Loading...
HomeMy WebLinkAboutB17-0320_1701_Berger_Deck-Building-Permit_09-14-17_1507734660.pdf -11 NOTES - GENERAL SHEET INDEX } Is 1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL Project Ad d resS AO.O COVER, SITE PLAN �� Aim ' GODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST ILC IMPROVEMENT LOCATION CERTIFICATE _ 1111 P,I STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. 5166A Black GO re Drive _ ZAN 1q A2.2 PLANS, DETAILS 2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND Vail, CO 81657 A3.1 ELEVATIONS, SECTIONS, DETAILS _ 10111117 SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. THE GENERAL CONTRACTOR Si STRUCTURAL PLANS, ELEVATIONS, _ * (G.G.) SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. Parcel Number: 20gq-182-12-012 DETAILS, NOTES * • 3 IT IS THE RESPONSIBILITY OF THE G.G. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY IF CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE Subd ivi5 ion: Gore Greek Subdivision Block ,• ":'' ii .,5c... . CONTRACT DOCUMENTS (CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES • _ • r41114111411*Z $„� APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT IS THE 1 , Lot 4N Air • +r RESPONSIBILITY OF THE ARGHITEGT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING , {� DESIGN INTENT WHERE IT 15 ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. A rAppir i nl 4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE Owner -ra. 17 W co co ,_ SPECIFICATIONS SHALL TAKE PREGEDENGE, UNLESS A WRITTEN DECISION FROM THE ARGHITEGT US 6 U � U N �o o• o HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR 51 SSA Black Gore, LLC 1� �� MATERIALS. X 5 DIMENSIONS: A)ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B)ALL PLAN G/O: Bruce Berger - co 1 0 0 DIMENSIONS ARE TO FAGS OF CONCRETE, FACE OF STUD, AND CENTER LINE OF GOLUMN/BEAM, ■ ■ mU.O.N. G) FLOORTOFLOORDIMENSIONSAREFROMTOPOFPLYOODSUBSURFACETOTOPOF 2 GhIttenden Lane \IVith .� 16 �,� 7 0o cN 0 PLYWOOD SUBSURFACE, U.O.N.; D)VERIFY IN FIELD (V.I.F.)ALL EXISTING CONDITIONS DIMENSIONS, the exception of thepost base and horizontoI dec rra i t •`�y�,� -cLOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. OwIngs I"IIIIGJ, MD 21117 4105p VO, 4,016 0 �� to 6 THE G.G. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE ■ ■ in � CI a- } - o c ARGHITEGT FOR REVIEW AND APPROVAL BEFORE THE WORK 15 TO BE PERFORMED. WORK the deck shaII match the ad acent un �t deck �� • E o) SHALL CONFORM TO THE APPROVED SAMPLES. 144sc) cn l THE G.G. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARGHITEGT FOR REVIEW AND Designer terdlif � • 0 0 ( •0 APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE m pp design shop inc. terms of materials , color and style . PROJECT LOCATION1,,,,A,....4,/,,,appai • Al r v APPROVED SHOP DRAWINGS. 6 \. 8 THE G.C. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES Michael Pu kas 5166A BLACK GORE DRIVEew .-IF ' ^ a DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, ANDO% v I a FOR THE PROTECTION OF ALL WORK UNTIL IT 15 DELIVERED COMPLETED TO THE OWNER. '0+ Lo PO Box 288 o• E 9 THE G.G. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND - WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELEGTRIGAL (q70) 3q0 4cI31 \ � DRAWINGS. di i• 10 THE JOB SITE SHALL BE MAINTAINED IN A GLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND michael@mppdesignshop.com - FOUND PIN & CAP I fy 70 I CD 0 LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB-CONTRACTOR SHALL L.S. NO. 26598 a• REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF ' ' ^ HIS/HER WORK. v I 11 THE G.G. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION General Go n t racto r / Ordi f' ci) U FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER ANY EXISTING CONDITIONS OR OTHER WORK. BZ Construction / \ � , E •' 12 THE G.G. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT Brian Za i k i s FIXTURES, ELECTRICAL UNITS, A.G. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS \ LIIIIIIIIIC REQUIRED.LGO (q70) q04-520q 13 ALL CONSS TRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE \ CL CONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE zaikis@comcast.net z' EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED �g c). \ �.L n ON THE PROJECT PROPERTY. \ 14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED \ ON-SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. Structural Engineer APPROXIMATE LOC AT ON OF \ 15 AS-BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN/COUNTY, IF REQUIRED. 100 YEAR FLOODPLAI \' 00 16 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. Ewing Engineering, Inc. z (SEE NOTE 2) \ `�' W 11 ALL INTERIOR NON-BEARING ALLS TO BE 2x4, U.Q.N. Albert Ewing \ 15 ALL INTERIOR BEARING WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DING'S FOR SPEC'S f \ 19 ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S PO Box 2526EDGE OF \ 20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N. \ 50' STREAM \ 21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N. Vail, GO Si658 / SETBACK \ -� WATER \ \ 22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O. (170) 4-71-0124 ! S \ 23 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. / \ \ \ \ ewing-vail@Gomcast.net - \ \ \ ,;0 �y NOTES - GENERAL SITE /�° '� S6,° I — 1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH Land Surveyor 7 `/ 02,29„Ei \ a-,--,/ n__;_______\ CENTERLINE OF 10' OLY C ROSS ( \ \ CFF TOWN/COUNTY GUIDELINES. ` 3483 ELEC TRIC A OSCIATON, INC. \ '9S 2 THE CONSTRUCTION LIMIT LINE IS THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR Peak Land Consultants, Inc. / ` EASMENT (REQ EPTIONAT No. 730138) / \ �F�T VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE \ \ WITHOUT APPROVAL OF THE OWNER AND THE TOWN/COUNTY. Brent Biggs t,D \ -------___----------\ 3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, ///3?' ` __ \ \ \ \ \ UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT 1000 Lions Ridge Loop, Suite 112 / \ ----- \ / THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. \d• \ 4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT Vail GO 81657 / \O, \ S LOCATION. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES V \� EAGUE RIVER WATER AND \ \ \ \ \ OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER (q70) 476-8644 / \\ SANITATION DISTRICT EASEMENT \ \ CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE \S> (AEC\TION No. 751629) \ \ U LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE brent@peakland.net / �' (HATCHED AREA) \ \ f� THREAD OF C REEK \ 0 RESPONSIBLE FOR ANY DAMAGES TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. / \ \ \ RESTORATION OF ANY UTILITIES DAMAGED BY THE GENERAL CONTRACTOR SHALL BE AT THE / \ \SgO� '31"W __22,84: EXISTING STRUCTURAL GLU-LAM\ \ \ CO GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. / 3�-- T \ \ BEAM AT PERIMITER OF DECK TO 5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPEGIFIGATIONS FOR SEWER / cL) 0CONSTRUCTION. PROVIDE SEWER CLEANOUT WEOUND No. 5 REBAR BUILDING BE REPLACED (TYP). ITH LOCATION TO BE REVIEWED BY TOWN / \ \ ENGINEER. EDGE OF ASPHALT DRIVEWAY WITH ALUMINUM CAP SETBACK / \ \ \ 6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE L.S. No. 30091 2 / I \\ \ \ \ \ APPROXIMATE LOCATION OF \ e N ,2 CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION. Op I \\ \ \ \ \ 00 YEAR FLOODPLAIN \� V C 7 ROAD GUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-WAY SHALL CONFORM TO TOWN I \ \ (SEE NOTE 2) FOUND 5.0' W.C. o — GUIDELINES. \ \ \ / \ \ , ON, No. 4 REB AR S ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE / ®®�♦ \\ Z \o \ \ WITH ALUMINUM CAF /� N GEOTECHNICAL ENGINEER. / ►��0®® \\ \� \ / IL.S. NO. 16827 (��/] cl PROVIDE / ® \ \ \ PEDESTRAIN EASEMENT ALONG \ — ," ..--- IMPROVEMENTS. NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE • f►���♦;®;®;®;®,® ® ��� �♦ �♦���♦♦' \\ \\ \ \ \ C?-' \ - PREVAILING SOUTHWEST BANK OF 500 : nl N '' / ♦® ® ® ® � ® ®♦ ♦® \\ \`s, \ \ _ MAIN GORE R E CREEK (PER PLAT) > nn`` 10 GONTRAGTOR(5) SHALL TAKE ALL NECESSARY STEPS A5 REQUIRED TO PROPERLY PROTECT \(5.c 1 WAND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT. 'n / ♦ ® ® ® ® ® ®♦ ♦♦♦♦ ♦® ♦♦ ® ®♦� \\ \�_ I • •— I 11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING, ®®®®®®®®®®®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®®®®®®®♦♦♦♦♦♦j \ \\ r- ( , a cN L- \ \ TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S 5 REB AR / ® ® ® ® ®♦♦♦♦♦♦♦♦♦♦♦♦♦®OO® � ♦' -1n` RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO \IUM C AP / ♦®'®'®,®'®♦♦♦♦♦♦♦♦♦♦♦♦♦♦,®®O®®®®,®®,®� \ \\ o� \ \<-,, I U) 0 O PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. o. 30091 ® ® ®♦♦♦♦♦♦♦♦♦♦♦♦♦ ® ®® ® ® \ \ o N 0 12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. ®7® ® ® ♦ ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®®®♦♦♦♦♦♦♦♦♦♦ ♦♦®� \ \ \ \ / \ I Ce 0 " 0 13 GONTRAGTOR(S) SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. \ ►®O®®®®®j♦j♦® ®♦j♦j♦j♦j♦j♦j♦j♦j♦j♦j♦j♦®�®�®♦j♦j♦j♦j♦j♦j♦®O EXISTING WOOD COLUMNS TO BE nn,, / I ��®®�®®®♦®®® ®®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®®®♦♦♦®�♦♦♦♦♦♦♦♦♦®®�®� REPLACED IN SAME LOCATION. \ / I o W 14 CONTRAGTOR(5) SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLS / ►♦® ® ® ® ®OO® ® ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦® ®♦♦♦♦♦♦♦®♦♦♦♦♦®♦� \ 5.00 AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARGHITEGT PRIOR TO PROCEEDING \ cn ►♦♦♦®,® ®® ®®®®®®®®®®®♦♦♦♦♦♦♦♦♦♦♦®®®®♦♦♦♦♦♦♦♦♦♦♦®,♦®®♦♦♦ \ EXISTING CONCRETE PIERS TO BE D WITH THE WORK. oo / I ♦♦♦® ®®®OO®®®♦♦®,®,®,®♦♦♦♦♦,®♦♦♦♦♦♦♦ ®®♦♦♦ CUT DOWN TO 1" ABOVE CONRETE I n, U \ I ►�♦♦®��♦®®0000®♦♦♦♦♦®® ® ® ®♦♦♦♦®��♦�♦�♦�♦�♦�♦�♦�♦♦®® ®♦♦� PATIO SURFACE (TYP). \ \ i t') W 15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE oo / ►®®♦♦♦♦®® ®®®®♦♦♦♦♦♦♦♦®®®®®®®®®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®♦♦®®®® \ 1 I rn 0 (7) S oc• • ®®♦®♦♦♦♦♦♦♦♦♦®®�i�♦♦®®®®000®®®®®®♦i�♦�♦�♦�®®� �®0®♦iiiiii♦®�i�®� � \ \ \ / 5 D m ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 1 • ® ♦♦♦♦♦♦♦ ®♦♦® ® ♦ m 16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS a o 0® ® ♦♦j♦♦�j♦j♦♦ ® ® ®®O®® ® ® ® ♦♦j♦♦j♦®®® ®®�♦♦j♦j♦j♦♦�®♦�♦j♦�♦j♦®�®� \ \ "F, \ I \ (3)0) ozz OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS 4 Q ♦®®®®®®®®♦j♦♦,®®,®®,®®,®®♦® ® ®0®®®®♦♦♦♦®®®®®®®®♦♦®®♦�♦�♦�♦�♦�♦�♦�♦®®� DO \ \ \ �_ OTHERWISE NOTES. 4 ♦♦♦♦♦®®®® ® ®�®�®®®�♦ ♦♦♦♦♦♦♦♦♦ \ /Co \ \ I �' , a ♦ ♦♦♦♦♦♦♦♦♦ �' ° a ♦♦♦® ® ®® ® ® ®♦i� EXISTING BUILDING FOOTPRINT ♦♦i♦i♦i♦i♦i♦i♦i♦i♦ \ \ \ \ I z n 1 �p . U 0 11 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE ♦� ♦♦♦♦,®® ®®�®�♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I /rx C,: 20.00 J IN GRADING DETAILS. I ♦�♦�♦® ® ®♦�♦�♦�♦�♦® NO CHANGES • ♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ i I �O — L- -0 J 00 01 a ���♦♦♦®®O®OO®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ® ® ® ®♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 \ \ 0 0 D 1,5 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND I ♦♦♦® ® ®OO®®®♦��j���j���j���j���j���♦♦♦®♦®♦♦♦♦♦®♦ �♦.:��®®�®®����®®�®♦��j���j���♦ — —� I CCILO \ MINIMUM SLOPE OF 2% IN PAVED AREAS. ♦®®®®®®®®®®®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®I®I♦♦♦♦® ®♦♦♦♦♦♦♦♦®®♦♦♦♦♦♦♦♦®®♦♦♦♦♦♦♦®�♦♦♦♦♦♦♦ \ \ \ \ \ \ / (n 19 GLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY44 ®®®,®®,®®♦♦®®,®®,®®♦♦♦♦♦®6♦♦♦♦♦♦♦♦®®®®♦®®®®,®®♦♦♦♦®®♦♦♦♦♦®®♦♦♦®®♦♦♦♦♦� SEWER SERVICE. Q I ®® ♦♦♦♦♦ ®,®,®♦®,♦♦♦♦♦♦♦♦♦♦♦®®0®♦♦♦®® ♦♦♦♦�♦�♦®�®♦♦�♦�♦�♦®O®♦�♦�♦�♦�♦��♦ \ 1 \ I EO U N D No. 4 R E B AR 5.00 -�� ®♦♦♦♦♦♦♦® ® ♦♦♦♦♦♦♦♦♦♦♦♦ ® ♦♦® ♦♦♦♦♦♦® ♦♦ ®® ♦♦♦♦♦, ER TY LINE WITH ALUMINUM CAP 20 CONFORM TO TOWN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET Q ®♦♦♦♦♦♦♦♦♦♦® ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®♦♦® ® ♦♦�♦♦♦♦♦♦♦®®♦♦♦♦♦®♦♦♦♦♦♦♦ \ -POP P \ I # Description Date L.I a ®,®®♦♦♦♦♦♦♦♦♦♦♦,®®®®,®®,®♦♦♦♦♦♦♦♦'®®♦♦♦ ®,®®,®♦♦♦♦♦♦♦♦♦♦,®®®♦♦♦♦ ®,®♦♦♦ \ I 1 0 \ 20' ROADWAY EASEMENT WEST S. N 0. 168 2 7 1 DRB Submission 08/21/11 MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN 4 SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERV ICE AND ASSOCIATED LINES. NEW 1 a \ ® :::::::::♦;®® ®,®,®,®♦:♦®,® ®,®,®♦::�:�♦;®® ®®®♦� 1 �` \:-3() \ III 9CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL a OF HIGH WATER LINE OF CREEK i 3 Buildin Permit 09/14/11 1 a a ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦jj ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦j ♦ j♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ (PER PLAT) LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS 1 r�♦♦♦♦♦♦♦ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®®O®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®� ® ♦♦�♦�♦�♦♦♦♦♦♦♦♦♦�O®® 1 \ DIRECTOR. — ��♦�♦�♦�♦�♦��♦�®�������� ♦♦ ♦®®.►®�♦ . ���C���♦♦�♦♦--- , . \ 21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION, ♦♦♦®®♦♦♦®®® ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦® ® ♦®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�®♦♦♦♦♦♦♦®® \ LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN/COUNTY AND SERVICE PROVIDERS C I ® ®♦♦♦♦♦♦♦♦♦♦♦♦♦ ®®®®♦♦♦♦♦♦♦♦® ♦♦♦♦♦♦ \ \ / IN ADVANCE. \ 1 . �® ♦♦♦♦♦ ® ® ♦♦♦♦♦♦♦♦♦♦♦♦♦♦0®�♦♦♦♦♦♦♦�®♦♦♦♦♦♦♦♦ ,� 1 ®♦i♦i♦i♦i�1`®0®®♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦®®♦®®®®♦i♦i♦i♦®®♦♦i♦i♦i♦i♦i♦i♦i♦i♦ \ NOTES - ENERGY GORE \ IIItISi* .♦.,.,.,.,®.,.,.,.®,.♦.,.♦.,.♦.,.♦®®'♦'♦'♦'♦'♦'♦'♦'♦'♦'♦'♦ \ \o ♦♦♦♦♦♦♦� �♦♦♦♦♦♦♦♦ �♦� � ♦♦♦♦♦♦♦♦♦ z_ ®®®moi'iii'iii'iii'iii'ii'i��i�i'iii'iii'♦®�♦®®�®I♦'iii'iii'i�♦®®i�i'i�i®�®�®♦�i'i�i'i�i'i�i 'I-° I to \��� ENS INTERNATIONAL GC ECOMPLY ITH ALL REQUIREMENTS SIDENTIA CODE, AND� THE 2015 E 2015 ENERGY GON�RVATNAL BUILDING CODE,CODE, WELL AS15 I \ 1 a a a a ® ® ®®®♦��®®®®���������������®®�®®�®®♦��������� 1 I 0 \ \ i / �PS�� ANY AMENDMENTS ADOPTED BY THE TOWN'S AND/OR COUNTY'S SUSTAINABLE BUILDING CODE... \ Q \ ®,♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,®®,®®♦��♦;®®®����♦®O®♦♦���♦�♦�♦�♦�♦�♦�♦�♦�♦�♦®�®®�®♦♦�♦�♦� @ \ \\ \ - NPC2- CLIMATE ZONE 6B \ 1 C 3 a Q a ®®;®®;®♦:::::::::::��®;®®,®®®��®,®®,®®®��®®®®�j®®;®♦:::�:�:�:�:�:�:�:�:�®®�®®�®®♦�: �: 1 \ \� , l SRP FENESTRATION U FACTOR 0.32 CEILING R-VALUE 49 I a ® ® ® ® ♦♦♦♦♦ ® ®♦♦ ® ®♦♦ ®♦♦♦♦♦♦♦♦♦♦® ® ♦♦♦♦♦♦♦ ® ® — — z 1 \ ° a ♦ ® ® ® ®♦♦♦♦♦® ® ♦♦♦® ® ♦♦♦® ♦♦♦♦♦♦♦♦♦♦♦♦ ® ®♦♦♦♦♦♦♦®�®�®®�®®®®��i�i�i V 1 0 1701 WOOD FRAME WALL R-VALUE 20+5 OR 13+10 I ♦♦♦®I®®®®®®®♦®® ♦®i�♦♦®®®®i�♦♦®®i�♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ®® ♦i♦♦®®®®®®®®®®®®♦i�♦ \N \ Project Number: MASS WALL R-VALUE 15/20 \ o BUILDING ♦♦♦♦♦®®®®® ®♦ ♦♦♦'®®'®® ♦♦,®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦® ®®�®®�®®�®♦♦♦♦®�®®�♦ 1 8 \ i / Drawn un b m FLOOR R-VALUE 30 I I S E TB AC K 4 ♦♦♦♦♦® ®®O®®®®♦®®® ® ® ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®®®®O®O®® ® ®♦�♦�♦�♦�♦�♦�♦®®®� y pp BASEMENT WALL R-VALUE 15/1c1 -CONTINUOUS/FRAMING CAVITY I ♦♦♦♦♦j�♦® ♦�®® ®®®®®♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦® ®®®®®OO®♦ ♦♦♦♦♦♦ ♦ 1 \ / Checked b mpp \ a Oi♦♦♦♦♦♦®®♦♦♦♦♦♦♦®®®® ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®O®®®®®®�®®®®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ y PP SLAB R-VALUE AND DEPTH 10, 4FT N 45°a 7'42"W ♦♦♦♦♦♦♦®♦♦♦♦♦♦♦♦®OOO®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦® ® ®♦♦,♦♦�®®®O®�®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ CRAWL SPACE WALL R-VALUE 15/13 CONTINUOUS/FRAMING GAV ITY 1.80' a ♦♦♦♦♦®®♦♦♦♦♦♦♦♦®®®® ®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦®®®®®®♦♦♦♦♦♦♦♦®®�®`® ®®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ i \ HEATED SLAB ON GRADE R-VALUE 15/19 1 ® ® ®®®O®O®,®,♦♦♦♦♦♦♦♦♦,®®'®® ...,®®®,®®,�,®®®�,®, ��i���i�i�i� 1 , GOFER SITE PLAN I _ FO:--ND No. 5 REB AR 1 I 1 I I ,g/ WITH ALUMINUM CAP \ , L.S. No. 30091 1 C4 I + r 50' STREAM I C 1 � I_______\-------H4 SETBAICK i _ 0 s89° 04'36"W 28.75' GRAPHIC SCALE FOUND No. 5 REB AR I - • • WITH ALUMINUM CAP N00° 55'24'W 5.00'-1 I I o 0 5 a 20 40 L.S. No. 30091 UTILII DRAINAGE EASEMENT 29.00= — .� 25'� — cn ( IN FEET ) 0 , AO . 0 0 1 inch = 10 ft. ACCESS & UTILITY EASMENT / (RECEPTION No. 716062) SITE PLAN . \ (SHADED AREA) 0 1," = 101-O" / FOUND No. 5 REB AR EDGE OF ASPHALT DRIVEWAY WITH ALUMINUM CAP L.S. No. 30091 Scale As indicated ... 44111611 OF'VA 44 L . 1 #lits, c7,2= ) ,1111144.. IQOYO PEAK LAND CONSULTANTS, GLC. , PEAK LARD E C'XI, NC. 970-41:70-M14 FAX 07>-.176-a* 1000 LK1f3 F'LOOP VAS,CO£^'..47 / .1 ` FOUND PIN & CAP ,------ L S NO 26598 GRAPHIC SCALE REED SEP 0 5 2000 10 0 L5 10 20 40 CURVE TABLE 1 \--II .._. ----4 ' _ CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA 0.,6 I \ Cl 113 17' 39.50' 19 96' 39 30' N61'23'00"E 20'00'00" I \ C2 65.00' 7 11' 3 56' 7 10' 503'07'56"E 615'52" 1 \ ( IN FEET ) PPROXIMATE LOCATION OF 1 inch = 10 ft C3 55 00' 43 64' 23 04' 42 50' S22'43'51"E 45'27'42" i 100 YEAR FLOODPLAIN C4 35 00' 27 77' 14 66' 27 05' S68'11'33"E 45'27'42" \- (SEE NOTE 2) 5 0 °V / \ ii \ LOT S 0 50' STREAM \ ` EDGE OF \ S �• r�� �O �• SETBACK \ 1 \ �— WATER \ <O HEATHER CF VAIL F if 4/ v ch in r-1 Q -J ' \ \ \ \ \ � \ rr � ` G� 3 \ � / v192' \ �� , . PTA riln .,..00,1 0 \ vF0 c)t- . s ,„. \\ \ / 1 \ \ \ �•�. \ r4 P Cin '11 C:44 t'32414 \ 09�� UTILITYEASEMENT �� \ \ \ (HATCHED AREA) \ \ \ ® Z \ .� THREAD OF CREEK • \ 1 _ 1284 Zi 1=4 �\ \ CD BUILDING 1.4 / \ ?, SETBACK 14 5' \ 1\ \ \ F \ \\ FOUND 5 0 W C DECK ' \ \. APPROXIMATE LOCATION OF ��_ No 4 REBAR 5 7' w \ \ 100 YEAR FLOODPLAIN \>< \ \ `t\ ` (SEE NOTE ' WITH ALUMINUM CAP C1 f `) L S NO 16827 `1I \ 5' PEDESTRAIN EASEMENT ALONG 5 11 5' 11 6' Q\ \ ' \61 \ PREVAILING SOUTHWEST BANK OF v. \ 0'� \ c'. 0 E., r4 0.1 r7,1 I MAIN GORE CREEK (PER PLAT) l \ ` ON 1 \ CD 1'4w R p �' �\ �G2Z \RIDGE = 85035 `� , \\ \ \ V:30 �a , m .....-d. al <4 7 72' 136' o o \ \ \c- \• \ �,4 5 \ \ O ��"'� en �� , m 2 0'it o 00 \ H / co cc o DECK o \ 1 \ \ z fTl - a r4 N 2 -STOR/ 't \ 0 C moi \ i WOOD FRAME DUPLEX J \ \ \, 1 rn ® I g 2' (UNDER CONSTRUCTION) \ rnGARAGE ELEV = 8573 5' v DECK \-6; u, \ O LOWER LEVEL ELEV = 8576 0' >,pv ` \ � \ , m (56.0} p UPPER LEVEL ELEV = 8586 5' \ .4) \ \ z 0 M V"- n. \ (.'° t''C° 1 N _ RIDGE = 8603 2' _ 4 0' 6 9' \ i \ ' \ I FOUND No 4 REBAR. 5 0' DECH 00 \ \• WISH A0 U16827 M CAP \ 20' ROADWAY EASEMENT WEST 1J OF HIGH WATER LINE OF CREEK ' Z � 8 6' � 1 1 1 \ (PER PLA?) ` / 1 \ 14 9 PARTY WALL ' I / O , 4 0' .\ / \ \ N A N T 5, { W ' 1 LOT 7s, \� I / / GE ER L 0 E \\ C o \ \ \ 1 '�' 0 5525 ACRES \ \ \ 1 \ / /- 1 BUILDING TIES ARE INDICATED IN PARENTHESIS 3 ` WOOD FRAME DUPLEX rn \ 5 0' 2 THE 100 YEAR FLOODPLAIN WAS INTERPOLATED FROM F E M A FLOOD INSURANCE F ADDRESS 5166 BLACK GORE DRIVE 2 -STORY Z \ ` I / STUDY DATED NOVEMBER 2, 1982 (AS SHOWN ON THE PLAT) \ 4 9 (UNDER CONSTRUCTION) I DECK \� �, \jam \ `• / EN 1 ��M 3 PEAK LAND SURVEYING, INC DID NOT PERFORM A TITLE SEARCH CF THE SUBJECT GARAGE ELEV = 8576 4' m `s 01- , �• / E�" PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD LOT 3 t m \\ LOWER LEVEL ELEV = 8579 0' 2 0 ��� \0�: ` / /�P\N��� O RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION VTF26878pATE WERE \ m RIDGE < sso7 s' —� , PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER 0 C3 UPPER LEVEL ELEV = 8589 5' a c" W ` \ ��{ & go' DATED FEBRUARY 25, 2000, AT 5.00 P M i 1 t m U' X40' , \v, •` / J , �r i , { W„ 1 \\ IV N A / '' V� 4 NOTICE rn 4 0' 1 , \� ` / jkZ ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED BUILDING cn RIDGE = 8605 3' I N 1 I I /- °0 UPON)ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU F'RST SETBACK f ' \ Sb-' DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT \ co I' 1 \ I IN THIS SURVEY N BE COMMENCN ED MORE THAN TEN YEARS FROM THE DATE OF 15 0' N45'27'42'W \ --14'.- 1 /\/ • LOT 8 1 80' - ' 54 2' 1 �' / VAIL MEADOWS, FILING No 2 I 1 _ �� D CK 1 el 9 9` l (35.9' (168') �� E � ` C4 21 8' I 50' K STREAM \ O \ �\ 15 O' (16 1') S89'04'36"'W - 28 75' — _._._ �.._. �� I 0 � \ IMPROVEMENT LOCATION CERTIFICATE o t >r i HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED '� N00'55'24'W - 5 OQ' ... ..�. ' \ FOR KC COMPANY UTILITY & DRAINAGE EASEMENT (54 2') 22 00' �,1.0 THAT IT IS NOT A LANDURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS (33 5') r rTj MPROVEME RELIEDT \ NOT TO BE LIUPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE Z ----- = - 5 0' S89°04'36"W — 121 .07 I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON (7 LOT 7 , LOT ` THIS DATE, 8/21/00 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE W cv ACCESS & UTILITY EASMENT 1 BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS o (RECEPTION No 716062) UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, `�' (SHADED AREA) / EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY c> EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED DRAWN. JF 0 co REVIEWED. SE DATE Srzs�ao -_--- �v .' , t� PLC JOB# 869 COLORADO P L A C ' +t. `;'" Q BRENT BIGGS ��� 4"' 4 t•.- '� DATE: 8/21 /00`�3Q • �t ems+°!- :.:-1.3t ;159, ; ..,)'1-' �" SHEET CD f,jilill• * " M i m TO i ; 691 rn co i rn tol0 0 cc \, ...„,*" OF 1,4, it,r, .1.. ..7,-:. ., iti, Jleco'el' L iiiii- 4 000 6 ci 5000 4 10/11/17 1/4" / EQ / • CO U CO TN C`7 O 0N f NEW WU WOOD POST O CI 000 11' - 10 1/2" 5' - 9" 11' - 10 1/2" • C" , O a— VERTICAL KNIFE PLATE J' X J' O ��V as O . 5- (L) i) METAL BASE PLATE1 I D D (T ••v, O O 4) - - -- ' Mn■i���■� 1 ■� e_, ■iii!11 �■ � \ r = Q � ■1 ■1 ■1 ■�I■ 1 m GUT DOWN TOP OF EXISTING CONCRETE PIER ■1 • • • ■ ■i■1� \ omil I■■'�I■■■i RIIII 1�■:1i % I.1■� 1■� 1■� 11■til■11�� �, -\ l a i _a BO . 3 j�,I� m 0) 4) ■�■1. EXISTING CONCRETE SLAB ■■■ ■■� .■■� .�IIMI ■ — — — — — — — — \ �/ ON GRADE - '111P .-■ ■ nn i - H ■1 ■1 ■11■ ■1 U d I ' oa EPDXY ANCHORING ADHESIVE, ,� ■ ■ ■3".,'� ■ ` , ♦♦♦♦♦♦ \ W — d SUCH A5 POWER FASTENERS 1.•,■ •• • Mil ■ l• Ago ♦♦ E A -1_, .4''. .L d a d PE 1000+OR APPROVED .I■ .I■ .I■ .I■ .1■ I .� • n° EQUAL; DRILL HOLES PER 1■■LE"..p`I1■■ I1■1■II■ � , `" P 9 a==' -° � MANUFACTURER'S SPEG'S. - - - e = � Q � � G - . G 9 EXISTING CONCRETE PIER • ■ MA •••® ♦♦ \ V iiirmE POST BASE ELEVATION SIDE ♦ I ■1or.imm -_.. (N) 8x8 COLUMN, ♦♦ ♦♦♦®�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �� a.. . I- . m CONTINUOUS (TYP) \ E„_ , ♦\ INE _MEN ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ MI EmMINI.—E=MIL 1 4 \ ♦ ■1171111.1111 = 1■,=�� ii#♦ ♦♦:♦:♦:♦♦ \ EXISTING 8X8 HEAVY TIMBER COLUMNS TO BE tom ■■■i ��i (N) 6x6 RAILING POST (TYP) ®♦♦♦♦ ♦♦♦ \ REPLACED IN SAME LOCATION; EXISTING 1 ■1■ ■■■1■M-■1■11 m CONCRETE PIERS TO BE GUT DOWN TO 1" �1�1■ I ■1■ I , Q ♦♦♦ 2' -0"/ \ ABOVE CONCRETE PATIO SURFACE (TYP) IMP . 11.11.1 • 16M1 M.MIMILMli h._ 1 101■■01M■1i 1i F • — — NEW WOOD POST 1211i17.11illk QI6■ E ■�E i EXISTING BUILDING ♦ v I■P ■1■1!�-■1■1!I-■ - ,:1!I■■:1!I■ I !I■ NO GRANGES ® 4' o" .� 0 3/4" THRU BOLTS I 1 ■1 1■ 1I I '� 0 LMETAL BASE PLATE !li?•!!iiIp I ■1■EXISTING BUILDING Ili■II� M•MIM. � ♦ • O ■mom ■om ■mom_■1 EXISTING STAMPED U N GUT DOWN TOP OF ■ ■ NO CHANGES .iIii ISG E PIER i:I �� — -- CONCRETE.1 ■1 ■I■INO GHANES0 ■•j■ ■■. ■ ai i t i _ „ O EXISTING STAMPED (N) 6X6 RAILING POSTS r 1 N •; z' a d e a " a EXISTING CONCRETE SLAB (N1') 4-- - • : 1 � - - - -.I -° ON GRADE CONCRETE DECK — ° d ri - I NO CHANGES I N MINI �� — — — - — — EC) 0 .— D — ` a a I�m im■I■ m■I a) o d a a- - - -, ` EXISTING CONCRETE PIER ■■1� ■■1M ,■1� NE 11 • •� W a a ■111•:■.I1M I !:• /w'�`\ Q 0. /L ,p d - -d� W n\ O LI .1c2.2 D o ISI C� POST BASE ELEVATION FRONT (N) 8x8 COLUMN, 04,- - 1 {- A. A. \ \ i 1 j ��� = 1'-0" CONTINUOUS (TYP) > 0 '� /:�♦ 4' - 2 /8"V.LF. O N 11' - "V.I.F. III 0 I- E ® • N ® _ EXI-,TING m 6 EXI'-TING ..I / 2 CT( 8 7D •0 7 m s ♦:♦♦ { 0 �O ' U O ♦♦v = z h in > eL v� , ,,.) 0, l 1/4" O / / / 3 5/5" / 3 5/5" / • 1 DRB Submission 05/21/1'1 � # Description Date V® ®®♦® 12' 11" V.I.F. 1/4" VERTICAL KNIFE ♦♦♦♦♦♦♦ EXISTING 3 Building Permit 09/14/11 PLATE A \ v v 1\ y \ —1]- _ — — — ' A — „ •••!,* v — ! — — A NOTE: ADJACENT UNIT I I ADJACENT UNIT GG TO MAINTAIN FIRE N SEPARATION AT EXISTING \ m 11*In NOT IN CONTRACT NOT IN CONTRACT PARTY WALL *44 r I 1 \ N N (11 N b'v Project Number: 1'101 Drawn by: mpp REBAR DOINELS Checked by: mpp WELDED TO BOTTOM OF BASE PLATE, AT OPPOSITE CORNERS PLANS, DETAILS -) POST BASE PLAN 3/4” DIA THRU BOLTS LEVEL 2 FLOOR PLAN 1 LEVEL 1 FLOOR PLAN 3" = 1'-0" IN/WASHERS AT EACH 1/4" = 1'-0" 1/4" = 11-0" FACE A2 2 • Scale AS indicated (E)CONCRETE 4 FLOOR CONTINUOUS BEAD OF iiiMitlit SHEATHING TO REMAIN POLYURETHANE ROOF 4 FLASHING r SEALANT, SUCH A5 TREMGO �~ F ��� *fir ���v VUL-KEM 116, LOCTITE PL 530, OR - • GALV STANDING � �• � � • ' ' / 5" / APPROVED EQUAL CAP• � �� �� --- . _ . . , . . . , . _ . . .i SOLID BLOCKING r - _ 10l11/17 �, ,L41 . I Teo. r-RIMARr r.CHIMNEY a I 1 1 �'-7i/�w CONTINUOUS SELF-ADHESIVE, I } 1 1 _ _ 1 1 1 1 I i • I I 1 t 1 ' RUBBERIZED ASPHALT/POLYETHYLENE f 1 - 1 , • I I _ I 1 - - - • 00 W -/ WATERPROOFING MEMBRANE, SUCH A5 '„ � COIII • CO BITUTHANE, OR APPROVED EQUAL; RE: r , U / • MANUFACTURER'S SPECS FOR PRIMING ; I� ■11 1111■■■■e■■e11■ ■■1.1�1■.1111M �■■■■I■�■e■I■■■�■�IMUI � ��.111E.�■�■■� �/ N �Q1 • SURFACES AND INSTALLATION • • • ■��1��1��111�1■®11■.11■�1■MIIII■ININIM■ ■�IIII�■�= 2Pr 111 �►1 '.�■1■-1 , , ' ' 'Cr U'- i■io■me®em®eummuumaim ummumom■■i■■mum ounim rr-, -R■-on■es■ .' F ' o 00 0 i®��■■■■et■e■■■■■m■■■���"��■�u■e�■e■■■u■e■■p1000 ■���e m o Q o • i 0.25” METAL ANGLE, POWDER COATED ��• � �� 5� ■■�■■��� ■��■■1�� �� � ■-1� illi NIIbli ���� � C CO r ._ ' �ae■3■e!■■!i■■11■e�■�bill��� ■11.11111wInd i; - . C o C 3/4" THRU BOLTS; DRILL PILOT ■e1�1■1�e1��1®e111■�e1 Iiiii" Q O •/I, -��■■11■1111U■■■1�e�111 , , NO CHANGES TO EXSTING BUILDING — N o � / HOLES AT METAL ANGLE A5 REQ'D. i - y- .. - , , . ! E :: . - - . . : , LO / 8x8 WOOD COLUMN �� `-f -, _ . , „ : '''' . . , . • . • . - . 0) 0 • 3" 3 3/4" I. 3 1/2" - _ / ® DECK_BEAM DETAIL 1 - , -----�,161 ---�� --�-� ''� I —I 11 = •- , o 3" = r W 1/4" I. , . . t 1 PRIMARY UPPER LEVEL 2x3 WOOD TOP 2x3 WOOD TOP RAIL • __ �. _ :. • , . \ 1001-er • a RAIL • . 1 . ' . - _ 7 - . ---r � I T I - ._ _. , .1 1 ,. • 04. . - . , ' . . 0 a 2x4 WOOD HORIZONTAL ' �•--fir - t BOARDS 2x4 WOOD ' , / ' '\ -_ � �. EXISTING COLUMNS, STRUCTURAL GLU-LAM HORIZONTAL BOARDS _ - / BEAMS AND RAILINGS TO BE REMOVED AND 4" 4" / X- � REPLACED 2x2 WOOD 7 J / / - - (MAX -TYP) (MAX -TVP) 2x2 WOOD VERTICAL / ' f 7/8" 1 5 1/2" �/8„ VERTICAL BALUSTERS (TYP) ' • j BALUSTERS _ N - Oo ti L_ z m i 6x6 WOOD POSTS- NOTCH @ 1 ' ' +' ,, BEAM 4 METAL ANGLE AS REQ'D 6x6 WOOD POSTS • • �' �w -' F 1 �� �_ # - 2x4 WOOD - ` t . . . - : , w, ,, .,:�"•, l ' • HORIZONTAL BOARDS ,' i' r ,,. Xl` h.` ..)C+�k EXISTING STAMPED i 2x4 WOOD HORIZONTAL _ . CONCRETE DECK % -DARDS ,4 _ •_ • • a , •^ `j '.� ,- PRIMARY LOWER LEVEL' Leve 12 = / _ Leve 12I .7.,-.1.• 110 - O \ 0.25" METAL ANGLE, POWDER COATED 110 - Oill �-"'" --l' ' 7 , 4 1 a ANGLE TO BE CONTINUOUS W/WELDED • ,f . . : - _� 1 ,e °., / CORNERS; INSTALL PRIOR TO INSTALLING — METAL ANGLE , ` {, - - - r y - .e • _ - - I • , �' ,a \ BEAMS AND POSTS — \ 1 F p por J1�/ (2) 3/4" THRU-BOLTS @ EACH POST; m \ DRILL PILOT HOLES AT METAL ANGLE r \ / } - C , G Fr NEW BEAM TO REPLACE _ •.+ , . .. AS REQ'D. \ /1 �t EXISITNG BEAM . , . j. / \ ill P/ -\ 's A• M NEW BEAM TO REPLACE U I EXISTING BEAM 3"3 3/4"- - FINISH NOTES: EXISTING EAST ELEVATION _o �� (N) 8x8 COLUMNS BEYOND; NOTCH 1. ALL NEW WOOD RAILINGS, BEAMS, AND (5 1/4" = 1'-0" ca— 1 1 1/4" COLUMN @ BEAM AND METAL ANGLE AS COLUMNS TO BE STAINED TO MATCH REQUIRED 3/4" THRU-BOLTS EXISTING 2. ALL NEW METAL FASTENERS TO BE PAINTED n) O EXISTING DECK FRAMING TO REMAIN TO MATCH WOOD STAIN AS CLOSELY AS W INTACT; PROVIDE NEW JOIST POSSIBLE C , (V �; HANGERS AS REQUIRED I �•/ NOTE: RE: TO STRUCTURAL C O v DING'S FOR ALL MEMBERS N SIZES AND FASTENER a) ,— D SPECS. (V � (i1 RAILING SECTION DETAIL RAILING ELEVATION DETAIL 4) CO - 1" = 1'-O" 1" = 1'-o" > r Q • — •L_ 0 u 0 a) H 1 4,0 B 4 (E3) G D0 G� 0 ce 00o N 0 L- � _Q U 1 1 1 1 1 0c0 o D 0 0) m0Z •7) Z l— - 1 I I I T W `_o •�NO � � -I I I I I I > O_ C� I I (6"3'..) I I I 1 1I 1 I I I I # Description Date 1 I 1 I 1 I 1 1 2x6 WOOD TOP RAIL 1 DRB Submission 05/21/11 3 Building Permit 09/14/11 I I I I I I I I I I I r I I I I I 1 I ii i , I 71 I I - I 1 , Level 2 Level 2II _ �! _ _ – _ – , 1 _ _I _ 1 _ Level 2 Level 2 dr 110' - O" 0 0 110' - O" E . ® i ' 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 , 110' - O" 0 0 , , 110' - O" r 11 "' m\ I I II II I� I I I I J I I I e 1 I I I I I I EXISTING 8X8 HEAVY TIMBER COLUMNS TO BE 1 I I I I REPLACED IN SAME LOCATION; EXISTING CONCRETE I 1 1 PIERS TO BE GUT DOWN TO 1" ABOVE CONCRETE PATIO SURFACE (TYP) Project Number: 1'101 4 e ; Drawn by: mpp I I I I 5 I I �2 2 Checked by: mpp 1 METAL BASE PLATE W/THROUGH BOLTS (TYP) 1 I 1 11 I 1 I X2.2 11 1 ELEVATIONS, Level 1 a Level 1 o I j ; I �4 0 100' - o" -1 100' - p° - I - - - J - - - - I ` - - - �. I -I - \�J - loo'Ye01' loo' SECTIONS, DETAILS III IIS III 1 1 1 I I I 1 A3 . 1 © WEST ELEVATION NORTH ELEVATION 1 1 EAST ELEVATION 1 SOUTH ELEVATION 1/4" = 1'-0" �J 1/4" = 1'-0" © 1/4" = 1'-0" O 1/4" = 1'-0" Scale As indicated svilti OF 4f ie IA Z4. I SIS All in Vj 10/11/17 BERGER RESIDENSE at 5166A BLACK GORE DRIVE, IN VAIL, COLORADO 81657 DESIGN CRITERIA STRUCTURAL WOOD FRAMING: �I 000 Roof Snow Load (Elev. 8600) 80 psf a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas `t Roof Live Load 20 psf Fir-Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Roof Dead Load 20 psf Douglas Fir-Larch #2. Floor Live Load 45 psf b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. Floor Dead Load 20 psf c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 Deck Live Load 60 psf studs per plan and shall be nailed together with 2 rows of' 16d nails @ 6" on center along I Deck Dead Load 20 psf each stud. • Seismic Zone B d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of C, N Exposure C 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at CO +' ._Wind (3 Second Gust) 105 mph 24" on center. DQ 4) IBC/IRC Edition 2015e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed L() C directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. u) +; f. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a C.. . treated 2x6 bearing block, Provide Si" clearance around end of' wood beam, Block Z W 00 L() U against sides of beam pocket with treated 2x blocking to provide lateral support for i--° 0_ C� U GENERAL REQUIREMENTS: beam. \5:, +� \ c24 0) g. Within floor joist spaces beneath solid or built-up columns noted on plans, blocking of area 6-3/4"x 12" GLULAM w O a. Structural erection and bracing: The structural drawings illustrate the completed equivalent to column above shall be provided. Door or window trimmers consisting of a \ w — 0 single stud do not require special blocking in the joist space. O structure with all elements in their final positions, properly supported and braced. The A © \ 0 U h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing O U contractor, in the proper sequence, shall provide shoring and bracing as may be required I LINE OF STAMPED CONCRETE PATIO i--° r1 �\ duringconstruction to achieve the final completed structure. Contact structural engineer Schedule" on the drawings (2003 IBC Table 2304.9.1). ^ N l�J p g i. Bolts used for wood framing connections shall be installed with standard washers and nuts, \� (BELOW) Q for consultation (not in contract) as required. 0 Lf) r U j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Z b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, \ c N O steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, Company shall be used to join rafters, joists or beams to other beams at flush-framed W J conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize X manufactured wood joists and glue-lam beams to engineer for review prior to fabrication. \ W O This review is for general compliance with the intent of the structural design. The type U or type HU hangers of' a size specifically designed for the member supported, as 0 U . . shown in the manufacturer's published tables. Contact structural engineer for details as +, �p W CP architect and/or contractor are responsible for checking quantities, dimensions andZ Z coordination with other trades, required. c. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, k. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall \ Q O be ripped to match the width of the wall or beam flange. Nailer plates supporting top framing, foundation and anything else that may affect the work shown on the drawings. - - - I - - - - - - - - - Underpinning, shoring and bracing of existing structures shall be the responsibility of the flange hangers from one side only shall be installed flush with the face of wall or beam \ Q contractor, flange at the hanger locations. d. Dimensions: Check all dimensions against architectural drawings prior to construction. Do I. Manufactured joists shall be from an approved manufacturer and shall be equivalent in a) \ not scale drawings, load carrying capacity and deflection criteria to plan joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as �' e. Construction practices: General contractor is responsible for means, methods, techniques, - - - - - - - 1 - - - - 410 sequences and procedures for construction of this project. Notify structural engineer required by the manufacturer. Q, \ m. Prefabricated trusses shall be designed by a Colorado registered engineer to support the x of omissions or conflicts between the working drawings and existing conditions. Coordinate d' requirements for mechanical/electrical/plumbing penetrations through structural elements full dead and live loads of the roof, ceiling, and any other superimposed loads. The +� N.. \ fabricator shall determine web arrangement and member forces. Load duration factor for with structural engineer. Jobsite safety is the sole responsibility of the contractor. All g t I methods used for construction shall be in accordance with the latest editions of the snow loads is 1.0. Calculations and shop drawings shall be submitted to the I I 11 C) \ Ci] :,..5 IBC/IRC. architect/engineer for review prior to fabrication. The truss manufacturer shall specify rG all truss-to-truss connections. Temporary andpermanent lateral bracingof trusses shall r t a f. Details not specifically shown on the drawings shall be constructed in a manner similar to p y y \ a the details that are shown for like conditions. These items shall be brought to the be installed as required by the truss manufacturer. attention of the structural engineer as soon as possible for approval. Approval shall be n. Laminated veneer lumber (LVL) shall have the following minimum properties \ �6 t a obtained prior to installation. 1. Flexural stress 2600 psi I I g. It is the responsibility of the contractor to contact the structural engineer at the 2 Modulus of elasticity 1,900,000 psi \ A3.1 appropriate time to perform site observations visits. Observation visits to the jobsite by 3. Tension parallel to grain 1850 psi , TYP. the engineer are for determination of general conformance with the construction 4. Compression parallel to grain 2310 psi \ documents and shall not be construed as inspection. 5. Compression perpendicular to grain (parallel to glue line) 750 psi0 h. Though every effort is made to provide a complete and clear set of construction 6. Horizontal shear 285 psi I I \ documents, discrepancies or omissions may occur. Release of these drawings anticipates 7. Connection of multiple-member beams cooperation and continued communication between the contractor, architect and engineer to A. Top-loaded beams \ Zi t I ®` provide the best possible structure. These drawings have been prepared for the use of i) For members 12" deep or less, nail each member to the next with 2 rows of - - - - - - - - - \ - - - 411 a qualified contractor experienced in the construction techniques and systems depicted. 16d nails at 12" o.c. H) For members greater than 12" deep, nail each member to the next with 3 rT1MH rows of 16d nails at 12" o.c. EXISTING DECK JOISTS TO REMAIN. REPLACE JOIST d'-�� \ 110/-1 B. Side-loaded beams HANGERS TO NEW 2x12 RIM MOUNTED TO 6-3/4"x \ i) For two or three member beams, nail each member to the next with 3 rows of 12" DECK BEAM W/ 3-5/8" LedgerLOK SCREWS, 16d nails at 12" o.c. STAGGERED UP & DOWN ( 24" O.C. © 1 H) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at RAILING DETAIL SEE A3.1 12" O.C. SIMPSON LUS210Z: JOIST/BEAM HANGER Hi) For members consisting of more than four members, contact structural SIMPSON LUSC210Z: JOIST/BEAM HANGER (CONCEALED) Q U engineer SIMPSON LSSU210Z: JOIST/BEAM HANGER (SKEWABLE) o. All lumber used in construction shall have a maximum moisture content of 197. SIMPSON LSSU28Z: JOIST/BEAM HANGER (SKEWABLE) SIMPSON CJT5Z: GLULAM/CORNER POST : 'J 0) 7 t� NOTE: NOT ALL OF THESE CONNECTORS MAY OR MAY NOT BE USED. _ I - _ - D AND OMISSIONS MAY OCCUR AND SUBSTITUTIONS MAY BE NEC. N I Ti r C > ® t 1 a - co 1 . 7&8 +IX tx A3.1 TYP. t - - - I - - _ - - _ - - D � - - B M .,, e (2): 2x10 _ d Na/ le/r I I I ° 8x8 POST TO BASE CONNECTION PER ARCHITECT/OWNERS I ! (SEE 3, 4 & 5 ON A2.2). H F C Iv H 1 / _ A - ; 6-3/4"x 12" GLULAM FASTENED I W/ TWO ROWS OF 5 EACH HeadLOK or , , ISSUED FIatLOK SCREWS AS NEEDED n i \\ \ \ \\ I I t PERMIT: 9/14/17 —— \\ \\ \ \\ I I I — — — — — — — — — — I----I V.I.F. \\ \\ \ \\ Hill A I / / \ I _ \ \\I\'t jljl ` V.I.F. L \ i ISI \ 1WI \\ \\ \ \\ �I �J V.I.F. I I I I I \ \ \ � L__1 o © \ \\ \\ \\ © IIIIII o NOTCH COLUMNS AROUND GLULAM \ \ \ \ ..'+" ,4,,, BEAMS & FASTEN WITH (2): 3/4" DIA. 1 0\•;.-;;+t.'s'•. ` . THROUGH BOLTS A�' r"".. _____r- :,,,-„, r� J ! ,, 1 GOO , }. ( '4SHEET GLULAM CONNECTIONS (MAY VARY) 4 `, . 4` .P SCALE: 1 " = 1 '-0" NORTH ,,,I'voln lolllllpl q" DECK PLAN S I SCALE: 1 /4" = 1 '-0"