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HomeMy WebLinkAboutB15-0309 plans approved . PROJECT INFORMATION: ADDRESS/LOCATION OCCUPANCY CLASS: BUILDING TYPE SIZE: NORTHWOODS CONDOMINIUM - BLDG. F UNIT F5 600 VAIL VALLEY DRIVE VAIL, COLORADO MULTI-FAMILY RESIDENTIAL NO CHANGE TO EXG (TYPE III) NO CHANGE TO EXISTING UNIT SIZE SCOPE OF WORK: REMODEL EXG. BATHS, LAUNDRY 8� CLOSET. MINOR CHANGET TO INTERIOR WALLS WITHIN UNIT REFINISH EXG. STAIRS FROM FIRST LEVEL TO THRID LEVEL. REMOVE 8� REPLACE STAIR FROM THIRD TO FOURTH LEVEL. 1 ECEIV ��� � o �o�� TOWN OF �/A(�_ NOTE: ALL EXTERIOR WORK (NEW WINDOWS, CHIMNEY) IS TO BE PERFORMED UNDER SEPARATE CONTRACT BY HOMEOWNER'S ASSOCIATION. � �t �.µ4 � ��:X� OWNER: FERNANDO OGARRIO KALB Bosque de Ciruelos No. 180 Piso 5, Despacho B Col. Bosques de �as Lomas. Delegacion Miguel Hidalgo. MEXICO, D.F. 52452145 GENERAL CONTRACTOR: DESIGN ARCHITECT: Y.0 Construction LLC ADDRESS. 32700 HWY #372 Edwards CO 9 70-531-8985 OGARRIO ARQUTECTOS Bosque de Ciruelos No. 180 Piso 5, Despacho B Coi. Bosques de las Lomas. Delegacion Miguel Hidalgo. MEXICO, D.F. 52452145 ARCHITECT OF RECORD: LKSM DESIGN, P.C. PO BOX 9195 AVON, COLORADO 81620 970.376.6623 LMAYER@LKSMDESIGN COM ��t��tl�� ARQUITECTOS T`own of Vail � �4 ��'� ��'�PY NORTHWOODS, VAIL. _ _:�, .:� .. ��'Y �k '�� "'� . ,�,, �� �:� , f `� � � `P k� 5� ;� . � ��� , .:-�,��' . �, F�� k.��. g�,��(5 �� JV�I�`I vi V�i� "�i UeEiNED ��`"i�? ��,!`"�;�, .'`���LI�����J. ��t�" � ' r �/ / - • _....._ _ a_��_ ._..�...� m.,�..�:-�- ijo . _,.�1 , ..s ��. � � � �� � � � �.:. CODE NOTES: 1. THE TOWN OF VAIL IS THE LOCAL JURISDICTION. 2. NO EXTERIOR WORK IS BEING PERFORMED UNDER THIS SCOPE OF WORK. 3. THE G.C. SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE 2012 INTERNATIONAL BUILDING CODE. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING ALL LOCAL AND REGIONAL CODES. 4. FiRE SEPARATION REQUIRED: 1-HOUR: FROM RES. UNITS TO RES. UNIT 1-HOUR FROM RES. UNIT TO PUBLIC CORRIDORS. 5. MAINTAIN EXISTING FIRE RESISTANT WALL & FLOOR CONSTRUCTION AS NOTED ABOVE. PROVIDE FIRE-STOPPING AT ALL NEW PENETRATIONS IN RATED CONSTRUCTION. 6. ALL EXISTING FIREPROOFING 8�/OR FIRE-RATED WALL SYSTEMS SHALL REMAIN iNTACT. ANY FIREPROOFING DISTURBED DURING CONSTRUCTION MUST BE REPLACED PER ORIGINAL THICKNESS AND SPECIFICATION. G.C. SHALL COORDINATE ALL REPAIRED FIREPROOFING. 7. ANY FAN/DUCT WORK LOCATED IN 1-HOUR WALL CONSTRUCTION SHALL HAVE A 1-HOUR RATED DAMPER. 8. ALL WORK PERFORMED ON THE EXISTING SPRINKLER SYSTEM SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND COORDINATED BY THE G.C. APPROVALS WILL BE REQUIRED BY THE TOWN OF VAIL FIRE DEPARTMENT. 9. ALL WORK PERFORMED ON THE EXISTING FIRE ALARM SYSTEM SHALL BE PERFORMED BY A LICENSED CONTRACTOR. NORTHWOODS, VAIL. GENERAL NOTES: 1. DO NOT SCALE DRAWINGS 2. THE GENERAL CONTRACTOR FOR THIS PROJECT SHALL COORDINATE ALL WORK WITH SUB-CONTRACTORS. G.C. SHALL ORDER ALL MATERIALS UNLESS OTHERWISE NOTED. ALL SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS 8� EXISTING CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY OWNER OR ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. PLAN DIMENSIONS AT EXG WALLS ARE TO FACE OF FINISH WALL. PLAN DIMENSIONS FOR NEW WALLS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. 4. ALL NEW WALLS SHALL ALIGN WITH ADJACENT EXISTING SURFACES. ALL NEW WALLS WHICH REQUIRE PATCHING SHALL MATCH EXISTING FINISH AND TEXTURE. PAINT ENT�RE WALL IF ANY PATCHING HAS BEEN PERFORMED. 5. ALL NEW WALLS SHALL MATCH EXG. CONSTRUCTION OR SHALL BE NEW METAL STUDS (20 GA.) @ 16" O.C. (MAX.) WITH ONE LAYER OF 5/8" GYP. BD. ON EACH SIDE UNLESS OTHERWISE INDICATED. CEMENTITIOUS BACKER BOARD SHALL BE USED IN ALL WET AREAS. PROVIDE HORIZONTAL BRACING AS PER MANUFACTURER'S RECOMMENDATIONS ON SPANS OVER 8'-0" 6. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES AND RETAIL FIXTURES. ������� ARQUITECTOS -- .-�_� ��� � �� �� ���� .�, -�--:_ - �_ � '°�` '';� ;� ���/ _ ������t�3 '�°: . 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I ,,..... _ i � !J _ _ _ _ _ _ FOURTH FLOOR� 8261'-6" , A�� �� � �'N � � � I — — — — — _ THIRD FLOOR � 8251'-11" �! � o� I � SECOND F�OOR� � - - - - - - - 8242'-4° cN � � � I Y J � I �I1-`ri'1 FIRST FLOOR 8231'-19" � ,;,/, I � ��-y V � F-- � � � t� w 2 � F..�.� � � l� � w � � �7 � � �`; C�; G � [1 � I .� _ .� :� PROPOSED CHANGES , B,Remoye Chmney_ NorE. ALL EXTERIOR WORK IS NOT PART OF 7HI5 SCOPE OF WORK AND SHALL BE PERFORMED UNDER A SEPAR4TE BUILDING PERMIT. �FIFTHFLOOR _ _ _ _ _ _ _ _ _ _ _ 8271'—1„ ---- � ------------ __ _ - ----- -------- F - ---------- 5 --___ ..y �'�°� . - - - - - - __------ -.� � v. t , .� ., �-----------------^--------------- ..� — ��.�,,� 1 I . j . . . .�.'i. . �', 4 , � r >�"`�°`i a ., � � � � � ..' I .... .. . �. �, � �'., �� . ... :..._. .. i � . y t q a" � � .. �:.. �• ( .- .�_ ... . . _... _ _.. ..__ _, _ ' . ' .�� �U c - _ _ � � . .. _ � �1�� ; f . - , y � . I ;, ; � . ��� � � , 9, � , � . e.. 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SHALL BE PERFORMED UNDER A � SEPARATE BUILDING PERMIT. � B,: � � I i � I � i � � ., k .,.:.�,,., C, FIFTH FLOOR _ _ _ _ _ _ _ ? � \� 8271'-1" - --?- - - - - -�-'-- - I � _� � , � � € F�� I � F OURTH FLOOR — — — — — — — — — —:— 8261'-6" — — — — — � �•, .� .�.� � � .___ _._._.. ......._......_ ..._.. / ' ^'n.-;,., �`"a'� ��� � i.� � .. � . . 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' � ; -,- . ; ; _ _ ._. _:: I I _ _____ , _ _. _ _ __ ___ � � I _ _ �- _ _ _ � _ , _ _ _ _ , i � � _ - . - _- � cf _ _ � _ - , � ,_ , _ � ___ __ - , __ _ � __ _ —. . � � ., , _ �, _ i _ __ _ � _ _ _ �� _. _ �. ' __. ._' '��' '�..,_ .._..___" � ) I v �_, — , ,�, I — _.. ; _ . .. . ..�. ...... ; :... _.......I Ky — — — — — — — _. r— -- - - - - - - - - - - - �-- = - - — —'— —_- �__ _ _ � _ _. - i _ �. ,,...... � _ _..._ °' —_ � I _ , I — _ 1 I _ _. _ , \ � — ;�. ,i . . . . . . . . . . . . . ' . , , . . . . I . . . .. . _ . .. . \`�/ �� //% �� �� �� �\\� . , _� � � � � ��� ' ' � ��'4! r /!v��`�'��/U�� i�, �i i \ /, ' � � � . � . .. .. . . . . - % ;j �� E�`/� ���F��r � 1 ����N��� � . . �� — . . ❑ . . . . � � . .. . � 7 � � � ��� ,�, �� � ��'` � ����� ��� ��� �� � , , 2�'-�/�' �SECOND FLOOR _ — — — — — — — — — — ',�i ` X//. \ �`% i " — — — — — — — — � , — — — — — — — — — — — — — = � � I — — — — — -<! — — — — — — — - — — � 1�t 4.. i� F-- .� ,�.. y ,� i�s } z �, i� F !i� ��r _. F_ F-- � � 's � `;� � ; � � � � . � r---1 � ; , . ;`�. _ . -.,�.*-�-°° ' � � � �\ .� i �'� ' � . , � j//�; � �. / / �/ � / i I � � . \ /� � . �i. � . \�, � i . , ,� ��` \� /' � //'j I I ; � � ,;� i, 1 ; . � ` '��. , i ,\:\\' � �:� i I "/' i; � ,� I ' � ' � � � /� { � � ��\i� `i �� � � � _ � � � � � � � � � � '%i 'i , �, '� ; ��i �WEST ELEVATIO N FIRST FLOOR , F / , • • , . , — ; ; ,, , , ° , `,. _ ,. �,_� �� � �IRST FLOOR PROJECTION � �� ���� �� �� � ��� ���� � � ' � I � ' � �8231'..__�_�„ _ �� �� � � �� �� ; _ �. _... _ _..._ � �� ��� �� �'� ____ � _._ � __�_� �����, ���� BUILDING ��F�� . �. . _______ _ _ _ � � —_______——____.__ L� _,: � :::...r. _ __ __ , � . , II • Ii .._ . . . : . . . . . . . :.. _; ,_... ��_ ��^ _. �_ _._ , .� . I ..... .. . ..�. ......_....:. .__i-_. .....__.._.. ._..__... -....._.... ..._...._._ ...._._ _.... ._.. F5 r�__________________���___________—,__—_—�� � _ : _ I ; ; I . . : _._ � : __ _ _.. '_ ' ' _... { . -: - . i : ' � = -,:- — —. — — —__ -�__— —_— — — — �- - _._ — — — — — — — — — — — — — — _ _ _. _ , ( -- — -- -- _ _.. __ � I - . i I , i - , . _ . _ _ 4 Y" `� '�r��� FIFTH FLOOR � — — — — — — — — — — — — 8271'-1�� ; ti o� I i i FOURTH FLOOR� - - - - - - - - - - - - - - 8261'-6�� �ili�t I � . � ��p 1�!k ', e .,. � . 'i 1 _n / 3 ' IN �at�:a � _ `° � �'��.. �� � i `-z� � ����i�'\_ I (�: THIRD FLOOR � — — — — — — — — — 8251'-11" , - - -- � �� � � i `�7� _ �I��l �=� _� _� ,� _ SECOND FLOOR� 8242'-4" r—N � � "�y--4_/ J"r��S�—�/ �, FIRST FLOOR � 8231'-11" EAST ELEVATION __ _ __ BUILDlNG ��F�� {�' �J ;� ii �r " _ � (Yx � �„ _- �,i ��.. � � � I V i,� � �� r� � �� �...... � �� � I � {.:) �.: Q: � � � �� � ' i� '�" �� � --� ,i� ; <�r �� ��,/' Y'^ +'Y t.� l�� a; GENERAL NOtES 1. LTVE LOADS USED IN OESIGN: A. ROOF SLOPE LE55 6:13 10B PSF B. NOOF SLOPE STEEPER 4:12 80 FSF C. TVPICAL FLOOR 40 CSF D. IMPORTANCE FACTORS CATEGORV 1 SEISMIC FAC10R IE 1 SNON FACTOR IS 1 WIND FACTOR IW 1 E. WIND ULTIMAiE WIND SGEEO 130 MFH EXGOSURE B F. LIVE LO,1D5 ARE NEWCED CER CODE IF APGLICABLE. G. CODE USED IN DESIGN: INTENNATIONAL BUILDING CODE,3015 EDITION. 2. TESTZNG, INSPECTIONS AND OBSERVqTI0N5: A. THE STRUCTURAL ENGINEEX DOES NOT PROVIDE INSPECTIONS OF CONSTRUCtION. STRUCTURAL ENGINEER MAV MqKE PERIOOIC OBSERVATIp15 OF THE CONST0.UCTION;SUCH OBSERVpTI0N5 SHAL�NOT REGLACE REQUIftED INSPECTIONS BV THE GOVERNING AUTHORITIES OR SERVE AS"SVECIAL INSPECTIONS"AS MAV BE REQIIIRED BY CHAPTER 1]OF THE INTENNATIQ`NL BUILDING CODE. B. THE FOLLqJING WORK SHALI BE INSPECTED BV TME SVECIAL INSPECTOR UNLE55 SPECIFICALLV WAIVED BV THE BUILDING OFFICIAL. 1. STEEL CONSTPIICTION a. ALL WELDING SHALL RECEIVE CONTINIIWS SPECIAL INSGECTION E%CEVT THE FOLLOWING: 1. WELDING DONE IN AN AGPROVED FABAICATOR'S SHOP IN FCCOflDANCE WITH SECTION 1]00.3. b. THE SPECIAL INSVECTOM NEED NOT BE CONTINUWSLY PRESENT DURING WEIDING OF THE fOLLOWING ITEI�lS,GROVIDED THE fMTERIALS, WELOING PqOCEWRES AND QUAIIFICAtI0N5 OF MELOEftS ARE VERIFIED PRIOR TO THE START OF WRK; PERIODIC INSGECTIONS A0.E MADE OF YpRK IN GRWRESS;ANO A VSSIIAL INSGECTION OF ALL WELOS IS MADE PRIOR TO COMPLETION OR GRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PA55 FI�LET NELDS NOT E%CEE�ING 5/16"IN SIZE. ]. WELDING OF STAIRS AND RAILING SVSTEMS. c. VERIFV WELD FILLER 141TERIAlS CONFORM TO AWS SGECIFICATIONS AND MNlUFACTURER'S CERTIFICATE OF fOMPLIANCE IS REQUIREU. tl. PE0.IODIC INSPECTION OF THE STEEL FRA4E TO VERIFV COMPLIlJ/CE WITH THE DETAILS SMOWN ON THE APGPOVEO CONSTRUCTION DOCLMENTS SUCH AS BRACING,STIFFENING,MEMBER LOCATIONS AND PROPER APPLICATION OF]OINT OETAILS AT EACH CONNECTION. e. VERIiY STRUCTURAL STEEI M4TERIAL CONFORMS TO ASTM STANMRDS SVECIFIED IN THE AFGROVED CONSTRUCTION OOCUMENTS,1N0 IMNUFACTURER'S CERTIFIED MILL TEST REVORTS. f. PERIOUIC VERIFICATION OF HSGH STRENGTH BOLTS,NUTS ANO W15HER5 FOft CONFORMANCE TO ASTM STAN�AR�S SVECIFIED IN TME AVGROVED CONSTRUCTION DDCUMENTS AND MANUFACTURER'S CENTIFICATE OF COMPLIM'CE. g. PEFIOOIC INSGECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOlTS. 3. STNUCTURAL STEEL l. ALL STRUCTIIRAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT NIDE FLNlGE BE0.N5 WHICH SHALL CONFORM TO ASTM 992, (50 KSI)AND E%CEPT PIPE COLUMNS M1ZCH SHALL CONFORM TO ASTM A53 AN�tU9E COLUWIS TO ASTM A500,GRADE B,lATEST EDITIONS.STEEL SUGGLIER 141Y PRWIDE ASTM AS]1�GIiAOE 50 AT HIS OGTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTUR,IL BOLTS SHALL BE A3i5N INSTALIED TO/MINIMUM SNW TIGHT CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM q39J UNLE55 NOTED OTMERWISE. C. SiRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE NITN TME LATEST PROVISIONS OF AISC"144NUAL OF STEEL CONSTRUCTION." D. E%CEPT MHERE DETAILED OTHE0.WISE� FABRICATOR SHALL SELER STEEI fONNECTI0N5 VER AISC"MANUAI OF STEEL CONSTRUCTION"(A50),TABIE 11-A AND/OR AISC"SIMPLE SHEAR CIXJNECTION MCNUAL"WITH A325 N BOLTS(OR NELUED EQUIVALEN�)TO SUPVORT LOADS IN�ICATE�ON THE STRIICTIIML DMWINGS. NHEN LOAOS ARE NOT SHOWN,SELER CONNECTION TO SUPPORT 6B%THE TOTAL UNIFORM LOAO CAPACITY PER AISC'MANIIAL OF STEEL CONSTRUCTION"FOR EACH GIVEN BEAM auo svan. E. ALL WELDERS SHALL HAVE EVIOENCE OF PASSING THE PMERICAN NELDING SOCIETV STANDARD QUALIFICqTI0N5 TESTS AS WTlINEO IN ANS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABIE]2.4 BUT NOT lESS iHAN 3/16"CONTINWIIS FILLET UNLE55 NOTED OTMERWISE. G. VROVIDE TEMPORARY BftACING AND�RECAUTIONS NECESSARV TO Cq1GLV NITH ALL STEEL ERECTION STrWDARDS PND TO WITHSTANO qLL CONSTRUCTION ANO/OR LATERAL LOADS UNTZL qLL FIELD CONNECTIONS A0.E COMGLETED AND PERMANENT LATERAL SVSTEPlS pND DECKS ARE IN GLACE. 4. Y%lOD l. ALL FRFNING AND TRU55�UMBER SHALL BE DRY OOWlAS FIR,LARCN�GRPDED BV WESTERN WOOD PRO�UCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING COOE AS FO�LOWS: 1"THICK-6"TO 6"WIDE(WALL STUO ONLY) STUD Fb� ]00 PSI 2"TO 4'TNICK-6"AND MIDER N0.2 Fb� 900 GSI 5"THICK-5"AND WIDER N0.1 Fb= 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONRECETINE USES PRIOR TO ALLOWABLE STftE55 INCREASES. B. WHEN GRESERVATIVE TREATEO LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE AOEQUATELV GALVANIZED(OOUBLE OZPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR,STRUCTUML#1 GRADE. D. FASTEN ALL WOOD MEMBERS WITH COMqN NAIlS ACCOftDING TO THE IBC SCHEDULE TA9LE 2304-9.1 lMLE55 NOTE�OTHERWISE. F. FLVM'T�D DECK AND/OR ORIENTE�STRANO BOARD. 1. GANEI THICKNE55 SHALL BE AS SHOWN ON THE DRAWING.IVVLICAT10N SIULL BE IN ACCORDANCE WITM RECQ�WENDATIONS OF THE AMERICAN GLWqOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED NITH THE GWNE-TR4DEWIRK OF THE AMERICAN PLVYqOD ASSOCIATION AN�SMALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD GSI,LATEST EDITION FOA PLVLA')00.ALL VANELS WNICH HAVE ANV EWE OR SURFACE PERMMIENTLY E%POSEO TO THE WEATHEH SHALL BE OF THE EXTERIOR TVGE. 3. FOR FLOORING USE 3/A"T8G STURD-I-FLOOft SHEATHING GLIIED AND NAILED WITH 10D NAILS AT 6"ON CENTER ALONG PPNEL EDGES AND AT 12"ALONG INTEPMEDIATE SUPPoRTS. 4. EXTERIOR W1LL5 SMALL W1VE ONE LAVER OF 1/i"EXPoSURE I PLVWOOD OR OSB SHEATHING NAILED NITH 80 NAILS AT 6"ON CENTER ALONG PANEL EWES AND 12"ON CENTER AT INTERMEDIATE SUPVORTS. AL�PANEL EWES SHALL BE BLOCKED. 5. FLOOP SHEATHING SHALL BE INSTALLED MZTH THE FACE GRAIN PERPENDICULAR TO SUVPORTS WITM END]OINTS STAGGERED. 6. INSTALL SUITABLE EDGE SUVPoRT BV USE Of PIVCLIGS.TONGUE ANO GROOVE 7MlELS OR SOLIU WD00 BLOCKING SIIVPORTS. 5. NON-STRUCTUPAL ELEMENTS P. ELEMENTS SUCH AS NON-BEAIIING PARTIiI0N5, ETC.ATTACMED TO AND/OR SUPPORTED BV THE STRUCTURE SHAIL TAKE INTO ACCOUNT OEFLECTIONS AND OTHER STNUCTIIRAI MpVEMENTS. B. FINE GROTECTION FOR ALL STRUCTURAL GARTS SMALL BE VNOVIDED AND SNALL NEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SVECIFIED BV iHE ARCHITECTURAL DMWINGS.STRUCTURAL STEEL MEMBENS SH4LL BE CONSI�ERED UNftESTRAINED UNLE55 NOTED OTHERWISE. 6. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECl1RE0 FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS TNRq1GH FLOORS,AOOF ANO WALLS WITH MECMANICA�ANO ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS,SI2E5,LINTElS PNO REQUINE�CONNECTIONS ARE CONTMCTOR'S Cq1PLETE RESPONSIBILIT'. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUSPMENT OR OTHER ITEMS TO BE ATTACMED TO THE STRUCTVIiE,ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPONTS 51WLL BE OBTAINEU.UNLE55 SVECIFICALLY DETAIIED ON ARCHITECTURAI AN�STRUCTURAL DRAWINGS,RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS,CONNECTIIXIS, ETC.,REQUZNED FOR INSTAL�ATION OF HIS ITEMS. 0. WATERPRODFING,VAPoR BARRIERS,WlTERSTOP,ETC.,SHALL BE A$SIIOWN ON THE AftCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. E. ALl MASIXJRV ANU STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR MALLS AS SCECIFIED IN SECTION 1405 OF THE iNTERNATIONAL BUILDING CWE. F. Alt UIMENSIONS ON STRUCTUML DRAWINGS SHALL BE CHECKE�AGAINST FIELO CONDITIONS ANO ARCHITECTURAL DRAWINGS. G. CONTRACTOR SHALL VERIFY ALL ASSUMED E%ISTING CONOITIONS.IF CONDITIONS ARE DIFFERENT THAN ASSUMEO,NOTIFV ENGINEER. H. FRE-MANUFACTURED StAIRS AND HANDRAILS,NOTED ON VLAN SHALL HAVE ALL ENGINEERING,DE516N AND DETAILING PROVSDED BY STAIp DESIGNER AND 51WLL BE SUBMITTED FOR ARCHITECTS RFVIEW BEARING THE SEpL OF A VqOFE55I L ENGINEER REGISTERED IN THE STATE OF COLORApO. STAIRS SNALL B SIGNED TO SUVVORT A LIVE LOAD OF 300 PSF. SEE AR[HITECTURAL DHAYlI 5 FO ADDITIONAL 1 � 4 - 5 - Y � Y � � h � tll Q Q ry 0 I I I I I I I I .,,,,,,,.I�. I__ I I I I I I il iy i I I I I I I I I I I I I I I I I I I _I. —. .......__—_ � �' �� I I I I I I I I� I I I I�'.,.i n I�. i I I ( I I _ _ _ I_—_—_ .,.— I �.. ...�'. I ��.I I I��. I\ I I ex I I/ _—_—_—I_ _ _— _ I I E> ELf �I � �W Zm ��ST�.IR NO �f W� I\\ LL � � E FLOOR BEAM � ' �FLOOR BEAM -—-— I i i i . __ ..... I � : _—_ _ I_—_—_ _ � _....._._. _r— �.�.—_—_—�..—_—_ i .,,.... . , ..... .. . �I I I I I� EXISTING FLOOR _ _ _ _—_—_ _ _—_— — _ �QI�L-_ _—_—_ I . .I,' I� . I,�. 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