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P.O . BOX 1825 600 Y/� IL V�4LLEY DRIVE PO BOX 4018
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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
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,) 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 � �'"
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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
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� 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
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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
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� 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
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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 �
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� 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
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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 �
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*��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
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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
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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
.
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FEAK � LAND CQNSULTANTS, INC.
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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
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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
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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 .
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� EXTEND �XISTING ROOF FOR f�DDITION- �
I — - - - I I NEW ROOFING TO BE nORTHWOODS � TOWN OF �/AIL �
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THIRD E�/EL i i . THIRD LEYEL � � � �
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XI TI1 G W O ID N n/
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SEGON LEVEL � ' SEGOND LEVEL I
EL : 34 '-2 " � i EL : 34'-2" — - - — - -
� � � � INFILL EXISTING GENERAL GOMMON SPAGE
� NEW STUGGO I
N�W ,4DI� ITION ,
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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
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DESIGN CRITERIA ESPEJO REMODEL ( NORTHWOODS A - 9 ) JOB �0912- 10
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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 •����
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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
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a . Provide periodic inspection of all welding per IBC Section 1704 3. 1 . � � Q N
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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 � � �
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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
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AND ( 1 ) KING STUD EA END
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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
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� � STUDS � 16 " 0 C , HEADER
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, I I BOX HEADER W/ TRIMMER AND
• I I KING STUD EA END
3 SCALE : 3 /4" = 1 ' - 0 "
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. o ( E) DROPPED JOISTS, MATCH SPACING
STEEL BEAM DF ( E) BAR JOISTS II � 1 II � O �
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5 SCALE : 3 /4" = 1 ' - 0 " � �
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2 SCALE : 3 /4" = 1 ' - 0 "
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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 ° • •
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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
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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