YES 6/29/18 -
5045 Lot 2 Vail Meadows Filing No. 1 WallSections
5124 5201 Phone: (216)401-3830
5064 5114 5128
5047 5074 A4.01 Wal lSection A 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
5112 f �.�- 5207 ■ ■
4) 5 6 7 8
5,34 • -G email: rwsheaerer@gmail.com Structural Engineering. A4.02 WaIlSectionB 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
Code Information 5037 °� 5110 A4.03 Wal ISection C 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
_ 5015 5084 5104 5209 A4.04 RetainingWallSections - - 6/26/18
Codes Referenced: Design Information: i5°27 t \ �iD95 �'L� 5136 52 2 _ L5210 Surveyor: Local scope: Interiors
2012 IRC, 2015 (RC1 Occupancy: R3 \�50t38 5135 `G0 5142 -%5 1; I Isaac A. Lewin A4.10 201 Entry&204 Dining Interiors - 7/9/18 7/9/18
5148 5211Archibeque Land Consulting, Ltd A4.11 202 Living Room Interior pending 7/9/18
2012, 2015 IPC1 Use Group: Duplex 5013 5033 5053 5213 Phone: (216) 291 -3131 A4.12 203 Kitchen&204 PantryInteriors - 7/9/18 7/9/18
1 _ SNOVlSNOELN - 1� 115 Broadway - PO Box 3893 A4.13 208 WC& 313 Laundry - 7/9/18 7/9/18
2012, 2015 IMC ConstructionType VB SDD2 . 5155 --51-54-516-4 l y email: iLewin@Lewinandassociates.com -
5032 5042 -3 5184 Eagle, CO 81631 A4.14 210 Masterpending pending
2015 IECC Stories: 2 5165 ''8- 5174 A4.15 211 Master Bath Interior - 7/9/18 7/9/18
2014 NEC 2017 NEC2 Total SF: 4343 ~` ir -` -°•%•,,,,a 5194 215 Contact person: Ted Archibeque A4.16 212/312/308 Closet Built-ins - - 7/9/18
5175 A4.17 306 &309 Bathrooms - 7/9/18 7/9/18 Developer:
• Superior Walls:
g 5004 ` \5185, 5195 Phone: (970)328-6020 A4.18 119 Media Room - - 7/9/18
Design Loads: y ' 1
Wind 115 mph 1E j 1 1 Elijah B. Smith A4.19 107 / 112 / 114 Bathrooms - - 7/9/18 Mil(302.4): p , 5 email: info@prolandsurvey.com■com
p y Phone: (919) 559-8275 A4.20 APT 05rLomg - - pending
Floor: 200E+40LL SPRINKLER NOTES:` 117 -
Architectural Wall Sections and Details E'o Us
Exterior Deck Floor: 200E+40LL
1. DESIGN PARAMETERS ARE PER NFPA13 D,2013. Civil Engineer. A4.90 Fire Rated Assemblies 5 6/14/18, 3:28 ... YES 6/7/18
Snow (301.2.5): Ground: 145 psf Roof: 100 psf 2.SPACING.LER HEADS ARE CALCULATED FORA 14'X14' MAXIMUM Modules:
Exterior Details evoDOMUS L L C
Soil BearingCa Geotech : 3000 3.ALL SPRINKLER PIPE IS COPPER. M a r c I n Engineering A5.01 Foundation, Structural, and Stair Details 5 6/14/18, 3:28 --. - 6/25/18
p acct y( ) psf 4.ENTIRE SPRINKLER SYSTEM IS WATER-IT IS THE OWNERAND Q David Billingsly A5.02 Entrance Stair Section - - 6/26/18
Seismic Design Category (301.2.2): B
MAINTAIN A CONDITIONEDSIBILITY TO N ANYOCOLDS SPACES PIPE VIDE INSULATION AND 130 Ski Hill Road, Suite 235 Phone: 570-837-0577 Ext. 117 A5.03 Entrance Stair Cross Section 5 6/14/18, 3:28 ... - 6/26/18 3143 W 33rd Street
SPACEFrost Depth: 4811 IS RUNNING. A5.04 Exterior Details 5 6/14/18, 3:28 --. YES 6/29/18 6/26/18 Cleveland,OH 44109
„ 5.SPRINKLER CONTRACTOR SHALL NOT BE RESPONSIBLE FOR PO Box 6008 email: david@glencoinc.com A5.05 Exterior Details 5 6/14/18, 3:28 ... YES 6/29/18 6/25/18 Phone : (216) 772-2603
Min Fire Separation Distance(302.1): 5'-0- ANY SOFFITING REQUIRED TO RUN PIPES. A5.06 Exterior Details 5 6/14/18, 3:28 --. YES 6/29/18 6/25/18
6. SPRINKLER CONTRACTOR SHALLNOT BE RESPONSIBLE FOR Breckenridge CO 80424 KEYSTO S
Flood HazardArea (per FEMA map 08037C0493D): Zone X DRILLINGHOLESTHROUGH STEEL BEAMS. A5.07 Exterior Details 5 6/14/18, 3:28 ... YES 6/29/18 6/25/18
7. SPRINKLER CONTRACTOR SHALL NOT BE RESPONSIBLE FOR Contact Person: Ton Vazquez A5.08 Exterior Details 5 6/14/18, 3:28 ... YES - 6/25/18 Architect:
Sprinklers and Monitored FireAlarm System installed per NFPA DRILLINGHOLESTHROUGH FINISHED CEILING BEAMS. Y q _ A5.09 Exterior Details 5 6/14/18, 3:28 --- YES 6/29/18 6/25/18
72 & VF ES Fire alarm installation standards. 8.ALL CEILINGS ARE 5/8"DRYWALL-GC SHALL NOTIFY FITTER Phone: (970)771-3459 III-III EARTH/SOIL WALL SECTION CUT A5.10 Exterior Details 5 6/14/18, 3:28 ... YES 6/29/18 6/25/18
OF ANY VARIATIONS. Ell-11611
9. PROJECT HAS 8 MODULAR PODS AND THREESLOPING ROOF email: ton @marcinen ineering.com DRAWINGNUMBER A5.11 Exterior Details - 6/25/18
AREAS TO BE BUTT OFF SITE. Y g A5.12 Exterior Details - 1 RVVSArchitectural
Energy Code Compliance Method ERI 10. GRUNAU COMPANY TO DO FACTORY INSTALLATION PER WALL SECTION CUT Interior Details Consulting, LLC
APPROVED SPRINKLER PLANS. Local Contractor: WALL SECTION A5.50 Interior Details 5 6/14/18� POROUSFILL , 3:28 ... YES 7/9/18 6/7/18 .. I
Maximum Energy Rating Index 54 11.VAIL FIRE TO INSPECT FACTORY WORK UPON ARRIVAL ATJOB 1361 Lakeland Ave.
SITE. ANY DRYWALL COVERING PIPE OR HANGERS MAY NEED TO SCALE:3/4"or1-1/2" =1'-0" A5.51 Stair Plans and Sections 5 6/14/18, 3:28 --. YES 6/29/18 6/7/18
Ener Rating Index as Designed 49 SRE Building Associates \\ CONCRETE - La1<ew�od,OH44107
Energy 9 9 BE REMOVED. ANY PIPE OR HEADS NOT INSTALLED PER PLAN A5.52 Enlarged Stair Details 5 6/14/18, 3:28 ... YES 6/15/18
DRAWINGNUMBER Phone: 216 401-3830
Required Blower door test to meet ERI 3.00 ACH (50) SHALL BE REPLACED/' -• D • 6 o `,- " -,- e A5.53 Interior Details - pending pending L
rwshearer@gmail.com
-a . ' -; .. p:� ALL PIPING SHALL BE OPEN FORA5.54 Tile Details -
IN P C ION. Vail, CO 81620 /�� CONCRETE BLOCK
Required Special Inspections . • -,- - ' • i z = - ,' Architectural Schedules & Details
q p p Contact Person: Steve Elicker DETAIL CUT
LOCATION PER POD. A6.01 Window Schedule 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
No. ITEM Continuous Periodic 13. EACH POD TO BE AIR TESTED TO 100 PSI FOR 24 HOURS AT Phone: 970-845-6359 �� BRICK VENEER DRAWINGNUMBER A6.02 Door Schedule 5 6/14/18, 3:28 ... YES 7/9/18 6/7/18
FACTORY. A6.03 ApplianceSchedule - 6/29/18 6/7/18
1 CONCRETE 14. PRESSURE IN EACH POD TO BE LEFTAT20 PSI FOR SHIPPING DETAIL CUT
TO SITE. email: steve@srebuilds.com \�� STONE VENEER A6.04 Finish Schedules - 7/6/18 7/9/18 """" °Iia "///
REINFORCINGSTEEL PLACEMENT X 15. SITE WORK INCLUDES REPLACING GAUGES WITH HEADS DETAIL ° Structural ° , •° ° °cf �•.../�%
ONSITE CONCRETETESTING X AND HYDROTESTING. SCALE:1-1/2" or3"=1'-0" O - - '� ° °° o,
S.01 Footing plan 6/26/18 1 Q' °° °
CONCRETEAPPLICATION TECHNIQUES X DIMENSIONAL LUMBER DRAWINGNUMBER S.02 Retaining Wall Footing plans - - 6/26/18 ' ' e ROB " °° •O
CONCRETECURING TEMP. AND TECHNIQUES X S.03 BSMT/Garden Level Framing - 6/29/18 6/26/18 jQ
S.04 First FloorFraminat Decks 5 6/14/18, 3:28 ... YES 6/29/18 6/8/18 ° I ', ARER ° 0 o
2 WOOD CONSTRUCTION �- WOOD BLOCKING BUILDING SECTION CUT g
Ili
I°- '04908 ° ro 9 co to
FASTENERS AND CONNECTORS X DRAWING NUMBER
HVAC Plans 3 °°° ` a Q
M1.1 HVAC BSMT 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18 / ° ° ° °° t�V �. o 8 L 0 w
cri
FRAMING DETAILS X ,___1 PLYWOOD BUILDING SECTION CUT M1.2 HVAC First Floor 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18 //���i�sT4REDIlIgn4�G�,���\��" \� 0 a) o
3 SOILS BUILDING SECTION M1.3 HVAC Second Floor 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18 ��• o °o = I CD
Snow Melt System °C 0 C Q J
SITE PREPARATION X Code Notes I�I�I�IiI�I� BATT INSULATION SCALE:1/4"=1'-0" M2.0 Snow Melt 5 6/14/18, 3:28 ... YES - 6/7/18
COMPACTED FILL MATERIALS X DRAWINGNUMBER Original issue Date of PermitSet:
The State of Colorado enforces the 2012 IRC, IPC, and IMC, while the Town of Vail enforces the 2015 Mechanical Specifications
SOIL LOAD BEARING REQUIREMENTS X 08-25-2017
' i RIGID INSULATION M3.0 Specifications 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
4 ENERGY EFFICIENCY versions,therefore both codes apply. If conflicts occur,the morestrin entre regulation apply. BUILDING SECTION CUT HVAC Schedules Revisions: Date printed: 7/20/18
g g pp Y• DRAWING NUMBER
AIR SEALING X M6.01 HVAC Schedules 5 6/14/18, 3:28 ... YES 6/29/18 7,, ,IChID Change Name Date
INSULATION INSTALLATION X 2The State of Colorado enforces the 2017 NEC, while the Town of Vail enforces the 2014 NEC, I GYPSUM BOARD/DRYWALL Plumbing Plans 5\ 6/14/18
BLOWER DOOR- PRELIMINARY x therefore both codes apply. Where conflicts occur,the more stringent regulation shall apply. P1.01 Basement Drain/Waste Plan - 6/29/18 6/7/18 /7\ 11 NOTE ADDED 7/20/18
g g pp Y• INTERIORELEVATIONVIEW P1.02 First FloorDrain/Waste Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
BLOWER DOOR- FINAL X CLOSEDCELLSPRAY FOAM 0
DUCT TESTING- PRELIMINARY n/a The HVAC System for this project is an engineered system. (Hydropic underfloor-no ductwork) a ELEV. I* INTERIOR ELEVATION P1.03 Second FloorDrain/Waste Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
SCALE:1/2"=1'-0" O P1.04 DWV Isometric 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
DUCT TESTING- FINAL n/a See Energy Code Inspection Checklist for items requiredfor IECC compliance. LEVEL/ELEVATION/DATUM DRAWINGNUMBER P1.05 Schematic Isometric - - 6/7/18
HVACEQUIPMENTAIR BALANCING n/a P1.06 Basement Plumbing Supply Plan - 6/29/18 6/7/18
GENERAL NOTES P1.07 First Level Plumbing Supply Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
P1.08 Second FloorPlumbingSupplyPlan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
P1.10 Plumbing Sections - 6/29/18 6/7/18
DOCUMENT OWNERSHIP: COORDINATION OF THE WORK: MISCELLANEOUS NOTES: Plumbing Schedules
ALL DRAWINGS AND SPECIFICATIONS PREPARED AS PART OF THIS COMMISSION ARE THE PROPERTY OF THE LOCALCONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WORKAND THE METHODS OF THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS,FRAMING,SHEAR P6.01 Plumbing Schedule - 6/29/18
evoDOMUS LLC AND WILL NOT BE TRANSFERRED OR USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSTRUCTION. WALLS, "X" BRACING,AND EXTERIOR LOAD BEARING MASONRY WALLS ARE COMPLETE AND ElectricalPlans
AGREEMENT. HAVE ACHIEVED DESIGN STRENGTH.CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN E1.01 BSMT Lighting and Switching Plan - 6/29/18 6/7/18
INTERPRETATION OF CONTRACT DOCUMENTS: STRUCTURAL STABILITY DURING ERECTIONAND CONSTRUCTION.TEMPORARY BRACING E1.02 BSMT Power Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
GENERAL REQUIREMENTS: SYSTEMSARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE. ALLANGLED E1.03 FirstFloorLighting and Switching Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
SHOULD DISCREPANCIES OR AMBIGUITIES IN, OR OMISSIONS FROM,THE DRAWINGS OR SPECIFICATIONS BE FOUND, WALLS ON THE FLOORPLANSAREAT45 DEGREEANGLE;UNLESS E1.04 FirstFloorPowerPlan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18
WORK PREPARED SHALL COMPLY WITH THE FOLLOWING: OR INQUIRIES RELATIVE TO THE MEANING OR INTENT OF THE CONTRACT DOCUMENTSARISE,THEY SHALL BE NOTED OTHERWISE. E1.05 Second Floor Li htin and SwitchingPlan 5 6/14/18, 3:28 --- YES 6/29/18 6/7/18
(1) PACKAGE CONTAINING BOTH SPECIFICATIONS AND DRAWINGS.(2)APPLICABLE STATE AND LOCAL BUILIDING SUBMITTEDTO evoDOMUSLLC AND WILL BE ANSWERED BY ADDENDA. SUCH INSTRUCTIONSAND OTHER ADDENDA g g
CODES AND THE RULESAND REGULATIONS OF GOVERNMENTAL AGENCIES AND UTILITYCOMPANIES HAVING ISSUED PRIOR TO THE DATE OF THE SIGNING OF THE AGREEMENT WILL BE CONSIDERED AS PART OF THE CONTRACT E1.06 Second Floor Power Plan 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18 Client:
JURISDICTION OVER THE WORK. DOCUMENTSAND BE BINDING TO THE CONTRACTOR. FINISHED SQUARE FOOTAGES ARE MEASURED TO THE OUTSIDE OF WALLS. THEY INCLUDE FireAlarm Plans
INTERIOR FIREPLACES AND EVERY LOCATION IN WHICH THE FLOORJOISTS PROJECT FROM E2.01 FireAlarm Plans 6 - YES 6/29/18 6/7/18 Paul and Leisa Sturm
INTENT OF THE CONTRACT DOCUMENTS THE FOUNDATION. 5044 Main Gore Drive S v
MANUFACTURER'S PRODUCTSAND FABRICATIONS: ElectricalSchedules
THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTIONAND COMPLETIONOF ALL MANUFACTURER'S AND FABRICATOR'S PRINTEDWARNINGS FOR HANDLING OF HIS PRODUCTSMUST BE STRICTLY NOT INCLUDED IN SQUARE FOOTAGES: 2-STORY ENTRIES,GARAGES,DECKS,PATIOS, E6.01 ElectricalSchedule 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18 Vail,Colorado 81657
THE WORK DESCRIBED OR AS MAYBE AMENDED.THE CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS, OBSERVED. ALSOAS PER LOCALCODES AND REQUIREMENTS. ALL PRODUCTSAND MATERIALS MUST PORCHES,UNFINISHED STORAGE AREAS, BASEMENTS, OR ANY OTHER UNFINISHED AREAS. E6.02 ElectricalPanel Schedule& Riser Diagram 5 6/14/18, 3:28 ... YES 6/29/18 6/7/18 Q)
Lot 2 Vail Meadows Filing No. I -p
EQUIPMENT, TOOLS,TRANSPORTATION,AND SUPPLIESREQUIRED TO COMPLETE THE WORKACCORDINGTO BE PROVIDED AND INSTALLED IN STRICTACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. IN Modular Company Shop Drawings
PLANS,SPECIFICATIONS, AND TERMS OF THE CONTRACT DOCUMENTS.THE APPARENT SILENCE OR OMMISION THE EVENTOF CONFLICT BETWEEN THE DRAWINGSOR THE SPECIFICATIONS AND THE MANUFACTURER'S ENERGY EFFICIENCY STANDARD: MC.01 Foundation Loading Plan 5 6/14/18, 3:28 ... YES Drawing: C.,)
OF THE CONTRACT DOCUMENTS AS TO ANY DETAIL SHALL BE REGARDED AS MEANING ONLY THE BEST RECOMMENDATIONS, NOTIFY evoDOMUS LLC AND OBTAIN CLARIFICATION BEFORE PROCEEDINGWITH THE WORK. MC.02 Steel Beam Loading Plan 5 6/14/18, 3:28 ... YES Cover Sheet N
GENERAL PRACTICE IS TO PREVAIL AND ONLY FIRST QUALITY MATERIALS AND WORKARETO BE USED. THIS HOME IS DESIGNEDTO MEET,AT MINIMUM, STANDARDS FOR AN ENERGYSTAR HOME MC.03 Foundation Structural Plan 5 6/14/18, 3:28 ... YES ce
DRAWINGSAND SPECIFICATIONS ARE CONSIDERED OF EQUAL IMPORTANCE. ANY CLARIFICATION REQUIRED GUARANTEE: AS PUT FORTH BY THE US EPA.CONTRACTOR SHALL FOLLOW ALL GUIDELINESAND MC.04 Foundation Hold Downs 5 6/14/18, 3:28 ... YES E
BETWEEN THE TWO SHOULD BE ADDRESSED VIA A REQUEST FOR INFORMATION (RFI.) CHECKLISTS AS REQUIRED TO MEET THIS STANDARD. MC.05 Braced Wall Layout 1st Floor 5 6/14/18, 3:28 ... YES v L
THE LOCALCONTRACTOR SHALL GUARANTEE THAT ALLWORK PERFORMED UNDER THIS CONTRACT SHALL BE FREE MC.06 Shear WallConnections 1st Floor 5 6/14/18, 3:28 ... YES Scale: z =
WORKMANSHIP: FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETIONOF ALL MC.07 Braced Wall Layout-2nd Floor 5 6/14/18, 3:28 ... YES v
WORKAND THAT ALL DEFECTS ARISING WITHIN THIS PERIOD OF TIME SHALL BE CORRECTED, REPAIRED, OR MC.08 Roof Structural Plan 5 6/14/18, 3:28 ... YES a V)ALL WORKMANSHIP SHALLCONFORM TO ALL APPLICABLE BUILDING CODES,ORDINANCES,AND ACCEPTABLE REPLACED WITHIN 30 DAYS OF NOTIFICATION OF SUCH DEFECTS BY OWNER OR evoDOMUS LLC. Phase:
BUILDING STANDARDS. THE CONTRACTOR SHALL PAY FOR ALL PERMITSAND FEES. MC.09 Shear WaIlConnection -2nd Floor 5 6/14/18, 3:28 ... YES
LIABILITY INSURANCE: MC.10 First Story Structural Plan 5 6/14/18, 3:28 ... YES CONSTRUCTION
CONSTRUCTION DEBRIS:
teas: MC.11 Second Story Structural Plan 5 6/14/18, 3:28 ... YES
THE LOCALCONTRACTOR SHALL PROCUREAND MAINTAIN,AT ITS SOLE EXPENSE, INSURANCE(NAMING evoDOMUS, Basement= 2,684 sf MC.12 Roof Structural Plan 5 6/14/18, 3:28 ... YES DOCUMENTS
THE LOCALCONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXCESS DIRTAND DEBRIS FROM THE evoDOMUS AFFILIATES AND, IF REQUIRED, OWNER AND OWNER'S LENDERS,AS ADDITIONAL INSURED)IN SUCH MC.13 Section A-A With Details 5 6/14/18, 3:28 ... YES
EXCAVATION, DEMOLITION,AND CONSTRUCTIONAS REQUIRED; INCLUDING ANY DEBRIS FROM AMOUNTS AND FOR SUCH COVERAGES AS FOLLOWS: (a)COMMERCIAL GENERAL LIABILITY COVERAGE OF$2,000,000 First Floor= 2,305 sf MC.14 Flitch Beam Details 5 6/14/18, 3:28 ... YES Sheet Number:
MANUFACTURER. EACH OCCURRENCE (INCLUDING PRODUCTS/COMPLETED OPERATIONS AND PERSONAL AND ADVERTISING INJURY Second Floor= 2,375 MC.15 Balcony Wall Connections 5 6/14/18, 3:28 ... YES AO
0.00
COVERAGES IN THE FOREGOING AMOUNTS),WORKER'S COMPENSATION COVERAGE AS REQUIRED BY STATE LAW(BUT ' MC.16 Balcony Wall Details 5 6/14/18, 3:28 ... YES /`1
ON-SITE VERIFICATION: NOT LESS THAN$1,000,000),AND AUTOMOBILE/HIRED AND NON-OWNED LIABILITY WITH A$1,000,000 COMBINED
SINGLE LIMIT,OR (b)AS REQUIRED BY THE CONTRACT DOCUMENTS,OR (c)AS REQUIRED BY evoDOMUS'S INSURER,
THE LOCALCONTRACTOR SHALLVERIFY ALL DIMENSIONS AND SITE CONDITIONS PIOR TO COMMENCING THE WHICHEVER (a),(b),OR (c) IS HIGHER (AS TO AMOUNT)AND BROADER (AS TO COVERAGE TYPES). Total = 7,364 sf
W I�IQt g J ED DIMENSION IS NOT SHOWN,CONTACT evoDOMUS FOR MORE INFORMATION. Sheet Size: —
24" ze 36" " I
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' / 8590 / Cleveland,OH 44109
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\ Phone : (216) 772-2603
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/ 1 112.112:‘-- / ,/ Original issue Date of Permit Set:
�/ 0 m / 08-25-2017
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Z „Z6„ Revisions: Date printed: 6/25/18
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X N 9 / Gross Residential Floor Area Client
� �� ®`�- Rjm' s , Paul and Leisa Sturm
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_ Lot Size 22,408 sft 5044 Main Gore Drive S N
-17e. .410-
\ �-9��� .0 N / �� \ Vail,Colorado 81657 C
n \ N Allowable Buildable Area a)
� �� Ute, e � / 0.46 x 10,000 = 4,600.0 sf Lot 2 Vail Meadows Filing No. I -p
�/, N 4- 0.38 x 5000 = 1900.0 sf Drawing y
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0.13 x 7408 = 963.0 sf Site Plan w/ Cf ane Logistics
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8594 1, -0 P -. Total buildable area 7463.0 sf
' Proposed Buildable Area Scale Z
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'4. r First Floor Main 2649.5 sf o
• N -,,j A Below Grade Deduction -801.0 sf
% P: 9' deduct garage 993.9 sf Phase
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/ • 854.6 sf CONSTRUCTION
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/ Second Floor Main 2,305.3 sf DOCUMENTS
2 ' Third Floor Main 2,374.7 sf
— — -- _�s. // Total Main 5,534.6 sf Sheet Number:
A0.0 I
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Total
First Floor Secondary 1,036 sf
Sheet Size: ?
Site Total proposed area 6,570.6 sft24" x 36" a j)