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VAIL INTERMOUNTAIN BLOCK 2 LOT 8.pdf
- - - - - _ _- _ - - , , _ V ! r / � � � , ~ 1 ' � W ll� _ � _ �5 - -�, SYMBOL ITEM 51ZE QUANTITY `� o G � LORADO 5f RUCE 6 ' 6 ( Picea f ungen5 ) 8 ' - 10 ' 1 � � 0 AS (' EN 3 " caliper 4 } m \ / ( i' opulu5 Tre, muloide5 ) 2 " caliper 32 Z W O Y LOT 6 i ` " W � _ � � - - l") � POTENYILLA ( CINQUEFOIL ) 5 gallon 4 � I � ( f otentiila Frutico5a } � PF+oNe PEb� -- \ � � -� �' t) � L LOT 9 0 ; � \ �� CHINESE 5 �' READING JUNIf EK 5 gallon 10 � ZQ Co2 �. /,% � �`, � � ( Juniperu5 procumben5l � � � \ � � � � � � o � � � A -r \ �, � t� O �, ; O� - - w tA � A •_ ,_ - �` � � 15 i � � riu 5 � -rp, � �� L � � 4 � �.� � � � � `�' MIXED WILD FLOWERS - Will be VarieS N � � 9� � A �� \ � � located at berm , around fron entry & � w � � � .' � f \ � �� None along driveway ='"; \ SNUW STORAGE � R• � � `, ' ARE,A CTYP � - - p, �--.._.� -� / � �'`� ' `y � . _ �� ,� A ° - ' �` � \ \'� � � ° - � � / ` \ � A - Lot will be - - .� r� P �, - , � _�\ , NATIVE GK 55E5 �AVED 7'U � NARc� Nt7 � ,�,� � „� ,.i _ ��/`�' � \ \ % � A ` ,b re5eeded with mi�cture of native �° (� / � . � ��1P' �.."! \ � ,�-. � p, � N �, n r� � � \ . \� ` gra5585 tha� GIO n0� t'BO�UIrE �� artificial irrigation or mowing . - , \ 15 ' StrJE SETpAGK - \ , � � �, ,_ _ _� _ . ` A y � _ _ _ � , � LINE o � BL �6. � � f _� j� � PiEI.oW - - � � � \ \ � - ' '� �� � 8 � - ' � % -, \ ` LOT 7 ' ' . , ' �• � � \ \ • . \ -� ' ' ` • / ��o � \ __ �.�--_ • . 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I ')'17 inc.lin5, approotd pour ndw Luinr J..iLln eu qrr � 1�� Ihc G�Ilowm� cnnJiu��iu� � t�. N� I tihill i ul ihcli evcrl'iorro linnt Ilic vuu!h wc�l pailwn ul Ihc sile tu Iht nuilh c;ul � � � p� �ru� rnullhr �ilel� � hrlpacreenlhr �uu�turefii �m ;i.11ai:ntprup:iurs (�ec l6 U V �� ull;�rlicdl O �F- O � S C''J� APPROVED BY THE , � � ��,,,,,,,�� ,�,,,,�� ,,. ,� ,,, ,.��,:�„�. .�,��:,".,,� ,�, ��,;��,,,, � . .� . � nhn. yuu inJicalyd :d Ihc I )Itit nirrlin�; Ih:d IL; iu��A liirinp. wn� Iu L: �dine m Ihc nc�. Jupk � m � � u O � • � TOWN OF VAIL l 'ascidr un Wr�llervrn I hi� r (a F u., Ihe \1'dli� �n Jiqdr� l. 1'Irau pun�iJc mc �i e� �py uYu V � � � p6� d� qtruph u( Ihi� we6 sidm�; I��r Ihr I�d.'. V O {A � DESIGN REVIEVU BOARD I hn IN< It :�ppiu� ul is valid liu unr Vrai Yuu w:ry uuw ap��ly liq n Imildm4 �KUnil Yuw plau� � � � S I, n :i IwilJm�; primil mu 1 �uldii �� � n. bu�. lu n �I �iF�.un: :mJ �ile lincuqf I �.i uleel I :uiv I -u ler. V u � �Q � "' l� I'uLlii Wn1�As1. Yuu 'ui nl.niupw I I , dd�u i n � uLlic w �Y pninil :wd 'i i ' � urnblr ii� Itl -ul� w:n� L L � � �Y. pcunil L i woik uud i on uancnle m Ih p�,�hl iir.hl ul m�ir � V V � �` V � O � � � � � PLANNER: �� s � � _ m � � � S � N > � W � � � a � � S � Q � � v ��f � � " v o v� � o £ A � o � 'Q � _ +��+ ,.�s � u�i 0 S � 1 � o u � � E & LAN DSCApE 1' LAN = � � � � � _ � v � LARSON RE5IDENCE ° � " � � � � � L �T 8 , BLOCK 2 � � � o � - � VAIL INTERMOUNTAIN DEYELOPMENT SU � QIVI � IC;! N � � � � " � o a � TOWNOFVAIL � ° u > ; EAGLE COUNn, C4LO � ADO III,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � II 3 � � � � � - rt H I S R E - 0 1 'I 6 * - . _ --- -� - __ _ __ _ _ _ _ _ _ ___ _ _ __ __ _ ___ ___ __ __ _ _ _ __ _ ,. _ �-- . w � . _ � r � , . `� 4 �. w � < a � m � , z ° � � � °L x Q U . � \ • � �.1.� � . � � � � � 4 1 `� � V7 � .� t.,. � � N � � . il! 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FDOTAGE 600 sc�. ft. 898 . 25 ec�. ft. [��� �t. , 0 \ � �s � : � �� ;� � iG�� � � � � 2G \ J — � � EHU GRFA N/A N/�'�. t� � �b�' � � ` � + � � 7o G,S ,O. 5 f'LAN T I NG � ��- � 7x 1-� k i 84 �. -�� 1, ��rzE,•, L �T 8 � \ � � � LOWER LEVEL GRFA 685 . 93 $ c�. ft. , 70. 71 � 9 �� 1 .0 SQ . � � i _ ^ -�i ; ,/ \ � � / � _ i \ MID LEVEL GRFA - 717.23 � . ft. '72 G9 \ � � GA �AGE EL . ` � � 252� f�E } �. � � a ' / � 26$3`i�ARK UR LANE i � � O ' � RvMT G5r � �1 ; '` � � I . o --- i � A A � UPPER LEVEL GR � A 14�9 . � 1 sc�. ft. S ET �AG K — , � � � � � o � \ - \ y��� �' A ,A \ ` � �� �ti� � , \ `'' (04 TOTAL 2877 .75 ec�. ft. 28E3 .�? sc�. ft. 1 i PAV ED t� � � �/� vJA`f — q � �' ` � - � , // \ � � / c q � ` � � ��/ Gj / . � p` ' _ � \ ,-.�'.,� � � 74 � � ._ \ \ \ � -� \ / � r '9 \ � aA � , � � � ` �, , � � � \ . ' z / � \ ��� � � �ts �v? � � � ' \� � `� � \ I �,' \ . : � / � � � \ ., �� � _ (� . .. . - - _ .�. 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The issuance of a C � � , � , �. � �+52 oA , �\ / 72 permit bas�d upcn plans, specifications and other data shall � _ �D � . � � ' ( PLAT ) � � �`'' � � �h ,`' � \ \ � not prevent the building official from thereafter requiring ihe � � � :�78,pp � � correction ot err�rs in said plans , specif+cations and oiS�e� L = 61 . 92 ( CALC ) � � � J ___` � .,.����'� �= data» T - 35 . 02 ' PLAT SEWER MANHOI. E (E) 78 � - � � �' � � ��.� NT (E) `'� � - , _ � �? � � � J � i g� DATE: � — � T = 35 . 49 ' ( CALC ) � � \ � �. _ - � , � 74 �� W _ 5g • � . LC = 58 . 14' � � ��� wA-rE �e vA �.v�(�' � , ' � � 6' ��` sEwE �: MANHOl, E. (E� ' . 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' .l . . - i- Y _ {. � "'�"_ . 1 N Sv � . - --� ' : � +- - � � o , �( . � � i ? � , fi � �•' � �► - t -- _ - �\�. -- - - � , . . . , :.- . _ . . . - - _ . . _ . . . . - -- - -- . .. . . - -- - -- . - _}�---- � � - - � -- - - - - ---- - -- - - , • ` � � 7 S - -- ' � :- :- • ? j- --___ +-- _ ,-�. � _ -• j. � -. ;---�- p +�i � tlf . , -- : ; . ; : : - I - . . ; - • � - :. _ • -- - • . _ _ . . , - . _ ---� ---} - .- --- -- . _ _ _ � _ - =--- — -_.. -_-_ _-�_ �--�--- - - - -- - - ` _ � � � ; , i � ♦ .� � � � s= � � � s � --r � __�,...__ ? ' __i__ � ' a, ai � _ � e�tion � D � - '' - __ = _ ' _ �-- � � � ' � � �' � � . a � u ` ' _i-- --�. � ±_ - -� --;---r--1- i - � � � .', ��4' � � - 0 I ` � � 5ection C � ' � � - _ - -� ` • -. - - -.. _ -. i - -.... _ , � _ . � _ _._ i � � � 14° = 1 � _ ,• . o t--- - , o , / 0 ' ,� � w � �' � o� o . � � a n � ° +s' u � t' iD v ' «� �° � a � � � v o � � � � / �OV�i'1 0� v� � �u o $ � � p � �� C a � Q � � � ... � . � � � � � ' � � � � ; � � � � � � , ; ' IREMEIVTS: . : : _ _ �:..,r ��-��� ,.. „ f'�1ERA! REQU _ �"_f,,;.�.. , " > - . _ ., a--- , ; � . : �tE1NfORGNG STEEL: , ;; � . . . a. Siructvr8f ereetian and _ bracing: The structuraf drawings i8ustra[e the . _ , . : . � , ��� G€NERAL NOT • LARSON RE�lQEiVEE JOB # 9�07-19 { iliri fahrieation and phdcement of reinforeing steet shaN be in accordance completed StrttCture wi��i aq etemeAti in tfie:r final �7pS+t�ons, p�ope�lY "- . _ � a. De a 9, . with xhe A 1 1 of ncrete Practi . supparted and braced, T'!�e tontraetor, in ihe proper sequerics. sha8 �raviQe _ b. Exeept wMere otherwise noted on the drawings, reinforcing tiars shall Conform Sfipr�� � {rr�ing as may be requirgd d�uing bonstruction tQ aehieve the fnlal �UNDATION DESIGN: to ASTM $peaificat�on A675-79 and shatt ba minimum grade 60 except ties; completed sul�ctu[e. Gontaci 4tructurtat engi�eer for cqnsu��tion {rK+t +n field 6ent bars where permitted by note on plan, or bars to be welded, which cor�traCt) as required. ` � �'� a. Design of individual and continuous fuotings is based on a maximWm allowahle shaq be grade 40. b. . Dimensions: Gheck , aN slimensions against architectural draw'�►gs prior t� �`` � , bearing pressure of 2500 psf Idead toad plus full live toad) • tons#ruction: Do not sca)e drawings. _� b. Footings shall be piaced on the natural und'+sturbed Soil, or Compacted c. Construction practices: General contracior is res�onsible for means, me[hods, ' strucfura! fill, below frost dept#�. Contact soi{s eagineer fvr detaits. techniques, &equences and pcocedure9 for consUVCtion o# this projeCt. Idoti(y - � c. Refer to reFort , by Koechtein �eotechnical for construction requirements �, Ai splices in concrete, lap bars 36 diameters . Do not weld or use mechanical suuctural snginesr o# omissions or conflicts between the wc5rkit�g drawings , regarding soils. splieing devices unless specifically approved by engineer. and existing Co�itions, Coordiilate rQquir�rCients for d. Prrn�ide cor�tinuous foundation drains around the perimeter of atl basement - d , At comers, make horizontal bars continuous or provide corner bars. Around mechanicat/etectricatlplurr�ing peneVations thro�gh structwal e ts with walfs and at the base of retaining walts . Contaet soi(s engineer for detaifs . o enin s and steps in concrete, provide 121- A'5's extending 2'-0" beyond edge structural engineer. Jobs+te safety is the sole responsibitity of ths c�ntraeto�. * e. Soi1 conditiona and types shaN be verified by a representative of the so,ls p 9 All methods used for construction shatl be in acCCtrdance with the _latest edit�on of opening or step. engineer during exeavatiort. Report any discrepancies from o{�ginal findings to e, Extend reinforcirg steel a minimw'n of 24" through cold joints . Unless of t(ie UBC: structural engineer for re-evaluation of foundation design. s ecific8tly IoFated on plan or details, coordinate cold joint locations with d, ft is the responsibiliry of the contrastar fo cpntact the suuetural enginee� �t the , - p engineer. appropriate time to pBrtorm Site obsecvation vis+ts . Observation visiYS fo the REify,.FURCE� COhiCRETE: f, Welded wire fabric shaU conform to ASTM Specification A-185 . Lap welded jobsife by ihe engineet artl for deferminatio� of gen�val co�nform,atii.6 wi� the � � wire fabric a minimum of one full mesh plus two +nches. laps shall be wired cpnstructio� documents and shat! not be aonstrued 8s inspeciion. a, �oncrefe design �s based on the Building Code Requirements for Reinforced e: 1'Yiough every effort is made to provide a complete anA cleer set ot - together. ' - Concreie" (ACI 318-951. construction documents, discrepaneies or omissions may occur. Release of b. Structure! concrete Shall have a minimum 28-day cpmpressive strength of these drawings anticipates cooperation and continued communieation betv�re�n E a � 3000 psi. x corttractor, architect and engineer to provide the best possihle stfucture. . a Cor�rete shaN be proportioned using Type I cement. Adm+xtures containing These drawings h�ve been prepared for the use of a qualified conttaefor ' chb�ide salts shaq nQt be used . experienced in t#�e constructwn techniques and systems depicted . . , . - d. Cold weafher . concreting procedures shaN be provided as recommended in the + . �: - ACI Manual o# C�rete Practice . ��: - � e. Anchor bolts for beam and column bearing plates stiaR be placed with setting ' temptates. . f. F�cpansiort bp{ts shall_ he tocated at a minimum pfi 6 bott diarraters from '_ - concrete edge and, spaced . at 10 bolt diameters unless noted otherwise . Z, S _� : g. AN expo�eil ed�es arni corners shatl be chamfiered 3/4": l� 5 � Sz. h. Co�crete eoverage for reinforcing st�et {ACI 31 $-951 : SZ Concreie cast against and permanen[1y exposed to earth 3" � �� , �f EOncrete exposed fo earth or weaYher: _ i \ + I �j�--�-� -- - . , �.� _ ,_ ± : . �.�� .. #5 bar arld smaller ` 1 -1 /2" ' i L,' � ; ,� � `_i`., ( l{�rl r� . " ; _ A6 through 1� 18 bar , 2" � ��_�__. _ � -�` �._. -- __� _.��{`� �_ --- --- _ ---__ _ +._ ;. .. _ . - __ - -- ._ . .__. ___ ..�____.._ � _ .__- -- ---_ _ ___ .. . , ._ __ . . __° _ _ f -�� G� �.�;� v.�. �r:..�. vrk- � tg ; . , � _ . Concrete nat exposed to weather or in contaci w�th ground: �- �! ! � � � , r ` ;�. "" �: � _ �;- ' ,4�ETig �a-�.� �j � '� �r� A= �v� ; �, � ' � -� � �- � �- � � ` .� fj:�,s\/�,�(�( C3h.{' � V `(`�; , ; t. ,, Slabs, waHs, joists (l� 11 bar and smal(sr) 3/4" ;� " . 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C� P ____.__. _ _ _ � I E , ¢ 7 SCALE : 1 2 " = 1 ' - O '� 4 SCALE : 3 " 4 ° = 1 ' - 0 �� 1 SCALE : 3 �4 " - 1 ' - 0 " oF a Q S2 S2 :� 2 • � , �a • ' � , , . . - . _ _ � � Hougland & Associates 5616 County Road 100 Carbondale , Colorado 81623 ( 970 } 963 - 2312 Plan analysis based on the 1991 Uniform Building Code Project Nurnber : Vai109 . 97 Date : September 14 , 2997 Project Name : Eric Larson residence Address : 2865 Larkspur Lane Contractor : Owner Occupancy : R3 , M1 Designer : Diamond Homes Construction : V-N Engineer : K . McGhee 23199 Report By : Art Hougland NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1991 edition ) with permission of the International Conference of Building Officials . # SHEET IDENTIFICATION CORRECTION REQUIRED _____________________---- 1 Sh 4 Not indicated on plan : Provide an attic access ( 22X30 min } to each attic area . - - Sec . 3205 . ( a ) , 2 Sh 3 & 5 Not indicated on plan : Glazing in a hazardous location is required to be glazed with safety � material . -- Sec . 5406 . Bedroom # 2 on both • sides of door to bathroom . i Page # 2 Required corrections for : Project Id : Eric Larson residence Address : 2865 Larkspur Lane # SHEET IDENTIFICATI �N CORRECTION REQUIRED -- - ---- - --- 3 Sh 3 & 5 Not indicated on plan : Glazing in a hazardous location is required to be glazed with safety material . - - Sec . 5406 . Lights adjacent to entry door . 4 Sh 3 & 6 Not indicated on plan : Glazing in a hazardous location is required to be glazed with safety material . -- Sec . 5406 . Window in family room adjacent to door to powder room # 2 . 5 Sh 2 & 3 Escape or rescue windows : This area requires an exterior opening for emergency escape or rescue with clear area / dimensions specified . -- Sec . 1204 . Please verify that all windows required for emergency escape or rescue is equipped with hardware that provides for the required net clear opening . 6 Sh 4 Not indicated on p1an : A smoke detector is required in the access area to all rooms used for sleeping purposes . -- Sec . 1210 . { a ) 4 . No detector is indicated outside of the master bedroom and over stair on upper floor level . 7 Sh 2 , 3 & 4 Interconnection not ind . : A smoke detector is required . on all levels wired to an alarm in the bedroom area ( s ) . - - Sec . 1210 . ( a ) 4 . ' 8 Sh 2 Not indicated on plan : A smoke detector is required in the basement wired to an alarm in the bedroom area ( s ) . -- Sec . 1210 . ( a ) 4 . � Page # 3 Required corrections for : Project Id : Eric Larson residence Address : 2865 Larkspur Lane # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------- -- 9 Sh 3 & 4 No information provided : This factory-built fireplace must be an approved unit . Include the manufacture ' s name , model number , and approval information . - - Sec . 3705 . ( a ) 10 Sh 3 Not indicated on plan : The door between the garage and the dwelling is required to be a 1 3 / g inch thick solid core or 20 minute self closing doar . - - Sec . 503 . ( d ) exc . # 3 11 Sh 7 Not indicated on plan : The maximum rise of a step is 8 inches and the minimum run is 9 inches . - - Sec . 3306 . ( c ) exc � 1 12 Sh 7 & S2 Perimiter insulation : Plan does not indicate the R value of basement walls _ 1� 0 --------N O T I C E-------- A COPY OF THIS PLAN ANALYSIS IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS . THIS ANALYSIS AND CORRECTION REPORT IS PROVIDED ALONG WITH OR IN PLACE OF REDLINING THE APPROVED PLAN . IT IS THE RESPONSIBILITY OF THE OWNER AND/OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN ANALYSIS AND CORRECTION REPORT AND TO VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY THE TOWN OF VAIL. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS , SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR , OR AN APPROVAL OF , ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE , ORDINANCE OR RESOLUTION OF THE TOWN OF VAIL. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS � F CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF THE TOWN OF VAIL SHALL NOT BE VALID . THE ISSUANCE OF A PERMIT BASED UPON PLANS , SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS , SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS FROM BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CObES, ORDINANCES OR RESOLUTIONS OF THE TOWN OF VAIL. (Authority under the 1991 Uniform Building Code, Section 303 (c) titled VALIDITY OF PERMIT. ) THE ANALYSIS OF THE SUBMITTED PLANS AND SPECIFICATION AND ' INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTEAN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY THE • PLANS EXAMINER OR THE TOWN OF VAIL FOR ERRORS OMISSIONS OR DISCREPANCIES . THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRt1CTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO BE CONSTRUCTIVE AND IN SUPPORT OF THE OWNER'S INTEREST. �aaNO.B1 - HOVGLAND � ASSOCIATES Consulting in Building and Fire Codes � riougland & E:ssociates 5616 County Road 100 �arbondaie , Coiorado 8in"� 3 { 970 ) 963 -2312 Piaii ariaiysis �ased oii � � � the 1991 Uniform Building Code rr� je� � ivumber : Vaii � y . y7 DaLe : Sepi. emr�er i4 , i9y7 Project Name : Eric Larson residence :vddress : � ub5 Larxspur Lane Contractor : Owner vccupaiicy : ic3 , i�ii Iiesigtier : Diamoitu Homes � Construction : V-N Engineer : K . McGhee 23199 Report by : Art riougiand 1'`1V1� : 111E-' C;UClE-' l �L -L'f[tS 115L. E-'Cl lf1 LfilS� iL-`jJUI" l.' c1I�E3 I1Ul. lI1 �lE,'fl(lf�-'(1 �� U UE.' �cl complete listing of all passible code requirements in the 1991 UBC . IL is a guide co seiected secLions oz L 'ne code . Repori creaLeci usiiiy riaii Aiiaiysi soiLware by b w & a . ( 7ihj 599 - 5622 Portions of the material contained in this program are reproduced from L 'ne uniform Buiiding Code witn Lne permission os Lne International Conference of Building Officials . RN��ys.s Yage # 2 Code review for : Froject Id . : Eric Larson residence Address : 2865 Larkspur Lane SEPARATIdN ll1KC:C: �1� 1V1V t5VUN1JH�K1' HKET-1 11Vl:K�HJ� C�1K� YftVl�l; l' 1O1V NORTH Property line 15 . 0 Feet 15 . 0 Feet C.F1J1 YiU[JeI� 1. �/ 11f1E.' 14 . V CE,'E.-' � 14 . 0 Ceel. SOUTH Property line 40 . 0 Feet 40 . 0 Feet WC:JT YU'IJ11C way 7u . v r-eet 5 .s . 0 r�eet C.�1C.K1VIl Wf-1LL C'lt'ZC� tC!-H11 '1Vl:rJ !-',1VL VYY.1V11V17 YtCl�1C.1. 11V1V Table l � -A & Table 5-A ivvRlii EASi � vuTi-i "vvr,ST OCC BRG NON- BRG OPNG BRG NON- BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG UVALL WHLL YtCVl 1NHLJ., WA1,L Yi{V�1 WALL WHLL YtCV�l� WALL WHLL YRO1 R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None I�ii unr unr ivone unr Gnr None Ohr uhr None uhr uhr Ivone Tne exterior waiis may be of C�NiBuSTIBLE materiai . Sec . 22ui . None - - No Tire protection requirements ror openings . Prot - - Openings are to be protected with 3 / 4 hr fire assemblies . 50 $ of the area of tne waii maximum _ Sec . 504 . ( oj & Sec . 22u3 . & Tabie 5-%� Maximum single window size is 84 sq . ft with no dimension greater tnan lz teet . -- Sec . 43Gb . ( nj NOP - - Openings are not permitted in this wall . - - - Tnese waiis may be required to nave a parapet waii 3u incnes above the roofing . The parapet wall is required to have the same tire rating as tne wali . 5ee section i71u . Tor details and exceptions . rage # S Code review for : erojecc Id . : �ric Larson residence Address : 2865 Larkspur Lane CL 1VHC1C. t1tCC�H iVl'11V . 'Lll�tll V11V . VC�1V1 rVV . C.lil1J C�I�tCC.JJ _'_______'____________"____'____ _ _ _- -_'_ _ _ __ ____ _ _ '_ ' _ _ _ _ - _ _ _ _ " _ _ ' _ _ _ _ 2 Livingillining room 4d6 48 . b 24 . 3 i ivo 2 Kitchen 255 25 . 5 12 . 75 1 No G YOWCIF.'L" r�00II1 G G 1 . U 1 . J 1 1Q0 2 Master bedroom 388 38 . 8 19 . 4 1 Yes "L Uaster ba 'tn i1 % . G 5 . u5 i IVo 2 Halls , closets , etc . 288 . Q . 0 1 No 1V1t1L FVk( CLVVt( 1JJJ 1 1 Garage 579 . 0 . 0 1 No i Laundry room :'s .s . u i . & 5 i ivo 1 Family room 240 24 . 0 12 . 0 1 No i Powuer room 27 . 0 i . 5 i No 1 Bedroom # 2 155 15 . 5 7 . 75 1 Yes i Ba 'th room � 2 .sy . G i . y5 1 ivo 1 Halls , closets , etc . 302 . 0 . 0 1 No 1 V 1NL C�i2 FL00.� 137 "rJ 1 B Bedroom # 3 181 18 . 1 9 . 05 1 Yes B Ba 'tn room # 3 64 . 0 3 . 2 1 No B Bedroom # 4 143 14 . 3 7 . 15 1 Yes ti tiath room # 4 4ti . 0 L . 4 i No B Halls , closets , etc . 334 . 0 . D 1 No TGTFv� rvR rI,00R 77u i Yes BUILDING TOTAI, 2930 1 rage # 4 Code review for : Project Id . : Eric Larson residence Address : 2865 Larkspur Lane r OOTIQOTES : 1 ) EGRESS - An operable window or door that opens directly to the exterior is required from 'tnis room . Tne minimum ciear openabie area must meet the following . - - Sec . 1204 . i ) The minimum clear heighi, is 24 inches 2 ) The minimum clear width is 20 inches 3 ) Tne minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches 2j TYie iiumber oi exi '� 5 is based �ii Table 33 -A ( Dwellitiys ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventiiation . - - Sec . 1205 . � cj 4 ) The requirement for an egress window in the basement is based on Sec . 1204 . ROOM uIMENSIO�S : Habitable space sha11 have a ceiling height of not less than 7 feet 6 iiic;he5 . KiLc:nens , haiis , baLhro�nts anci LoiieL c;ompari.metii. s may liave a ceiling height of 7 feet measured to the lowest projection . If the ceiling is sioping , 'then tne minimum neign 't is required in oniy i / 2 of the area . - - Sec . 1207 . ( a ) Every dwelliiiy Uflll 5tiaii tiave aL ieaSL �tie r��m wiiic:li lias ti� l. ie55 Liiati i20 square feet of floor area . Other habitable rooms except kitchens shall have an area of not iess tnan "70 square feet . -- Sec . 1207 . ( b ) Habitable rooms other than a kitchen shall not be less than 7 feet in any QlI[l@I1SlOI1 . - - S@C . 1G0l . � Cf Page # 5 Code review for : Project Id . : Eric Larson residence Address : 2865 Larkspur Lane STAIR REQliIREMEtiTS : A stairway in a dwelling must be at least 36 inches wide . -- Sec . 3306 . ( b ) Tne maximum rise of a step is � incnes and L 'ne minimum run is 9 incnes . - - Sec . 33D6 . ( c } exc . # 1 Proviue a hatidraii vii viie side a sLairway 34 Lci 3n iticiies above � tie tiosiiiy ii there is 4 or more risers . -- Sec . 3306 . ( i ) Frovide a guard raii wnere drop ofr is greaLer 'tnan 3G inches . Uinimum heignt = 36 inches , maximum opening size = 4 inches . - - Sec . 1712 . ( a ) exc . # 1 Tiie trticiimutn neadrovm is 6 1L . - a" iiicties . - - aec . 33u6 . ( oj Enclosed usable space under the stairs is required to be protected as required for inr fire- resistive construc 'tion . -- � ec . 3306 . ( ij Page # b Code review for : Project Id . : Eric Larson residence Address : 2865 Larkspur Lane GLAZING REQUIREMENTS : All glazing in hazardous locations is required to be of safety glazing material . - - Sec . 5406 . ( d ) 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed arid sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors _ 5 ) Glazing in doors atid enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazirig in an individual fixed or operable pariel , other than tYiose locations described in items 5 and 6 above , than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the floor . C . Exposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in- fill panels . Page # 7 Code review for : Project Id . : Eric Larson residence Address : 2865 Larkspur Lane SMOKE DETECTOR REQUIREMENTS : A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . -- Sec . 1210 . ( a ) 4 . A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 1210 . ( a ) 4 . A smoke detector is required in the basement . - - Sec . 1210 . ( a ) 4 . A smoke detector is required on all stories . - - Sec . 1210 . ( a } 4 . If the upper level contains sleeping room ( s ) , a smoke detector is required in the ceiling of the upper level close to the stairway . - - Sec . 1210 . ( a ) 4 Smoke detectors are required to be wired to the building ' s power source and shall be equipped with a battery backup . - - Sec . 1210 . ( a ) 3 . Detectors sha11 sound an alarm audible in all sleeping area of the dwelling in which they are located . -- Sec . 1210 . ( a ) 4 . FIREPLACE REQUIREMENTS : FACTORY BUILT FIREPLACE : 1 ) Unit must be an approved unit . - - Sec . 3705 _ { a ) 2 ) Clearances and hearth size must be per manufactures approval . - - Sec . 3705 . ( a ) & ( b ) 3 ) Chimney height must be per manufacturer ' s approval and Table 37 � B OCCUPANCY SEPARATION : Between the garage and the residence , materials approved for lhr fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self- closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 5- B & Sec . 503 . ( d } exc . # 3 Page # 8 Code review for : Project Id . : Eric Larson residence Address : 2865 Larkspur Lane SHAFT ENCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self- closing solid wood door 1 3 / B inches thick or equivalent _ -- Sec . 1706 . ( f ) 2 } Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts . - - Sec . 1706 . ( c ) 3 ) Shafts for gas �ents , factory-built chimneys , piping , or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts . - - Sec . 1706 . ( c ) 4 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 1706 . ( a � ATTIC REQUIREMENTS : 1 ) Provide an access to all attic areas with a clear height of 30 inches or more . The minimum size is 22 inches by 30 inches . There must be 30 inches or more clear height above the access . - - Sec . 3205 . ( a ) 2 ) Provide ventilation in all attic areas . The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area . The vent area may be 1 / 300 if at least 50 � of the required ventilating area is provided by ventilators located in the upper portion of the attic . The upper ventilators must be at least 3 feet above the eave or cornice vents . -- Sec . 3205 . ( c ) Exc : 1 The vent area may be 1 / 300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation . - - Sec . 3205 . ( c ) Exc : 2 For a 844 . 0 sq . ft . attic area : Ratio Minimum sq . ft . of vent 1 / 150 5 . 63 1 / 300 2 . 81 KRMCONSULTANTS , ING . structural engineering and design �/ 2s�q 7 Chief Building Official Town of Vail Building Department 75 South Frontage Road Vail, Colorado 81657 Re: Larson Residence, Lot 8, Block 2, Vail Intermountain Subdivision Job # 9707- 19 I have reviewed the drawings for the Larson Residence produced by Diamond Homes, Inc.on 5/29/97, and found them stucturally sound with the following exception. 1- The beams supporting the upper level floor framing and walls above the mid level deck are noted on sheet 3 as being 8x10 DF #2. These two beams should be 6-3/4" x 10- 1/2" G.L. 's fabricated using Douglas Fir combination 24F-V4. Sincerely, KRM Consultants, Inc. Structural Engineering and Design � i�� 7ohn Partch Project Engineer \\\��`�ti���uumuuri������ \��o �y,00 Rfg/S �ir � �,� ••....., T�, G` .�c��: tc`b�Y W. ,y� 9 � = :g0 °CtFOi � :Y m: - Reviewed by, _ ; �lgy "'� _ : , _ = -° : '�r� � v . ��. � � � �r ��"'�-,�-'� '�/%S�i��jilDllVE�G\?�\ Kimberly R. McGhee, P.E. P . O . Box 4572 • Vail , CO 8 'I 658 • [303) 949-939 'I • FAX 949-'I 577 � . . . . . Mr. Eric Larson .luly 29, 1997 Page 3 2. Fill placed beneath slab-on-grade floors should be moisture conditioned to within ±2 percent of the optimum moisture content and compacted to 95 percent of the Standard Proctor Ma�cimum Dry Density (ASTM D-698). 3 . Frequent controljoints should be provided in all slabs to ceduce problems associated with shrinkage. 4. Any construction area should be stripped of all vegetation, existing fill and topsoil, scarified, and compacted. Fill may be required to establish fhe grade for slab-on-grade floors after removing the topsoil, or in excavatrons beneath slab-on-grade areas. Fill should be placed and compacted as recommended above. Placement and compaction of fill beneath slabs should be observed and tested by a representative of oar office. We appreciate the opportunity to provide this service. If we can be of fuMlier service, please contact us. Sincerely, KOECHLEIN CONSULTING ENGINEERS �� � Scott B. Myers Engineer Reviewed by: ```\\\\`����an;uu�,un;,��� '��o ��pb 4iEG/� �.,,, : 4 ° H• k�F ''� �"�`�'"�" '� `" _ D�-� � � ✓�� '''''`' m - _ =_ -o , 159t;2 �: x_ :9�,��?- Z9- 9Y ��`�"� ,,,�� �.��,�,; �°"'��%;,;,����,�;�;,;,,���°� ° William H. Koechlein, P.E., President SBM/jt (2 copies sent) cc: Don Pressley cc: KRM ( ^ v ����� A • � � V � � l/ Koechlein Consulting Engineers Consulting Geotechnical Engineers , 12364 W. Alameda Pkwy • Suite 135 • Lakewood, CO 80228 MAIN OFFICE AVON SILVERTHORNE (303) 989-1223 (970) 949-6009 (970) 468-6933 (303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX July 29, 1997 Mr. Eric Larson 2692 Kinnickinnick Road Vail, CO 81657 , .;; Subject: Foundation and Floor Slab Recommendations 7 � � Proposed Larson Residence �� � 1��� ' Lot 8, Block 2 ` _ Vail Intermountain Subdivision Vail, Colorado Job Na. 97-017 As requested we reviewed a geotechnical report prepared for the subject lot and the previous work that we performed on the adjacent Lot 6. The purpose of this letter is to provide our foundation and floor slab recommendations for the subject project. We believe that a two story residence with a walk-out basement and attached garage will be constructed. The proposed residence will be of wood, metal and cast-in-place concrete construction. We anticipate foundation loads to be those associated with residential construction. A soils and foundation investigation, dated November 26, 1996, was performed for the su6ject project by LKP Engineering, Inc. Two test pits and one exploratory boring were excavated at this site for the aforementioned soils and foundation investigation report. The subsurface conditions described in the test pits and boring, consisted of 9A to 11 .0 feet of fill underlain by layers of sofr sand and firm gravel with occasional boulders to a depth of 41 feet. The subsurface conditions encountered in our inspection of the excavation for Lot 6 consisted of non-expansive, silty, sandy gravel with cobbles and occasional organic layers. Our following foundation and floor slab recommendations are based on the subsurface conditions as described in the aforementioned report, the proposed site plan, and our experience with similar subsurface conditions in the area. We believe that the existing fill is not suitable for the support of a foundation system. However, we believe that the natural clayey, sandy gravel with cobbles will safely support a spread footing foundation system for the proposed residence at this site. The spread footing foundation system should be designed and constructed to meet the following criteria: 1 . The footings should be placed on the natural sandy gravel or compacted fill bearing on the sandy gravel. � . . , Mr. Eric Larson 7uly 29, 1997 Page 2 2. Organic soil layers may be encountered in the footing excavation. These layers should be removed and replaced with compacted fill. 3 . Fill placed beneath the proposed footings should be. moisture conditioned to within ±2 percent of the optimum moisture content and compacted to 98 percent of the Standard Proctor Maximum Dry Density (ASTM D-698}. 4. We recommend wall and column footings be designed for a maximum allowable soil bearing pressure of 2,500 psf. 5 . Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimum width of 16 inches. Footing widths may be greater to accommodate structural design loads. 6. Continuous foundation walls should be reinforced to span local anomalies in the soil. 7. The base of the footings should be established at a minimum depth of 4 feet below the exterior ground surface to protect them from damage caused by frost action. 8. Pcekets or layers of existing fill or soft soils may be found in the bottom of the completed footing excavations. These materials should be removed and replaced with an approved compacted fill. FiII should be placed and compacted as recommended above. 9. We recommend that a representative of our office observe and test the placement and compaction of structural ftll used in foundation construction. It has been our experience that without engineering quality control, poor construction techniques and habits occur which result itt poor foundation performance. 10. We recommend that a representative of our ofFice observe the completed foundation excavation. Variations &om the conditions described in this report which were not indicated by our test pits can occur. The rep�sentative can observe the excavation to evaluate the exposed subsurface conditions. The uear surface soils consisted of topsoil or existing fill, as reported in the soils and foundation investigation report, prepared by LKP Engineering, inc., dated November 26, 1996. These soils are not suitable for support of slab-on-grade floors, However, in our opinion the underlying sandy gravel will safely support slab-on-grade floors. We recommend the following precautions for the consmtction of slab-on-grade floors: 1 . The slab-on-grade floors should be constructed on the natural sandy gravel or compacted fill bearing on the sandy gravel. Pockets of existing fill, soft or loose soils should be cleaned from the excavation to expose the natural sandy gravel and backfilled with compacted on-site soils free of organic material.