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Home My WebLink AboutPRJ10-0742 B10-0410.PDF � STRIX.TIJRAL DE516N5 S��G I � I G�T(01�15: Po $ox 800-r �4YON, GO 81620 PH. q"f0-331-6'740 DESIGN LOADS F�X. I-888-362-4685 GODE EDITION: 200a IBG INFO�bPSE NET WWW bPSE.NET LIVE LOaDS• • PLOORS 40 PSF n�s��rrs Arm wrxirr� � MATERIAL,HEREIN,ARE DEP�D LOADS� iw�rtrs o�s�vicE,�m � • �LOORS 15 P5F °`�n�r�'°r�RTM°F�'u.c cb�.�J �oF TMis fl�xP,wir� L�4TERAL LOADS• OR ANY I1�ORMATION GONTAINED WITHIN,ON A PRD.�GT OTF�R THAN • SASIG WIND SP�ED: W,4 MPH INDIGATED IN TI�TITLE SLOGK,IS • EXPOSURE. W�4 �issio�or��r�� is • SEISMIG DE51GN GLA55• N/,4 N°T a�ortsie�ro��5 �ro sca�c v�,wn�s REFER AN1'QUC�TIONS OR DISGREPANGIES TO bPSE PRIOR STRUGTUR�4L WOOD FR?�MING SPEGIFIG�TIONS• ro o►z vuriit�c,oKS�rRUCrioN �4. �WOOD FRAMIN6 SHALL GONFORM TO THE REQUIREMENTS OUTLINED �IN THE NDS EXSTN6 BEARIN6 WAL V�RIFY/ PROYIDE SPEGIFIG/�TIONS O� STRE55 GRADE LUMBER AND ITS FASTENINGS, L,�TEST EDITION, �; PL�4N NOTES BLOGKING AND GONSTRUGTION MA'TERIAL SHALL GONFORM TO THE GURRENT ISG. B. FR�MIH6 AND TRU55 LUMB�R SH.4LL BE DRY DOUGL,45 FIR-LARGH (DF), �GGORDING TO THE FOLLOWING REGOMMENDATIONS. ?�LL 2" NOMINAL LUMBER, EXGEPT STUDS SH?�LL BE DF #2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 3" NOMINhL /�ND WIDER, EXSTNG FLOOR SHALL BE DF #2 OR SETTER. SHE�4THING � G A�LL STUDS SHALL BE STUD GRADE DOUGLAS FIR-LARGH OR HEM-FIR(HF). D. TOP AND BOTTOM PL?�TES SHALL BE DOUGL,45 FIR-LARGH OR HEM-FIR #2, OR BETTER PL�4TE5 IN DIREGT GONTAGT WITH GONGR�TE OR MASONRY SHALL BE PRESSURE � TRE,4TED HEM-F I R #I E DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN D�SIGNED ASGUMING THE FOLLOWIN6 STRE55 PROPERTIES. FLEXUR?�L STRE55, QOO P51, HORIZGNT�L SHEAR, Ia0 P51; MODULUS OF ELASTIGITY, 1,600,000 PSI, TENSION PARALLEL TO GRP�IN, 450 P51, � GOMPRESSION PARALLEL TO GR,41N, 850 P51; GOMPRESSION PERPENDIGULAR TO GRI�IN, I � 625 P51. � F. ?�NGHOR 80LT5 IN WOOD 51LL PLAT�S SH�41.L BE SPAGED AT ?� M?.XIMUM OF 36" ON GENTER, UNLESS NOTED OTHERWISE ON PL?�N, WITH ONE ,4NGHOR AT 12' FROM EAGH END � OR GORNER ?�ND A MINIMUM OP TWO �N.GHORS PER MEMBER. G. BOLTS USED FOR WOOD �RAMING GONNEGTIONS SHALL BE INSTALLED WITH STANDARD � � � W�45HER5 AND NUTS. EXSTN6 PLOOR JOISTS H. TYPIGAL MINUMUM N,4ILING SHALL BE PROVIDED, WITH GOMMON N/�ILS,AGGORDING TO M �„(� � THE 2003 18G FASTENING SGHEDULE (TABLE 2304.a.1). ��» # - I. FOR �4LL SOL I D OR SU I LT-UP GOLUMNS BEARI NG THROUC�H �LOOR .1015T SPAGES; WOOD HEADER RE• � � PROVIDE BLOGKING IN �OIST SP?�GE, WITH GR055 SEGTIONAL ARE?� TO MA�TGH THE PLAN � �- � GOLUMN ABOYE. J. �X DIMENSION LUMBER FLOOR FRAMING, REQUIRES �X "GRO55 BRIDG-ING" BLOGKING � j Ol ` SPAGED AT INTERVA�LS NOT GREA�T�R THAN 8 O , /�T ALL SUPPORTS AND G,4NTILEVER �-- V ENDS. •� � K A�NY HOLES REQUIRED IN THE WOOD FR�MING, SH,4LL BE DRILLED THRU THE GENTERLINE I � l.(� � OF TH� 5TUD5 AND/ OR J015T5 AND SHaLL NOT EXGEED A I/�" DIAMETER. (�( $k � L. UNLE55 NOTFD OTH�RWISE, STEEL GONNEGTORS SUGH ?�S THOSE M?�NU�AGTURED BY THE `v� SIMPSON GOMP?�NY SHP�LL BE US�D TO .101N RAPTERS/ JOISTS OR B�AMS TO OTHER �I .I �� _ � �-Q �� V IU � BEAMS AT FLUSH-FR�MED GONDITIONS. USE NAILS SP�GIFIED BY THE MANUFAGTURER � ,� Z � AND PROVIDE THE MAXIMUM NAILS SUGGESTED. GONT�4�T THE STRUGTURAL ENGINEER � FOR �DDITIONAL GONNEGTIONS �4ND DETAILS, AS REQUIRED. Q � � � STRUGIURAL WOOD FR�MIN6 �455�MBLIES � m Z rj A. ALL EXTERIOR YVP�LLS/ SURFAGES SHALL B� SHEATH�D WITH PLYWOOD OR OSB, � �� TYPIGAL, UNO. (ANY PA�NEL IN GONTAGT WITH THE EXTERIOR SHALL BE EXT. GR,4DE). o � B. PANELS SHA�LL BE IDENTIFIED WITH THE GR,4DE-TRADEMaRK OF THE �iMERIG�4N PLYWOOD �SSOGIATION P�ND SH?�LL MEET THE REQUIREM�NTS OF U.S. °RODUGT O �-- STANDARD P51, LA�TEST EDITION FOR PLYWOOD ,TYPIGAL ALL ,455�BMLIES. � G. TYPIGAL WOOD FR/�MING A55�MBLIES: • LOAD BEARING WALLS LI� i. aLL EXTERIOR WA�LLS SHALL BE ASSEMBL�D WITH 2X6 STUDS AT I6" O.G. TO ,4 �"' Mf�XIMUM HEIGHT OF 12'-6", 2X6 STUDS AT 12" O G TO A MAXIMUM HEIGHT OF 14'-6", � ?�ND (2)-2X6 STUDS �4T I6" O G TO A M�4XIMUM H�16HT OF I6"-O",TYPIGAL, UNO � (STUDS LON6�R THP�N 16'-O" SHALL BE R�PL�4GED WITH I 3/4" X 5 I/2" LVL STUDS). 2. ALL INTERIOR B��RING WI�LLS SHALL BE ASSEMBLED WITH 2X6 STUDS ,4T I6" O G W/ 5/8" 6YPSOARD - STAGGER END .101NT5, ?�ND �ASTEN W/ #8 X I I/4" DRYWALL SGREWS �.T 4" O G. ?�LONG ALL PANEL �DG�S �ND AT a" O.G. �LONG ALL INTERMEDI/�TE SUPPORTS, SUPPORT HORIZONTAL JOINTS W/ WOOG BLOGKING - TYPIGAL, U.N O. 3 GAP WALLS WITH A DOUBLE TOP PL�4TE INST,4LLED TO PROVIDE DVERL�4PPIN6/ INTERLOGKING GONNEGTION ?�T GORN�RS AND ?�T INTERS�GTIONS WITH OTHER P,4RTITION W,4LL5 IF OVERLAP IS NOT POSSIBLE, STR?�P TOP PL?�TES TOGETHER WITH METAL STRAP TIES (SIMPSON ST2Q� OR EQUIVALENT). 4 ?.T BE?�M BE�4RING LOGATIONS IN STUD WALLS, PROYIDE MULTIPL�-STUD PAGK EQUAL TO WIDTH OP B�ARIN6 MEMBER, UNLE55 NOTED OTHERWIS�. To�°VVj'� • NON-B�ARING P�RTITION WALLS R�� '��°�a'� I INTERIOR NON-BE?�RING P�RTITION WALLS SHALL BE 2X4 OR 2X6 STUDS ?.T 24" C� ��p�� O G. WITH 5/8" GYPSOARD, TYPIGAL, UNO � �� '� � �� 2. Gr4P W,4LL5 WITH DOUBLE TOP PLATE INST?�LLED TO PROVIDE OVERL?�PPING/ � � �t�� PAR�TI�T�N 'WALLS�N� OVERLAP S NOTRP0551BLE,ISTRAP TOP PLATES�OGE HER � 'y ��3�/�'O WITH METAL STRAP TIES (SIMPSON ST2a� OR EQUIVALENT). c�Cy�� 3 PROVIDE (2) OR (3)-�X8 HEADERS 01/ER ALL OPENINGS IN NON-�EARING P?�RTION O WP�LLS, WITH (I)-2X4 OR (I)-2X6 TRIMMER ?�ND (I)-�X4 OR (I)-�X6 <ING STUD EAGH ��O � END, TYPIG,4L, UNO. � W 4 AT BE,4M SEARING LOGATIONS IN STUD WALLS; PROVIDE MULTIPL�-STUD POSTS � � � EQUaL TO WIDTH O� BE,4RING MEMSER, UNLESS NOT�D OTHERWIS� � � � � �� CENERAL SPEGIFIGATIONS: � _ � \ � IF GONSTRUGTION �4DJDINS ,4N �XISTING STRUGTURE, THE GONTRAGTOR SHALL SE � � � j RESPONSIBLE FOR YERIFYING THE DIMENSIONS, ELEYATIONS, FR,4MING, FOUNDATION AND O O �t1 ANYTHING ELSE TH,4T MAY A�FEGT TH� WORK SHOWN ON THE STRUGTU�L PLANS u- u- N (UNDER PINNING, SHORING AND BRAGING OF THE �XISTING STRUGTURE SHALL BE THE � w w 50LE RESPON5IBILITY OF THE GONTRAGTO� > > B. GOORDINATE REQUIR�MENTS FOR MEGH/�NIGAL/ ELEGTRIG?�L/ PLUMBII� PENETR/�TIONS � N N THROUGH STRUGTURAL EL�MENTS WITH THE STRUGTURAL ENGINEER. PRIOR TO - - I N S T A L L,4 T I O N O F S U G H E Q U I P M E N T O R O T H�R I T�M S T O B E A T T�4 G H E D T O T H E _ ` STRUGTURE, THE GONTRAGTOR SHALL ALSO OBTAIN APPRO�(AL FOR GONNEGTIONS AND V O ' S U P P OR T G O N T R P�G T O R S H�L L F U R N I S H R E Q U I R E D H?�N G E R S, G O N N E G T I O N S, E T G. p REQUIRED FOR INST�hLLATION OF SUGH ITEMS, UNLESS SPEGIFIGALLY hOTED ON PL,4N5 � N � Q G. NON-STRUGTUR�4L EL�M�NTS �4LL EL�M�NTS NOT SPEGIPIGALLY STRUGTURAL, SUGFf AS � Q _ NON-BEARING P�4RTITIONS ATTAGHED TO AND/OR SUPPORTED BY THE STRUGTURE SH�4LL T?�K E I N T O A G G O U N T A�N Y D E�L E G T I O N S ?�N D O T H E R S T R U G T U R A L M O V E M E N T. - n D. FIRE PROTEGTION STRUGTUR�4L AND NON-STRUGTURAL EL�MENTS SHA_L BE PROVIDED THE ADEQUATE �IR� PROTEGTION, PER GODE, �OR THE NPE OF GONSTRUGTION ��°`' � O z� SPEGIFIED BY THE ARGHITEGTUR?�L DRAWINGS E THE STRUGTURAL DRAWINGS ILLUSTR?.TE THE GOMPLETED STRUGTURE ,�IITH �4LL � ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BR?�GED THE GONTRAGTOR, IN � � ST�tMP THE PROPER SEQU�NGE, SH?�LL PROVIDE SHORING AND BR�GING, AND NEG�55ARY �� k PREGAUTIONS, AS MAY BE REQUIRED DURING GONSTRUGTION TO AGHIEVE THE FIN?�L �' �;.� �p00 UC�c GOMPLETED STRUGTUR�. GONTAGT ENC�INEER FOR GONSULTATION (NOT IN GONTRAGT) � y� �p.�.•''��~jra''•� AS REQUIRED. � ��-� F. THE STRUGTURAL �NGINEER SHALL BE GONTAGTED DURING THE GONS'RUGTION PHASE TO � �� MAKE THE JOB SITE OBSERVATIONS NEGE55�4RY TO GONFIRM TH?�T TH� GONSTRUGTION 4V�94 • IS PROGEEDING �1GGORDING TO THE PLaNS �4ND SPEGIFIGATIONS. JOS-SITE � � 1� 03' �0 Q OBSERVATIONS SHALL NOT B� GONSIDER�D GONSTRUGTION APPROV?L5 (STRUGTURAL � �p / / �,r'�,�' SUB IGONSULTANTS. G��ER,4L GONRAGTOR IS ?�RLSAO RESPONSIBLE FOR �E T�� s`r/4Np�-E�G`� o SUB-GONSULTANTS WORK). '` G. ALL OMISSIONS OR DISGREPANGIES BETWEEN V?�RIOUS ELEMENTS OP TH� WORKIN6 OR o EXISTING DR4WING5 AND/OR SP�GI�IGATIONS, A5 THEY M�Y OGGUR, SH?�LL BE BROUGHT PROJEGT 108'7 TO THE �4TTENTION OF THE STRUGTUR?�L �NGINEER PRIOR TO OR DURITG THE GONSTRUGTION WORK INVOLVED. RELE?�SE OF THESE DR,4WING5 ANTIGIPATES STRT DT: �t/2010 GOOPERATION ?�ND GONTINUED GOMMUNIGATION BETWEEN THE GONTR,�GTOR, �.RGHITEGT AND EN6INEER TO PROYID� THE BEST POSSIBLE STRUGTURE THESE L'RP�WINGS H�4VE �/7 DRWN BY: PUP BEEN PREPARED FOR THE USE OF ?. LIGENSED GONTRAGTOR, EXPERIETIGED WITH THE � � � � V � GONSTRUGTION TEGHNIQUES ,4ND SYST�MS DEPIGTED. D SH�ET NOV 0 4 2010 � O TOWN OF VAIL � I . I �� . � � , _ N ; 5TRUGTUR�4L DE516N5 PO BOX 800'1 AYON, GO 816�0 PH. q�0-331-6'140 P,4X I-888-362-4685 � � INFO�bPSE.NET WWW bPSE NET �PLANS AND WRITTEN MATERIAL,I�REIN,ARE ' S INSTRUN�NTS OF SERVIGE AND nr�rr��RTM oF t�,t.ic. fbPS� f�oF rNis v�wir� OR ANY INFORMATION GONTAITyED ' WITHIN,ON A PRG.�GT OT�iER THAN INDIGATED IN TF�TITL.E BLOGK IS PROHIBITED WIT}�011f WWTfEN PERMI5510N FROM bPSE bPSE 15 WOT RE5PONSIBLE FOR ERROR� DUE TO SGALED DRAWIN65 REF�R ANY QUE5TION5 OR �� I � �� aisc�,4trcies ro��tiax I\i TO OR DURIN6 GONSTRUGTION �3 �z O 2' 4' 8' X � Q W� �� N � Q � XO m�- oc �� SG?�LE: I/4�� - ��_�� ° �p � � cmv z NOT�S: ? t ��:� � �c �• TOP OF BEAM ELEV,4TION, TYP. _ � FIELD GOORDINATE �. ,� — Q • ❑ INDIG�TES GOWMN DOWN OR THRU FR,4MING; � � -. <TMR> INDIGATES TRIMMER STUD, <KN6> INDIGATES KING STUD. � _�� • � INDIGATES EXTfRIOR WALL OR IN'TERIOR BEARING Y�1�LL. - p X y • 0 INDIGATES INTBZIOR NON-BEARING P�RTITION ►N�LL, RE. ARGH FOR LOGATION. m m w p u..I • ALL {NEW� WOOD SILL PLATES IN GONT?�GT WITH GONGRETE, PROYIDE "GR�EN" TREATED l� � �' WOOD 51 LL PLATES ON I NSEGT ,4ND MO I STURE SUB-51 LL SH I ELD I N BETWEEN GONGRETE �4ND � `� PL�TE, IF REQUIRED. � W � � � � ^ • TYPIGAL MINIMUM N,41L�N6 SHALL BE PROVIDED, WITH GOMMON N�41L5, AGGORDING TO THE � � ± i-� � 2003 IBG FASTENING SGHEDULE (T�4BLE 2304.a.1). � � M • \(ERIFY PLP�TE HEIGHT ELEV,4TION5 W/ EXISTING GONDITIONS N j � � • EXTERIOR HEADERS ?.RE UN-�4LTERED AND M/�INTAIN EXISTIN6 LOAGATIONS � LOAD PATHS. W � � � � • ALL EXTERIOR WALLS SHALL BE GONSTRUGTED OF 2X6 5TUD5 SPAGED AT I6" O.G., TYPIGAL, � Z O U N.O. (RE. STRUGTUR�4L 6ENER,4L NOTES) W/ I/2" EXTERIOR PLYWOOD, EXP05URE I, 24/I6 � � ` ` AP�4 R�4TED - ST?�6GER END JOINTS, AND FASTEN W/ Sd NP�ILS aT 6" O.G ALONG ALL � v PANEL EDGES AND �4T I�" O G. �4LONG ?�LL INTERMEDIATE SUPPORTS; SUPPORT HORIZONTAL �� JOINTS W/ WOOD BLOGKING. - ��j( � —1 ALL W?�LLS SHALL Ha1(E GONTINUOUS STUDS FROM FLOOR TO FLOOR/ ROOF. lV` 'd, • v � RE. DOOR OR WINDOW M?�NUFAGTURER POR SIZE �4ND LOGATION OF ROU6H OPENIN65 IN � Z } STUD WALLS _ a _ � • THE �NGIN�ER HAS NOT BEEN EN6?�6ED FOR GONSTRUGTION SUPERVISION OF ANY KIND, AND ` � (� O ' �-� .455UME5 NO R�SPON5IBLITY FOR THE GONSTRUGTION ME�1N5, METHODS, TEGHNIQUES, UN-.hLTERED � � SEQUENGES �4ND PROGEDURES, OR FOR SAFETY PREGAUTIONS ?�ND PROGR?�M5 IN EXSTNG HDR � � Z GONNEGTION WITH THE GONSTRUGTION WORK. � m � 4La 0 35'-O" +/- (FLD. VRFYJ � O � � � � �� W � } O � H N d � t}i� O � (n w V � � � � p p w w � N N ,�o�� o � � ° � �o�°��'�%� � �dt . ��/ �� o � o y e ,q� �� - - �o ' �� `� o CYe, h-�� (� �� d O z 2 � p ��,,� ST�MP �� ,00�i�F� �'"'''y:� `-- OyQ��....p.,� V.•� �FtI�94 � _ ; � 1�0,3�10 r� O �N��,.�'�� ss�ONA1-��' PROJ�GT 1087 STRT DT: q/2010 DRWN BY PUP SHEET �� . I j� _ - . _" �-s. _- ' "_�. _ ,�� ' /�~•— 1 I i � � — - —_ Y �� `, � J o - f�; C ' � � " �.�� , . _ , - __ - - � - �� o � �' - � - - - - - - - � � .. � _ � � , :; _� \/ N �� .� O � I I I � I � ; o U � , , � �� , � � , � ; � , , � � � � o , � I � 1 - - � � a - ;,. � � - L� ��J�v1�; �ate � : 35�_pu� �� ' -_ /-1�3 � �'Y: o i , - ��ae � - — _--- - --_ -- _ — _ —_-- _ - _ --- _ - -- : - ` —�"� _ , Existing Condominium Plan Weideman Residence Plan View 4590 Vaii Racquct Club Drivc �� Scalc: 1/4" = I '-0" 6uilding 5; Unit 5 � .ca� 10-26-2010 Vail, Colorado ft1G58 ��J � _ ->�. ;�-- .:_ - � ,.. _ - — ,� s o— I < / —o� _ ._. - - . — _ � ; _ � z � ` 1 � ..' ✓ Q - 9 o � � C t�' o � z _ � � � ,. � r - - - ,; r ::-- _ , � / . .� _ -- 3 KEYEDNOTES: � ��., � , jO Rcmovc wood pancling a�id I _ i r _ � I� [cfinish drywall \ ' 4 > i O Remove brick abovc mantic, edd - - " - - '� -- � � O O - - �q i sronc hcanh, add tlnt scrocn arca � 1 � ' \/ \/ . N � O3 Add wood & drywall media ccnicr I �\ — �` w/ possiblcbcnch/stornge 14 '� '\ ~ O 4O Replacc brokcn window and door as i shown. Pain� ro match ex. coior Shift bedroom door to hall a O b O � — _ . _ ' � � �J _ _� � 5 Replucc cntry cap�cl wi�h - i � � �� ncw tilc � � � - � � O -) � - i - - � 9O � 6 Rcplaccallkitchcncabincts, EOliJ ��. � i � sudnce counmrs, ncw applianccs � � ' �' � � 'v 07 Rcplacc vamty poniun ofbathroom � i I -. � � 1 1 O$ i! � 6 j �� I wrch ncw pantry ama � I � � � � �O �� '�� Rcplace Lnulwm wi�h new � �, �� j /// stonc �ilc Flooring V = . ��/ LJ'� �/ � � -�- r� = �9 Replace ca�pet with new � -' - �Y i wood ilooring �hroughout — -,1,� � ; � J - - - -- —- - - ] ( Rcplace all intcrior doors and vim. �� - � '� �i Rcpaintalldrywallsurfaccs JI1Vl; �i � . � '� r rtt `/'E1,�,�` l� ] � Rcfinish bathroom w/ ncw showcr I + � �� ;Q� IP`r�'E[1 ,:. �, tilc, sink, vaniry & linen cabinc� . E5 -0 v. �� - �` -- - AN i — - - - - - — J CE -- - - - - - at ' ] : Shifl closct to North wali & add e. �� 3�� ncw pockct door �o ba�hroom Y: � - -- ' '-- - - - -. . - - . . . -- . - - _ . . ('�j��—_ . _ . . _ O Rcplacccxisti�gwivdowwithnex�. � � � JO Paim [o match csis�ing color � Proposed Condominium Remodel Plan Weideman Residence Plan Vicw 4590 Vail Racquet Club Drivo Seale� 1/4" = 1 '-0° BuildingS; UnilS � ]0-2G-2010 VaiL Colorado H1658