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Home My WebLink AboutB12-0071 plans0 � ., * , . s � r» � FOUR S EAS ON S � `��a�`��i a.ru��.�c��- � Vail, Colorado ST E �: , s: y t _;� ��'r/II�i��1%�� '��. � � � ��:�a� = F��"�._ ��at�: � - r � _ v� �� . � y ��e� � .,.> a — o �.._ . .. � 3 ,�� ,� ��- . . �� ..--�'"�M'� � �;::-'ri�� . � TRY R(��F PERMIT DRAWINGS MARCH 23, 2012 � �� r 0 � • � � � �pF �d�o9� �,'� o C1 ��y �� SFp AA�N� 3 �� rZ 0 GENERALNOTES ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH APPLICABLE LOCAL AND NATIONAL CODES CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. CONTRACTOR SHALLTAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY AND PROPERTY SECURITY DURING CONSTRUCTION. IF CONDITIONS ARE ENCOUNTERED OTHER THAN THOSE SHOWN ON THE DRAWINGS OR OTHER THAN WOULD BE REASONABLY ANTICIPATED, NO DESIGN ALTERATIONS SHALL BE COMMENCED WITHOUT APPROVAL OF ARCHITECT OR OWNER. ALL WORK SHALL BE FULLY CONNECTED, WIRED, AND READY FOR OPERATION. ALL WORK SHALL BE PLUMB, LEVEL, MECHANICALLY SECURE, ELECTRICALLY SAFE, AND PRESENT A NEAT AND FINISHED APPEARANCE. AT COLSE-OUT OF PROJECT ALL WORK SHALL BE TOTALLY CLEANED INCLUDING, BUT NOT LIMITED TO: ALL SURFACES OF GLASS, CARPETS CACUUMED, MIRRORS CLEANED, MILLWORK DUSTED AND WIPED, CAULKING BEADS TRIMMED, PAINT AND STAIN CUTS STRAIGHTENED. SUBSTITUTIONS OF PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE MADE IF APPROVED BY ARCHITECT OR OWNER. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS DO NOT SCALE DRAWINGS STONE MASONRY AFTER REMOVAL OF STONE, INSPECT AND IF NECESSARY REPAIR PERMA-BARRIER PRIOR TO REINSTALLATION OF STONE VENEER PROVIDE WEEP HOLES ABOVE LEDGES AND FLASHING, SPACED � 24" O.C. UNLESS OTHERWISE NOTED. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE CONCEALED MASONRY FLASHINGS AT OR ABOVE SHELF ANG�ES, LINTELS, LEDGES, AND OTHER OBSTRUCTIONS TO THE DOWNWARD FLOW OF WATER IN THE CAVITY. EXTEND FLASHING FROM EXTERIOR FACE OF STONE VENEER THROUGH THE CAVITY AND TURN UP 8-INCHES MINIMUM. EXTERIOR ARCH WOODWORK QUALITY STANDARD: COMPLY WITH AWI "ARCHITECTURAL WOODWORK QUALITY STANDARDS" , SECTION 300 OR 700, AS APPLICABLE. SPECIES: DOUGLAS FIR NO. 1, SMOOTH SURFACE, PAINTAND FINISH TO MATCH EXISTING WOODWORK ROOFING ALL ROOFING AND FLASHING SHALL CONFORM TO THE MATERIALAND WORKMANSHIP STANDARDS OF THE NRCA AND THE SMACNAAND BE COMPLETELY WEATHERPROOFED. ROOFING UNDERLAYMENT SHALL BE GRACE, ICE & WATER SHIELD INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. MECHANICAL NOTE NO MECHANICALALTERATIONS ARE REQUIRED FOR THIS WORK. FIRE SPRINKLER NOTE PER TOV FIRE DEPARTMENT, NO FIRE SPRINKLER ALTERATIONS ARE REQUIRED FOR THIS WORK. �.v �;r Ll i ' �.,i a �` � . ��E��<��. _a:a�n�a_. :�ate: _.. ��+!" .__�. SHEETINDEX G-000 COVER SHEET A-000 NOTES/CODE ANALYSIS A-100 PROJECT SITE PLAN A-200 ENLARGED FLOOR PLAN A-300 REFLECTED CEILING PLAN A-400 FRONT ELEVATION A-401 SIDE ELEVATION A-600 SECTIONS/DETAILS A-601 SECTIONS/DETAILS S-100 S-200 S-300 E-101 FOUNDATION/NOTES FRAMING/DETAILS TRUSS ELEVATION PLAN/PANEUNOTES �� CODE ANALYSIS ORIGINAL BUILDING WAS CONSTRUCTED UNDER THE 2003 IBC CURRENT APPLICABLE BUILDING CODE IS THE 2009 IBC 1 S ,� ' OUR SEA50N .��F 2�.�P�� Vail, Colorado Client: FourSeasons 1 Vail Rd Vail, CO 81657 Architect: Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 f. 212-748-7950 ��V �� O�� \�Q �� 3123�1 �c,�` \SFD AR��`� BUILDING CONSTRUCTION CLASSIFICATION 1 B FIRE RESISTIVE FIRE PROTECTION / LIFE SAFETY FEATURES 1. AUTOMATIC SPRINKLER SYSTEM 2. STANDPIPE SYSTEM 3. FIRE DETECTION AND ALARM SYSTEM 4. EMERGENCY COMMUNICATION AND ALARM SYSTEM 5. EMERGENCY POWER SYSTEM PROJECT AREA: TOTAL PROJECT AREA INCLUDES APPROX. 225 S.F. ON THE EXTERIOR OF THE BUILDING. CHAPTER 6-TYPE OF CONSTRUCTION TABLE 601-TYPE 1B STRUCTURAL FRAME IS REQUIRED TO BE 2 HR. FOOTNOTE a ALLOWS FOR A REDUCTION OF 1 HR. WHERE SUPPORTING A ROOF ONLY. ROOF CONSTRUCTION IS REQUIRED TO BE 1 HR FOOTNOTE c ALLOWS FOR USE OF HEAVY TIMBER WHRE 1 HR. OR LESS IS REQUIRED ROOF WILL BE CONSTRUCTED USING HEAVY TIMBER MEMBERS IN ACCORDANCE WITH SECTION 602.4. ssue Date Comment 01 3/23/12 PERMIT Dafe: 03/19 Scale: NOTE� �� Job #: XX-XX , Drw By: DBS Title: NOTES/GODE A.NALY515 A-000 Sheet: 02 of 1 3 EAST E NTRY ROOF ADDITION w z � � � � w � � z 2 PROPE�R-Y '��INE PROPERTY LINE �P�� GRP�DE ENTRY-LE�lEL FIVE ' _• _., /. P�OPERTY�iv� .��_•�.�� P� �„_ 40'-O" � i , � .� ' OUR SEASONS .�?O��f� �� P� Vail, Colorado � Client: Four Seasons 1 Vail Rd Vail, C0 81657 Architect: � Creative Design Assoc 434 BROADWAY � 5TH FLOOR New York, NY 10013 I! t. 212-748-8900 f. 212-748-7950 ( I @��G � / � ��\ \ d 400430 <�G�F �,23 jI2 �G� \SF� A R �� Date Comment 3/23/12 PERMIT Dafe: 03/19 SCale: NOTEC ' Job ri: XX-XX Drvv By: DBS Title: PROJEGT LOGATION A�- 1 00 I O3 of 1 EAST ENTRY ROOF ADDITION f A q -401 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -401 "i'-2 3/8" � -601 � �. =-� � ' � I�i� � I%� — j� Iluu�" � /� / � i � �I � _/_ .� I� �I � 7 � . �. \ �- � / A -600 / EDGE OF NEW R REMOVE STONE GAF AND REUSE, RESHAPE IF NEGE55ARY � •—r—•+•—•—•—• / �' � � �( a � i � � � >� ,�� , , � � I--� / \ \ I � /� � < 0 � I �( a � �� 1�\ � I�\ � • �w�•i�.r�• �: ' � � �•�•�•�•�• � A -600 EDGE OF NEW ROO �. �. �� • TAPERED STONE VENEER REMOVE STONE GAP P�ND REUSE, RESHAPE IF NEGE55ARY � -601 _�-�. �� -400 I I � �� I I �, `'� l � � �- a � , � i�V� �' � I ��te:�_ �C -[ l -�� m � I /� �z qp� ✓/ �{) O � I �, y e .,_. - I V I {L d I `''4i!"��° , � I > � EXISTING STONE PftVING, PROTEGT AS REQUIRED STONE VENEER AROUND SXS HEAVY TIMBER GOL. �WR,4P WOOD GOL. WITH PERMA- I BARRIER OR SIM. MEMBRANE � BEHIND STONE VENEER. STOP MEMBR,4NE AT TOP OF STONE G�P. MAINTAIN WATER SHED DOWN TO EXISTING MEMBRANE ON GONG. WALL FLOOR PLAN 1 /�" - 1'-O" I � �, I I I I I �i I A -400 k ,m �OUR SEASONS .�'w%'e�t� �urc�.�e�rl Vail, Colorado Client: FourSeasons 1 Vail Rd Vail, CO 81657 Architect: Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 f. 212-748-7950 �� r �v��9� y �a �, .: �-�� 231�2 ��,� \SF� A R��`� ssue Date Comment 01 3/23/12 PERMIT DaFe: 03/19 Scale: NOTEG Job #: XX-XX Drw By: DBS .... ..r,� ` Tlt�@: ENLP�RGED PLA�N A�-200 Sheet: 04 of 1 3 EAST ENTRY ROOF ADDITION SGO TO OWNE ST _5 FROM 74 1 1 LE55, 24 DEGREE Z GEMENT 50FFIT, :H EXISTING A -601 : f`�'�. �l � . ;��.� ` ��t@: � �f —��- /�... �'�f ° . - � / .�, a � i r..; . . .. . � REFLEGTED GEILING PL,�N 1 /2" - 1'-O" ! .,�', � 'OUR SEASONS � .�'� � t�tt��e�uirt.y ! Vail, Colorado client: FourSeasons 1 Vail Rd Vail, CO 81657 Architect: � l Creative Design Assoc ! 434 BROADWAY i 5TH FLOOR [ New York, NY 10013 � t. 212-748-8900 f. 212-748-7950 �` Of �O�\ 't '�'�p �'' O D�p g, 400430 !'�C�� 3 I2�(2 �G� \SF� A R ��`�� ssue Date Comment � 01 3/23/12 PERMIT Date: 03/19 ' Scale: NOTEC {. Job q: XX-XX " Drw By: DBS Title: ENLARGED RGP f�-300 Sheet: OS of 1 3 EAST ENTRY ROOF ADDITION RAISE EXISTING STONE GAP INFILL WITH STONE TO MATGH SURROUNDING AREA HEAVY TIMBER TRU55, MP�TGH FIN15H AND GOLOR• OF EXISTING TIMBERS HEAVY TIMBER, FINISH AND GOLOR TO M,4TGH EXISTING STONE G/kP, MATGH EXISTING GAPS STONE VENEER GOLUMNS TO MATGH EXISTIh1G STONE EXISTING STONE G,4P FLARE STONE SIMILAR TO STOhIE GOLUMNS AT ENTRY EXISTING STONE VENEER WALLS ■ - � 0� J � � � � ❑ � � � C � � � � � � ❑ C ��C � -10 o C�-J � � � �� ❑�� ] 0 � �-_ ___—� �� 12�❑ 12� ❑ � C� C -� o [ �� 0 C � �� I � '��1��,� � �� (('/�i �� -� �� C� �� ! ' � :� 1 4C?UR SEASONS . ` r°�r�F� 2.,�.�e�t Vail, Colorado Client: FourSeasons 1 Vail Rd Vail, CO 81657 Architect: Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 f. 212-748-7950 �V O� CO�OR\ �� a 0 � oC �a0 c �0�0 � l U0� C� �� C � �----� � � '/, FRONT ELEV�TION , i2�� - , �-o„ .. [�l�ii_= �F � �FD ; l2 ��V� AR�� ssue Date Comment 01 3/23/12 PERMIT Date: 03/14 , Scale: NOTEC �: " a� Job #: XX-XX Drw By: DBS Title: ELEVATION A-400 Sheet: Ob of 1 3 EAST ENTRY ROOF ADDITION ROOFING TG E METAL GAP E MET,4L DRIP E MATGH EXISTIN 1 HEAYY TIMBEF MATGH FIN15H AND OF EXISTING 1 HEAVY TIMBE faND GOLOR TC E STONE GAF EXISTIr STONE VENEER G TO MATGH EXISTINC EXISTIhIG STOI FLARE STONE 51N STONE GOLUMNS A' EXISTING STONE / l� SIDE ELEVATION 1 / 2" - 1 '-O" ,� �OUR SEASON .�'.�r�F" ti�� t� Vail, Colorado Client: Four Seasons 1 Vail Rd Vail, CO 81657 Architect: � Creative Design Assoc 434 BROADWAY � 5TH FLOOR New York, NY 10013 j t.212-748-8900 j f.212-748-7950 E , Q�� , n ..�vZ 09� y: � ,t S _ . 004 0 �-�,� �jz �2 �� SFD A R��`'� ssue Date Comment 01 3/23/12 PERMIT Date: 03/ 19 j Scale: NOTEC I ' � `y� Job #: XX-XX Drw By: DBS Title: �L�va�TioN A-401 Sheet: O'1 of 1 3 EAST ENTRY ROOF ADDITION li F�GE OP STONE VENEER � EXISTING ADJAGENT WALL � � � � 0 � — ��— — — — — — ROOFING TO MATGH EXISTING —IGE 8 Wf�TER SHIELD UNDERLP�YMENT R{tFTER-5EE STRUGTURAL � ( �5/8" TYPE X GWB � FISER GEMENT SOFFIT-MATGH EXISTING � ROOF SHEATHING, SEE STRUGTURAL � ( 1'-3 1 /2" � HEAVY TIMBER TRIM [ METftiL DRIP FLASHING TO � M?�TGH EXISTING —� 2X BLOGKING \ � I � � r � ' � � L � � �' � �� . - � � ,�Iry � � � I � HEAVY TIMBER FASGI,4 AND TRIM HEAVY TIMSER � TRUSS BEYOND STONE YENEER AND STONE GAP 3 1 /2" _ � n° _2 1 /�" i DET�IL e 3/4" - 1'-O" A600 --J C� 0 C 1��/ '/,I �7 D � NEW METAL FLASHING UhIDER STONE Gf�P. MATGH EXISTING �o � �� RAISE EXISTING STONE TO NEW ELEVATION EXISTING HEAVY TIMBER TRIM EXISTING METftL FLASHING EXISTING STONE �VEhIEER � �� —� L TOP OF WD BEAM �� ELEV. - 1 1 2'-4 1/4" �� i' �� ROOFING TO MfkTGH i � � EXISTING � � T.O. SIXTH FLR SLAB — — — — — — — — — — �� — — — — ELEV. - 1 1 O'-O° iC� � �� C � i ,� � FOLJR SEASONS ' .i�t°rr/ �i ruam'.�'e�rt.i Vail, Colorado Client: Four Seasons � 1 Vail Rd ; Vail, CO 81657 �I Architect: i Creative Design Assoc � 434 BROADWAY I 5TH FLOOR New York, NY 10013 t. 212-748-8900 f. 212-748-7950 �� o B __ � 4600 Q� 1�r0 � /\ � \ \ \ \ \ \ i \ j� 6�� \ � \ I / / / / / 'd / / / SEGTION � 1 /2" = 1'-O" �boo N � � ❑ '�� 9 siM. ,tP 9� � 0 - ,� Avi � TO\ P OF WD BEAM SO E�1 O'i'-O 1/ " 004 0 `��1 �/ 23 � V� I TOP OF STONE GAP FysFD �R�� ELEV 105'-3" �WALLOX GARD RE/aDER C — � EXISTING STONE GAP EXISTING GONG. �WALL EXISTIh1G STONE ��VENEER �� _ _ _T.O. FIFTH FLR SLAB � C ELEV. - 1 00'-O" � � 0 -� (- � � `O ____ vs ssue Date Comment i 01 3/23/12 PERMIT � ! �! i ( ; I � i Dafe: 03/1G Scale: NOTEC : Job #: XX-XX � Drw By: DBS Tlt�@: 1 SEGTIONS A�ND � DETAILS E A-600 Sheet: � i 08 of 1 3� EAST ENTRY ` ROOF ! ADDITION ` � � ROOPING TO MATGH EXISTING O/ IGE 3 WATE SHIELD O/ ROOF SHEATHING METAL GAP, M,4TGH EXISTING TYP, GOLOR, AND DRIP PROFILE TOP OF WD BEAM ELEV. - 1 1 �'-4 1 /4" 5/8" TYPE'X' GYPSUM � BOARD FIBER GEMENT SOFFIT MATGH EXISTING B 1 TOP O� WD BEAM ELEV. - 1 O'1'-O 1 /4" MATGH DETi OF EXISTING SXS HE,4VY— TIMSER GOL. 1 X6 HEAVY— TIMBER TRIM EXTEND IGESWftiTER SHIELD OVER EXISTING 5T TRU55 AND DOWN FAGE 1" GAP METAL GAP, MATGH EXISTING PROFiLES AND DETAILS OF 51M. GONDITIOh15 AT EXIST. ROOFS-i DET�IL B 1 u a 1�—On A601 EXISTING STUG� WALL BEYOh1D NEW STONE GP�P, MATGH EXISTIh1G NEW STONE VENI MATGH EXISTING EXISTING STONE I I ' � VENEER � � DoC ❑ �� D D C� � I I D 0 � � � EXISTING HE,4VY TIMBER TRIM RAISE EXISTING- STONE TO NEW ELEVATION FLASHING UN; STONE GAP FLASHING ,4N WEEPS ABV LEDGER ��u � �� oof � � �- � � � �� D � D t-rrt-i-rr-rrn-rrrry n i SEGTION � 1 /2" = 1'-O" �bo� D 0 0 IN-FILL WALL, MftTGH ADJ. GOh15TRUGTION PATGH STUGGO A5 REQ'D T.O. SIXTH FLR SLAB ELEV. - 1 1 O'-O" (VERIFY) D , � ,� FOUR SEASON .��'xrfe�i �rirt� �e�i,-l.i Vail, Colorado Client: FourSeasons 1 Vail Rd Vail, CO 81657 Architect: Creative Design Assoc 434 BROADWAY 5TH FLOOR II New York, NY 10013 � t. 212-748-8900 f. 212-748-7950 Q�� Q F c:0� �� EXISTING W,4LL y� �Q _ DAV ` S �oo�. o EXISTING STONE �' VENEER ��f� 3 Z�j (�L �� ysFD A RC�`'� EXISTING DOORS ; T.O. FIPTH FLR SLAB — ' ELEV. - 1 00'-O" (VERIFY) � 0 0 D � D k..�!`Jl��! _ � a�te: _ �I: , �—l< - �z �� C� ssue Date Comment Ot 3/23/12 PERMIT Dofe: 03/19 Scale: NOTEG ` Job #: XX-XX � , �� Drw By: DBS Title: SEGTIONS AND DETP�ILS ft-601 Sheet: 09 of 1 3 EAST ENTRY � ROOF ADDITION � RE:ARGFi FOR — STONE VEN�ER AND WATERPROO� I N6 FIELD �/ERIFY TOP O� WALL EL�VATI ON EXISTING FOUNDATION WALL NERIFY) L 8x8x1/2" WITH (2) 3/4" m x 4" EMBEDMENT EXPANSION ANGHORS �XISTING �/EN�Ei? EXISTING GMU (VERIFY SOLID GROUT) N m, � � m I/4" STEEL PLATE E.4GH SIDE OF GOLUMN WITFI (2) I/2" � THRU-BOLTS 4�� I/2" x 8" x 8" STEEL SASE PLf�T� WITFi � (2) I/2" m x 6" EMSEDNI�NT EXPANSION O ANGHORS TO EXISTIN6 FOUND.4TION „ WP�LL ON I" SHIM AND NON-SHRINIG GROUT . d � � � � � - � & i' - � -° ;: � EXISTING SLAB ON �OAM 2 SEGTION SI00 SGALE: 3/4" = I'-O" PROIECT:FOURSEASONSENTRY ROOF G3 p 1213 DATE: MARCH 6, 2011 1. LIVE lOADS USED IN DESIGN: A. ROOF: B. IMPORTANCEFACTORS DESIGN CATEGORV: SEISMIC FACTOR (IE): SNOW FACTOR (IS�: WIND FALTOR (IW): C. WIND 3 SECOND GUST: FASTEST MILE: WIND FACTOR: 80 psf B 1.0 1.0 1.0 90 MPH 76 MPH I.0 D. SNOW GROUND SNOW LOAD (Pg): 80 PSF FLAT ROOF SNOW LOAD (P�: SO PSF EXPOSURE FACTOR (Ce): 1.0 THERMAL FACTOR (Ct�: 1.2 E. SEISMIC: SITE CLA55: p DESIGN CATEGORY: g SS: 0.35 51: 0.07 SDS: 0.35 SDl: 0.111 SEISMIC RESPONSE COEFFICIENT (Cs�: 0.07 RESPONSE MODIFICATION FACTOR (R�: 6 ANALY515 PROCEDURE: SIMPLIFIED METHOD F. LIVE LOADS ARE REDUCED PER CODE AS APPLICABLE G. BUILDING CODE USED IN DESIGN: 20091BC 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. THESTRUCTURALENGINEER DOESNOTPROVIDEINSPECTIONSOF CONSTRUCTION. PERIODIC OBSERVATIONS OF CONSTRUCTION 8Y THE STRUCTURALENGINEERSHALLNOTREPIACE REQUIREDINSPEC�IONS BY THE GOVERNING AUTHORITY OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. Bl. STEELCONSTRUCTION: a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION E%CEPT WHERE WELDING IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH IBC SECTION 1704.2.2. 3. NON-SHRINKGROUT A. NON-SHRINKGROUTSHALLBEPROVIDEDATTHEFOLLOWING LOCATIONS: Al. BEfWEENCOLUMNBASEPLATESANDCONCRETESUPPORTS A2. GROUTING SHALL BE COMPLETED AND REACH A COMPRESSIVE STRENGTH OF AT LEAST 5000 P51 PRIOR TO ADDIN6 BUILDING LOADSABOVE. 4. STRUCTURALSTEEL A. ALLSTRUCTURALSTEELSHALLCONFORM TO ASTM A36 B. STRUCTURALSTEELSHALLBE DETAIIED ANDfABRICATEDIN ACCORDANCE WITH THE LATEST PROVISIONS OF THE AISC "MANUAL OF STEEL CONSTRUCTION". C. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIE7Y STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-Dl.l. D. MINIMUM WELDS SHALL BE PER AISCTABLE 12.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE. L 6 �/ 5. WOOD A. ALL FRAMING LUMBER SHALL BE DRV DOUGLAS-PIR LARCH GRADED BV WESTERN WOOD PRODULTS ASSOCIATION AND CONFORMIN6 TO THE INTERNATIONAL BUIIDING CODE AS FOLLOWS: 5"ANDTHICKER/5"ANOWIDER DOUG-FIR #1 F6= 1350PSI ALL LUMBER NOT CONFORMING TO HEAW TIMBER REQUIREMENTS SHALL BEFIRE RETARDANTTREATED WOOD. B. WHEN PRESERVATIVE rREATED LUMBER IS USED, ALL METAL CONNECTORS AND NAILS SHALL BE GALVANIZED (DOUBLE-DIPPED OR BETTER). C. GLUE-LAMINATED BEAMS Cl. ALL LAMINATED BEAMS SHALL BE FABRICATED OF DOUGLAS-FIR LARCH (OR ALASKAN YELLOW CEDAR WHERE EXPOSED TO WEATHER OR WHERE LOCATED WITHIN 12" FROM GRADE) AT 12%MAXIMUM MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET SIZES. C2. LAMINATED MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESI6N AND FABRICATION Of STRUCTURAL GLUE-LAMINATED TIMBER LATEST EDITION AS PUBLISHED BV AITC. C3. PROVIDE UNITS CONFORMING TO AITC 117, 24F-V4 D.F. (OR 20E-V4 FOR FORSIMPLYSUPPORTEDMEM8ER5. ALLGLU-LAMSSHALLBE DESIGNED WITH ZERO CAMBER WITH THE TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS AS PER IBC TABLE 2304.9.1 UNLE55 NOTED OTHERWISE. JOIST HANGERS AND OTHER COLDFORMED METALPLATECONNECTORSSHALLHAVEFASTENERSAS REQUIREDBYMANUFAC�URER'SSPECIFICATIONS. LAGSCREWSSHALLBE INSTALLED IN PRE-DRILLED HOLES WITH A DIAMETER BEfWEEN 40%AND 60� OF THE LAG SHANK DIAMETER FOR THE UNTHREADED PORTION AND AT THE FULL LAG SHANK DIAMETER FOR THE UNTHREADED PORTION. � FIELD �/ERI�Y �4LL DIMENSIONS 6'--1�� 7'-2 I/4" V� U�/ / EXISTINC� �XTEiZIOiZ WALL EXISTING GONGRETE W�LL. VERIFY LOG?.TIONS AND �LEVf�TIONS /U� �� FOUNDP�TION PL�4N sloo I/4" = I'-O" E. PIYWOODAND/ORORIENTEDSTRANDBOARDSHEATHING El. PANELTHICKNESSSHALLBEASSHOWNONTHEDRAWIN6. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLVWOOD ASSOCIATION. E2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD P51, LATEST EDITION FOR PLYWOOD. ALL PANELS HAVING ANY SURFACE OR EDGE PERMANENTLV EXPOSED TO THE W EATHER SHALL BE Of THE ExTERIOR TYPE. E3. FORROOFSHEATHING USE3/4"(48/24 PANELSPAN RATING) El(POSURE 1 FIRE RETARDANT TREATED SHEATHING FASTENED WITH lOd NAILS AT 6" ALONG PANEL EDGES AND AT 12" AT INTERMEDIATE SUPPORTS. E4. ROOFSHEATHINGSHALLBEINSTALLED WITH THEfACEGRAIN - PERPENDICULARTOSUPPORTS WITH END JOINTSSTAGGERED. E5. INSTALL SUITABLE EDGE SUPPORT FOR ROOF SHEATHING BY USE OF PLVWOO� CLIPS Oft SOLID BLOCKING. 6. NON-STRUCTURALELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/ORSUPPORTED BYTHESTRUC�URESHALLTAKEINTO ACCOUNT DEFLEC�IONS AND OTHER STRUC�URAL MOVEMENT. B. FIRE PROTECTION FOR ALL STRUCTURAL ITEMS SHALL MEET CODE REQUIREMENTS FOR THE NPE OF CONSTRUCTION SPECIFIED ON THEARCHITECTURALDRAWINGS. STRUCTURALSTEELMEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLE55 NOTED OTHERWISE. m i 0 7. GENERAL A. ENGINEER'SACCEPTANCESHALLBESECUREDFORALLSTRUCTURAL SUBSTITUTIONS. B. VERIFYALLOPENINGSTHROUGHWALLSANDROOFSWITHMECHANICALAND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LIN?ELS AND CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILIN. C. ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED PRIOR TO ATTACHING MECHANICAL AND E�ECTRICAL ITEMSTO THESTRUC�URE. RESPEC�IVESUB-CONTRACTORSSHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. REQUIRED FOR INSTALLATION OF THEIR ITEMS. D. WATERPROOFING, VAPOR BARRIERS, WATER-STOP, ETC. SHALL BE AS SHOWN ON THE ARCHITEC�URAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. E. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR OR EKfERIOR WALLSAS SPECIFIED IN SECTION 14050FTHE INTERNATIONAL BUILDING CODE. F. ALLDIMENSIONSONSTRUC�URALDRAWIN65SHALLBECHECKEDAGAINST FIELDANDARCHITECTURALDRAWINGS. DONOTSCALEDRAWINGS. G. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENTTHANASSUMED, NOTIFYTHE ENGINEER. ..�... f ..'t,.� . ±.9 V �� 1 !+... . �ate:.�_ � �� _ , z �� 2 � FOUR SEASON .�o�s an,�.7bedarfl- Vail, Colorado Client Four Seasons 1 Vail Rd Vail, CO 81657 Architect Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 f. 212-748-7950 Seal & Signature ,. � � � J�� ` F f�� , r!fi��Q N � ` C1 . �;i, 3:� i :31 r^ . 4�. � ^ 3 �2�/tt .._�� {> "r`` .. .. '�� ` : t?„i,�,: ;`:}Ptq� �ey ;= t.. I ssue Date Comment PERMI 3-23-12 Date 3-7-12 Scale NOTED G3 Job �' 1213 Drwn By MTG Title FOUNDAT[ON PLAN Sheet S �ao DOB Job Numbe� EXI5TIN6 6" M�TAL — STUDS, 20 6A AT I'-4". (FE I LD �/EfZI �Y) FLitiT G-STUD BLKG WITH - (3) #10-16 SGR�WS IN WES TO STUDS EAGFf END 8", I6 6A6E G-STUD BLIGG. GLIP FL.4NGE5 � FASTEN 1^lEH TO STUDS EAGFf END WITH (4) #10-I6 TEK SGR�WS Lbx4x5/16" (LLV) x GONT. WITH (2) #10-ib SGREWS TO G-STUD BLOGIGIN6 AT 6" SP,4GING FLAT G-STUD BLK6 WITH - (4) #10-16 SGREWS TO TOf' OP BEAM BEAR NEW TIMSEfZ B�AM ON 3"� SGHEDULE - 40 PIPE GOLUMN WITH i/4" STEEL PLATE SADDLE. RE: SEGTION 6/5200 FOR PIPE GOLUMN DETAIL AND GONhI�GTION TO SLAB STUGGO ftT SIMILAR, DELETE STEEL AN6LE (4) #10-I6 TEK SGREWS, FLAT BLK6 TO 12" BLKC� I I/2" SGREW SPAG I NG (TYP.) EXISTIN6 STON� VENEER �5� SEGTION 5200 SGALE� 3/4" = I'-O" I/4" STEEL PLATE SADDLE WITI-I (2) I/2" � TFiRU-BOLTS TO TIMBER B�AM. 3"m SGHEDULE 40 PIPE GOLUMN I/�" x 5" X O'-8" STEEL SASE PLATE WITI-F (2) I/2" � x 4" - EMBEDM�NT EXPANSION ANGFiORS. �/ERI�'( POST- TENSION STRAND LOGATION PRIOR TO DRILLIN6 FOf? ANGi-IOR PLAGEMENT AT POST-TENStONED SLAB AT LE�(EL 6 I SFiIM Q NON-SHRINK 6RDUT EXISTING GONGRETE SLAS 5" �" �" - N � N tY 3/16" ,�,, t � . 6 SEGTION 5200 SGALE: 3/4° _ ��-O�� Xio �� #i I DGE BEAM LU-LP.M RA�TER E:PLAI�U BIRDS- �UTFi f�T RIDGE ..,, .,'SON A-35 GLIP EAGH SID� 3 SEGTION 5200 �q�E= 3/4" = I'-O" 3/4" FIRE RETARDANT TRE.4TED PLYWOOD ROOP SFiEATF1ING BIRDSMOUTFi RAFTERS O�/ER E��/E BEAM � 4x OR 3 I/b" - G.L. BLOGKING 3 I/4" MIN. R�: SEGTION I/5300 FOR GOLUMN GONN. ROOF F�,yi - i i ivcs rvv i c a: I. RDOF SHEATHIN6 IS 3/4" FRT PLYWOOD WITH 48/24 PANEL SPAN RATIN6. 5TA66ER PANEL END JOINTS AND PASTEN WITH IOd NAILS AT 6" MAXIMUM SPAGIN6 AT ,4LL PANELS ED6E5 AND AT I'-O" MAXIMUM .4T ALL OTHER SUPPORTS. Cv�G-r�w�i- cvT=r��/1a �_�w� � �_.��,. � ._ ,_ i �_��_ tZ 2. RE� ARGH FOR ROOP SLOPES AND BE.4M ELEVATIONS NOT � NOTED ON STRUGTURAL PLANS. E° I ROOF FRAMINC PLAN % 5200 SGLtLE� I/4" = I'-O�� I/4" STEEL � T-PLATE W I TFf (2) 3/4" m TFIRU- BOLTS IN RIDGE BEAM AND (4) 3/4" � x 6" LP�G SGREWS TO TI MBER TRU55 4 SEGTION 5200 xqLE: 3/4" = I'-O" I � E �� • 11 , � � � � ✓ I/4" �� 3 I/8" x 7 I/2" �� G.L. RAFTEi2 SxlO D� #I RIDE�E BEAM 2 SEGTION 5200 SGALE= 3/4�� _ ��-O�� o,�� .�. ��, p�-� SEGTION 5200 SGftLE: 3/4" = I'-O�� ' OUR SEASON '° � �.��. Vail, Colorado Client: Four Seasons 1 Vail Rd Vail, CO 81657 Arch itect: Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 f. 212-748-7950 Seal & Signature: F :��-�; PG f � F� �;� `'.' ` .l0 i ','�� J, � � �O JJ�`�� m. �• . � ��.g'SiZ�/tZ ,�_�� °r. ��' ��.••' �.� �� `�'� ��Itpy_ �S '.� `�,. �- ssu ate Comment PERMIT 3/23/12 Date: 3/6/12 Scale: NOTED G3 Job#: 1213 Drwn By. MTG Title: ROOF FRAMING PLAN heet: 5 200 DOB Job Number: (�) 3/4" m X 12" — LP�6 SGREWS WITFi 3" SF'AGING 3/4" FIRE RETARDANT TREATED PLYWOOD - ROOF SFf�ATFiING BEYOND (4) 3/4" � X 12" LAE� SGREWS WITF+ 3" SPP�GIN6 GENTERED ON TRU55 GIiORD (2) 3/4" m X 12" LAG SGREWS WITH 3" SPP�GING d 6" MINIMUM F'ENETRATION (TYPIGf�L. GOLUMN TO S�AM GONNEGTIOW / / / �fi � �� cti RE: Ai2GH FOR DEGORATI�/E EAVE GUT / <RE: AF2GFI> TOP OF PLYWOOD SE'i'OND �` "�'� c,� / � _ _ � / �� /� v � �� MINIMUM 6" � PENETRATION _ (rrPic� �� — � � , � j / RE: AT?GH FOR STONE VENEER ,4ND W.4TERPROOF I NG rn � I � EXTEND Bxb GOLUMN TO EXISTING POUNDATION WALL �� Z \\ \ (4) 10" LON6 "TIMBER-LOIG" SGREWS IN V�RTIGAL WEB TO TOP AND BOTTOM GHORDS \ (�) 3/4" m X I�" LA6 SGREWS E�GH END O� DIAGONAL WE� MEMBERS TO TOf' � BOTTOM GFfORDS � \ � '�' j6 \ �O A \ cti 0 8X8 l^�SS � \ \ (TYPIGAL) \ \ 8 3/4" X �I" GURVED 6LU-L,4M RIPPED TO MATGI-1 8X WIDTI-f ALTERNATI VELY; GUT GURV�D BEAM �ROM bx26 D�#I LET-IN BOTTOM GFfORD UP TO — 3/4" MAXIMUM AT 8x8 E�VE BEP.M IP REQUIRED. �LOOR LE�/EL BEYOND \ �.45TEN TRUSS TO bxb BEAM WITH (4) 8" LON6 "TIMBER-LOIG" TOE-SGREWS, (2) E/tGl-f SIDE WITI-I 4" PENETRATION. BIRDSMOUTFI TOP GFfORD O�/ER 8x8 EA�/E BEAM \ RE: P.RGH � TiZU55 DETAIL 30 SGALE: 3/4" = I'-O�� Sx8 DF #I EAVE BEftM "��""��.��' � �. ��:; "�t�} � '!'( - l � ��s __.�._ � 'OUR SEASON .�"r� �.1�� Vail, Colorado Client: Four Seasons 1 Vail Rd Vail, CO 81657 Architect: Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 f �� _�dst_�a�n Seal & Signature: r ��'.^,�� +`�'L ��`Sw"�' �,.\'�O : rr, � 'i :3��}�1 ='�A• 31t�/tZ.d��,�` �,`�,� o. ��?� ',h ,�fi��1 y-� '-��<;<f. � ;� . ssue ate Comment PERMIT 3/23/12 Date: 3/6/12 Scale: NOTED G3 Job #: 1213 Drvvn By: MTG Title: TRUSS DETAIL Sheet: S 300 DOB Job Number: + IXISTING FXTEWOR WALL SCONCE CIRCUIT TO BE USED FOR NEW DOWNl1GHTS IN ENiRY CANOPY. iDIM-DR2'�i LOCATED IN MECHANICAL MEIIANINE ROOM #M-402A � � � � `-T_' � � � � - � r� - - � -- �o ` �--- EXISTING 400 AMP DISTRIBUTION PANEL- "EDP2" 208/120V., 3�, 4 WIRE. 18,000 AIC ("EDP2" IS FED FROM 1600 AMP EMERGENCYDISTRIBUTIONPANEL"EMS1"> �PARTIAL) EXISTING ELECTRICAL ONE LINE DIAGRAM SCALE: NOT TO SCN.E + EXISTING INCANDESCENT EXTERIOR WALL SCONCE TO BE REMOVED. (lYPICAL OF 2) REUSE EXISTING 120V. LIGHTING CIRCUIT MADE AVAllA6LE THROUGH DEMOLITION OF EXTERIOR WALL SCONCES. CIRCUIT IS IN LUTRON DIMMING PANEL. (EDIM DR2-6) NOTE TO ELECTRICAL CONTRACTOR: ENSURE NEW DOWNLIGHT LAMPING IS COMPATIBLE WITH EXISTING TO BE REUSED LUTRON CONTROLS. ELECTRICAL GENERAL NOTES: 1. BASE BUILDING SPECIFICATIONS, DRAWINGS, AND LATEST REVISION OF CONTRACT DOCUMENTS FOR ELECTRICAL WORK SHALL APPLY TO ELECTRICAL DRAWINGS. 2. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE TENANT FINISH SPECIFICATIONS, DRAWINGS, AND LATEST REVISIONS OF ALL NATIONAL CODES SUCH AS THE N.E.C., N.F.P.A., AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 3. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND IXAMINE DRAWINGS OF OTHER TRADES ON THIS PROJECT, PARTICULARLY DEMOLITION, ARCHITECTURAL AND MECHANICAL, TO DETERMINE ANY ADDITIONAL WORK THAT MAY BE REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL INSTALLATION. 4. ELECTRICAL ITEMS AFFECTED BY REMODEL WORK ARE SHOWN ON DRAWINGS. EXISTING ELECTRICAL SHOWN IS NOT NECESSARILY INCLUSIVE. PROVIDE CONTINUIIY IN ALL CIRCUITS FOR ELECTRICAL FIXTURES, DEVICES, AND EQUIPMENT THAT IS TO REMAIN. SUCH EQUIPMENT SHALL BE RECONNECTED TO EXISTING CIRCUITS. 5. ELECTRICAL CONTRACTOR SHALL ENSURE CIRGUIT CONTINUIiY FOR ALL CIRCUITS WHICH ARE OR MAY BE AFFECTED BY THIS REMODEL AS WELL AS TO PREVENT ANY SINGLE CIRCUIT OVER-LOADING. REMOVE ALL IXISTING BRANCH CIRCUIT CONDUCTORS OF CIRCUITS REUSED ELSEWHERE. 6. CONTRACTOR SHALL PROVIDE NEW CONDUIT AND WIRE TO REROUTE AND RECONNECT FEEDERS THAT ARE DAMAGED, DISTURBED OR AFFECTED BY THE DEMOLITION AND REMODEL WORK. 7. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICATION OF IXISTING JOB CONDITIONS PRIOR TO BID. DISCREPANCIES BEfWEEN ACTUAL FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATfENTION fOR ALTERNATIVE METHODS OF INSTALLATION THREE (3) DAYS MINIMUM PRIOR TO BIDDING THIS JOB TO ALLOW FOR ISSUANCE OF CLARIFICATIONS. � � � i NEW RECESSED INCANDE CENT DOWNLIGHT WITH SLOPED CEIUNG AD PTER. LUMINAIRE SHALL HAVE A MAXIMUM ATfA6E OF 50 WATTS AND SHALL BE RA D FOR DAMP LOCATION. (iYPICAL Of 6) LIGHTING PLAN 1 SCALE:1/4' =1'-0' E- S. PROVIDE TYPEWRITTEN UPDATED PANEL DOOR DIRECTORIES FOR ALL AFFECTED PANELS REFLECTING ALL CIRCUITS WITH THEIR ACCURATE DESTINATIONS PER N.E.C. 408.4. CLEARLY MARK J-BOXES IN CEILING SPACE WITH REVISED CIRCUIT NUMBERS. THIS APPLIES TO BOTH SIDES OF THE TENANT DEMISIN6 WALLS. FL1P ALL UNUSED AND SPARE BREAKERS TO THE "OFF" POSITION AND INDICATE "SPACE" IN PANEL INDIX. 9. PREPARE AND MAINTAIN AT JOB SITE ACCURATE UPDATED "AS-BUILT" DRAWINGS OF ALL MODIFIED WORK IN THIS CONTRACT. AT CONCLUSION OF WORK, SUBMIT ORIGINAL OR ADEQUATE LEGIBLE REPRODUCIBLE COPY TO ARCHITECT / ENGINEER FOR PREPARATION OF RECORD DOCUMENTS. 10. ALL ELECTRICAL DEVICES, CIRCUITING, ETC. SHOWN DIAGRAMMATICALLY. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LOCATION AND WIRING AVOIDING MECHANICAL AND OTHER EQUIPMENT. 11. ALL NEW AND RELOCATED MATERIALS INSTALLED IN CEILING PLENUM SHALL BE U.L. LISTING, CLASS 1 RATED. 12. COORDINATE ALL POWER SHUT-DOWNS WITH BUILDING MANAGEMENT / LANDLORD. 13. RESUPPORT ALL NEW AND EXISTING CONDUITS, LIGHTING FU(TURES, AND CABLING PER UNIFORM BUILDING CODE (UBC). REMOVE ALL UNUSED SUPPORTS AS REQUIRED. --- `y i i� `� i.�.'v' �� .�' - ate; � � l� �L 7�U � dr ,J� /%�_�► %s_��C3S ��. The Formula for our fuMe (tamerN�uN�r.l Consulting Electrical Er�neers 77;7 CeMnl Sheet � Dmvtt, CO 6m7t �P) 303480.5+44 I �� 3�3458.l6i6 www.cgs'nQneclnAnc.com i� e FOUR SEAS�NS .�P.�� Pf�� Vail, Colorado Cli�nt FourSeasons 1 Vail Rd Vail, CO 81657 Archffect Creative Design Assoc 434 BROADWAY 5TH FLOOR New York, NY 10013 t. 212-748-8900 - . � f. 212-748-7950 Swl � Siynahxr 3�a0��Z Comment � �DaF�: 3/2012 Scalr. NOTED � �ob �: xx-�oc Dnv !y: TNS �Title: � ' ELECTRICAL PIAN --- - - � E-101 she�t: 01 of 1 �DOB Job Numb�r.