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HomeMy WebLinkAboutPRJ09-0671 B09-0356 UNIT A09.pdf \ � � . U � � �`�'`� _, � c°�, _ � U � '� _ � �o �'—' N O � w o�oQ � � U � � � N � O O N N � � � � � • .-. .-. wOV ° � � �.; , a_`, � � Z w O �--� � � � � w � �:..,_ -. � � +� �� d��ol�'�� _ �/ ��► � ' p� ;' . 1. - ' l INE• Q EN � : � � "� /� r - „I',..� - � ( ��Y.�° Hl �s � �����'�'� �� :,��` i / � W � � � � � � � w � � �G � I '�'� GT �GL I � 1�1T �ST�UGTUI�� L �G01�1T�� GTDi� � � , � I Q Q BETH L�11 I NE ,4RGH I T�GT, I NG . NW �-q �� � G I I � � � � M I N I GK GONSTRUGT I ON � �'' � ' W WQ P.O . BOX 1825 600 Y/� IL V�4LLEY DRIVE PO BOX 4018 � � �,voN, Go 8I 62o Yls, I � , GOLORADO KRM GONSULT,hNTS, I NG . Y� I � , Go 81658 U � !q70) G26 -49G3 F,4X (q �0) q26 -29q3 PO BOX 4572 !q70) q04-5066 F�.X (q�0) a26 - 1413 � - GONTAGT : BETH L�VINE 1/A� IL, GO 81658 GONTAGT : DAVE MINIGK �n � �"� !q70) q4a-q3Gl FRX (�f70) q4G - 15�7 � ^ � 0 _ GONT�GT • KIM MGGEE O O � U O � � ' O � � � 1�111� SG � �-' � � i�Gf� ( T� GT SUfi��'� YOfi� � � � � M,�G D�S I GN L�NDSG�PE �RGH I T�GTURE PE�K L�ND GONSULT�NTS C"'� P .O . BOX 6446 100 LION 'S RIDGE LOOP ..a �VON, GO 81620 1//� IL, GO 81657 O (�i�0) 513-q345 (q �0) 4�16 -8644 FAX (G�10) 4�6 -8616 GONTA�GT : JA�MIE MGGLUSKIE � �C� � 1�l � fiZ� L 1�1OT � 5 �Gi�� � G � LGUL � T I Ol�ls �i� i� � !/� I 1�1G � 1�1 � � X i� i�OJ � GT t� � SGi� I i� T I O �l - - - ,) ALL NEW GONSTRUGTION SHALL M,4TGH FIRST LEYEL 6�NER,4L GOMMON 55 . 5 �4RGHITEGTUR�L � irst Floor EXISTING MA�TERIALS �ND QU�4LITY o� S�GOND LEVEL GENERP�L GOMMON 63 � 0 eneral bedroom by �5 . sc�. ft . G01�STRUGTION EXG�PT WHERE NOTED . ... I GOY� R SH� ET - ,�dd a patlo , small si e wall , and landscaping �� D�� 2 ,) THE GoNTRP�GTOR SH�LL FIELD VERIFY �LL TOTA�L � � g , � G2 GODE 5e �or�rr�+wooDS R- � i2-2-oa ,�DDITION�L GRF� SG2 .FT. - �n large I iving room by 63 sc�. f t . TOY-DRB i 2 - > > -oa DIMENSIONS WITH THE EXISTING S SUR�EY General Gommon �rea TOY-PERMIT � 2-2a -oa GONSTRUGTION �ND G�ORDINA�TE WITH THE � �RGHITEGT. \ / LI L�NDSG � PE PL �N -�dd new balcony 4 ' x 28 ' � TOV-PERMIT- 2- II - 10 � � T� G � Y � �� G � Match al I Northwoods materials and �VIS�' 3 ,) �LL NEW GONSTRUGTION SH�LL FOLLOW THE �S � � � ToY-�- Z003 IBG BUILDING GODES standards Of construction . 2 GHANGED TO APP 3-26 - ID 63 SG� .FT. /�DDITIONA�L � I � IRST FLOOR PLl�N NOTE : New roof to match future non combustible roof ing 4 .) DO NOT SG1�L� DR�WINGS �2 SEGOND � LOOR PL �N REVISED 4- 16- 10 NORTHhl00DS R- i �3 ELE1�,4TION ,4ND WINDOV�I SGHEDULE ��3�9� �`� �c�1 f 4 OV-PERM I T- � _ STRUGTURA�L � � - �j 15� 4-20- � 0 � ' �--- GO � � ( I � � O �� � TIOI � 51 FOUND ,�TI01� �L �N , DET,41L5 , SPEG . � ��� � � �9 � �'" _ . �I l 52 SEGOND FLOOR � ROOF � R� MINC� �(1 � CONSTRUCTI � N TYPE � III - A 53 D� T,� ILS � � � ❑ CCUPANCY : R - 2 � � SEE SHEET C2 L� � � 0 � � CODE � IBC z003 D �010 1 APR 2 1 � TOWN O � VAIL � . U � � � 0 - U � w � � NOTE : ?�LL N�W BE�MS � GOLUMNS ARE E--� � W I TH I N THE ASSEMBL I ES NOTED BELOW ~""� N O � w BUILDING GODE : INTERNf�TION,4L BUILDING GODE �003 � 00 Q � � GODE i N�ORM�TI ON : BU I LD I NG TYPE : I I I -�4 U � � � OGGUP,4NGY - R-2 � O O `� `� � � t} �� �� � ���T� � F����L��i � ���r� �. �.'�i � �3���I ;�.'t�A �!!.E NO. WP 351 � `,� �'�_, Q�NERIC ;�� ' ° � �WOUR 35 to 3�S SrTG � � ►--� � � ` F1RE SOUND W O 0t� 1 o O ` GYPSUM WALLBQARQ, WOOD $TUDS �f' • ���'� ��,� ��,� One layer Q/a" type X gypsum wailboard or gypsum veneer basa applied parallet or at rlght � � v � � to sach side of 2 x 4 wood studs 24° o.c. with 8d Coated nails t �/a" fon , 0.0915" ` � � j,{�� �� ����r�r �,�,� ...— � ,�';� s enk, +�4" heads, �" o.c. ` g #� TYP I G�L I i�IT�RI OR � '�' ��� , ,��� ����v���� �� ,,�,.�, ���� �� JolMs staggered 24" on opposlte sides. {LOAD-BEARING) � �HOUR W�LL GENER?�L NOTES : O , ' W � I PROYIDE SMOKE DETEGTORS THROUGH OUT THE UNIT PER IBG q07 .2 . 10 . 1 � � ' . mtckness. a�Ja° 2 �45BEST05 TEST �OR NORTHOODS I S ON F I LE �4T THE TOWN OF Y?� I L � � x �t � n'�4 � Approx. Weight: � ast FROM PREVIOUS PR0.1EGT5 . • Pire Test� liL R3501 -47, -48, 9-i7-85, ,� • oes�gn U3os; UL R7319-129, 3 WOOD 51 D I NG TO SE � I RE -TRERTED PE� I �G . I 405 .4; ON THE FOURTH [—� � � ''22''°, �LOOR A�ND A�BOVE . W UL Dealgn U3i 4 soundTest: Na� 2�oa, 10-14-74 4 P�LL NEW REGESSED GaN LIGHT SHA�LL BE T�NTED WITH 5/8 " DRYWA�LL �U �OR I HOUR GONSTRUGTION . IBG � 12 .4 .2 f'�' '"�`' � 5 ,4NY F�N/DUGT WORK LOG�4TED I N THE I -HOUR W�LL SH�LL H�YE � �� � � �y�� ; : , , - , r � , ,.. < � �.�, . �, •� A ��.;r- �o �s�� �z � � �� �1�� �N+,A r� R;�1i0�5,�; � a, :�� ;� � ;Gt�N���C��;�; � , °;= • i� m;1�: � � �� ����x"�;:�fi: I -HOUR R�TED D?�MPER . I BG �116 � Mi�� ..1 �a'7 1til . M. � i s 17� A r � /.. . . � �„ >� .l , L . .r. � .. � Y . 'v f�,� r 5 ,y1 �tv��. �AS�t'""1 N` tiF` �(�' �G�` �/• T"'� � )y'Y, 41(P8UM WA4t.BOAAD� �YPSUM $HEATHlNG� W000 STUDS �'' "°' "�'}{`Y ,�'`�;'` `�:"�`' 6 UN I T EX I T DOORS WH I GH EX I T I NTO EX I T GORRI DOR �R� THE EX I 5T I NG � � ~��' � � ��oa sips: bne layer 49" wlde e/a" type X �ypsum sheathing applled paral(ef to 2 x 20 M I 1�U T� DOORS . I SG I O I 6 r Q� � Q 4 waod �da 24° o.c. with 1a/+" galvanize� rooBng na!!s 4" o.c. atvertkal Joints and 7" � �4LL EXTERIOR W�tLL GONSTi�UGTI ON SH�4LL BE NON -GOMBUSTI BLE . ° � �� ��.� �,� +�,,, � o.c. at lnrermediate atuds and top and bottam piates. Jofnta of gypsum sheathing mey � BG .(�02 .3 � ��� �� , � be left untreated. Exterior ctadding to ba atfached through sheathing to studs. � � #7 TYPI G�L �i�'f'ER10R SIDE: OR@ (E1�/8f 6/6° type X gypsum weilboard, water-reslsiant gypsum backing 8 ON�-HOUR �55EMBL I E5 TO BE Ml� I NT� I NED PER "GA-600 -2003 � I RE BET� board, cr �ypsum veneer base applled parallel or at rlght angles to studs wRh &! caated RES I ST?�NG� DES I GN MA�NU�4L ° . ?r , VI N • , �J � GONGRETE �LOOR/ na��s, i�/aU long, 0.0915" shank, �la° heada, �' e.c. (L.OAD-BEARIN3) DETArI L5 L 15TED TO THE LEFT � 1 : ���t+�x`e �l� "Z`����Illl1� --•- � �S� ��IR�SS�'ll'�' ���'i�if �.�, � �p 1�►�i p�� 't,�l� GEILING (G�RAGE mtc�u,eas: vartes #2 TYPIG �L EXTERIOR � � ��� � Approx. Wetght: 7 psf I -I-fOUR Wl�LL a BU I LD I NG P�RE� �OR TYP� : I I I -A GONSTRUGTI ON ,, .�'��, ' `� . � GE I L I NG) �rre �es�: se� wP asio . • � f`'�`�r - � ���'�' N� aa�oi -a�, -aa, e-� �-s5, i�-2 OGGUP/�NGY . �a.t�re� �r 'wf'�. �'l��t Thf� �rn. u�. �es��n usos; ,4LLOW�BLE BU I LD I NG ARE,h - PER T�BLE 503 �..��t ����1 UL Rt 319-'t 29, 7-22-7G, ��� � � '� X2 = 24,000/FLOOR " -� - - � ���� UL Design U314) = 48 ,000/FLOOR (#506 .3 AUTO SPRI NKLER I NGRE,�SE) , X3 = I 44,000/SU I LD I NG (#506 .4 ,hRE,4 RETERM I N,4T1 ON) �. �cca�� �nzret� ��i�s �- } —� 1`wf�rs�r�al w� i�tk c�n��t�. 5���� �� EXISTING BUILDING �RE� : PLE�SE REFERENGE " NORTHWOODS ,�ayjp,j� .�{��m�, �{�, �n�g �� � � �,���, �� �[� � GONDOMINIUM GONDO M,4P 3 . 15 .03 " ��'��'+ ��� � ������' ��'�'� � �� ���'�'�'� �� ����'�}? ������ ��'�� BUILDING " �4 " �RE?� FOR THE GONDOMINIUMS = 31 ,03Q � � ca� truc�hons h�.�r�n� �t 3�as�� e+�ual .�re resisi��re acc�t��ble tQ �uth�az�- t�� h�vir�� � tt�.��it��, . � Cl� � ��as� +�an��s� T�'�i#� ���r� �far �.�n�s c�� �r�'a.��ur��s� � �'' �lry ��� �°' �' � • #3 TYPIG�L STEEL � �. ��ut --- �a�d �ec�tec�� gxara �f ;� , �. � � �al�r�g fc�� ���►� r►� �o►�c ���s . � �� BE?�M - ONE HOUR �}�!'��� �U'�'J��1�I1� 1S L1�t'� . �� � �7���5 ]"�'[S� � II,#�L� lY'1 �i���l11Ct�,Q�1, ttem No T-4.t � �� ,��� � *��L�'�,�" �.ti� VM� '��t"L'S.�1 "�M4."c'L�`LQri ���Fi 5teei 6�m oreirder � Two layars af s/e' f15.9 mmj Type X gypsum ��'� 'Q� �1�, � �S�s.VC^'�� 'E.� x?� t i � t e; � w � wallboard attadied to U-shaped brddceta ce�rmenrorramm�rx�,�,r � spaced24• �610� oncenter eu,rd�sereeye.,eia�o„s�,v� O � �ssow, r�or,� ao�d ,cy y„�g �„• -, « � � , •�,,y �,, , ,�,(j( ,., ,,,„ �;�,,, y� - „ ,��S;. ;r, ,,a � , �� ,yjj , ;. �,1 ��¢ c�ares� � 00 ��I�r'v�� 1,4"k �:, � ;V j��'��i��1 /i Ilil� ;liDQi�,}�L ra Y i f�`r'� ij.�l +�,� '� yq�''f�d'( . 97!}4T7-2138 Q � '� " , k'k'�� i, u��`� Y � {�Ff-�3E:���t'F,� ° !�� �.� ;`��R i � , .L2�, . �A�{yy9�',�r.�S" '��,}' y �.�`i � .. 1Y1� r � n�Y 4'� tig .),. � ' �l�x:": . 'y�� M+iH� 'Y �&��'�i� � e� 1. r i S/v.� 5 x � '). r e. v r;r�.lz�p ' r li .�,J/ �tn � ��� � t�.� uinA�<?. t� �(+.r,T�< .;a� �'�}��� G�I� VZ- LA Ar.� �. ;�t '��fi`� 4° t `� e . �1 fAX97(1-479-1457 xo,i; w:�...���: �'�1�4��.�.k��1 wwwve�wwm � O QYPBUM WAU.BOARp, STEEL JOISTS, CONCR� StA� �"'<,���"'�i�`�:��f.:F41 �pql;�;'�':`"��" ;�, � � 5/8 " DRYWALL BOX � Q �fl8 �8y8f ��' typs �C gypsum wall�osrd a�r gypsum �aneer base appRed at r€ght anglsa to s • o• , ; � �p , • d • a• , BUILDIN� SAFETY AND INSPECiION SERVICES PLAN REVIEIN COMMENTS: O �igId turring ch�rrneis 24" n.c. with 1 " �I}�P6 8 dryWe14 Sc�eW812° 0.a tn field. Qypsum ro: CoMractor/Ap II� carrt � MINIMUM GLEARNGE # bosrd end )oir�ta (acatetl midway between corrtinuaus ehannels and atfaohed to #4 TYPIG �L STEEL MlnlckConstructionInc. r , � PER GRN SPEG 8 NP � G��- � -HOUR � adcllitlon�t pieces af charmet 52" tong wlth screwe� �" o.�. Furttn� cNannels wtre tt�d to .10 I ST GONGRETE FAX/Emall #: dkmn Mkcmy hoo.com v DRYW�LL TENT open � s�ee� )oiste 2�' a.a supportitrg 9/s" �Eb metal lalh ar ohs' de�p 28 �e�s 0 comagated st�el a�8 2" co�scr� stab measurad irnm rop of fluda. (Psssed 90 m3aute flre SL �8 NUMBER OF PAGESa 2 � � 1 . FOR REGESSED FROM: BWldingPlansFxaminer � ^ �—+ IG REGESSED GAN test restrained end urn�est►�inedJ o,►re: oulef�oe9 - �:$�= : �� ,�] L I GHT � ( XTURES BUILDING PERMIf #: 809-0356 ��� ^ O ��• C�� OWNERS NAME: NW A-09 O � ( ) �1@�� "2 p8} SITE ADDRESS: S00 Vai� Valley Drive unit A9 O � " FlTA T88� uI. AZ�17-�Oi �-�I�'B�� OCp1PANCY GROUP: ' R-2 TYVE OF CONSTRUCRON: III-A UL [�f�n Q502 NUMBEROF57�DRIES: , e�dstlng I O O � 5/8 " GEI LI NG DRYWALL � BUILDING AREA: additlon The documents submitted for this proSect have been reviewed fnr compllance wfth the 2003 � � � ASSEMBLY B (Ses Section 4. 15.2 Of thtS FB�}Oft.} Internatlonal Bullding Code, 2003Intematlonal Residentia� Code, 2003 Intematlonal Mechaninl Code, 2003 Irrtematlonal Fuel Gas Code, 2003 Ir�hematlonal Plumbing Code, 2003 Intematlonal � � 4 . 48/24 tor�gue-and-groove span rated sheaihmg Energy ConservaUOn Code end 2008 Natlonal Electrlcal Code as modlfled and adopted by ihe Town of (E�sosure 7 ) Vafl 2. Two tayers of 1 /2 mch th�ok Type X gypsum board 7J�efollawnyavmmeYferwl�/needtobeaddress'edpn'oi'tuissuancgofabu//dlmgpemr/G �I TENTII�IG DET� IL ,4T REGESS�D G�NS 3. TJIJast �p'�"'� �/ • Plg�se submd 'cvvo complete sets of revised construttlon doamenhs canWintna the reauested �. Optfonal minimum 3-112 inch thick glass fiber �nsulation o� mformahon with all Qlan revislon Items clouded or othervvlse idendtied. Pertlal plan sets or EO non�eombust�bfe iesulaUon that is rated R-30 or fess, vnth bose olan sheets are not aceeoted. C@SIliB[IZ Gh8nt3Qlg (f10t ShDYV�1� . please resnond In writlna ho each camment with a res7�anse letter stamoed ahd s�gned bv the Sound Test Data� architect and/or engineer. Indlcate whlch plan sheet. detail. 4pecificatlon. or calculatlon shows � W�� G�S�� $�� � r� the�quested informatlan. Please rnsubmlt mmolete olan revlslon9. rnsnonsa lette� end a Tawn of Vail transmlttal form to the Town of Vail [ommunitv Develewnent Oiflae. GA FILE NO. WP 17f1 GENERIC 2 HC}UR 40 #0 44 STC #a TYPIGP�L EXTERIOR ' z Reslltentthannels �rer.tly Concxete Pad � Carpet _ _ _ _ _ IIC = 60 #5 T`(}� IG�L I -.IOIST S}7� � JfJ�l3� OF �R188�S � �� Tarkett Acoustdlor 1lC = 51 � • Please 6e sure tn Indude on tlie resubmittal the architect's sWmo and or engineers stamo. � taYPSUM WALLBOARD� STEEL STUDS FIRE .S�V�1(� 2 —HOUR BEAR I NG inches o.0. SU�1j�0i�{n$ �1 �8r8fd CUShl��Bt��n� IIC = 45 2 FLOOR/ GE I L I NG s�anacure, realstratlon num6er and date on all shee�s of the olans. WALL �` �rn �� n���r � W/Gypsum src = �e I -HOUR Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallei to each achle�+e� sound ratings' Concxete Pad 8� Ca et I1C = 54 side of 3s/a" sTeei studs 24" o c. with 1 " Type S drywall screws 8" o.c. at verUcal joints � Tarkett Acoushflor I {C = 54 1 and 1"2" o c. at lntermeQiate studs. Face layer S/s" pla�n or predecorated type X gypsum � Armstrorn� VioslArmstmng IIG = 50 (1 ) wallboard or gypsum veneer base applfed parallel to each side laminating compound �m�� ��g� �� combed over anti�e surFace. Metai base and top retainer channels. Joints stagge�ed 24" each Iayer and side. (NLB) {4 } Requires !vw t2iyers v# 5!&inctt thick 7ype X gypsum boar+d w�th m�nimum 3-t !� inch thick giass fiber insulabon or nQn- cambustible insulatoon thet is rated R-30 or tess. Th�ckness• sila° (2} Appficable only In �ur�sdichans using the IRC, BNBC ' Limiting Hefght: Refer to Section IV or SBC. Approx. Weight: 10 psf Fire Test UL R1319-31 , 6-2-60, - - ' , UL Deslgn U411 GA FILE NO. CM 1452 GENERIC 1 HOUR 155UE �ATE Sound Test RAL TL61 -213, 7-6-61 9 NORTHWODDS R- 1 I 2-2-OG GYPSUM WALLBOARD, STEEL STUDS FtRE 1 shakesporashl gl�are rohlb�ring matedal ror the new roof area Roofln sha11 be dass n, wood p per 70V ordinance Sheet A3 ��;� ;.:%� Base layer 1/z" type X gypsum wailboard applied without horizontal �oints to i s/e" steel 2 Revlse sheet C2 to Indude a 1 hour roofJcelling detall for the new roof area Ftefer m souctural plans TOV-DRB I 2- I I -Oq studs located at each corner of TS4x4x0188 tube steet column weth 1 " Type S drywwa{I ���`� �`�-�� TOV-PERM I T I 2-2q -O�I _ —__ _ _ _ „ „ 3 Revise C2 to Uidude a 2 hour bearing wall consWCUon detad for the new steel sWd exterfor beaHng screws 24 o c. Face layer 1/a rype X gypsum waliboard applied without horizontaf wall and header Refer tn structural plans , �� �� �-fr•�`: _� �' ROOF-CEILING SYSTEMS joints to studs with 13/a Type S drywall screws 12 o.c Metal cornerbead applied to #6 STEEL GOLUMN - � TOY-PERM I T- 2- I 1 - 10 #� o TYP I G�4L EXTER I OR all corners with 1 " Type S drywall screws 12" 0 C in each flange Jomt compound �/is" 4 pl�se sheet cz m include 1 hour cansdvctlon detall for the new H55 calumns Refer to swcturai �Y I Sm GA FfLE NO. RC 2501 t ( -HOUR � �� =s � Y �� PROPRIETARY 1 HOUR thick applied over comer bead Structurel0ommenb: STEEL ROOF TRUSSES, RESIUENT OR RICiID GHANNELS, FiRE I - HOUR � TOII-DRB- THERMAL fNSULr4TiON, GYPSUM WALLBOARD ROO�/GE I L I NG Fire Test UL' (VC505, 77NK1747, � 5 Ir�diute on plans speclal Inspectlon requlrements forcon�rete, steel cor�sWctlon and welding per One la er $ s° ro net ,hSSEMBLE Isc a, 1� ,�,"" � ,� � GHANGED TO APP 3 -26 - 10 6-13-77, UL Design X528 6 Provlde speclal Inspe<iion program mdicaUng the names of tfie firms, or individuals who wlll be ��/ I �'j� 4- i b - I 0 �+ pertortning tlie spedal Inspections 3�iri �+.YI-P +'�; ;_ .� s-;,�;`si"� � y y p p ary iype X gypsum waflboard or gypsum veneer base applled at right , NORTHI�l00D5 R- I angles to resii�ent or rigtd furring channeis with 1 +/e" Type S drywail screws 12" o.c �' '��w, , � Eiecc��� e�,�hrs. Channels spaeed 12" o.e. when Insulation is used or 16" o c when no msutation Is used � �"' � 7 Include electrical plans for the proposed addltlon per 2008 NEC, TOV requirements � '` _''�''��...: e' l `c�.• �' � `� � `46�; . Gypsum board end jo(nts attached with screws 12" o c. to addrtional pfeces of channel ✓' '; � "�'vh,y 60" long located 3" back on elther side of end �oint Resdient channels applied at nght � �� `�'• � Plesq refer tofhe oover rhaet for InPormatlon on raw6�nittinq pLLn� [n ordar Eo aroW delayr N ieruance of 4 OV-PEi2M I T- \�� ��'�� a permly plene dieck� requeKed Intorm�tlon b In�iudad wkh th� rnuhmltte0 pian�. VINSe eubmit 4-20- 10 angles to bottom chord of Ught-gage steei roof trusses spaced a maximum of 48" o.c � � ' 1��.� ��,`� •.�;� rwlwd qsnsa� � oample6e �eC hrtlsl plan resuDmktals wl� not ha rovlawed. I 5ED with +/z" Type 5-12 screws or rigid furnng channeis secured to the bottom chord of each � ' �������� truss with double-strand wire saddle tfes (reter to furring channel manufacturer tor � ' �� ~ 4 ' F.\�eAdRIS�PHIMITODMMB(i"18�9-0356�09O3�6oOC maximum spans) Optional glass flber or minerat fiber batt or loose fill msulaUon � i \���'�����`' � ���� - � appbed directly aver gypsum board Trusses supportm8 metal roof deck panels covered - '-{ � , , �-�� 'ti - by �/z" regu�ar gypsum sheathing either loose laid or adhesively or mechanically �=� �� ����� = - '� �i - �^, �k��7, = � attached to roof deck. Any thickness polyisocyanurate foamed plastic; polystyrene - - - �, i � - - - r� - - ' foamed plastic; or mineral fiber or giass fiber (nsulation boards Iald over gypsum - --- •— - =�`��= _- _�'_� ` sheathing and covered by a Class A, B, or C roof covering PROPRIETARY GVPSUM BOARD Approx. Ceiling Natlonal Gypsum Ccimpany - s/s" Gold Bondm Brand FIRE-SHIELD CT"' Welght 3 psf Gypsum Waliboard Fire Test: UL R3501 , 01 NK49&64, 9-5-02, UL Design P540 LEGAL D � SCRlPTfON FOR EN �IRE N4RTHWOODS F'ROPERTY g2� 58"p �r' / • ' $EWER MANHOLE A PART OF TRACT B , vAIL vILLAGE SEVENTH FILING, A SuB01VIS10N RECORDEO UNDER RECEPTI�N NUMBER 102730, RIM EL. = sa� a.� � � '� / FII.ED IN MAP GASE 2 , IN QRAINER V, OF THE EAGLE COUNTY, COLORADQ, CLERK AND RECORDER S RECPf2DS, SAID � \ ic�v. a, - e2oz.s' � �;N�- te• G.M,p. /, .� � PART OF Tf2ACT B BEING NEQRE PART{CULAR�Y DESCRIBE� AS FOLL�WS: . ) o . 8214.8' i „ . � i�� � i / R OF SAID TRACT B� Tl-IEtVCE S 79'20'05" E 1244. 17 FEET ALONG � � � .-'�~f�� 82� e'� ' ' �' / B E G I N N I N G A T T H E M O S T W E S T E R L Y G 4 R N E � Q THE SqUTHERLY HOUNDARY OF SAED 'fRAC1' B 70 TNE 7RUE PQINT OF BEGINNiNG; THENCE hiE FOLLOWIN G T W O <� ' ��" ��� i '� • C O U R S E S A L 4 N G SA ID SOUTHERLY BQUNDARY• (1 ) S 79 '20' 05" E 135 11 PEE7; ( 2) N 89'42`37" E 575 00 FEET; ��/' THENCE N 02'12' 40" W 342 . 21 FEET, 7NENCE N 81 'S0' 5 5" E 5 7, 1 1 F E E T; T H E N C E N 1 4'S 1 '3 8" 5 4 9. 1 5 F E E T; 82132�,,-' , '��` ; T H E N C E 7 5. 2 8 F E E 7 A L O N G A C U R V E T O �'t i E L E F T W I T H A C E N T R A L A N G L E O F 3 8'3 0� 4 2" , A RADIUS OF 112, 00 FEET, �� � � � RND A CHpRD WHICH B�ARS N 04'23'43" W 73 87 FEET; THENCE N 23'39' 04" W 22 , 07 FEET TO A POINT ON THE � ���'' S4� 1 � � � � SOUTHERLY RIGNT- OF- WAY LiNE QF VAIL VALLEY DRIVE ; THENCE S 66 '20'S6 " W 240. 00 fEET ALONG SAlD SOUTHERLY O� -"' �s2ta.a' ,t RIGHT- OF- WAY LINE ; THENCE CON �lNUING ALONG SAIp 50U1'HERl.Y RIGHT- aF- WAY LENE 26f .32 FE6T ALONG A CURVE TO 8� 26,~+'' ''' '# �a�= = . �` $�150' S' THE RIGHT WITH A C�N 'tRAL ANGLS qF 28'31 ' 10" , A RADIUS OF 525. 0� FEET, AND A CHpRD WHICH BEARS S 80'36 '31 " W �,.-'����;� ' „* � �� ( '-' 38 � �J � : 42 �� 258. 63 FEET; TFiENGE DEPARTING SA1D SOUTHERLY �21GHT- OF- WAY f.ENE, S 06 '20'56 " W 16d, 89 FEET; THENCE N 87'30' 35" W 54. tfi fEET; "(HENCE S 70'36' 13" W 41 , 5� FEET; T'HENCE N 82'25'03" W 50. 00 FEET; ' ' " , � � � TNENCE N 34 51 15 W 33 67 FEE�'� l,� .-' � �� � l'p� ,,,. � � � ; • � • � �� 2 6 558 S UARE FEET OR 4. 972 ACRES � 8212 2� .�'�� � �� � cArv ,� «^ �. � � {� = 112 � 0 THENCE S 01 19 57 W 197. 45 FEET TQ THE 3RUE POINT OF 6EGINNING CONTAINiNG 1 , Q , '� �������� � "" '� ' t r� Q MORE OR LESS, PHONf AFA . .��e l ���#� r,, ,... +"' � � � � ± ` _ � ' E L E C, M H ..' ! ��'' .�' "" �+ 18215,2' � L = 7 5 . G U ( PER F1NAL ANQ �"OURTH SUPPLEM �NTAL CONODMINIUM MAP OF NORTFiW00DS CONDOMINIUMS, BUIL DINGS �1 AND F2 , i x e A ,� � F t R � , , �/ L C -- 7 3 . 8 7 R E C O R D E D D E C E M B E R 1 3, 197 9, I N BOOK 295 AT PAGE 902 , CLERk AND REC4RDER' S OFFICE, EAGI..E COUNTY, C4LORALIO ) ��� BZ� z.o' � R,� R T 1 � � � /� � SEYuER MANHOLE .�,.� s,�i���l��'� •v !1 �� �✓'�VALVE � ' APPROX. LOCATION �1 821 B' 8 � lr B = S � 4 ° 2 3 ' 4 3 t� E RIM Ef.. a 82t1 . 7 ,. ! 2�}. � '� �` ° �j V � t � HOLY CROSS EL E C. � � ��-� � +"' ' '.� 6tJ Oo � � ASSOC EASEMfNT i i �� � ����'�� �„ r N , , � (60` 0/K 285, PACE 253) ; f 4 1 f1 ft .� � �e' r����l� �' r / f� � �9223 A 1 � �'" i 1 �$- !� I -- 28 J� 1 1 O ' '' ,r-�'� ���N� ' �� ,L �..� »sz�e.� € , � �+ ��� '� �2 � Y;` � Z , R = 525 . 00 ' �' � - � ���� , ' r, , �21 j4�..^ � • • � � ' L r � G � . � � � EpGE Of' PAVEMENT r ��.-' r ;��. • 1 � V � ' .� . ---� ����S + } , ; 8216 6� � L 0 T A , B LO C K 2 L C = 2 5 8 . 6 3 8 2, o.,��z�.--�' � Q , � -- �- �. CB = N 80 °36 ' 31 " E �,..�--.°"� , w .,,�", ; r � , z� � i�ApR�j�T � � S YJER MAFlHOLE � "` � '' ' " a `° . ' "�� ~ ti 12" i � � � '" '-- � 82iD.0' '' ?� ' J m RIM EL A 8208 7' ,". °"` �- _ S; ` r£ a» -�'"'�• '� }� ���' ' ''"' ''v„ � �. �r • " ^'� ..., ,,,,,, � � w RQCK LINEO DI1'CH _^ 8248^4'b ���r-- ' +` ��y�{'.�'�:�` r � Z� �,8218.9 � . -� .., azea, x _ _ . ___— ' � �''�` � � � ` . _ � _ _ -- - - .��,,�. �� .�,'"".. — .` "" -� V ^�,,.��_�..�__�...._ __.... i = y, r .. �� z � � � � ` 6llRIED WA7ER f � P PEO ��8207.8' STORM GRATE 8208.8 ������s��,t, ��, : �i�l'��.� .�* Q �, ELEC. MH. � ~ `►.� UNE � ' ��� �� � J 1 � " wr � .M r� ,,, ...+.� ^�'""' `""r ,., �' GARACE SLAB � 8217.4 � ... .. 11G. -- ». � 82 ' r � � r...� .� PED EL.z 14.2 w �"" �,y .� r n.a. �. .. � `w �, � ti BELOW� . r $217.1 r � .�..� ��,,,� ...-� � ' y�f � � 1� �. +w� +. .m r. ..� , •�' .r `% ;. .J' �� 4't$, • + ..�,,, 1-' "r� I 011R1EQ �LEC.–� ; � � � 0 , / ' i�" ' •�- � �-- �-... il�,� �� LINE IRN SE4VEFY bl NHOIE � � +� r S : �'4y � ":'�� 15• r' �] ' :� 8217 ' �� ^r 8210�0 18.02' � { �82tQ.0' IM EL. R 81t10 � ' f,;�e�t,j". , ;, '• . . ` . � •�" � � � . �_ �y�. �°' � �` • . � , . . 'Tr' 4 r y � � � �� E � 21 ' 4 s �° � �a CONC, � ACCESS EASEMENi -^ I �' I ' ++ 8210.6't � * +, „� ° ORIV£ � � n� � EIEC. VAULT �, � � �iZg � � B224.2 PAD � " � 217.5' ��� - SCALE ' � � � -�= 3 � � � la $u���� ' � �S � 82t79�� EASEMENT LINE QATA � •+ � � r8210�9' 8213.0 "� , i'ER ' "� ,� � � ` (oN w���) � � � LINE BEARING DISTANCE DATE OF TOP � GRAPHY: 5 / 18 /98 a� PosT � ; � �,� � ,` � � �R lAANHO , � 1z � , EtEC. YRANS. 9211.7' 18 00' `J � �Y PAO� �\, I M E L. a 8 2 1 2.8 � �+ i (r�.} � � � �U � � � �` .� � a" r��i.'oaiiwE) l�� � t8 S 14'S1 ' 38" W 32 . 42' E CONC. � , `�'�- CAS SEWER MANHOLE� � �+ � ��f � °° , 4.9 S 46'50' 43" W 23. t t ' � ` MET� Ri►� e�.. m 8223.e' � �% � �� p S 46`5b' 42 " W 96 OQ' � p� � � 4 npPROx. LocAr�a �r�v. a d as� sa� r� 12„ �; f 411 S 43'49 ' 17 " E 18. 65' � �"`- " `• =�i��W � � j � HOLY CRpSS ELEC. INLET � � � � BSSOC. EA5EMENT GARAG£ SLAB d � � ( OK 285, PAGE 253) 8219�2' i �� i+31 '89'05" �.EV.�sE�Q) CO � f I 8222.s' � / �'� �`� L- 55:39� L12 N 87'47' 21 " E 60 . 29 � t + , � r �-- � @223.0 r WATER VAtVE (iYP ) �223,8 L 12" / /� i � / LC�54�fi8' 0 S D E L N 0 R T E � � g � y 0 L PAVER WALKWAY �� i � CB�S 30'S1 'i i " W ' SPEED fl1P � CQNDOMINIUMS w f � � � LLLL �� ��DWUNE) '' �� �� � i � � , � 'l., � _„�+ LL 227 .0' 822d.5' �, "" � I � � � BUILDINC OUTLINE LL PLOWI.tNE) � ,� f �n t � cr�'•> � # LL � � • BOUNDARY LINE TABLE � � CROSS EA5EMENT AGREEMENT {� N 1�i r ti �"r L�'- 82z, .s � r'�� (soaK za3, PAGE 809 ) LINE BEARING DISTANCE 1 Q - " + ''8 � , B233 6 � LL � L � 12 'F'"`_�---.... � � ��u� ,r�' L1 S 34 'S1 ' 15 " E 33 . 67 ' � I � � L L. L �LLL� � B224.4' F10WLiNE) �.��„� a" �'' t s�w�t MaNHO� � L���L �+�t� �- �-t-L � � " L2 S 82 '?_ 5 ' (} 3 " E 8 � . 44 � l Rin+ �� @ 82331 ' � '� ` /���`� � ROCK LINED � L3 N 70 '36 ' 13 '� E 41 . 50 ' LLLLLL LL. � 12" �ag & 8221 , ' � DITCH $ . r u � QU111NE Qf 9UiLDING -� � LLL� LL ��✓ LLLL L�LL � GUTTER � � �, {,n Lq- S 87 3 � 35 � 54' . � 6 � ,w '"" � . .• LLLLL �`�"`� L� LL.LLI_ FENCE {TYP.) 222.9' I'{ ' ✓' '� O , � , , t , , � L5 S 23 '39 ' � 4 " E 22 . 47 � � r� '"r ' " �• ` �i -s—r .� � �, • t. • ;: . LLLLL PQOL "�^�i LLLL � R+ . � �'�•�•. '*'� • � �, • LLL.4.L. L LLL.LL .^. fLOWLINE) / ��t�{F' � v+ N [. �j S � � � �J � � 38 � � W 49 � � �J � GRO� L4 i , ,, ,�,� +" r � �} • ••. � „ LLLLL �'`ti'^.^-�/ LLLLL �.% `�� i 313� 0 � BQULQER (TYP } ,�°, , � " � Up aF r � GROU OF � .w �►' ` • .. � . ,,, LLL� LL ,• •� ,��` �,�a � L7 S 8 � 50 55 W �J7 . � � VERGREE I.. VErnRGRSE � CATV E � � / '' I � �s. . • � LLL �� LL -�- r �� ,��� 9223. 1 '+f,�� a'" � N TREES �' 82404 � I,. LLLL.LLL LL ' � � Jr:� � 8233�8 � � ���d+ "✓ �r� -P ----- i � f LLI..LIrLLL LL 228.3' Q224'3� P A R T 0 F TR A C T B � � `' , --__ -- Q AS Ek$ i � '+ • •`�'�w y •. LL. L LLLLL (FLOWUNE) � �"` � w L12 .,,_„ _,._ C� � , i / I • .i "" ' • a � '� ` 8228,8' � �T,�� .. ` - `� ASPHALT ^ _ E ' �° s � +�r^ ."r. Mr ;t-�'� ^r;,.:,, ' ` +• ,, . , p. . � ` PATH \ , . • ; '. `� �: . , '+„'�-,.�.V.r.r, j :�� , � . ,� +� � `�� , 8225�8'<� SPEED DIP � y;,' S�I ' � ,�...., •�' %' :��; , ' `� /� 8224.3' . �' f� - ` -- �;, f . ;�. • r, , � ,:.r "`�D 0 � 216,8' .% � . �°' � �1 � 0 � --- - � �,,, _ _„ � .�__" w.. .... ... .,.:a� .L� H . . . , � �. FIRE HYORANT �' � .���fs��" ,a P A R T � F T R A C T B � - - --_-___. ��••� . � ` . � � • RE7. wAU - -� rw • / �/ ��J Y �� � � , , = �`"" �, (rYP.) � - ¢ W ''� 82 .6���3 ��'�,;sC'�' � LSINEE[1 EEEC. O�y -p' y I .� • « LIGHT pOST (TYP.) .-E� N � i � � � �,; . • 'd" � � �-�- • ,,�.% ' • 229 9' '`�, 2Z8.9' � ,r+ r � � N �� � ` LLL �' .; 8245.8'� `` `� ., ,� 8227.9' 8227,2' :"� ~' � � � �V . O7 ~ WATER LLL �'-- --- - e-- � � � UNE LL_ GARAGE SLAB 0 BURlEG C�� �"''�"' �.. y' � � , 8228 6' �8229 2' �"'�" � ; + � � - WATER MANHOLE �,� � � "°• �''t O r � � e ao:21 GENEf2AL NOTES: �- EL�B230.3' � `` �. , " 9234� 4� � �822A B' �•� f �� � I �^ �,L„ f'AVER (BEIOW) �8229.8 GATV PED. ` `` .�` ^ Jy , � i 8 5.2' ��L WAIKWAY I 0 1"� E � �I �t *8229 5' L__�--'° '~ �� ON I IARGEFt TREES) GREEN TREE ( WI TH Tf2iJNK DIAMETER W � ��� i�r vtiYV�irr��Jr.irr i����i��•.Ce�:.. 0 1 � • SZ3O B r i ^" LLL.Lt.. y�••�••�•• GARAGE SLAB �� � � ASPHAtt 8230.2 �,� DRIVE/PAFntING ( .� � � I..LL LL. Ll..l.. F� "8229•2� �� � �� � ARFq � � INDICATES A DECIDUOUS TREE ^ LL �� LLLL LL i� � (BELOYI� � � ;' ��. / 8231.2'i � � i 8256.6' LLL. LLL 82480 Q � � � w I t � � 8240 8' � � ��� 8230 8' 8231 �' , •�' � � + e247.o ��� ' , ��""'� .�'� � � .. BUILOING QUTLINES AS SHOWN HEREON ARE FOR GENERAL LOCATION PURPOSES ONLY, � � � � � � � 1 �ti ° MORE DETAILED I (VFQRMATIQN SHOULD BE OBTA�NED PRIOR TO DESIGN OR CONSTRUCl'f4N � °� � i 24„ LL �„ ` ; � � �: QF FEATURES UPON QR ADJOINING STRUCTURES. � � I., LLL LL � � J�� i LLL L � � _�_ I.LL � i �g° L����LLL ' OSZS LLL U11lITY E.00A710N5 SHOWN NEREON WERE FIEL� LC7CATED 6Y THEIf2 . • � ' L � � ��y, o�A � RESPECTIVE COMPANfES, FEAK IAND SURV�YING , INC . ASSUMES NO A • i RESPONSIBtLITY FOR TNE ACCURACY OF THE LOCATIONS SHOWN qR • ROCK CARDEN ,�. — °`- � � BERf'IE�DI V�R F ED �PRTOR TO CQNSTRUCT4pN UTILI'TY LOCATIONS SHOULD ' 8258.1 �'� ����`' � (18' Dln.) � :,;yr.,: waon s�eas �"'—" �i"~-- ~-�-- - - - -/�` RECORD DOCUMENTS Ul'ILIZED IN PREPARATION OF THIS SURVEY WERE PROVIDED i ''�tY::... "����•�• •�' O � Zg �w I��� O � O BY LANQ 7fTLE GUARANI'EE C0. ORDER No. V259558 - 2, DATED OCTOBER 17, 1997. I�pST WESTERLY CORNER QF •�v..'�+.,;.., ti•�;'r�ti'-' TRACT 8 , VAIL VILLAGE SEVENTH FILIiVG ..•�,•. .. .... .,:..ti 2sz q�euw wau. .. .�ws:y. L;r��J O � O � O Q O � o � � •�:r:;:.+.• • (rYP.) � �+r�a,..� ��y�� �,,,-LZa p _ (� t�� � p O NOTICE: •� . . �� � .,�V�� ��� - --.R,_ p O .� v v'-^�t O O O O ACCORDING 1'0 COLORADO LAW YOU MUST COMNfENCE ANY LEGAL ACTION � • r� ��R � ��1J� ���• l�o Za �� 3�. �v .. ���. �.• •. � o � � Q � a 0 0 a 0 � M �g • , , , • .�. ,�,�.,. , , , , ..y ��•'•• �""`�.,,, 0 O O O O � O O O O O O O O � O BASED UPQN ANY DEFECT IN TH{S SURVEY WITh31N THREE YEARS AFTEEt 05 r�. �'.». .. Sxe7,2 . J '�s ,.�r.� O O O O U O O O w - , •'•'�•:�;;�:�'��'�••�... . :?�`v�'d�'r � ��� � � L � LLL � � O�p �'g'D�j� YOU FiRST DISCOVER SUCH D�FECT. IN NO EVENT, MAY ANY ACT70N ""--.....�244. 17 � r;,r�o.v.,rJw•... �:{tv;.�r.: 0 L �� � :••�• O �3 I_LI. LLLL �O OO . BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN .;......... .... ..::........ ' ...;;,:.::v{r,:�;:�5:" � � �� LLL _i _ i LL �,A�S Q TEN YEARS FROM 'fHE DATE OF THE CERTiFICATIpN SHOWN HE . � LLLI..LLLLL LL. � TRUE POINT OF BEGINNiNG N 7C�' �� LLLL LL --�„� FOALUMA CAP L. S ENoR Z5I68 e� o 'Q`5 W -.. � � �LZB �„ �, _ � 35, � � _ � � �" '` ""~ _ -„�,.� _ �S S9 �q- 2 � J� 7 �� W '- �J �I �J . C} U � J SURVEYOR 'S CERTfFICATE woo� rREws FOUND No, 4 REBAR WITH ALUM. CAP FOUNCJ Na. 4 REBAR WiTW WASFiER AND A PLAlN No. 6 REBAR ANp A PLAIN No. 6 RERAR I , BRENT BIGGS, A PROFESSIONAL LANO 5URVEYOR REGISTERED UNDER THE I.AWS �F � � � ~' " `"'�� „ 7HE STATE 0� COL.ORADO, t20 HEREBY CERTIFY THAT THiS 1'QPOGRAPHIC MAP WAS '�,. � MADE BY ME AND UNDER MY Sl1PERVISION, AND THAT 7Hf MAP IS ACCURAi'E AND CORREC7 SO THE BES OWLEQGE , -- � ♦ CENTERLINE � � DATE: _-- - T BIGGS T---------------- - ..-,._ _ ...— � U N P LA TTE D ) � a � , � S. 2 �5�8 + DF TRAIL a S �'�i '�- R & ON BEHALF OF :° Nr ,�/ oq: u EAK LAND SUf2VEYING, INC. L (' S�, �t ii,�( . ^O �q► i � ++ (1,.� r � �� � �� f: �� � y � � 1 .�1A' " Y T � POGRAPHIC MAP _ NORTHWO �JDS CONDOMINIUMS - �. A PART OF TRACT B , VAIL VILLAGE . ° � '�� SEVENTH FILING . .. „ . `�.;, � r ' � % '� ^• . ' Yo T � WN OF VAIL , EAGLE COUNTY , C � LO A , :-�- . ; s :;, , ,,- .. . , . ,; r � �, FEAK � LAND CQNSULTANTS, INC. DRAWN : J � � � � � W� � � BS SNEET 570T PEAK LAND SURVEYING, INC . 970- 476- 8fi44 FAX 970- A78- 861B DATE : 06 /05 /9 $ PLC JOB #. 1000 410N'S RiQGE LOqP VAIL, CO $1657 — 1' �,��- , � �, � - / � � OOO v � �Ovoo ° o ° d6c , �� r � mac esign � � , � � � � � � � � o � � o�� o � � LANDSCAPE � 2 • , � , � � O o O o � 0 � � ARCHITECTURE o � � � ' � � DO � O i �' � �� �� � � � � � � , ` /� o o � :� [;� ' S I T E P L A N N I N G N � � � � ` � � � � p � �� � 9 0 5 O 3 345 4 6, A V O N , C O 8 1 6 2 0 � / � � o o P����NI �L FLOW�RS ♦ � � � ° EXISTING � 0 � A�ND Gi�OUNDG01l�R ' �-��N DO KOT PRUN� OR � � ' O O O O 1 �� �/ DAM,4GE LEAD�R � �- ��� ST�� L � DG I NG � � � • � �TYP .� NYLON WEBBING STRAP . / � \ \ , ♦ �OULDER 2�-6 ° Dia. � _ � •► � � OUTGROPP I NG5 ` 5AU OR RIM � HSB �TY�' •� BI7UMINOUS IMPR�GNATED � "� 2 .� ' HT , STO�I� ` I P�'G 2 55U ( a so�-wroM(Fa�i�.��xsT�i � �"' � s ° riuLC++ _ . YENE�R JN,4LL W/ ` � � b'�LONG M�TAL "T" POST �� W � }'LftiNT ROOTBALL � O �`'^'' "' � � 6RP�DE WHIGH SHRUS � L.�4G�T4N� GA�P Pr41KTED GRE�N �' � I 6REW IN NURSERY 230 S� S�NDSET MULGH � �� `+�' � `U� 5AUGER RIM 5AUG�R RIM (5EE NOTE5) � 0 O O �L�GSTONE P�TI O PINISH GRADE w o o � Fir��s�+ 6�,an� � �OO 3 HSB �GOLOR�tDO BU��� — EXISTING UNDI5TUR6ED � � � � � ` - _ - - - � �-�,ar � O P�i��NNI �L � LOWERS � - - ' r�MO�roP I/3 OF BURLAP _ — — SUB6RP�DE a ?�ND GROUNDGOY�R 4 A1.-L WIRE/METAL, ETG � - - Rp0'B,4LL B�4GKPILL AS SPEGIFIED (REMOVE GONTAINEW � 2 PPG 6 HSS (TYP .� _ � 4 GOMPAGTED SPEUFIED " �., _ B�GIGFILL MATERIAL � � - SAGKFILL FOR SETTING _ _ _ _ _ - UNDISTURBED 501L ON � � , � OP ROOTB,4L1. - - $OTTOM OP ROO'BALL • � 3 55U - _ - �j Z � 3 �5� / I 2X BALL DIA. I � - � '� MIN. 'k � 2X BALL DI?�. I � (\ MIN. -'�� � � • ST�Pi� I N� . +�_ 8� � ( D�G I DUOUS TREE PL ,�NT I NG 2 SHRUB PL ?�NT I NG � � 911 O STO�lES (TY'P .) , L — I NOT TO SGALE � - I HOT TO SGALE � (� � � � ` EXISThNG � � .� � ' . ' � L�41�N \ � � �„ (� � � o � � , ' oo � O � � � o � � � / , oo � � } . / 6 0 � U � � � � � �7 � � � � � � � ,6 � ° � Q O � / o0 0000 11�11 � � } / � o 00000 � o 0 . � � � � /� o _ � � � � � � � � � � � � � � � � I � � x � ` I � � � � DATE DESGRIPTION �� �� �� (2/03/09 FINAL PLAN (GHEGK SET) K�Y QTY . GOMMON N?�ME BOT?�NIG N/�ME 51ZE I . GONTR�GTOR TO YERI �Y PIELD GONDITIONS AND NOTIPY THE L�4ND5G?�PE ARGHITEGT OF ANY 3�i7�2oio FINAL PLAN (REVISED) TREES D15GREP1�NG1 �5 PRIOR TO PROGEEDING WITH THE WORK . PTA 5 A�SPEN POPULUS TREMULOI DES 2 "-2 5 " Gf�L I PER 2 • PLA�NTI NG SEDS SHALL BE MULGHED W I TH 3 DEPTH OF SHREDDED GEDaR MULGH ?�T TREE A�ND SHRUB �� D�GIDUOUS/ �YERGREEN SHRUBS/ORN,4MENT,AL GRf455�5 ?�REAS ?�ND 1 " EKO GOMPOST ,4T PERENNI ?�L FLOWER �rRE?�S; EDGED WITH ST�EL EDGING �45 SSU 5 UR�L FALSE SPIRE�4 SORB?�RIA� 50RBIPOLI ,4 5 G?�L . GONT. M�NU��GTURED BY "PRO-STEEL " , 4 " WID� X I /8 " THIGK . H5B 15 BLUE AVEN?� GR,455 HELIGTOTRIGHON SEMPERVIR�NS I GAL . GONT. 3 • PL,4NTING OF PERENNI �L FLOWER ?�REA�S, WHERE SHOY�lN ON PL?�N SHALL �� DETERMINED BY PPG 3 GLOB� SPRUGE PIGE?r PUNGENS 'GLOB� ' 10 G?�L GONT. L�NDSG�4PE ARGHITEGT �4ND GONTRfi�GTOR B,45ED UPON BEST AVAILABLE PLANT MP�TERlA�LS PERENNI �LS (P�LETTE) �T TIME OF 1N5T�LL?�TION, USiNG PERENNIAL PL,4NT P�LETTE �4ND SIZ�S ?�S INDIGA�'TED ON LEG�ND . GOMMON WHITE Y�RROW AGHILLEfi� MILL��OLIUM I G�L . GONT IS " O .G . 4. SOIL PREPARATION UNDER ALL L,4NDSGAPED �RE?�5 SHA�LL GON515T OF EKO GOMP05T TILLED INTO SOIL O 8 GOLUMBIN�, ROGKY MOUNTA� IN RQUILEGI ,4 GAERULEfi� I GA�L GONT. 12 " O G . �4T THE RATE OP 4 GU81G Y�4RD5 PER 1000 SG2UP�R� FE�T. DWAR� YELLOW D,4YLILY HEMEROG?�LLlS 5P . 'STELLP� I7E ORO ' 4 " POTS 12 " O .G . 5 . IMPORTED SOULDERS US�D FOR BOULD�R OUTGROPPINGS SHALL B� GLEP�N, UNBROKEN RI �lER SOULDERS ?�STER, DW,�R� WHITE F�LL P�STER NOVI -BELGII I G�L . GONT. I � " O .G . R?�NGING IN SVZE FROM 2- I /2 ' TO 5 ' IN DI �METER. L�NDSG?�PE ,4RGHIT�GT TO INSPEGT/?�PPROVE BOULDERS Scale I /8 " = I ' -O " North BLU� HA�REBELL G�MP?�NUL�4 ROTUNDIFOLI ,h 'OLYMPIG,4 ' 4 " POTS 12 " O .G PRIOR TO tN5T,4LL�TION . PURPLE GONEPLOWER EGHIN�GEA PURPURE� I GAL GONT. 18 " O G 6 . P�LL PROPOS�D L?�NDSG�4PING TO BE IRRIG�4TED BY MEANS OP AND �4UTOMATIG, UNDERGROUND IRRIG�TION BLUE FESGUE FESTUG� GL,4UG� 4 " POTS 8 " O .G . SYSTEM. TR�ES AND 5HRU85 5H?�LL BE DRIP IRRIGATED . PERENNIP�L FLOW�R ?�REaS 5H?�LL BE SPR?�Y � � � D � G � j= � RED A1�EN5 GEUM GF� ILOENSE 'MRS . BR,4DFORD ' I GAL . GONT. 12 " O .G . IRRIG�TED BY MEANS OF INDEPENDENT i'OP-UP SPR,4Y ZONES. � � � � SIBERI �N IRIS IRIS 51B�RIGA I G�L . GONT. IS " OG . � . BDULDERS TD SE BURIED ,4 MINIMUM OF I /4 TH� IR WIDTH INTO GR�DE �4ND P051TIONED IN TIGHT GROUPS A5 BLUE FL?�X LINUM P�R�NNE 4 " POTS 12 " O .G . SHOWN ON PL�N TO PROVIDE N�TUI??�L LOOKING 80ULDER OUTGROPPINGS. LANDSGA�PE ARGHITEGT SHf4LL LUPINE LUPINUS SPEGI �S t G�L . GONT. IS " O G . SH?�LL DIREGT /�ND SUPERVISE PLAGEMENT OF BOULDERS �4ND BOULDER OUTGROPPINGS . ROGiGY MOUNTP� IN PENSTEMON P�NSTEMON STRIGTUS I G,4L . GONT. IS " O .G . 8 . M?�T�RI ?�L.S, GONSTRUGTION DETA� ILING, AND GONSTRUGTION METHODS USED ON FLAGSTONE P?�TIO �4ND BLAGK EYED SUSAN RUDBEGKI ?� FULGID,4 'GOLDSTRUM ' I GAL . GONT 18 " O .G STONE �/�NEER W�LL SH�LL M�TGH OTHER P?�TIO /�ND STONE VENEER W�LLS !�T NORTHWOODS BLDG . �. L�YEND�R GOTTON 5,4NTOLINf4 GHf4M�EGYP�R155U5 I GAL . GONT. 12 " O.G . L - I BLUE 5l�LVI � 5ALV1 � NEMOROSA 'SLUE QUE�N' I G,4L . GONT. 12 " O .G . BLUE SPIKE SPEEDWELL VERONIGI� 'SUNNY BORDER BLUE ' I G�L . GONT 12 " O .G . SIX HILLS GI ?�NT G?�TMINT N�PET?� X FA�?�55EN11 I GAL . GONT I S " O .G V �I � E NqRTHWO��S PR �3F' ERTY as,� o� � ��� � . �WER kAHHO�E ' � . � U �E SEL+ENTH FlLI�1G, A 5UF3DiV15�ON FtECORpfiO UM1tDEf2 R �CEPTI��1 NllM6ER 10273Q� RxM E�.. = ssts.a' f � 3 V, OF THE EAGLE COUN 'TY, COL4RAD0, C1..�RK AND RECOROER'S RECPR�S, SAIQ � \ r�v. 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THIRD LEYEL � � � � EL : 43 '- 10 " —i � i— EL : 43 '- 10 " � � i I � NEW NORTHWOODS STANDARD R?� iLING E--�I XI TI1 G W O ID N n/ i i I N ' W W O I D �l I� � I , ��,4 � i � �XI5TIN6 LIYING ROOM � O O O O NEW DEGK �f ENGLOSED � � I Q H � � 3 ii I �y� i � RAILING HEIGHT aecK 1 ; 3 '6 " � , � , � , � , SEGON LEVEL � ' SEGOND LEVEL I EL : 34 '-2 " � i EL : 34'-2" — - - — - - � � � � INFILL EXISTING GENERAL GOMMON SPAGE � NEW STUGGO I N�W ,4DI� ITION , � R—Y�l..UES � � I � is5ue DA� GEILIN6 = 4q � � rtoRTHwooDS a- i � 2-2-oq ,q�p� i i EXISTING BEDROOM � O N�W NORTHWOODS APPR01/ED LIGHT FIXTURE YV�LLS = 24 � i XISTINC-� STUG�O � I TOY-DRB 12- 11 -0�t 5L�4B PERIM. = 18 ENGLOS�D ; i � (TYPIG�4L O� THREE) � TOY-PERMIT 12-2q -Oq � � I � TOY-PERMIT- 2- I1 - 10 NEW WINDOWS � � � I — � REVISED U—Y,4LUE = .35 � i i I I 2 ToY-DRB- FIRST EYEL _ _ ' ' _ FIRST LEV _ _ _ _ _ _ _ _ _ _ _ _ GHANGED TO APP 3-26 - 10 EL : 24'-6 " ' " — I REYISED 4- 16- 10 I I NORTHN100D5 R- 1 � � � �� T ( O � 4 OV-PERM I T- 4-20- 10 ISED SGAL.E: I/4" = I '-0" EXISTING ` P,4RKING G�RAGE � � � � ( � � i / 4 �� _ � � � �� _ ' � � t DESIGN CRITERIA ESPEJO REMODEL ( NORTHWOODS A - 9 ) JOB �0912- 10 . ,a, a.� , t` - - Roof Live Load Snow - __________ _�___________________ 80 psf k` ��aooa„�fs� Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf - 4p f,� Floor Live Load 40 psf ���0,0� �o o�'�r� , Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 50 psf c,� e � �o � Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf � � ``° �� Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 50 psf � � �$�� Wind ( 3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph ( Exp . B ) � Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B . . 0 IBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2009 ��'�S •���� .«o� �� . aN�l. E� Per IBC 1614. 3 , the alterations to the structure do not increase the seismic force in or decrease . the design strength of any resisting structural element in the building by more than 5� 04/1 �/10 SPECIAL INSPECTION � j o0 a . Provide periodic inspection of all welding per IBC Section 1704 3. 1 . � � Q N \ /(� T W Q � W I� FOUNDATION DESIGN . \ � U � Q o � � � Z � F~- � V O) � a . Design of footings is based on an assumed maximum allowable bearing pressure of 1500 psf � � � � ° z � � ( dead load plus full live load ) . 5 � � �j � N o °' °' HSS COL PER PLAN I � w �,� b . Footings shall be placed on the natural undisturbed soil , or compacted structural fill per the S3 � Z � 00 � J "� x recommendations of the geotechnical engineer, below frost depth „ �� „ ,� � Q ,L � � � o � c A representative of the geotechnical engineer shall verify soils conditions and types during � �4 I BASE �j' YZ x5Yz x10 W/ F- � � � --� �v excavation Because geotechnical information was not available at the time of preparation of TYP ( 2 ) - 3/4" �x6 " EPDXY ANCH ' s �-� �-�\ � � the construction documents, we have used assumed values based on similar sites in the area Construction of the foundation may not proceed without venfying these values . Report any ii ii 22 � 23 24 � � 25 26 Z �p� discrepancies from design assumptions to structural engineer for re - evaluation of foundation ii ii � O � � � design . u u TOP OF CONCRETE WALL U � � � �i REINFORCED CONCRETE- N I I Q I I I � � x � � � o � � �� 3 � oornrn a . Concrete design is based on the " Building Code Requirements for Reinforced Concrete " ( ACI ` N I I I I I � � °D � .-..-. 318) as adopted by Chapter 19 of the 2009 IBC. � S1 � p � o Q b Structural concrete shall have a minimum 28- day compressive strength of 3000 psi . " 9 , _ O„ � � � > °�' � c Concrete shall be proportioned using Type I - II sulfate- resistant cement Adm � xtures containing ,� 10 chloride salts shall not be used N , d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of � 1 ' - 9 " 6 ' - 5 " 0 " � Concrete Practice ( N ) T 0 W. = 23 - 10 I I ( N ) T O. W. = 24' - 6 I I e Anchor bolts for beam and column bearing plates shall be placed with setting templates ( N ) T 0 F = 20 - 6 ( N ) T. O. F = 20 ' - 6 , f Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and I 2 I I I spaced at a minimum of 10 bolt diameters unless noted otherwise. S1 g . Anchor bolts for light gauge steel sill plates shall be placed at 4' - 0" maximum spacing with 3 SCALE 3 /4 " - 1 ' 0 " r � one anchor bolt at 12 from each end or corner and a minimum of two anchor bolts per ( N ) T O . W = 24' - 6 � � \ - - - - - - - - - - - - - - - - - - - - - - � � ,� Sl - - - - - - - - - - piece ( N ) TO . F = 20' - 6 f- - - - - - - - - - - � I h . Concrete coverage for reinforcing steel : � ( N ) 4" CONCRETE SLAB ON 4" CLEAN GRAVEL � � 1 . Concrete cast against and permanently exposed to earth : 3" I N 24' - 6 I � � BASE ON UNDISTURBED (�RADE OR COMPACTED � I ( 2. Concrete exposed to earth or weather N � I I I T. O. SLAB � � STRUCTURAL FILL PER SQILS ENGINEER � � � A. #5 bar and smaller 1 1 /2" 2� _ p I I � MATCH ( E) REINFORCE SLAB WITH 6x6 - W1 4xW1 4 WELDED B #6 through #18 bar 2 " #4 DWLS x o I I `D � � WIRE FABRIC THROUGHO T. I I 3. Concrete not exposed to weather or in contact with ground . „ � 16 " O. C. N � I I ( N ) STEEL STUDS S1 � I I I � � A. Slabs, walls, �oists ( #11 bar and smaller) 3/4 � � ( BEYOND ) � I � I � B . Beams, columns 1 1 /2" � � _ _ - - - - _ - - - - - - - - -1- 1- - - - - - - - - - - - - - - - - - - - - - - � - � � �`'� � _ _ _ - - - - _ _ _ _ ��y - _ REINFORCING STEEL: � � 4" CONC SLAB #4 DWLS x 24" EPDXIED INTO 3/4" �x4" � � �� rt � � � T -I �T- (-T� � TI t � � � (T � TI A� � � � PER PLAN HOLES IN ( E ) CONC . � 16 0 C II I I � , I I I I I I I � � � a Detailing , fabncation and placement of reinforcmg steel shall be in accordance with the ACI I I � � I j � � I � I � I I � (� Manual of Concrete Practice � DWL. ( N ) CONC WALLS TO ( E) � � , I I I � ~ ^ � b . Except where otherwise noted on the drawings , reinforcing bars shall conform to ASTM 24'- g 24' - 6 W/ #5 DWLS x 24" EPDXIED I I I I � � ` � ( I � Q �--� Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note a a - - - - - °- - - - „ „ „ T. O. SLAB T 0 ( E ) SLAB INTO 3/4 �x4 HOLES C�? 12 O. 0 � � I I I on plan , or bars to be welded , which shall be grade 40. - a ° a a r °- - - - -a I � � Q� c At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless 23' - 10 � a � a � a - ° - AND ( 2) DWLS IN FTG , TYP I I , I � I � ( I I � s p e c i f i c a l l y a p p r o v e d b y e n g i n e e r. T. 0 W. ,, � o �;`���``;�``� ��o���i:�i�� �������\������� I ° I I � I ' � I I � I I I I � � � � d. At corners, make horizontal bars continuous or provide corner bars. Around openings and . ��;�� � � � : .� � � ° I ° I I � I � I � � � I � � � w , „ � �,���� �� �� ' �i �� � a a ° � � steps in concrete, provide ( 2) - #5 bars extending 2 - 6 beyond edge of opening or step ���,,,�,,��,, a a ���� `�oi��;� � a ° I I I ( E DOUBLE TE ' S I I � ^ � e. Welded wire fabric shall conform to ASTM Specification A- 185. Lap welded wire fabric a o,;o�� !, ( 1 ) - #4 CONT HORIZ. ���� T - - - - - ( � � � I I I I I � � O M--� minimum of one fuli mesh plus two inches Laps shall be wired together. \\ ° (1 ) - #5 CONT HORIZ I � a I � I I � I I I � � F, f. Epoxy adhesive for reinforcing dowels shall be " Hilti " or " Simpson " or approved equivalent � MID - HT I Q I ( E ) DOUBLE TEE � � � � � I I I I � , I � � � adhesive systems Minimum embedments , if not specifically indicated on the drawings , shall � be according to the manufacturer' s specifications � ° O g Metnc bar size conversion table . = I � ( E ) FDTN WALL I � I � I I I � � � I � ( � � METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 a #5 DWLS x � �d° � i I � I � � I � I � I � INCH - POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 ° � 48" 0 C. � �� � � I � ( � � I ( � � � � STRUCTURAL STEEL• 4" 4" 6 „ I I � I � ( I I I � O � � 2 - 5' s CONT ( ' I � � ' ( I I � O a Structural steel shall be detailed fabricated and erected in accordance with the most current � � # I I � I I � � � ' � HORIZ. TOP & BOT ' i . editions of AISC Specificaticns and Code of Standard Practice 20 - 6 a � � I � I � I � I � I I � � � b . Structural steel W shapes shall be ASTM A992 . Other rolled shapes, including plates and T. O. F. ° ° a � I I I I I � � angles shall be ASTM A36 . Round or rectangular HSS shapes shall be ASTM A500 grade B . � � ° I � I � I I II I I � � I i O � , c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and `� a I I I � I I I I I I � � � bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3 /4" diameter � � � I I I I �j � � unless noted otherwise. �� PERIMETER DRAIN „ „ „ � d . Typicai framed beam connections shall consist of pairs of 1 /4 angles using the maximum PER SOILS ENGINEER 4 8 4 �� I I � I I I O number of bolts called for in Table 10 - 1 or combination bolts and welds in Table 10- 2 of the _ — J L — _ � i_ 11 — — _ — �I _ _ � _ J L — — — — Ll _ — i_ _ ll _ _ _ _ � L _ �. _ _ LL _ _ _ — 1.1 _ � A - - �-r t-r A AISC Manual ( Thirteenth Edition ) . . » - - - I- - - " - - - - - - - - - - - - I- - - - - - - - - - - - � - - - - - - - - - - - � y - - e Expansion bolts shall be wedge type " Hilti " or " Rawl " or " Simpson " , or approved equivalent with 1 - 4 the following minimum embedments: � � I I I 1 . 1 /2" diameter - - - - 2 1 /2" 2 SCALE : 3 /4 " = 1 ' - 0 " 2 5/8" diameter - - - - 3'� 3. 3/4" diameter - - - - 4" S� f. Epoxy anchors called for on the drawings shall be " Epcon " or "Rawl " or " Simpson " or approved � � 22 23 24 25 26 equivalent anchor systems . Minimum embedments, if not specifically indicated on the � � ( N ) 5Y2" x 13/$" x 22 GA drawings, shall be according to the manufacturer' s specifications � � STEEL STUDS � 16 " 0 C g . All welding shall be done by an AWS qualified welder I I NORTH h Delay painting within 3" of field welds until welds are completed . DRIVE- PIN BOTTOM I O I i All grout beneath column base plates and steel beams at bearing shall be non - shrink, TRACK TO CONC � � O U N D A TI O N P L A N SCALE : � 4 " = 1 � - 0 � � non - metallic type grout Grout shall have a minimum compressive strength of 2500 psi 16 " 0 C � � YZ" EXP MAT' L, TYP GENERAL REQUIREMENTS I � PLAN NOTES � � 4" CONC SLAB PER PLAN designed by KRM a Structural erection and bracing • The structural drawings illustrate the completed structure , � , 1 ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS• drawn by MTN with all elements in their final positions, properly supported and braced The contractor, in 24 - 6 24 - 6 � T 0 W = TOP OF CONCRETE WALL T. 0 F = TOP OF CONCRETE FOOTING TDH the proper sequence , shall provide shoring and bracing as may be required during construction T O. W a a a T. 0 SLAB FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS. checked by a a to achieve the final completed structure. Contact structural engineer for consultation ( not in � �a controct) as required a � 2 TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING ISSUed � ��i ��i �a �i �% b Dimensions Check all dimensions against architectural drawings prior to construction Do � �i��i�% , �i���i�ii��i;� CONDITIONS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED .�!�i� � � not scale drawings. �y'��!�y%��i � a a �i°��r�� � PERMIT 12 /17 /09 c Construction practices General contractor is responsible for means , methods, techniques, \;!����� ��i,�� 3 STEPS IN TOP OF CONCRETE WALL INDICATED : � sequences and procedures for construction of this pro�ect Notify structural engineer of , ( 1 ) - #5 CONT HORIZ � MID - HT REVISED 2 /11 /10 omissions or conflicts between the working drawings and existing conditions Coordinate a 4 CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION requirements for mechanical /electrical /plumbing penetrations through structural elements with = WALLS UNLESS NOTED OTHERWISE REVISED 3 /31 /10 structurai engineer. Jobsite safety is the sole responsibility of the contractor. All methods „� „ � >, „ #5 DWLS x J 5 CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTINUOUS FOOTINGS ARE 8 used for construction shall be in accordance with the latest editions of the IBC /IRC. 4 4 � 48 " 0 C � THICK x 16 " WIDE UNLESS NOTED OTHERWISE. d Details not specifically shown on the drawings shall be constructed in a manner similar to the a 6 „ details that are shown for like conditions These items shall be brought to the attention of ° 6 . ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT the structural engineer as soon as possible for approval . Approval shall be obtained prior to AND CONTRACTOR installation e All waterproofing and flashing is the responsibility of the architect and contractor. a ( 2) - #5 ' s CONT 7 DO NOT SCALE DRAWINGS f It is the responsibility of the contractor to contact the structural engineer at the appropriate HORIZ TOP & BOT. time to perform site observation visits. Observation visits to the �obsite by the engineer are 20' - 6 ° 8 ( E ) REFERS TO EXISTING CONSTRUCTION ( - - - - - - ) , ( N ) REFERS TO NEW ( ) . for determination of general conformance with the construction documents and shall not be T O. F ° ° d sheet . construed as inspection . � o a g . Though every effort is made to provide a complete and clear set of construction documents, � a discrepancies or omissions may occur Release of these drawings anticipates cooperation and . continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor PERIMETER DRAIN 4" 8" 4" expenenced in the construction techniques and systems depicted PER SOILS ENGINEER h . Existing structures . Contractor shall be responsible for verifying dimensions, elevations , framing , foundation and anything else that may affect the work shown on the drawings 1 '- 4" Underpinning , shoring and bracing of existing structures shall be the responsibility of the contractor � SCALE 3 /4" = 1 ' - O " : s � JOB # 0912 - 10 , . � � - ��vo ���ts � , �°a�°�°°�° o�'� �o���a �p9� � �� ¢.�� �� � a � � t �� 0•�6� NA��'N��t-�47 �/ � 4 ��v . . 04/19/10 � � � � Q N .N O � � � O � U � a o 00 00 Z � .- Urnrn � OoZr� r� (� � � N � rnrn � � � w J r.�. Z � � ~ ~ oQ Q L cD � � r� L� � � C� (n J �� J � � (�\ \/ \ /�, �--� O � � 22 � 23 1 i4 25 I 26 ( ? 2 ; � 23 � 24 25 2E � � � �. ' / \ \` i' � U � in r7 i j � — c� m � � � � � � � � �*' p � rnrn � � 1 4 2 � � ( � � � � � � mU I I S3 3 S3 I I I I I I I � cn � j �" L _j O X � � � � CONT. ( N ) W 8 x 18 , � � DOU LE 5Yzx13/Sx22 GA STUD , r � r SIMPSON S/HJC , TYP � r I 3 BOX HEADER W/ ( 1 ) TRIMMER AND ( 1 ) KING STUD EA END � I z z I I z I ° I i S3 � I I � � 2 8" x15 ' x18 G � � 8" 15/8" x18 GA 50 ksi J ISTS � 28 " � � I I I I I ( 50 si ) JO TS � 24" — — - - T - - — — — --- — — — — - - I - - - - - - � - - —I - - -I - - I - - - - - - - - � — - - � - - ' - - � — � � i_� _ _ i � J- - C_ _ � I — — o �� N I i �� — - - - - � — i I - - i - - i - - ' � I I � ( N ) S EEL JOI �TS � I � x Jys x I � � Jys I � I i X I � I 'LJ� I � EA H E � � i I i I °� � II � � � I � � II � s � I — - - I II � � +� � � �� +� � I � � � � +� ( � � � � � ., +s Z � ,� +s ; Z � � +s i � � � � v v � i� I I vl I I � � � � W A, — — _ — i i � E ) W 1 , x 27 I _ _� — � � � L = � A H , � — _ _ — � � ; � E) W 10 x 21 , — — — — � � � I 1 � � � i ' ( 32 1Y2) � � r �- - J � L - - - �- � � � j I � � I I � I� � -1 `�� -1 I � � � � � � —� � � � L� � � � � � i j �I � i i � i � � � � � I � � I I � � I I � � � � II I I � I L T — J T — � I � I I � ( E ) 12 ' STEEL ;BAP, JOI�STS � I I � Q � II � , i i� ( E ) 12 " STEEL BAR JOISTS I I r � � I � I I I I � I I � � � � I � ) I i I �� � � � � � i I � � rT� � � I III , I I II III � iI III i � i I I F� w � '' I � , I � � I �� � I I I I '� I II � � I � � li I � I � � � Q I � � , � II I I � I I , I I � � I � , I I I I � I I � I I � � I � � '� � I I I I � I I � � ij � ; i i� i � i � i i i � - - - - - - - - - - - - -� i � � i i � i i , � � i i i i' i ii � _ � i , � i � �� - - -, �- - - - - - - - - - , i � � O i i ' i i � � � �L = - �-__�_____ � i i i i� i � i � � � ��' I i ' i i i � � I � � � � ►-� ii � ! ii� ii ' ii i i � i i � � � ��—� ; ; o ,-� ° i � � ii � � ii ii i i � i i i i � � � � � � i j � � � � � ; � � i � ; � � � � i, , ; ( � I � � ' � � L =��__� _— =J � = = = =,� , � � — �= J � � J� �-�_ = I r —__ —_ � � � � ' � � . � � � � � �T � � � �1�� � � � ��' � � � � � � � o ►� ` � il � i ! ; ' � � � � i � i i i i 'i � ii � i i �,, � � � , � � � � I � � � � � ; � � � � c� � � n n � � � I ' i � � III � II i � � I !I ' � I � � � � I " — i — J L - - �— J �--� � �W 4 x 30 � - - � � - - - - - - - ��- - - - � ��� - - - - - -��I�-- - - — � I I - - - � F� A — — - - - "� ' � — �� ,� N � � � � �—z — - - ' �ELW 14 x 30� - - � - - I - - — - - � � - - - i�= - - - - = - - - - � - - - - - - -- - - - - - - - _�— — ,� � - -� - - - � - - - - - - - - - - - -� — = - - - - - - I I I I I I I I I I \ i � 22 23 � 24 25 26 22 � 23 24 � 25 26 NORTH NORTH SECON D FLOOR FRAM I N G PLAN SCALE : � 4 " = 1 � - 0 � � , ROO � � RAM I N G PLAN SCALE : � 4 " = 1 � - 0 � � desi ned b KRM PLAN NOTES g y PLAN NOTES drawn by MTN 1 ( E) REFERS TO EXISTING CONSTRUCTION ( - - - - - - ) , ( N ) REFERS TO NEW ( ) checked by TDH 1 ( E) REFERS TO EXISTING CONSTRUCTION ( — — — — — — ) , ( N ) REFERS TO NEW ( ) issued PERMIT 12 /17 /09 REVISED 2 11 f 10 REVISED 3 /31 /10 . sheet l � JOB # 0912 - 10 J . � � y � A , - - -- ���`��4 ���fs`'� � � ��°00°°��°�s'o��� , TYP . 3/16 » 2„ � 12,� C�A�� �� � � o �� � a �s, a o � }� °AS a��,� . � ( E) CANTILEVERED , � � � '���NAL E����. � BAR JOISTS � � . , -� � , - 04/19/10 i � ' � � � � � ' � ! � i � � � i ' � ' � � w � � ' i � ii � Q N 3/16 " ' N o � ' � � � -�p � 000 � � U / � � ¢ p ao 00 Z � � U � � i � ( E) DROPPED C o o Z r� r� � STEEL BEAM �/j � � N o � � ~ � � w J .--.� Z � � ~ � O Q Q �L � � — �'`� LL �- � CD (n J .�.� J L1Y2x1Yzx }� � � SIMPSON S/H2 5 WEBS AS SHOWN � •� AT EA TRUSS Z � ( N ) C3x6 OR HSS3x2xY8 x 8 ' - 0 ( MIN . ) � � N oo rn � WELDED TO ( E) BAR JOISTS TOP & � � � � � I I BOTTOM CHORDS � L � o a, o, � xp � d- CONT L3x3xY4 � � ( N ) L1Yz x 1Y2 x Y8 � U � � °' °' I O I VERT WEB AT END � m '1'� � L _jOX +, O - I� Q � d � �.�.� I I ( N ) 5Y2" x 13/8" x 22 GA. STEEL � � STUDS � 16 " 0 C , HEADER - I I OVER OPNGS W/ DOUBLE STUD , I I BOX HEADER W/ TRIMMER AND • I I KING STUD EA END 3 SCALE : 3 /4" = 1 ' - 0 " S3 � � � A EXISTING NEW � � W � . I I-� � � 7 ' - 4" II II 4'— p" � ~ � l� CONT BOND BM AT TOP & I I � � , . : BOT W/ ( 2) - #5' s CONT. I I � � � I II � Q �--� � 8" CMU ( E) EXTERIOR WALL II II 2Y2" CONC. SLAB OVER 1 " x 26 O � �I ( E) 12 " BAR JOISTS ( E) SLAB & DECKING II l � II DECKING ( VULCRA�FT� 1SOCEOR � �T� F-�-1 N SANDSET FLAGSTONE II II EQUIV. ) REINF SLAB W/ F� Q = PATIO PER ARCH W o II II THROUGHOUT � W W F. CONT EDGE � � ^ _ � II II L2YZx2Y2x /s TYP ��-- O h—I �" �\�i�\���� _ � 34 ' - 2 T . . - . �- - - - - - - - - - - - - - - - - - - - - - - .� � � '� ii����T���j - - - - T 0 ( E ) SLAB ° a a a- - — �- a a a a a � � 33 — 10 � , \��\\/� , T. O. DECK \f 4" CMU BELOW GRADE FOR � �� �� \\ �� \\ �� � � � � STONE VENEER SUPPORT �� �� �� �� �� �� � � � � � � � 32 ' - 11Y2 - - - - - - ��- - - - - - - �� - - - - - - - ��G - - - a T 0 ( E ) BEAM O H•-� O o • 3 EA. SIDE II II SIMPSON S/HJCT, TYP O � � , #5 ' s DWLS x �' " II II � . IN GROUTED � � 3/16 " � � II II Wgx18 CONT. BM � � � 00 CELLS � 24" 6 " B" x15/8" x18 GA ( 50 ksi ) II /� II f,.,� . o ( E) DROPPED JOISTS, MATCH SPACING STEEL BEAM DF ( E) BAR JOISTS II � 1 II � O � 1 ' - 4„ � i II � � ( E ) EXTERIOR WALL II II � � � � � � � o 5 SCALE : 3 /4" = 1 ' - 0 " � � S3 2 SCALE : 3 /4" = 1 ' - 0 " S3 A , � � A � � 7 '- 4" � � 4' - p " � 7 '- 4" � � 4, _ �„ EXISTING NEW � � 3 EXISTING NEW „ „ desi ned b ( N ) 5Y2" x1 /8" x22GA. KRM I I STEEL STUDS � 16 " O. C . � � ( N ) 5Y2 x 13/a x 22 GA . g y I I STEEL STUDS � 16 " O. C. drawn by MTN 4" x15/" x18 GA. JOISTS �3'2�� CONC. SLAB OvER 1 " x 26 I 4" x15/$" x18 GA. JOISTS 2Y2" CONC SLAB OVER 1 " x 26 I checked b TDH ON EA . 8 " JOIST GAUGE CORRUGATED STEEL � 0 � ON EA 8 " JOIST PAIR GAUGE CORRUGATED STEEL � O � y ( E) 12" BAR JOISTS ( BEYOND ) DECKING ( VULCRAFT 1 OC OR � � ( E) 12 " BAR JOISTS DECKING ( VULCRAFT 1 . 00 OR � � issued EQUIV ) REINF SLAB W/ I I EQUIV ) REINF. SLAB W/ 6x6 - W2. 1xW2. 1 W. W F � � CONT EDGE CONT EDGE 6x6 - W2 1xW2 1 W W F I I CONT. EDGE CONT. EDGE THROUGHOUT THROUGHOUT � � PERMIT 12 /17 /09 I I L2Y2x2Y2x3/s L2Yzx2Y2x3/s I I L2Y2x2Y2X3/s L2Yzx2Y2x3/s � 34' - 2 �, 34 ' - 2 REVISED 2 /11 /10 T 0 ( E ) SLAB �° ° � ° a ° a T 0 ( E ) SLAB �° ° ` ° a ° a _ _ 33� - 10 REVISED 3 31 /10 33 ' - 10 _ _ ° T 0 DECK ° • • _ _ - - ° T. 0 DECK . - . � 32 ' - 11Y2 � T 0 ( E) BEAM � 32 ' - 11Y2 ° ' _ T 0 ( E ) BEAM e I I SIMPSON S/HJCT, TYP . (2 ) - 3/4" � THRU - BOLTS, STL. BM PER PLAN 1 RETURN , TYP . W8x18 CONT BM 3 " EA SIDE I I ( 1 ) EA SIDE OF WEB „ 3/16 3 16 �r JL4x4xY4x0 ' - 5Y2 W/ � �� � � W8x18 CONT. BM CAP �• ( 4) - 3/4° � THRU - BOLTS . ( E) DROPPED HSS COL. PER PLAN y2" xBM WIDTHx1 ' - O W/ ( E) DROPPED ( 2) - 8" x1 %s' x18 GA ( 50 � O � 4" x15/8" x18 GA STIFFENER � sheet - STEEL BEAM ( 4) - 3/4" � THRU - BOLTS STEEL BEAM ksi) JOISTS, MATCH I � � EA END AND AT MID - SPAN I SPACING OF ( E) BAR � � y JOISTS I I I I ( N ) 5Y" x 13/8" x 22 GA STEEL STUDS � 16 " 0 C. 4 SCALE : 3 /4" = 1 ' - 0 " � SCALE : 3 /4" = 1 ' - 0 " S3 S3 � _ JOB # 0912 - 10