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DATED ii / 2 / 82 _ 1 �.._ __ _._ _ . ._. . ___ � tV �„ , , . _ _ _ I 7 2 -__ - __ �- _� ._._ � _. ___._ . _ _ _. ..__- �-� � - � �Q QECK UNIT 6 � _ __ _ ._ . __ . __. ._ v ` �� 81 0 .6 �_ _ .__ _ _ p� •J � � � YV ( � DECK UNIT 4 pECK UNIT 5 N O d. N N _r---'""�! NOTE � ELEV. BASE SWR . MH � 7 , LOCATED SOUTH QF UNIT i '� _- I N V . = 8 � fi5 . 1 ' S0� CREE K _ _--- - - ------_ '�J ' SETBACK � i 8180 RIM = 6180 . 5 \ �. VV I DATE OFSURVEY � 2 / i5 / 91 , SCALE i ' � = l � � UNIT 4 tJNIT 5 NOTE � COM8INED AREA OF LOTS 48, 5 S O . i067 AC . � VAIL VILLAGE FOURTN F ! LING � N o � � � SURVEYOR ' :� Cr, kT :I: ?' TCATH. i'f� � O � 0� � O _� i , Stan Hog € eldt , a Professic� nai Land Surveyar registered ur7der 0) �j � t. he laws cf the Stat: e of Color � c3o , do hereby certify that thir., � � � opograpnic survey �aas made by m �: arid under my su ��.e � �ri, sion , a :, <: t. hat the survey is accurate anc3 co � rec_ t. '� o ,�� �^, ",�X'� S,t��; of my \ n � knowledge . � , z ,• : l.Y Da t. e - - �— ?—��- - --- - - - - -----�"'-=`�"`—'=..='-- ��` �I����*�- y—..,.....___ - -- � Stan Ho � feld�%' . <' � � 1 ; rac� � P . L . S . ?. t� s9i$ BUILDIN6 OVERHANG � 8179. 5 ' l . 0� SPRUCE � F�?ST FLOOR DECK � '-" ^'�[ i j iTEP NOTZCE : �- - - - - - - - x - -' � - - - Accordinq to Colore�o law you must cosnmence any legal ac � ion based upon any defect 8179J in Lhis survey witi::.n three years after you first discover surh defect . In no event . may any action base� upon any defect in this survey be commenc�d more than ten yea�s W�� from the date of th> certification shown hereon _ WA�K �n...iw�n..�n.�.......�w■ Li �NT POLE UGHT POLE 1 .5 SPRUCE �p�R�PH IC SUR 1� EY � � � � . 6` PINE � � _ _ -- - - � � 25.00' � 25 ,po' oo FORBES / PARKER CONDONIINlUIi�S & MURFREE CC?NDQM!!VlUMS �==�_=- =_ - - ° - - - - - = - - -� - = -_ = - = __- S�9° 2c�00" E s�°2o'oo" E VAI � VILLAGE FOURTH FiLiNG 41. 199 Nighway 6 & 24 , Eagle - Va �i ' Posi C?�f+ce i3ox � z�� x8� ��_9 SNEO � T►MBER W�.� 8��. 3 TpW N � F VAI � , E A � LE COUNTY, COLORADO � . Edwards, CU 8163 2 818l .5 ED6E OF PAVEMEN T � 818i .3 3i33-949- t4p6 . , ,: . .. . . _ _ M . POST Ff6RUARY 21, i99i � �{�� _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -; I � I � i wathmey i � Pratt � i Schultz i i ; i � /vcl+tlech. P.c. � I � VaN. Cobrado Bid67 1000 S Fonfape Rtl. 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I � i I I I f I � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I � � Gwathmey ► � i i Pratt i i Schuliz i i � i i ��n�. p.�. i i ,000 s. k«,r�a ed. w�r � i�u�tmm�a�io-iiaifi� � I ' Fca: c9�m a�o-�v�s � � ' � � ' � ' � I I � � ' � ' I � � ' � I � , � � ' i � I � � I 1 � I � I I � � I � I I � � I � I i � • � � � � � j � ! � I I � ! 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Prott, wHien a��hortration ot Etlwortl � I w SdrieY Schu12 � � I ' � i � � I � D� � I I � o4 �i 4� 0� � � 1�lC� i�.T� � L. � �� T I O1�! �v��: ; � � K�Y , � i i � � � � � �� I � ° i _ � ii i I O � i EXI � ITING � i i i i i i N� W GOi�15TRUGTION � i � i i i i i � i i i i i � i � i � i i � . ' i Sheet hlumbor � � I 1 � ' � �./ . � ' i � i � I I � i I ' 1 � L _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ � _ _ _ - _ _ _ _ _ _ _ � � _ _ _ _ _ � _ _ _ � � � � _ _ _ _ _ _ _ _ _ _ - _ � � _ _ _ _ - � � _ _ _ � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ - _ � � � � _ _ _ - _ _ - _ _ � _ _ _ _ _ _ - - - _ _ - - � _ _ _ _ _ _ _ _ � _ - _ - _ _ � � � _ _ _ _ _ _ - _ � � - _ � _ _ - _ � - _ _ _ _ _ _ _ _ _ � _ _ - - _ _ _ _ - - _ _ - _ - � _ � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � I � Gwathmey i i Pratt i i Schultz i � i � Archttects, p.c. ' � I . 100� 3. Frontaae Rd. WesF � I Vall. Cobratlo 81657 � I Tel: (97� 476-7147 ' Fta: (970) 47b1G12 � � � � — � � � I � � � � I I � I � I I I � I I I i �l� W SH� D DO�M�R � i i i � i � i � i � i 0 I i EXISTING �ODF TD G�T N � W STANDING S �� M � � N�W WOOD SH� K� \ / GOPPEiZ i�00r= � i i i � � _ 11 1 � i i + 1-l--1 Z � � � � � � � —X i I �`�. _ _ _ O i I � i � -- � � � i i et.,acA..... _.0 . . _— ___—_ * If �M1 . �{Olttli y .e:a �eaR��+., .r:. . ..v rm_rcm�n,.� '�+�...�,«-..._ ._ .__' — � Y. �p � ` � � .,,j,, \ � 'y'"' I { � / � " � � I I _ � / / `, � .,�a;. 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I � ! � � � z � � ' � � � � � � � � � o I � ���� � � f I , / � i � I � , ' i Z � O � I I o � � _ n I i i �� ) � I i i � I � � � � n � � , � ��_ 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 � aocvnonr I I aGCn°n'e"o�sY P`corcrscnuuz I � ai wcnrs ae�rvaa I I a . � � 7N6 docUmeM, oM ihe fdeas I � hatain�. �On iY nC.sQFr�¢nt of I � � propeM af Gwommey/arott �ofassbnoi xervire. s me ! ISchuMC ArChttecis. P.C. �d b not � Ito ba used, in whole or in part. iw � I Vly 01h0f p�OJOGT WIthOL1 }hB i w(�ItBllall�hOf�20�10l1D} 'cdWOftl � or Sltl�neY Sd UNZ.• Henry R. Prati. ' � � � � � � � I � � Da . � ; 04/ 14/04 � � � � ; Gfi�' US � S � GT I 01� - � � :� T �� ,- ,�v��►: ; � � , � , � il I II I ; � �� � � % = 1 = � o �X � � � T � ,�� �■ ; � � � , � , i N� W G01�5TRUGTION � i � a i i � i i i � i i � � � i — � � i � Sheet Number � I � I � � I I � I � I . ) � I � I I I � � I I � � - _ _ - _ _ - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J E K T R ACT _ A " �' {�j OR � � RE _ � ---` � CENTERUNE GORE CREEK `----/�.. . . �--- - ' EDGE CREEK .i---- _,--�"�',-.. ----__ ---._ �''!' _ __. �_ ,. � 1;- - _ . - _ , �.- - - . , _. _ . __ _ - _� - _ _ __ - - -' " 6 -- --- -- .__ . _-- --- -__.. - � . 6 4__ '� � _. � = _- _. _ __-�_ ' ; _ .. _ .._.__ . _ . --- �. ----__ _ ...-- . _. __.__ - 66 - -----__ ` - -- . _ , . w . . . . __ ,�._. _ . _.._.. --��.. _ !. . �—�, .� � �f __ _ _ __ _ ___ _ . -- . . - --_ _ _ _ _ _ -- -. _ i00 YEAR FLOOD PLAIN �' -- - -, - �� ` � � ' iNTERPOLATEd FROM FE . M A . STUDY 68 - -. _ .. , " � 2 .5PINE _ ._., t � ', r_ _ � PREPAREO FOR T. O . V . DATED li / 2 / 82 � _ - - � : 7 �: `. .-- -. _ _ . _- __ .__ _ _ 7 2 --. _ � . . _ _-_ _ _ -- 1 _ - - - ___ __ � _. -- - -- -- _ ' - � "" 8 aEC � UNIT 6 i �9 _ . __ _ _ _ _ o� � BI 06 � _ ____ _ _ i . O� � � DECK UNIT 4 DECK UNIT 5 O N d N N ( -"' "���_ NOTE � ELEV . BAS:E � SWR . MH 17 , +� O�CATED S �OUTN O�f UNIT � _ � r - INV. = 8165 . � 50 CREE K __. ----' SETBACK _ - - -- - - � 8180 RIM = 8180 . 5 DATE OFSURVEY � 2 / 15 / 91 SCALE I � � = 10� UNIT 4 UMT 5 NOTE � COMBINED AREA OF LOTS 48� 5 IS c� . � 067 AC . VAlL VILLAGE FOURTH FI LING � a � _ SURVEY � R ' S C �-. KTLFI. CATF. � O Q � � O I , Stan Hoqfeldt. , a Professi. ar} al Land Surveyor r. egistered ur; de .� 0': Kj t. � e laws of the State af Col. c> rac3o , do hereby r. ertify th � t thi :> � topvgia � nic survey was made by �tc: and under my suF� � � �ri, sion , ar� ei t_ hat the survey is accurate anci corre � t to �`�e ° �t� �; �� : of my knowlec� ge . „ � .� _ o,� ti ;;; � l�a t. e _ _ �� 2—��- - --- - - - --__.�--- - .�! __�_ .. .t- - - ---- - 4-- --��- . Stan Hoqfeld . c' � , s : � raav P . L . S . ?. E��� 9Y$ BUI� DIN6 OVERHANG � 8179. 5 ' I .O� SPRUCE J F1RST FLOOR OECK �' — ^�[ ; ; STEP NOTTCE : �- - - - - - - - - - - - - - � . According to Coiorado law you must cosmnence any legal ar_ � ion based upon any d�efeCt 8179J in Lhis surve witnin three *- y years a£ter you first discove _ such defect . In no eventr may any action baseci upan any defect in 't.his survey be commenced more than ten yea,rs WOOD from the date of. the certification shawn hereon _ � WALK , UGHT i'OLE LIGHT POL £ � .5� SPRUCE TOPUGRAPH IC SURVEY � � Q � . 6� PINE " � � °� 25. QO' `� 25 .00' `�'oo FORBES / PARKER CON�MI�IIUMS & MURFREE Ct�NQQM#f�fUM�S � --- S7�° 20`OC�' E s�°�o`oo"E VA I L V l L � A G E F O U �t T H F � L ! N G � =- _ =-= - ==-= = - =- _-- - = - _- - - - - = - - _ - 41.199 Nigfi�way 6 £� 24 , E.ag!e - Vad ° TIMBER WAI.L Posr o���� QoX , z3o x8� i�e .s s,►iEO � ��7g3 T4W N {JF VA ! L , E AGLE CC} UNTY, COLORADQ a : Edwa�ds, CO $ t �32 8t81.5 EQfE OF PAVEMENT St8f ,3 : 303-949- 14(}6 : , M . POST PEBRUQRY 21 , � 99t � �C}� GENERAL NOTES � _ L ivE LOaDS uSED iN DES iGrv _ Gwathmey Pratt A _ ROOF ( SNOW LOAD ) 100 PSF SChUItZ B . TYP ICAL FLOOR 40 PSF ����. p•� �� � 7D00S. Frnntsge Rtl. Wast � D . I MPORTANCE FACTORS va�i, cawaao a�ss� CATEGORY 1 r�: �s�m b78-1147 Fax: ( 970j 476-1612 SEISMIC FACTOR 1 SNOW FACTOR 1 WIND FACTOR 1 E _ wIND . 3 SECOND GUST 100 MPH FASTEST MILE 80 MPH EXP05URE B � F . SEISMIC SITE CLASS D CATEGORY C SS 35 S1 8 _ 1 2 . 08SERVAT IONS: A _ STRUCTURAL OBSERVATIONS 1 . STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION , SUGH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS ° SPECIAL INSPECTIONS " AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BU I LD I NG COD E . 3 _ FOUNDATIONS O A . THE ALLOWABLE SOII. BEARING PRESSURE ASSUMED IN DESIGN IS 2000PSF . ' 1 � V 4 . STRUCTURAL STEEL J A _ ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 ` — Z � B - STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � LATEST PROVISIONS OF AISC " MANUAL OF STEEL CONSTRUCTION _ " ., 5 . WOOD � � � � A _ AL � FRAMING LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY WESTERN 1MOOD � PRODUCTS ASSOCIATIpN AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: „ 1 � I.i.l 2 " THICK — 4 ° TO 6 ° WIDE ( WALL STUD ONLY ) STUD Fb = 700 PSI �/ � 2 ° TO 4 " THICK — 6 ° AND WIDER NO . 2 Fb = 900 PSI ° O 5 ° TH I CK — 5 ° AND W I D ER NO . 1 Fb = 1 350 PS I � _ NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES . ' ' , Z B . PROVIDE CROSS BRIDGING NOT OVER 8 ' ON CENTER FOR ALL 2X WOOD JOISTS AND 2X � � SO � ID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS . � � C _ FASTEN ALL 1MOOD MEMBERS WITH COMMON NAILS ACCOROING TO THE IBG � SCHEDULE TABLE 2304 - 9 . 1 UNLESS OTHERWISE NOTED _ � � D _ LAMINATED BEAMS � G� 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 �\+ PERCENT MO I STURE CONTENT I N ACCORDANCE W I TH V1� L IB . ALL S IZES SH01M� ARE NET _ W 2 _ LAMINATED MEMBER SHAL � BE DETAILED ANp FABRICATED IN ACCORDANCE � WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC _ 3 _ PROVIDE UNITS CONFORMING TO AITC 117 , 24FV$ , D _ F . FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4 , D _ F . FOR SIMPLE SUPPORT MEMBERS _ MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFAGE CLEARLY STAMPED ON EACH MEMBER _ t z,� �� � � ��.�: �� * � µ E _ PLYWOOD DECK AND /OR OR IENTED STRAND BOARD _ ;�"��� � � `a ""�` � � � `'`' �'� � � '' � `� � 7 _ PANEL TH ICKNESS SHALL BE AS SHOVNV ON THE DRAWING � APPL ICAT ION SHALL �1 d �� Fk ` y �"� � �} � � ' � "�� � 'V ^ ry� �� BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYW`pOD ASSOCIATION . 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE — TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U _ S _ PRODUCTS STANDARD PSI , LATEST EDITION FOR PLY1Nl70p _ ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE _ 3 . FOR FLOOR ING USE 3 /4 " T &G STURD — I — FLOOR SHEATH ING GLUED AND NA ILED � ° ��aY,�,e,,,s�„,,,� W I TH 1 OD NA I LS AT 6 " ON CENTER ALONG PANEL EDGES AND AT 1 2 " ALONG � nnR'�n��'Ra'�Nac INTERMEDIATE SUPPORTS . � 4 . FOR ROOF USE 3 /4 " ( 48 / 24 SPAN RAT ING ) EXPOSURE I SHEATH ING NA I LED e�"�e.i$°,°,�,w°'�,.no;c�n� WITH 10D NAILS AT 4 ° ON CENTER ALONG PANEL EDGES AND AT 12 " ALONG w.����' " Sdidl=Mditecb, P.C. and N na ta IN M IA U . M u�ed, l� Wtde or hpM,far�q 5 . EXTER IOR WALLS SHALL HAVE ONE LAYER OF 1 / 2 " EXPOSURE I PLYIMOOD OR � °"'.,,,,'„�;�;E�:�,,,,, OSB SHEATH ING NA I LED AT 6 ° ON CENTER ALONG PANEL EDGES . ��., �mRa�, a. �a�.YS�� 6 _ FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN - (� PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED . F _ PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE ° BCI — JOIST " AS MANUFACTURED BY BOISE CASCADE CORPORATION . Date: ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , '� .1 ,1 ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENOING , SHEAR AND DEFLECTION OS/ IH/O�-F EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS . WE8 BLOCKING AND BR IDGING TO BE AS REQU IRED BY THE JOIST MANUFACTURER . Revised: G . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS GAPAC I T I ES- FB = 2800 PS I , E = 2 , 000 , 000 PS I , FC = 750 PS I , FV = 285 PS I _ BU I LT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS ' RECOMMENDATIONS _ CONTRACTOR SHAL � HAVE THE OPTION OF USING 3 1 /2 " OR 5 1 /4 ° W I D E ME MB E R S . ������g� ����0��� `�'4 �5 py n y L�.B 6 . GENERAL ����,R�;e� (� ( , � ���,ry,��6�� . � � '"y } R�.`��,°a,��,��°, A _ ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS _ • � �g; �.';' � m� B _ VER IFY ALL OPEN INGS THROUGH FLOORS , ROOF AND WALLS WITH MECHAN ICAL AND '9 "�P i�; � �±, ELECTRICAL CONTRACTORS _ VERIFICATIDN OF LOCATIONS , SIZES , � INTELS AND � � r � � ;� � REQUIRED CONNECTIONS ARE CONTRACTOR ' S COMPLETE RESPONSIBILITY . ` ` . "� `w � � , �y �,�> r . f w a ! � a � C . PR IOR TO INSTALLAT ION OF MECHAN ICAL AND ELECTR ICAL EQU IPMENT OR OTHER ��'�2�;��"` �= v"�,� , ��'�"'� �„ ITEMS TO BE ATTACHED TO THE STRUCTURE , ENG INEER ' S APPROVAL OF CONNECT IONS ����"�E����;'�`'W�, T � AND SUPPORTS SFfALL BE OBTAINED _ UNLESS SPECIFICALLY DETAILED ON ° ARCH I TECTURAL AND STRUCTURAL DRAW I NGS , RESPECT I VE SUBCONTRACTOR 5heet Number i SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC . > REQUIRED FOR INSTALLATION OF o HIS ITEMS . m� D _ A � L DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND S � . O ARGHITECTURA � DRAWINGS - i o � � , ar° � E _ CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS _ IF CONpITIONS =o o ARE DIFFERENT THAN ASSUMED , NOTIFY ENGINEER . ;� � Gwathmey Pratt Schultz 24 '— I " iva,isecm. o.o.. 1000 3. Fro�tgge Rtl. Weal �Xb AT I '-4 " va�i, caornao e�ss� re�: ( 9�� a�e-� �4� Y�IOOD STUD F&x: ca7o� <�s-,s+s BEARITVC� WALL STEP TOP STE�' TOP OF WA.LL OF WALL _ � �i RE : P.RGH RE : P.RGH i I � II I i — - --- � i C2 - I 3/4 " X "7 V2 " V .L . C2)- I 3/4 " X "i V2 " �/.L . � , � I I I \ �� (2) - I 3/4 " X II I/4 " V.L . i I II C2)- I 3/4 " X 7 I/4 " V. L . ��--_ i I � i WITH 3/4 " m X P5 " EMSED i `-- ---� I EPDXY ARGHOR AT I '-G) " ; 2X8 AT I '-4" (IN GROUTED GELLS� '' / L�IOOD STUD WALL (TYPIGAL) _ / I p.5 REQUIRED . � �� ; PRO�/IDE 2X8 � ' (TREATED) F'L.fkTE 3) - I 3/4 " X 7 I/4 " �/.L . �� I 3/4 " X �1 I /2 " V.L . i � L�IITH I/2 " � ANGHOR f�T I ' -O " � P.T I '-4 " i BOLTS AT 2 ' -O" IN � ;_r-- �� � C�ROUT�D GELLS TO 3/4 " T86 FL � __ `� TOP OF EXISTING � SHEATHMG T �I 3/4 "` T � G PLYY�10pD GMU WALLS MATGH EXISTI ROO�SHEATHINC� Q � ELEv.B.TION - � � j U �--, -_�--; , LLJ --J �._. / � � ��v � ( V ' � � � � � Z > �� � �__ !� � � W � _ — 6 3/4 " X I " G.L .( � "1 " X IS " V. L . -- - -- - - - -- - - i Q m - - - - � � I� i / I I � i � .. ii �, I � � I / , t!� r � �' E STI riG F L i '� \ „ ., � W W ;�_ ' � --- FR MING TO � i � �T/4 �X G I /2 V.L . � ' B�ARING PLAT� � � �__ E AIN � , �i 3/4 " X 6 " X I '-O" O ' ' � i ij ' � I � � I i I � ��' I L�11TH (2)- I/2 "�DHA .S. � T � � � � �i � i � � ' I I � ;� ' �i ; ' � � �i li C6ROUT GELLS B�LOWJ y ( � ' '� � ! ',: ;I �i — �, � � !j � I �' � i i � 7 i I i I ` � i i �i � �I � - � i il II �II i li I / /' j I � �I�i i I i w f� � � i i , ; ' � �i � ' � � I ' � � ii � � � i I I �i � � N I � BE M TO REMAIN � � �—� ,� o o -� o� i I O �; ( ' i I i I , � , I � � rn � _ ^ , I v! --� � _ � ; � � i � I � ,' EXISTING BEAM A �A/T ROOF TO REMAIN �I L I i Ili i � - — --- !I � �- --- ( i � I -- ' i �,I II � UJOOD F �',,4MINGc N � TES : I-- -- , � �--� � ', , � ; I ':, I I� I I . GOIVTRAGTOR SHALL GAREFULLY EXPOSE EXISTIT�l6 �T GTURAL ' �- � DEMISITIG WALLS RND VERIFY TYPE .4ND QUALITY O � I E ISTII�IG � li �— WP.LL G01�15TRUGTIO1�l. ROOF F.ND FLOOR B�.4RIIVG P1ND OR '' ' i , �- � � � , GONT�IEGTION DETAILS WILL BE PURNISHED BY �NGINE � R UPO1�1 REl/IEY�t i I i OF EXISTING GONDITIONS i ( ' � I � � ADD C3) -G6X8X� CMINIMUM) � 2. GONTRAGTOR SHALL VERI �Y NORTH WALL GONSTRU TI N AND I STEEL GHAN1�lELS INT� �I XISTIT�IC� FLp.T ROOF � GONSTRUGTION 1�lEGE55?.RY Tp i�LL01^i DOUBLE VER�P. ftM TD ___J EXISTING FLOOR FRAMING I FRp.MINC� TO 2EMP. IN ; BEP�R ON EXISTING TOP PLP.TE . BEAR ON EXISITT�IG SEAM I ! .�aND EXTERIOfZ Y�IALL ! 3. "V.L ." InIDIGATES �/ERSA- LP.M BEAMS, AS Mi4NUFAGTU E BY E3015E �___ LAG BOLT !iT 4 '-O " (MAXIMUM) I I ' mcoovnanc �i Archi[ects P./P�t�schuttz GASG.4DE GORPORATIOI�l. i4LTERNP.T�S SH.4LL HA\l T E Sp.ME OR Tp �X15TING JOISTS wiRgn� Re��.�a GREATER GAPA�GITY A5 LI �✓TED IN THE STRUGTUR.4L �E ER.4L I ' i NOTES. � 'I I ' ' rn. ao«m«n. .na �r�aa .ai � j j I'; i i tm�mm.imw�wm«waw�ia�wa�.r 4 . Q INDIGATES GOLUMN DOWN ONLY - MULTIPLE 2X F � NOTED � i i ( I sa,,,"°�"�`�',�,., P.°"'c"�"a';nae, ON PL�NS. � ��� j � � � I W uwd, ln vk�Ws or Yiprt far�q aen.� M�u».au.� � \ i � i 1 !��Ptif. Mar &�dny9d+11t 5. � INDIG?.TES GOLUMN UP AND DOY�1T�1 UNLESS IT BEA�2 T�t � � ' � � GOT�IGRETE JNALL OR FOOTING BELOY�I, OR IT IS LABE�E UP ON Y. Q i - � i � i ! � ! b. HEI�DERS SHALL BE �3) - 2X8 UNLE55 NOTED OTHERY�tI E . � I f � � � I H��4DER5 SHALL BE BUILT OUT TO 5 I/2 " (3 I/2 ") V�11DTH \ j � ,� � [ { � I , � ADDING PLY�OD S�AGERS �4S REQUIRED . � �� \ //j� �� ' // —� � �� � Date. � / �. / � "1 . ALL GOLUMNS SHfaLL BE (3)-2X6 UNLESS NOTED OT� IS� . ' ' -- Orj� � $�04 ! i 8. iNOOD GOLUMNS SHP.LL BE GONTINUOUS FRpM FLOORj �j Revised: TD �LOOR OR FLOOR TO ROOF . TRIMM�RS St+.4LL B DDED TO T�IOTED GOLUMN SIZES AS �EQUIRED. — QI 9 /30 /04 � �r9"'�9�� �&?S3�g� . � �`a° � 4 „3 e'1 '�`aq � �� ; ,�a' ,��,���q��� ;.� ,M,�x z•�i�d��•,�,� ��b �{w, x,,o::�iE ��.''`°°>''C) °'�� f. °� `�' � �W � �� c, ., $ ,M � �., F[„ �> � ,,, � e=; � c . ' u..' p..�. w�. � r �.F: "p 9� '� �;� F :f T � � �,. � �..v ���` . � � � � �� ` ��� �`� �: -�� �� � ���{� f `"f � e�t.�* u�n�Q�' 4Pa . cq : . � SEGUND FLOOR FRAMING ROOF FRAMING PLAN , � � / � � S eet Number u� ° - SCALE 1 /4 " = 1 ' - 0 " SCALE 1 /4 " = 1 '-0" � ma S2 . 0 � U � a O � Q � � /\ W = � O GENERAL NOTES I --�— 1 . L IVE LOADS USED IN DES IGN : � ��ey A . ROOF ( SNOW LOAp ) 1 00 PSF SC�'1l�IZ, @ . TYP ICAL FLOOR 40 PSF """'�'°"'�°1O� D . IMPORTANCE FACTORS � R �� � � v+�a.c�,a�aa4 ��esr CATEGORY 1 � ���� NPe �V61014 SEISMIC FACTOR 1 ' SNOW FACTOR 1 WIND FACTOR 1 E . W i ND 3 SECOPtD GUST 100 tu�H FASTEST MILE 80 MPH EXPOSURE B F . SEtSM � C SITE GLASS D CATEGORY C SS 35 Si 8 . 1 2 . OBSERVATIONS : A . STRUGTURAL 08SERVATIONS 1 . STRUGTURAL ENGINEER MAY MAKE PERIO[3tC O� 5ERVATIONS OF THE CONSTRUCT ION , SUCH OBSERVAt ICNVS SHALL NOT REP � A� E REC�U tRED � NS�' ECT I ONS 8Y THE G(1V�I� N I NG AtlTHOR I T i ES OR SERVE AS " SPEC I AL iNSPECT tONS �� AS MAY pE RECXJ IREO 91" CHAPTER 17 QF THE INTERNATIONAL Q BU t LD ► NG CODE . � 3 . FOUNDATIONS � A . THE ALLOWABLE S� tL BEARING PRES5URE ASSUMEO IN DESIGN iS 2C70C1PSF . � , F _} W — 4 . STRUCTURAL STEEL � / A . ALL STRUCTI}RAL STEEL 5HAI� L CO�'+ifORM TO ASThA A36 � 8 . S'�RUCTURAL STEEL SHAI. � BE 0 € 7A1 �, � � AND FABRICATED IN ACC(�DANCE WITH THE L,L,,J � t� ATEST PROVISIONS dF Al $C "MANUAL OF STEEI GflNSTRUC710N . " Q � � . WC700 _.._ � A . ALL fRAM ING LUMBER SHA�. L @E ORY DOU ,�^'aLAS F IR , L, ARCH . GRADEO BY 1NESTERN WpOD � (J� PROpUGTS ASSQC i Al' ION AN� Ck�f'�iF(�!M ING TO INTERNiAT tONAL QU 1 LD I,NG CODE ' AS FOLl.�3WS : �J (y� 2 " TH IGK — 4 " TO 6 " WipE ( WAI.t S7tJ0 O�VLY ) STUQ Fb � 700 PS1 � � 2 " TQ 4 " THlCK — 6 " AND WID �R Nt) . 2 Fb = 900 PS � � 5 " TH ICK — S " ANQ V1t1DER N� . 1 Fb = 1350 PS I „� ` _ NOTED A� i. OWAB� E 57RESSES ARE MIN' IMUMS AN� FOR M1tONREPETiTVE USES RRtOR TQ . ALLOWABLE StRE55 INCREASES . �,.�. .Z - W .r B . PRQV � DE ' CROSS 9R IDG ► t�tG NOT OVER 8 ' f3N CEN1`�Fi' FQF3 ALL 2X WOOD JQ f57S ANO 2X t S�L 10 BLt7CK I NG BE 'TWEEN JO � 87S A'f ALl� SUPPQRTS AIVD ENDS OF C�NT t LE1/ER '� . Q C . FA5TEN AL � VNDOO MEtvIBERS SM1tITH CCOMM4N -NA I � S ACCORD iNG T0 THE IBC � ~ SCHEDU � E TABLE 2304 - 9 . 1 UNLESS OTHERVY t SE NOTED . ,Q � D . L, AM I NATEU BEAMS � Q i . AL � � +4MINATEp MEMBER $ SFtALL BE FABRICATEO OF pOUGLAS FIR LARCW AT 12 X PERCENT MO ISTURE CONTENT IN ACCQRDANGE WlTH 1A�4L IB . AL, � S IZES SH01hN ARE NET . W 2 . LAM INATEO MEtu� ER SHALL BE DETA ILED AND FABR ICATEp IN ACG�tDANCE �""' WtTH THE STANOARD SPECIFICATIONS FOR THE DESlGN AND FABRICATItNV OF STRUCTURA� GLUE LAMINATED TItV� ER , LATEST Ep1TIQN AS PU6 � 15HE0 8Y AITC . 3 . PROYID � UNITS CONFORMING TO AITG 117 , 24FV$ , O . F . FOR CONTINUOUS MEMBERS AAID CANT 1 � EVERS ANp 34FV4 , p . F . FOR S IMPLE SUPPORT MEAAF3ER5 . MEMBERS SHALL 8E OESIGNED WITH ZERO CAMI� ER WITH TOP SURFACE CIEARLY STAMPED ON EACH MEMBER . E . P � YWO00 DECK AND /OR OR I ENTEO STRANp BOARD . 1 . PANEL THtCKNESS SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALI. BE IfV ACCC)RpANCE WITH RECOMMENDATIpNS OF THE AMERICAN PLYWQOfl ASSOC I AT I ON . 2 . EACH PANE � SHALL BE � DENT i F i ED W � TM THE GRADE — TRAOEMARK OF THE AMERICAN PLYNK)OD ASSOCtATION AND 5HAll. MEET THE REpUJREMENT $ OF U . S . PRODUCTS STANDARO RSI , I. ATEST EOtT1pN FOR PLYWO00 . ALL PANELS WH � CH HAVE ANY EDGE OR SURfACE PERMANENT � Y EXPOSED TO 7HE WEATHER SHALL BE OF THE EXTERIOR TYPE . - 3 . FOR FLOOR ING U5E 3 /4 " T dtG STURD — t — PLOOR SHEATH I NG GLUEO AND NA I LED � ����r,r�.ee WITH tOD NAILS AT 6 " ON CENTER ALONG PANE � EOGES AND AT 12 " ALONG w INTERMEOIATE SUPPORTS _ 4 . FpR ROOF USE 3 / 4 " ( 48 / 24 SPAN RAT ING ) EXPOSURE f SHEATH ING NAILEO �i°�� W17H 1pD NAILS AT 4 " ON CENTER ALONG PANEL EDGES ANO AT 12 " ALONG ����w��+ � INTERMED IATE SUPPORTS . r.�.�.e.r.uwh�or.rw d+ruwwr► ew��r►a 5 . EXTER { OR WALLS SHALL HAVE ONE � AYER OF t / 2 " EXPQSURE I PLYWp00 OR o�ia°�nw�iL.'""�" OSB SHEATH ING NAlLED AT fi " OtV CENTER ALONG PANEL EOGES . "�'�� `�� 6 . FLOOR ANp ROOF SHEATHTNG SHA � L BE INSTALLED WITH THE FACE GRAIN PERPENDICU � AR TO SUPPC� TS WITH END JOINTS STAGGERE � . - F . PI� EFABRiCATEO WOOD MEMB � RS SHALI. BE THE TYPE NUTED ON THE DRAWINGS ANO SHALL BE "8CI — JOIST " AS MANUFACTUREO 8Y BOISE CASCADE CORPORATION . Date: _ A � TERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , ALTERNATES SHALL HAVE A LOAD CAPAC ITY IN SENp ING , SHEAR AND QEFLECT { ON � O5 / �) S /O4' E4aUAL TO OR GREATER THAN TME S I ZE Sht01MV ON THE DRAW { tVGS . WEB B � OCK ING ANO 8R IDG iNG TO BE AS REQU fREO BY THE JOIST MANUFACTURER . Revised : _ _ _ _ G . LAMINATEU VENEER LUMBER MEt�ERS SHALL MAVE THE FOLLOWING STRESS CAPACITIES : FB = 2 $00 PSI , E = 2 , 040 , 000 PS1 , FC = 750 PS1 , FV = 285 PS1 . 8U1 � T UP - MEMBERS SHALL BE CONNECTED 1N ACCOROANCE WITH MANUFACtURERS � RECOMMENDATIONS . G�IVTRACTOR SMALL HAVE THE OPTION OF USING 3 1 /2 " OR 5 1 / 4 " W � DE MEM8ER5 . - 6 . GENER �4L A . ENGINEER ' S AGCEPTANCE MUS7 BE SECURED FOR ALL STRUCTURAL SU$ STITUTIONS . B . VER i FY Al. l. OPEN INGS THROUGH FLOORS , ROOF AND WAL � S W I TH MECHAN ICAL ANp A!Q - E � ECTR ICAL CONTRACTpRS . VER I � ICAT fON O� LOC�+ T 1ONS , S IZES , L INTE � S AND 0 . • �!� REQU f RED CONNECT IONS ARE CONT �tACTOR ' S COMPLETE RESPONS 18 1 L I TY , +' � E` ��•.;Ji�y : O : G , � C . PI� IOR TO � NSTALIAT ION OF MECHAN ICAL ANQ ELECTR ICAL EQU IPMENT OR UTHER ;^' ;�; 17EM5 TO BE ATTACHED TO THE STRUCTURE , ENGINEER '5 APPROVAL OF CONNECTIONS � � ' AIVO SUPPORTS SHALL 8E 08TAINED . UNLESS SPECIFiCA � � Y DETAiLED ON � ARCH I TECTURAL AND STRUCTURAL DR /#W INGS , RE5PECT l VE SVBCQNTRAC70R Sheet Number i SHA� L FURN 1SH A � L HANGERS . CONNECT fONS , ETC . . REQU IRED FOR IIVSTALl. �4T 14N 0 �' �': .• �Q rt �t I 5 ! TEMS . � • .. . . •' � °F ��'' � 1 . � �+ < D . Al. � pIMENSIONS ON STRUCTURAL DRAWINGS SHAL � BE CHECKED AGAINST FIELD AND � ARCHITEGTURA� pRAWINGS . �' � E . C�NTRACTOR SHALL VER I FY AL � ASSUMED EX ( ST tNG COND tT IONS . IF` CONO iT IONS �C =� � _ � ,��,, ARE DIFFERENT THAN ASSUMED , N071FY ENGfNEER . 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GONTRAGTOR 5HALL V�RIFY NORTH WALL GONST TI N AND —� � GON�tRUGTIC�N N�GE�AFtY TQ ALLC)Y"1 DOUBLE VER A AM TO � ' BEAR pN �XISTINcy TOP PLATE . '.1. "V:L ." INDIGATE� 'r/ER'✓A� -LAM 6Ef►M5, A5 �atWPAGT 8Y BOt�-�E I � � �.s GASGAQE GOF�2PpFtATIQN. AI,. TERNAT�S �H/�hLL HA T E SAME OR c3RE`A7'ER GAFPAC.ITY Ac✓ LI �t� D ItV TttE StRUGTURr4L RAL i NOTES . i ��� i r 4 . 0 INDtGRT�� GOLt�1t�i D�V�W ONLY - MULTIPL� 2X FR NOTED i � pN PL Af�fS. � � � � a� �. ' r� 5 . � INDIGATLS GOLUMN UP AiVD POWhi U1VLE55 IT �EAR N ( � } GONGRETE WALL OR FppTIN6 $ELOW, OR 1T 15 LA�E E UP O�t Y . I ` � 6 . HEADERS SHALL BE {3)-�XP,� UIVLE�'3 NQTED OTH�RhII E . - � � I _ � H�ADER'S SHALL DE 0UlLt OUT TC3 � 1 /2 " (� 1 /2 ") WID — �' --- I I I � ADD ►N6 PLYWpOD �PA�G�RS A� REQU► RL= D. --� i �' ! � Dote: -- - '7 . ALL GOLUMNS SHALL BE {3}-�X6 IJNLE55 NOTED OT ! r-.�E . --- ' ____.__ � _T_ __�_.� _______`-------- - r ------- - � , 1 45 / 18 /0 � ; 8. WOOD GO�UMNS S�HAd,. L B� GONTIIVtJC'JU'S FROM FL �_; � Revised: _ _�_ TO FLOOR OR FLQOFt T'p ROCiF . TRIMM�RS SHALL DED TO NpTED GOLUMN �IZE�a Ara R�QUIRED. , .. . � �29 : � T � ��•��,� � � . e� �O�: o c ; m � SECONQ � � OOR FRAMING RGO � F� RAMING PLAN ,: " : � ' Sheet Number � � � �., � ; , • o 8 » s » » _ ,) � � a � -y�j�• �oN �;�'•_p,4 - �� SCALE 1 / 4 = 1 - � SCALE 1 / 4 - 0 - ����;;.� � � � . o � � � � s:. = _ � �