HomeMy WebLinkAboutB12-0210 application p . l
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Department ot Gommunity Davalopment
75 South Frontage Road �
7QWN OF VA ( L ;�� va�i, co sic�7
% Tel: 970-479-2128
www.vaiigov.com
Oevelopment Review Coordinator
BUtLDING P � RMIT APPLICATlO1V
(Separate applications are required for alarm & sprinkler)
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iProject Street Addres5: p�p� p:
1�7� W�s�r+.c-��.� �2- �rN�r3 -
DRB #:
(NUmber) (Street) (Suite #)
Buildi�g/GOmplexMame: �'.DC.D 'Sisp6A�n CO:vix� 5 Buif�ngPemu[ 7F:
Contractor Information Lot #: ^ BIOCk # Subdivision:
6usinessNamer �,l�1/Celt L'ON51� �Ne-
Business Address: 'F�.O- I.��X �d l f� Wotk Class: N�w ( ) Addition (� Nteration ( J
� Cily V��L. State: e0 �'ip: �'/G 5 � TYPe af Building:
Single-Famiry ( ) Duplez ( ) Mutti-Famity (�)
ContaaName: L719-ii/ G7 /�LiniLG/� �
Commereisl ( ) Other ( 1
ConWct Phane: � ,�D —90�(� ��lrG _.--.---- -
CoMaciE-Mail� -"I� k /kcwtc� � il�fiNDO � C�v*'/
Work Type: Inrerior ( ) Exterior ( ) 9on, (�j
1 hereby aclmowFedge Uiat i hare resd tliis applicadon, filled out V8luatfon af
in full the informa6on required, compfetad an accurafe prot plan, wark �nduded Plans lndudea Wax
and state that all fhe in[ormation as required is correct. f agree to
lectrtca ( )Yes ( pVO ( )Yes No
campy with the information and plot plan, to camply witl� all Town
ordinances and state laws, end to buid th3s sWCture acmrding to
the mwn's zontng antl subdiWSion oodes, dosign review ap- Mechanical ( rfes ( )No ( )Yes ( JNo
provetl, Intema6onal Build'mg and Residential Codes and atlier p�umbing ( )Yes ( )NO ( )Yes ( jNo
- ordinances oFthe Town appliqWe thoreto. cc
/� Building (;�Yes ( )No (. , p'es ( )No 2C8
� / ' \ � ��°i �r'� Value of a!t work being performed: $ �E'KJ �
Owner/Owne/'s Re resentative ignature (Requiretl) (�uG �C p1 IBC Seetim 1�9.3 d IPoC Sec6on tOB.3J �
Elecfical Square Footage
Appllcant Information Detailed Scope and Lax6on of Work:
ApplicantName: c�jL�/( d� /�( /qi/C�-� � � .
a �' � En/r'i n ��= Y >C!o 5 �= c nnvi D �
APPlicaniPhone: ` 7/) -- �ff�� — �,GG ��pc�. —/2,ehroc,f= �r,e,c�Ln-c.,� — �i= cb,�t-�
Applicant E-Mail: � K rvrtn�tr'/1 �J S��/rrs e� - e�� ,�i �i 1ultLr ��Dao2- � NEe.r/ �xYf2/e.r v✓sfG� �
� p�oject i�formation
Ownar Name• �i113 r21 �V c 1-Z3�G
Paroel #: -Z10 "� / 2( 6 S? O d �
(for PareN Y, comaet Eapb Cwnry Assessws Olfiee at (9'l0-]�ebao w visit �
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.._ "___"' _____ _ ___., ..`_._�..'_ '........,...._'__ (usoaaoltlorelsneetifnecessa�Y)
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For OtFec Use Only: Date Tteceived:
Fee Paitl:
Recervetl From:
Cash Check #
CC: Visa / MC las[ 9 L[ �f exp tla�:
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��" � '� � ��• . �� .� `+'�tw,�," ' . , s���`�'�,t: PROJECT DIRECTORY DRAWWG INDEX KOELBEL
� ,}� �f ;��, � ' ,: —. DEMOLISH ► � �... s '��4��'fi..� NEW WALLS
� ','`�°�'. �; s �'` r�y,���/'�'?k WALL �` � �`� * �+ r�i� #':!�'� OWNER GENERAL RESIDENCE
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,��d ° � '`� - �� ` Tr ' , 5291 E.YALE AVE A1.00 COVER SHEET ALTERATION
' ' DENVER, CO 80222 A1.01 GENERAL NOTES
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� �-+. '" /� � "" � � � - �� ARCHITECTURAL 1476 WESTNAVEN DR.UNIT#3
- Y`� �'' 4� " '� � � � ��f '�� � � - 'r , ROBERT KOELBEL (COLDSTREAM)VAIL,C081657
r � ";{�, _ � � ^ BOB@KOELBELHOMES.COM A2.00 SECOND FLOOR DEMO PLAN PACCOUNT#R0130683
*�"� ����'��� _- - �''� �.�"u�, ��- - _ A2.01 SECOND FLOOR PLAN
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�� �4���f�. � � - ��,f, , ?t�i STRUCTURAL T.O.V. PERMIT SUBMITTAL
»��-�_�,yc ' ����li - _ _ MINICK CONSTRUCTION
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��� �_ �, r- ''.--�__: . �-��~ ,���, ` r , _ — _ PO BOX 4018 S1 PARTIAL SECOND FLOOR FRAMING PLAN
� '" F �'�� � '"" � �, � �s�-~ VAIL, CO 81658 S2 PARTIAL ROOF FRAMING PLAN
'� �� �--�,�_ ,-_;� - w �� ��/' °s-r,r.,� T.O.V. CONSTRUCTION S3 SECTION 1 NO. DESCRIPTION DATE
�` -�.__ ��"�'� --° � - _ � i --�___ ` _ -� LICENSE#246 S4 GENERAL NOTES 1 DRC PRELIM.REVIEW 05.12.11
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� � �" `�° - _'� ` ' � 970.904.5066 P 2 BID SET 06.15.11
- _ _ 3 T.O.V.PERMIT SET 05.24.12
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_ _ � - , DAVE MINICK
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_ DKMINICK@YAHOO.COM
_-, DEMOLISH- _� fl' :VV — � .
- GUARDRAIL � � GUARDRAIC _ - ' ARCHITECT -
� -
` _ - RELOCATED 8150 ARCHITECTS LLC
_ DOOR PO BOX 3604
VAIL, CO 81658
- _ - __- 970.376.3326 P
888.8792105 F
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MATT LEE AIA, LEED AP
- MATT@8150ARCHITECTS.COM
STRUCTURAL ENGINEER PROJECTNUMBER 0611
DRAWN BY ML
EXISTING PROPOSED MONROE& NEWELL ENGINEERS, INC. CHECKED BY ML
70 BENCHMARK RD, SUITE 204 COPYRIGHT2012
AVON, CO 81620
PROJECT NARRATIVE 970.949.7768 P COVER SHEET
970.949.4054 F
THE PROPOSED EXTERIOR RENOVATION INCLUDES THE FOLLOWING: HANNES SPAEH, P.E.
1.RELOCATES A PORTION OF THE EXISTING EXTERIOR NORTHERN WALL APPROXIMATELY 4'TO THE NORTH. THIS CHANGE HSPAEH@MONROE-NEWELL.COM
REDUCES THE SIZE OF THE EXISTING EXTERIOR DECK. THE ADDITION ADDS APPROXIMATELY 31 SQ.FT. OF GRFA. A� .OO
2.THE PROPOSED CONSTRUCTION SHALL USE MATERIALS AND COLORS TO MATCH EXISTING.
3.THE EXTERIOR DOOR TO THE DECK WILL HAVE A REVERSED SWING.
4.THE EXISTING EXTERIOR LIGHTING FIXTURE WILL BE RELOCATED (PER PLAN)AND WILL MOUNTED AT ITS EXISTING HEIGHT.
SCALE 12"= 1'-0"
S I M GENERAL NOTES
� � 1.THE AIA DOCUMENT A105,STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR A RESIDENTIAL OR SMALL COMMERCIAL PROJECT,2007 EDITION,IS HEREBY MADE A PART OF THESE CONTRACT � �
� DOCUMENTS.COPIES ARE INCWDED IN THE PROJECT MANUAL AND ARE AVAILABLE FOR INSPECTION AT THE OFFICES OF THE ARCHITECT.
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A101 2.THE CONTRACT DOCUMENTS CONSIST OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,THE GENERAL NOTES,THE SPECIFICATIONS,AND THE DRAWINGS,WHICH ARE COOPERATIVE AND CONTINUOUS. , � .
� WORK INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL.ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE . �� �
ARCHITECT IMMEDIATELY. �
SECTION NORTH ARROW 3.ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES,THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED '"�'' �� �
APPROVALS.
SIM �Name 4.IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,SUPPLIES,EQUIPMENT,ETC.TO OBTAIN A COMPLETE JOB
WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION O� f"'��
Elevation ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS.IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS (� sr�
A101 � OR WHERE NEGLECTED IN THE DOCUMENTS.IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT,THE CONTRACTOR SHALL ���C '". ���
ELEVATION IMMEDIATELY NOTIFY THE ARCHITECT. �
5.VERIFY ALL DIMENSIONS,EXISTWG CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERWG ANY MATERIALS.
6.NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT � �+ ��` � Q
ELEVATION �� -�� �I BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. L fj
7.CONTRACTOR TO SUMBIT CUT SHEETS/SPECIFICATIONS AND SAMPLES"OF ALL PRODUCTS 8 MATERIALS FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING PRODUCTS&MATERIALS.*SOME PRODUCTS MAY NOT REQUIRE A
SAMPLE TO BE SUBMITTED(COORDINATE W/ARCHITECT). .*, � y
� SIM I I WALL TAG 8.ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW.THE CONTRACTOR SHALL SUBMIT i�
� SAMPLES WHEN REQUIRED BY THE ARCHITECT AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES.ANY WORK WHICH � �E �
A�O� � � DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE.SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL
� J �t CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER.REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS NOT TO DELAY WORK IN PROGRESS. '� 40'�446 �
9.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS.REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN,AND J
WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS,SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH 8,ABOVE. �,�t
DETAIL/ENLARGED PLAN WINDOW TAG 10.THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE INTERNATIONAL RESIDENTIAL CODE,THE INTERNATIONAL BUILDING CODE OR ANY LOCAL �/ M��
CODE OR ORDINANCE. S�� q�J��
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION,FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A.REGULATIONS,AND FOR THE S�
��O�� PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER.
O12.DO NOT SCALE DRAWINGS.ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS.DIMENSIONS NOTED WITH"N.T.S."DENOTES NOT TO SCALE.
� 13.PLAN DIMENSIONS ARE TO FACE OF STUD/STRUCTURE,FACE OF COWMN OR FACE OF CONCRETE UNLESS OTHERWISE NOTED.SECTION AND ELEVATION DIMENSIONS ARE TO FACE OF STUD/STRUCTUR,FACE OF COLUMN,
DOOR TAG FACE OF CONCRETE,TOP OF CONCRETE,TOP OF PLYWOOD,TOP OF WALL PLATES OR TOP OF BEAMS UNLESS OTHERWISE NOTED. KOELBEL
14.THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT PROPOSED WORK FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK.
15.CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS,CEILINGS,AND WALLS WITH ALL ARCHITECTURAL,STRUCTURAL,MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS.THE CONTRACTOR RESIDENCE
GRID Room name SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT&ENGINEER BEFORE ANY CUTTING,NOTCHING OR DRILLING OF ANY CAST-IN-PLACE CONCRETE,STEEL FRAMING,OR ANY OTHER STRUCTURAL
ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. EXTERIOR
� 16.COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING,FLOOR AND WALLS SPACES.VERIFY LOCATIONS WITH ARCHITECT.
^ 17.PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS.LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOILET ACCESSORIES,GRAB BARS,CABINETRY, p/�
1 O� COUNTERTOPS,SHELVES AND CLOSET RODS ALTERFITION
18.CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS.
� ROOM NAME
REVISION ROOM TAG BIDDING NOTES
1476 WESTNAVEN DR.UNIT#3
1.DRAWINGS OF EXISTING CONDITIONS ARE BASED OFF OF ROUGH FIELD SURVEYS.ALL LOCATIONS,DIMENSIONS,AREAS,SCHEDULES,QUANTITIES&MATERIAL TAKEOFFS OF EXISTING CONDITIONS GIVEN ARE FOR (COLDSTREAM)VAIL,CO 81657
REPRESENTING THE SCOPE OF THE WORK&GENERAL ORDER OF MAGNITUDE ESTIMATING.THEY ARE NOT TO BE RELIED UPON FOR ACCURATE BID ESTIMATING.IT IS THE RESPONSIBLITY OF THE CONTRACTOR TO FIELD PARCEL#210312108003
VERIFY ALL LOCATIONS,DIMENSIONS,AREAS,SCHEDULES,QUANTITIES&MATERIAL TAKEOFFS PRIOR TO SUBMITTING HIS/HER BID. ACCOUNT#R013068
2.CONTRACTOR TO INC�UDE ALL ASSOCIATED COSTS(EXCEPT FOR BUILDING PERMITS&SIMILAR FEES)TO PERFORM THE WORK INCLUDING BUT NOT LIMITED TO:DEMOLITION,HAUL&DUMP FEES,SITE FENCING,BUILDING
PROTECTION,OFF&ON-SITE MATERIAL STORAGE.
3.CONTRACTOR TO PROVIDE EVIDENCE OF INSURANCE.CONTRACTOR&SUBCONTRACTORS TO NAME OWNER AS"ADDITIONALLY INSURED"FOR THE DURATION OF THE WORK.
T.O.V. PERMIT SUBMITTAL
05.24.12
NO. DESCRIPTION DATE
1 DRC PRELIM.REVIEW 05.12.11
2 BID SET 06.15.11
3 T.O.V.PERMIT SET 05.24.12
ABBREVIATIONS
ABV ABOVE
AFF ABOVE FINISHED FLOOR DTL DETAIL GWB GYPSUM WALL BOARD MIR MIRROR S SEALANT -
AP ACCESS PANEL DIM DIMENSION HB HOSE BIB MISC MISCELLANEOUS SHTG SHEATHING
AC ACOUSTICAL DR DOOR HDW HARDWARE MULL MULLION SM SHEET METAL -
ADAAG ADA ACCESSIBILITY GUIDELINES DS DOWNSPOUT HDR HEADER NFPA NATIONAL FIRE PROTECTION ASSOCIATION SIM SIMILAR
ADD ADDENDUM DT DRAPERY TROUGH HTG HEATING NAT NATURAL SC SOLID CORE
ADJ ADJACENT DWG DRAWING(S) HVAC HEATING VENTILATING&AIR CONDITIONING NSF NET SQUARE FOOTAGE SPEC SPECIFICATION(S)
ALT ALTERNATE DF DRINKING FOUNTAIN HT HEAW TIMBER,HEIGHT NLSF NET LEASABLE SQUARE FOOTAGE SQ SQUARE
ALUM ALUMINUM ELEC ELECTRIC(AL) HC HOLLOW CORE NOM NOMINAL SQ FT SQUARE FOOT(AGE)
AIA AMERICAN INSTITUTE OF ARCHITECTS ELEV ELEVATION(S) HM HOLLOW METAL N/A NOT APPLICABLE STD STANDARD
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE EL ELEVATOR HOR HORIZONTAL NIC NOT IN CONTRACT ST STAIN
ASTM AMERICAN SOCIETY FOR TESTING&MATERIALS ERV ENERGY RECOVERY VENTILATOR HWH HOT WATER HEATER NR NOT-RATED,NOISE REDUCTION SS STAINLESS STEEL
ADA AMERICANS WITH DISABILITIES EQ EQUAL WCL WCLUDE(D),INCULDING NTS NOT TO SCALE STL STEEL
ARCH ARCHITECT(URAL) ETC ET CETERA ID INSIDE DIAMETER OC ON CENTER SD STORM DRAIN
ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS EPDM ETHYLENE PROPYLENE DIENE MONOMER IBO INSTALLED BY OTHERS/OWNER OPG OPENING STRUCT STRUCTURE,STRUCTURAL
ABA ARCHITECTURAL BARRIERS ACT EXH EXHAUST INS INSULATE(D),INSULATION OPP OPPOSITE TEL TELEPHONE
AHJ AUTHORITY HAVING JURISDICTION EXIST EXISTING INT INTERIOR OPH OPPOSITE HAND TV TELEVISION
BASMT BASEMENT EXT EXTERIOR IBC INTERNATIONAL BUILDING CODE, OH OVERHEAD THR THRESHO�D
BRG BEARING FOC FACE OF CONCRETE(COLUMN) INSTALI ED BY CONTRACTOR PR PAIR T&M TIME&MATERIALS
BVL BEVELED FOF FACE OF FINISH ICC INTERNATIONAL CODE COUNCIL PK PARKING T&G TONGUE&GROOVE
BIT BITUMINUOUS FOM FACE OF MASONRY IRC INTERNATIONAL RESIDENTIAL CODE PVMT PAVEMENT TOB TOP OF BEAM PROJECT NUMBER 0611
BLK BLOCK FOS FACE OF STRUCTURE(STUD(S)) JC JANITOR'S CLOSET PL PLASTIC LAMINATE,PLATE,PROPERTY LINE TOS TOP OF SLAB/STEEL/STRUCTURE
BLKG BLOCKING FIN FINISH(ED) KIT KITCHEN PT POINT,PRESSURE TREATED TOW TOP OF WALL DRAWN BY ML
BOT BOTTOM FFE FINISHED FLOOR ELEVATION LAM LAMINATE(D) PSF POUNDS PER SQUARE FOOT TB TOWEL BAR CHECKED BY ML
BLDG BUILDING FE FIRE EXTINGUISHER LAV LAVATORY PSI POUNDS PER SQUARE INCH TR TRANSOM COPYRIGHT 2012
CPT CARPET(ED) FDC FIRE DEPARTMENT CONNECTION LH LEFT HAND QT QUARRY TILE T TREAD
CSMT CASEMENT FHC FIRE HOSE CONNECTION L LENGTH REC RECOMMENDATION(S) TS TUBE STEEL
C CAULK(WG) FEC FIRE EXTINGUISHER CABINET LDT LIGHT&DRAPERYTROUGH RE REFER(ENCE) TYP TYPICAL. GENERAL NOTES
CLG CEILING FPL FIREPLACE LT LIGHT,LIGHTTROUGH REFR REFRIGERATOR UL UNDERWRITERS LABORATORIES
CENTERLINE FP FIREPROOFING LTL LINTEL REINF REINFORCE(D),REINFORCING UFAS UNIFORMFEDERALACCESSIBLITYSTANDARDS
CT CERAMIC TILE FLG FLASHING LVR LOUVER RFI REQUEST FOR INFORMATION/CLARIFICATION UNO UNLESS NOTED OTHERWISE
CLR CLEAR FLR FLOORQNG) MH MANHOLE REQ'D REQUIRED VB VAPOR BARRIER
CL CLOSET FD FLOOR DRAIN MFR MANUFACTURE(D),MANUFACTURER RES RESILIENT VIF VERIFY IN FIELD
COL COLUMN FTG FOOTING MO MASONRY OPENING REV REVISION(S) VERT VERTICAL
CONC CONCRETE FND FOUNDATION MTL MATERIAL REVS REVERSE VCT VINYL COMPOSITION TILE
CMU CONCRETE MASONRY UNIT FBO FURNISHED BY OTHERS(OWNER) MAX MAXIMUM RH RIGHT HAND WB WALL BOARD A 1 .O 1
CONST CONSTRUCTION FPHB FREEZE PROOF HOSE BIB MECH MECHANIC(AL) R RISER WC WATER CLOSET
CSI CONSTRUCTION SPECIFICATIONS INSTITUTE FURR FURRED,FURRING MEP MECHANICAL/ELECTRICAL/PLUMBING(ENG.) R&S ROD&SHELF WP WATERPROOF(ING)
CONT CONTINUOUS GA GAGE,GAUGE MC MEDICINE CABINET RD ROOF DRAIN WWF WELDED WIRE FABRIC
CJT CONTROLJOINT GV GALVANIZED MB MEMBRANE RDT RECESSEDDRAPERYTRACK W WIDTH,WIDE
CPR COPPER GC GENERAL CONTRACT(OR) MET METAL RFG ROOFING WDW WINDOW
CUST CUSTOM GL GLAZING,GLASS M METER(S) RM ROOM W/ WITH
D DEPTH,DEEP GSF GROSS SQUARE FOOTAGE MM MILLIMETER(S) RO ROUGH OPENING W/O WITHOUT SCALE As indicated
GYP GYPSUM MIN MINIMUM R/S ROUGH SAWN WD WOOD
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II � � � - � W � I � �/ I � � ALTERATION
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Monroe & Newell KOELBEL RESIDENCE EXTERIOR ALTERATION TITLE: PARTIAL SECOND FLOOR FRAMING PLAN
Engineers , Inc. COLDSTREAM CONDOMINIUMS UNIT 3
P.o. sox 1s97 1476 WESTHAVEN DRIVE � �
70 Benchmark Road, Suite 204 VAIL, COLORADO DATE: PERMIT OS/11 /2012
.Avon, Colorado 81620
(970) 949-7765
FAX (970) 949-4054 NO. #8684 SCALE: 1 /4" = 1 '-0" DRAWN BY: AVN
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Engineers , Inc. COLDSTREAM CONDOMINIUMS U1VIT 3
P.o. Box 159� 1476 WESTHAVEN DRIVE � �
70 Benchmaz-k Road, Suite 204 VAIL, C�L�RAD� DATE: PERMIT OS/11 /2012
Avon, Colorado 81620
(970) 949-7768
FAX (970) 949-4054 NO. #8684 SCALE: 1 /4" = 1 '-0" DRAWN BY: AVN
EMAIL avonQa monroe-newell.com
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M011rOe C�L NeWell KOELBEL RESIDENCE EXTERIOR ALTERATION TITLE: sECTZON i
Engineers , Inc. COLDSTREAM CONDOMII�TIUMS UI�TIT 3
P.o. sox 1597 1476 WESTHAVEN DRIVE � �
70 Bench�nark Road, Suite 204 VAIL, C�L��2f�D� DATE: PERMIT OS/11 /2012
Avon, Colorado S 1620
(970) 949-'7768
FAX (970) 949-4054 NO. #8684 SCALE: 1 /4" = 1 '-0" DRAWN BY: AVN
EMAIL avon@monroe-newell.com
B . WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE A� � CONNECTIONS AND F . CONTRACTOR SHALL VERIFY AL � ASSUMED EXISTING CONDITIONS . IF CONDITIONS
GENERA� NOTES NAILING SHALL BE ADEQUATE �Y GALVANIZED ( DOUB � E DIPPED OR BETTER ) . ARE DIFFERENT THAN ASSUMED , NOTIFY ENGINEER .
1 . LIVE LOADS USED IN DESIGN : C . TREATED SILL PLATE LUMBER MAY BE HEM - FIR , STRUCTURAL #1 6RADE .
A . ROOF ( 5 : 12 SLOPE ) 80 PSF D . FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE
TABLE 2304 - 9 . 1 UN � ESS NOTED OTHERWISE .
B . TYPICAL FLOOR 40 PSF
E . PLYWOOD DECK AND/ OR ORIENTED STRAND BOARD .
C . EXTERIOR DECK 100 PSF 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALL
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
D . IMPORTANCE FACTORS ASSOCIATION .
CATE60RY I 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE
SEISMIC FACTaR IE I AMERICAN PLYWOOD ASSOCIATION AND SHAL � MEET THE REQUIREMENTS OF
SNOW FACTOR IS I U . S . PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD . ALL PANELS
WIND FACTOR IW I WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE .
E . WIND 3 . FOR F �OORING USE 3 /4 " T&G STURD - I - FLOOR SHEATHING GLUED AND NAILED
3 SECOND GUST 90 MPH WITH 10D NAILS AT 6 " ON CENTER ALONG PANEL EDGES AND AT 12 " ALONG
FASTEST MILE 85 MOH INTERMEDIATE SUPPORTS .
EXPOSURE B MPH 4 . FOR ROOF USE S / 8 " ( 40/ 20 SPAN RATING ) EXPOSURE I SHEATHING NAILED
WITH 10D NAILS AT 4 " ON CENTER ALONG PANEL EDGES AND AT 12 '° ALONG
F . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . INTERMEDIATE SUPPORTS .
5 . EXTERIOR WALLS SHA� L HAVE ONE LAYER OF 1 / 2 " EXPOSURE I PLYWOOD OR
G . CODE USED IN DESIGN : INTERNATIONAL BUILDING CODE , 2009 EDITION . OSB SHEATHING NAILED WITH 8d ( OR 10d ) NAILS AT 6 " ON CENTER A�ONG PANE �
EDGES AND 12 " ON CENTER AT INTERMEDIATE SUPPORTS . AL � PANEL EDGES
2 . INSPECTIONS AND OBSERVATIONS : SHALL BE BLOCKED .
6 . FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
A . THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION . PERPENDICULAR TO SUPPORTS WITH END 70INT5 STAGGERED .
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION ; 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF P �YCLIPS , TONGUE AND
SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY TNE GOVERNING GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS .
AUTHORITIES OR SERVE AS " SPECIAL INSPECTIONS " AS MAY BE REQUIRED BY
CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE . F . PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
SHALL BE " BCI - ' OIST '° AS MANUFACTURED BY BOISE CORPORATION . ALTERNATES
3 . STRUCTURAL STEE � SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , ALTERNATES SHALL
HAVE A LOAD CAPACITY IN BENDING , SHEAR AND DEFLECTION EQUAL TO OR GREATER
A . ALL STRUCTURAL STEEL SHA� � CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS THAN THE SIZE SHOWN ON THE DRAWINGS . WEB BLOCKING AND BRIDGING TO BE AS
WHICH SHALL CONFORM TO ASTM 992 , ( 50 KSI ) AND EXCEPT PIPE COLUMNS WHICH REQUIRED BY THE 70IST MANUFACTURER .
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 . G . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL . CAPACITIES : FB = 2800 PSI , E = 2 , 000 , 000 PSI , FC = 750 PSI , FV = 285 PSI .
BUI �T UP MEMBERS SHA� L BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS '
B . ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGNT RECOMMENDATIONS . CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 / 2 " OR
CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED 5 1/4 " WIDE MEMBERS .
OTHERWISE .
5 . NON - STRUCTURA� E � EMENTS
C . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AISC " MANUAL OF STEEL CONSTRUCTION . " A . ELEMENTS SUCH AS NON - BEARIN6 PARTITIONS , ETC . ATTACHED TO AND/OR
SUPPORTED BY THE STRUCTURE SHA� L TAKE INTO ACCOUNT DEFLECTIONS AND
D . ALL WE �DERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY OTHER STRUCTURAL MOVEMENTS .
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS - D1 . 1 .
B . FIRE PROTECTION FOR ALL STRUCTURA� PARTS SHALL BE PROVIDED AND SHALL MEET
E . MINIMUM WE �DS TO BE PER AISC TABLE 72 . 4 BUT NOT LE55 THAN 3 / 16 '° CONTINUOUS ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
FILLET UNLESS NOTED OTHERWISE . ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
UNRESTRAINED UNLESS NOTED OTHERWISE .
F . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL
STEEL ERECTZON STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR 6 . GENERAL
LATERAL LOADS UNTIL A� L FIELD CONNECTIONS ARE COMPLETED AND PERMANENT
LATERAL SYSTEMS AND DECKS ARE IN PLACE . A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS .
G . STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP B . VERIFY ALL OPENINGS THROU6H F �OORS , ROOF AND WALLS WITH MECHANICAL AND
DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS AND � � ��,
TO PIECE DRAWINGS PRIOR TO ENGINEER ' S APPROVAL OF ERECTION DRAWINGS . REQUIRED CONNECTIONS ARE CONTRACTOR ' S COMPLETE RESPONSIBILITY . #r �� Y����;��
Y3g -� �mp£ ,�,
4 . WOOD C . PRZOR TO INSTALLATION OF MECHANICA� AND ELECTRICA� EQUIPMENT OR OTHER �Q-���r� '���°a�';�
ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER ' S APPROVAL OF CONNECTIONS � �,� "��� s �-�
A . ALL FRAMING AND TRU55 LUM� ER SHALL BE DRY DOUG �AS FIR , LARCH , GRADED BY AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON °�=" �.� ,��, '� � �
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONA� ARCHITECTURAL AND STRUCTURAL DRAWZNGS , RESPECTIVE SUBCONTRACTOR 3 �
BUILDING CODE AS FOLLOWS : SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF ¢ 4
HIS ITEMS . ° :
2 " THICK - 4 " TO 6 " WIDE ( WALL STUD ONLY ) STUD Fb = 700 PSI -� „ �'"�•
2 " TO 4 " THICK - 6 " AND WIDER N0 . 2 Fb = 900 PSI D . WATERPROOFING , VAPOR BARRIERS , ETC . , SHA� L BE AS SHOWN ON THE ` •
5 " THICK - 5 " AND WIDER N0 . 1 Fb = 1350 PSI ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . � - �,� � r'�
NOTED ALI.OWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR �'��'�
TO ALLOWAB � E STRE55 INCREASES . E . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
CONDITIONS AND ARCHITECTURA� DRAWINGS .
M011rOe t�L NeWell KOELBEL RESIDENCE EXTERIOR ALTERATION TITI-.E: GENERAZ - NoTEs
Engineers , Inc. COLDSTREAM CONDOMINIUMS UNIT 3
P.o. sox 1597 1476 WESTHAVEN DRIVE �
70 Benchinark Road, Suite 204 VAII -, COLORADO DATE: PERMTT OS/1 1 /2012
Avon, Colorado 81620
(970) 949-7'768
FAX (970) 9-�9-4054 NO. #8684 SCALE: 1 /4" = 1 '-0" DRAWN BY: AVN
EMAIL avon@monroe-newell.com