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HomeMy WebLinkAboutTIMBER VAIL LOT 2.pdf \' �p„ � i i EHU \ , � �,��� ' % �' � s � � � � � � , � o� /'�i` �,%�� �b�hsro � 5' 8 ' 0l ; ;� � % �/�� KEMO�c D�f� \ ' �✓',, � � 30 � � 0 2e_ , � �,. °� �a \ 1-CAR R�s � GARAGE � � � 4; ,�, �. 3�„ � / � -� �] i � / � �� % . � � � � � ` i , / � . , � � / , � 23`p„ ` H1L6 �1ESIVE�Ir� �nrz , �' ' � E � io Jo,,.1 � Ma�T��f -�: �. ., harrsec�i. .�«�nGe �iu�c, ( C'qro ) y7 � - Z `{ � � 1552 MatTE+%rtoe� Gl2 � VkIL . — _ _ . xr1� . 1rT`�t.� . VfY, ?r �•If1.B+F �t.� .7F. . �a . . _ -. . . . . _ { . � _ . � � _ . .._ . _- ' ' ' �" � _ . . . . . . . _ . . . . � . . ' - . . . . . . . . . . . . . .. . . . . , . " _. . . . � d� . . . � . . . _ . . . .. . _ - -- - . ' ^ �.. ► � � �,r � . 'r �_ . . . � . . . , ' "-. 1 , . �n _ � . .1 f - � � .J - _, '�a5� , � � rtiM . . , _ . . . i . . .. . . . . . . � � . , . . . . _ . � _ � � �� GONTRNGTOR TO VERIFf � —' POWER LOGATIOIV OF UTILITY _ . OD'ERHEAD �" /44 _ POLE E STUBOUTS f� _ STUGTURAL ENGINEER: POWER LINE TELEPHONE - �4 LIMITS OF , � RISER TEGH ENGINEERIN6 � P�-,---_ ,�, , 1q35 E . PRENTIGE AVE . SU . 103 r � CANSTRUGTIpN 2 � SL pE �„� r+--- p��_ 219 . 51 ' S61 'S5 'O1 "W GREENWOOD VILLA6E, GO. BOIII N FENGE �' ��- F'N� � ,� 3T�_ � � �'µ— (303) 804-5b82 � Pn---�. �o,n'---__ PROJEGT GODE SUMM�RY l3g I � w - p go. 00� p{�,WIN6 INDEX m o _ � Z � , _ � OT 2 . � , occupanay Uassificatton: _ w — c ARCH17EGtURAL DRAWINCs S R-3� 5ingle-Family Residence �36 _ w _- 0 . 3798 ACRE � 1552 MATTERHORN CIRCLE AI GOVER SHEET , SITE PLAN p � ReslQentlal 6ross Ploor Nea: � � � —! - - _ w ---- _�_ A2 BASEMENT LEVEL FLODR PLAN ror.n� e � . M- I: Private 6arage 6ross Floor Area� �34 � - - w ,` - A3 MAIN LEVEL FLOOR PLAN roTa� • \ iS; � � A4 UPPER LEVEL FLOOR PLAN Q S�Tgq\ Z / AS RDOF PLAN ' Occvpant Lood: ��� � - .. -� -. � � / R_3 o Ir3oo sf of �nit space = �_ A6 WEST, SOUTH, NORTH ELEVATIONS rt-� o �/20o eP oF w�R space = � � ' A� SOUTH-EAST, SOUtH-WEST ELEVATIONS r � Gonstr�c[ion Type: _ \` / Type v Non-ratea 13O !u \ � LANDSGAPE DRAWINCsS � - - _�- _ _ - Fire Re519[ance: �_ ' - � . � � - �/ � r � 6arage ta RBSidential wall constructian wiil �onform / LI LAND✓c:APE FLAN to one-hour rating per 19A1 UBC,. � / I / I O Mech. chase wall �onstrucdon wlll conform (� _ - 3 � ` � -� � � ) ( [o one-hour rat�ny per �99'i UBG. � � - -- � - —' . . . ( ' � \ . / � � _ _ ` - -_ '� 140 / _ ' � C c�0 Heiyhc n M,❑�e� oF srories: _ Two Storles � basement 32'-8" hlghest polnt � - - .. � �� - ` -- � � / � � , — UTILITY LECsEND � n � // w ' �\ -- � � � - - - – - � a� �V� � �i - � PATIO . \ � � � � 'C _ ' ��5'-b" / � � �\ / 5 SEWER � � � 124'-0" �� l (� � �'�y ,A T� \ � - - - � GENER�L NOTES : i��-o• - w _ � . � , ��.g. _ � . � _ � G `6"Pq`5 R V _ � . 2 ' BOULDER , ' / �� `C y ' \ � •`� oi oo not scaie drawings . RETAINING WALL -'" 3 � \ � � � -- � � / ' PAT�a � � � � \ � � E ELEGTRIUTY � 02 �:�erlfy oll dMansloris, Gondltlore and utillty loGqtbns on - � \ � .. _ •� the )ob s�te pr�or to begwin�ng any work or orcierng � 120'-b" � i �� � � \ \ � — - - -�y GABLE N N T O > - / __ _ . any materlals. NotlFy Archltsct of arrj confl�ts or �2 _ R�WL - � � _ y \ \ d�screpcmclss �n the documen[s �mmed�ate�y. V1\ � � � �5y- I/4' \ � \ ��- 3Q -- . PHON � � RI \ ) pH TELE E � 03 Areas of conFlicLv or aiecrepanUes must be Fuily WATER � � � � � � --- - i5o'-o I�2" � ` � - - - - _ � � � N re5olved w�th wrltten approval from the Archl[ect before MA.NHOLEO � �A � � RI � � . . - . ` � _ _ ALL UTILITY LOGATIONS, ` cons[rvction conqrwes In those areas. � �� ��' � � �� 151'-3 V�1 _ (� ., l�� \� - �� � b' HEI6HT-C:(9hlG. — HOOK-UPS, AND LINES TO C > � U 04 Plan dlmenslons are to Face oF stud / � �� � - --�- � �--___ pgP� � �,\ � � '-�. - _ RET,AININ6 WFtLL — METER GL05ET SHALL BE or face oi concrete unlees otherwlse notea. � qDi � � \ ,� O • —_, � � � � �v 120'�' _ _ _ _ __ FIELD VERIFIED BY Sectbn and elevntlon dlmenslons nre to tnr of � � R� � � � i � - GONTRAGTOR BEFORE � � � � concreta, top oF plywood, or top oP wail plates �22�-0� � � i RIDC� \ �..b �n• ��_� � � � 114'-0' G or top of wa11 plates or beams unless otherwlse 120'-0" 146'ff I/4" � ) � � _, � GOMMENGEMENT OF � O L noted. 2' BOULDER I i � \�- � v GONSTRUGTION a r _ < � _ - _ . m 05 R^ovlQe all necessary blocklncj In stud walls and RETAINING WALL -� � RIDG � � � �" � - _ y � / �- . - Q w+ � celungs. Locauoin inciode but are not nmltea �`� � �� \�. � i � / � � - W � to celling Ond wall -mounted FlxtUreS, to�lets, WINDOW N�LL - � tollet accessorie5, cabinetry, covntertopa, shelves , 114'-D' � � / / \ � \ - - \ `� '�O � ` � closet rods and fake beams. � � / \ � � - - _ _ �__ -� - - - � - - ��� � , ZON INC� STAT I ST I GS � � � R� � O6 (2�8� denotee doar5: refer to Floa plms Fa door 146'-9 I/ RIDC�. � - ' -- — — — _ - - — bcatlons. Door riardrvcre to be selected by orvner. , � 4�'11 I/4" � -. `. �\� \ � _ � o� AOdenotes wlndows: refer Co elevatlons For wlndow /1,�' w � /� � / - - J — -- -- --- — LOT AREA = I ,544 S.F . r � I � �; \\ � \ ,� \� ` ` 6 t+ iocations and swinq ap � _ Refer [o Window 5chedule for wlndow ty�es. � � � � 148'-9 I/ � / i; i •�. • � - f' - - " - - - - - - � ._ J // \\ 2 \ ��� � � ,. .:::. - - SITE GOVERA6E : � OB GOOrdinate all electflcal and mEChanlcal Flxtora5 tD � � � �i � � ' - - _ __ _ _ -- - - -�- - FIt wlthln celling. Floor aW woll spcwes. Verify wlth � `� � -� � �� ��' �•,•. _ _ __ MAXIMUM 20Xi OF LOT AREA _= 3,308.8 S.F . Architect when dNertiny from drowiru�- ''� / � . I � � ,�� ' ' _ PROPOSED SITE GOYERA6E ll S.F . . . tA I LOY`ER L C J= �\ � ' � � - . _ . - . �,� 09 In the event that addlGlanal d6tall5 of cjuldalice Is � T.O. = I10'-B 3/4" � �. � . , � - . . -- - �� - -- - -- - -� - - --� � _ needed by the Gontractor for wns[roctlon of arn� / I . 1 1 3'-0• IMPERVIOUS MATERIALS I ,142 S.F . cnpects of this proJact, he shali immediately not�iy the -_ .- - -- - - _- - - - - PATIO _. / � '' -- - - - --- _ . - - - -. _. _ __ . Archltect. Failure to gNe ample notice shall rel�eve - - 3�`b� \ • � LANDSGAPE AREA : Architect oF rezponsibllity, - � / ♦t•• • \2� � Ri� � _ _ MINIMUM 60% OF LOT AREA = q ,926 S.F . (10.555) 10 The 6eneral Gontractor shall be responslble For , / i 140'-B I/4 . 1 � PROP05ED LANDSGAPE AREA = 10,000 S.F . satl5fylr� all appllcable aodes rnd obtalning all � , / permlts and req�lred approvals. Thls proJect Is � � PATIO � •�•� � TION ` .::. . � LIMITS OF govarnea by cne u,iram evuang coae, iaa� ea¢ion. _ _ _ iio'-3• GONSTWJG 6RFA : Goue compncmce �s mmdatory. ma Ganstrucuon �-r — __ __ _ _ EXTERIOR , FENGE 6RFA MAXIMUM ALLOWED = 3,G55 S.F . Documenls shail not parmlt work that does no[ � r - , ^ . conrorm to au re�evant coc�es �uuaing UBG PARKIN6 (��) j 6RFA PROP05ED = 3,G24 S.F . - oo � ana an �oca� anc7 reg�ona� codes. I � INTERIOR � � 'llo'-K>' SPAGE � EROSION GONTROL � ~ `n � � RITX� PARKIN6 � � qXlq ' TYP •;•;•'• � U � o � � The beneral Gontractor and Sibcontr'actors 5hall Fleld � ' I{11'-II I/2' SPAGE � � � � � �,�,�.�: (51LT) FENGE . , BUILDING HEIGHT MAXIMUM 33 � �° W � _ � �8 � L qx� 8, n,� `� � / BUILDING HEIGHT PROPOSED 32 '-8" 00 � coordlnpta and ob[aln approval From the ArchlCecU I � � � ~� ~ Enylneer before ary cu[ting, notching or drllilny of - - - - - - - - \ � � � � � p any cast-In-placo concrete, steel Framing, or ay other I / � - - - - _ _ - _ --J \ � � f'�S) � \ � It • i .•.'. _ � structvral elements whlch may aPPect the sWcGxai - - - - / � J• • v � �ntegr�ty of the bvnd�ng. �2 � — LOG�TION 4� STAKED � 1 � i� �utnt¢utions oF "Eqvai" � OduGtS WIII bC aGG9�JtL1b1A � � � � ,� � � . . •••.,•••••••••• . ....•• HAT' BAILS FOR SEDIMENT Q 0 � on� w�th owner's written ova�. Umque spec�Fied , 3' UL R II '-O' ���� �' � / '�• • ••••••• •• • GON�i�.OL SHOWN HATGHED U O Itams are Intended ae cival�ity spe�IFkatlore only. AINI WA L � � i / ^ - �' � (G9�) G9 a `a � 3 13 It Is the Intant and merning of these documen[s [hat I I ! ` � . z � 1� M 3 the Gontractor anQ each S�bcontractor Provide all V . / � III ' / ••••••♦•••• • ♦ • • • ••• • d' N ic�r�, mater�als, Crarisportapon, svpplles, eqvipment, etc, . .. _ . . , / � � �:�.:: � N N to obtpin a canplete �ob wlthin Lhe reGOCjnized I �, . � I I 5t�ads af t� �,��t�. X � = ������`'.�.�.`�:�:�:�:`� � 0 T 1 � � � � ' EDGE OF 6RAVEL DRIVE , ���•••• ♦•• ♦ ^ � FOR ADJAGENT LOT I � �o' � �'�'��-:�:�:•:�:�:�:':':':•' 0 . 4689 ACRES , � �''� � :�;�:�•:•:•:'•'•'•::•:' � ° ° :•'_ :.�: SNOW STORAGE 1554 MATTERHC3�2N CIRCLE � � ARE!(5 SHOWN �� � II4 IS'-O" . Hla�TGHED Z m � .� GONTRf�GTOR NOTES : -- sErBACK � �b� ': � '�.'.'��' '�'�'�'�'� _ . . � LIMITS OF iy, / '�`�' � .•.•.•.•.•.•.•.•.� c � I . ALL PLUMBIN6, ELEGTRIGAL, AND HEATING SYSTEMS TO BE "DESI6N-BUILD" . �ONSTRUGTION .Y"�r'� � � o x o .o� / • '•' . . . . . . t o � 2 . ALL SYSTEM REQUIREMENTS AND LAYOUTS TO B E A P P R O V E D B Y O W N E R. PENGE •;�!�. � � � � � ^ 3. ARGHITEGT TO BE NOTIFIED OF ANY DISGREPENGIES BETWEEN GHOSEN SYSTEM ��'-0• ;•�'•'•' '' . ♦ AND Af2GHITEGTURAL PLANS. ER�SION GONTROL �' � ASPHALT DRIVEWAY HEATED AREA TO STOP 4 . ALL INTERIOR FINISHES TO BE APPROVED BY OWNER. (51LT) FENGE . � I AT PROPERTY LINE ,! 5. KITGHEN TO BE DE5IGNED BY KITGHEN GONSULTANT AND APPROVED BY OWNER . rn N ! 6 . BATHROOM FIXTURES AND FINISHES TO BE APPROVED BY OWNER. � r _ �• �,�,• - - � II2 � �' .:..,.•. . . . . 4'-O" WIDE GOhtG. PAN "i. WINDOWS TO BE SELEGTED BY OWNER. - - � �_ �6� •,•,•,-::`:•;•;•' � � 2" 1h1VERT , (Wlndow5 to be clad, do�ble glazed w/ Low E-glasa) -- ��' '��� � � � � � 8. 6RADING AND GONGRETE PATIOS TD SLOPE AWAY FROM PEf21METER OF HOUSE . 4. - 18" GMP GROSS GULVE T 9 . ALL 51TE WORK AP1D LANDSGAPING TO BE DIREGTED BY OWNER. LOGATImN OF STAKED - _ _ _ . _ _ . . . . . . ...,., HAY BAILS FOR SEDIMENT GONTROL SHOWN HATGHED — 147 . 90T5E'2 ?' 10'� E \ I 10 -0 I � � � . � !% � IOE•,-0., J— � ' / Ilob �-2� — �� �— irivERr EXISTIN6 DITGH WILL BE LOGATION OF STAKED J (53K) REGRADED TO MAINTAIN HAY BAILS FOR SEDIMENT � P051TIVE DRAINA6E TO GONTROL SHOWN HATGHED �i � �\O , \O� � ��� �� I � THE NEW GR055 GULVERT. �, � � CONCRETE CURB 9 N 107 . 2 ' � O ASPHALT ROAD w 9 . � . _. — � O('Q - 107'-b• , � R = 475. 00' � SCALE: 1 " = 10' 0 I S � I � f- � f i N �ERENCE � o Z ' L = 49 . 99' C H = N 5 3'0 2� 5 9 'E 4 9. 9 7� MA T T E R H O R N C I R C L E o 5 , o , 5 Zo 30 �A , S� A� � : � � - �m � - m a � Z w � m = � 9 0 � � � .�c����ir�ere� �.rra.�iu . y iulwu�. rw.. .r ., _ . •vu ���uenu. �e�.��Yn. . �� .a'� r vh�aYn :r.ditif�+EaL �. w� r . � . .��i .'L� . .. -rsZ . _ _ .+ . ' _ _ ... _ _ ' - . � _ � � . _ . . _ _ — � . _ _ �_ . . . , , TOPOGRAPHIC MAP ' A TRACT OF LAND IN THE SW 1 4 OF SECTION 12 , TOWNSH I P 5 SOUTH RANG E 81 WEST , OF THE 6TH PRINCIPAL IMERIDIAN , Eagle County, Colorado , , , R = 475 . 00' � � L = 49. 99' � / CH = N 53'02' 59 "E 49 . 97' i ��� � FOR�ADJACENT�LOTRIVE G�� 107. 2' �0 , - - . _ ��0�� � ��O 11� �`P��� ,� �°P� ; _ PSe�P� GJ�e . R��� � �G ^ G� � g� MATTERHORN INN ��� � CONDOMINIUMS � S� � s. FOUND ALUMINUM . � ,O• CAP LS 27598 �� � m ��,. 102. 8' . . F` •�ti 1� � N BASIS OF ELEVATION SEWER 6 ELEV = 100.00' ON OO MANHOLE �� N OO MANNO�E TOP OF PK NAIL � * PARCELIO ry 36971 SQ FT \ �� a o � �ti �� 66 � � � _ � ,,�- � - . �6 _ . / . / . .j .. . 128 . ��a � �� �� �. , � :� . � �3p � �� � �� , �� � � / _ ,\\ / , � � i �� ' . . ,, � . ., . _ ,- -� . , . � � / . � � �_ , . . ... �� ,, j . . . �. - . - ' � � � .. 32 , . � ; �> � �� , �,- ; . . - ��" E : 1 " = 20' . . , . . - - �� f " / / �` / �36 0 5 10 15 20 30 40 50 60 ., . L � �/ AR '�C+4 �F 4096 OR Ci�AT'ER. Sd;OPC� ., ' .. :' , � �38 " LOG RETAINING � � - - - - � . . � . / � � WALL �. �1� �'�ti a / '` %" 71438SQFT' �, , , tno � � - . � :,' . . 11 ,`,�6 � 1� , ' �. . . . . . � � . . . . . _ r' /� . , / � ti � . . " . . . _ . .. :, . � �. �� '� O \�r�` 1�� �6 . . - � . � 142 - -- L � � � � � � � . '� � � � . 1'� O � � . . ' � __ - ��. ,,5 . �/, , � . � , �g2 �� STREET ADDRESS• �� �� � �' �� � �34 6 "i '" -- 1552 Matterhorn Circle ° �' , /� ' �� �3 y �3g — - OvERHEAD Vail , CO 81657 � • - � � q.0 � ¢4 POWER LINE � � � , , - _ 1q2 - / ��� " � � PowER Percentage of lot that has a slope of 40� MAVILLAGORN �� � , � � : :. � - . : �. � � � . : -�� 219 �j1 POLE or greater is 31 %. . � �` ' - i . . J _. FILING No. 1 ' ,� � � _ � 4q - � _ _ 146 - - � . ;:.. : . . . . �/ � ' .,•: . . . ,. . : � _-- - . • � � ,-: / j . , " �. � � � - � . , ' '" ELEVATION BASE: ,. . . , � Based on an assumed elevation of 100. 00' on 6'� - a PK nail at a randomly chosen point in the �o. ` ,��6 " centerline of Matterhorn Circie. , � c,61 �� p1 ovERHEAD BEARING BASE : POwEft LiNE � N 17'07' 12" W between found blue plastic cap LS 3783 at the NE corner of Lot 28, Matterhorn Village, Filing No. 1 and found aluminum cap LS 27598 at the NE corner of Matterhorn Village, 1�a RESERHONE rowN oF vni � Filing No. 1 , as indicated by osterisks. FOUND ALUMINUM � CA� L� �4A3 ELEV ON TOP OF CAP = 147.40' O - " S i 1 � L SEWER � MANHOLE * a pARRf�� TOPOGRAPHIC MAP �� ���tSTfp,FO �,f,� A TRACT OF LAND IN THE SW 1 /4 OF SECTION 12 , � FOUN� B�uE P�ASric ��/iy/���, �^ TOWNSHIP 5 SOUTH RANGE 81 WEST CAP LS 3783 � +� 9337 _ OF THE 6TH PRINCIPAL MERIDIAN , � •� , ��, , r �.� � < < � � EAGLE COUNTY, COLORADO �'s>,�O Sua��� 0o WHITE SURVEYING p' M . Darrell White LS 9337 JUNE 6 , 2000 � �F �p�'�� P . 0. Box 115 Gypsum , CO 81637 JOB N0. 00- 136 970/524- 9623 T: WVBRWNT3. DWG - - - , _ . . , . . .. - . , _ , . . . _ _ , . - - . .. . . ,. _ _ .> . . �� .. . t� � Delta = 6 °38 ' 22 " ° - � R = 431 . 48 ' ,�'' T= 2 5 . � 3 � P�K�aNO aavs��rr,�rs, irrc. L = 50 . 00 ' �` `�"° �`� "�� OTD-476l6M FA7( 900�J76!!M ' 1700 LIOHB fDOE LfJOP VAL Ca Ml67 CH = 49 . 97 ' ��1 c,�e �o �`' � � �s� CB = N53 •� L ' 59 �� E �� 1� � � (GARAGE UNDER DECK) � SEE NOTE 3 � P�� <� BOULDER � 0.'J RETAINING� ��� _ w\ � Q� v WALL ., Fi v`� � �_' zo o � s to aw eo � '�11 / \ \ l`� �� CL � � ( IN FF.ET ) Gv " QP'G gO � / Q �� 1 inch = 20 tt. G�` 1�1 � ,� �c� Q� y � \ � ��� sJ \�' ��0� � � / %��G j� � 9� O+ � O� � � '' � � / �, C"9 ��Q, � � � ' ,�-��� ���` � � � � ° s� F` UNPLATTED � � • v `'�. ', Zi� � �P �h� �, �. � � ' ti�, � (BOOK 199 , PAGE 463) � (i7l (DRIVEWAY UNDER � J ~� O coNSrnucr;oN> ,,.�• p �O ~ � A /\ CONC. '� o. � BOULDER � ��11 RETAINING s ° t47� a ry, � RETAINING • � �y � �1 ACCESS , PARKING, SNOW WALLS � " ..,. � �o wn�� 6�- M+I � F�N � �PG� SA�NDSCAPINGAEASEMENT o /�� q \ � w � O �\� � Z ` `�j o Ba. � � b—� M-� / ��� � \ ° / " \ �� ° Z ►� � O �o • � N �° ry° i B� �?,. ,� � p � � / \ N /�y �'^� ?o � ��� � ��t.�, 'P !S�1 ° �� m � a � � P� ��.�� � o ° =.o. � �. \ � � 1 g �'' '—' ►'� � F � � �� � o �" � ,, V� � � � �j F+ ,�, � � � � \ ` LOT 1 �� ` �o. q � . 5� z / \ MULTI LEVELWOOD FRAME � `O� � O � � � ��G � � ��\ � SINGLE FAMILY RESIDENCE \ S � � O 6� � �3`. � ( UNDER CONSTRUCTION ) \ C"i �� � � \ U! � �� ��e � H � r- <�� '� � \ �S- � � F� �, � ��,, � � LO T 2 -� � $ a ^ � w � � ��, � � o �, w ��y � � \ \ IMPRO�EMENT LOCAIION CERiiF1CF ?[ � O O�� � �� �� \ � O '��� �� � _+ � ` THAT AT�SHNOTFA AND SURVEY PLATMORTIMPROVEMENT SURVEY PLAT, ANDPTHAT� IT IS � � � �9� / � NOT TO BE RELIED UPDN FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTNER fUTURE � � •�O„ Z � � IMPROVEMENT LINES. � 9 �� �� �� � � n� I FURTHER CERTIfY TNAT THE IMPROVEMENTS ON T}1E ABOVE DESCRIBE� PARCEL ON � � \ GJ � THIS UATE, 09/10/01 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN 1HE ^ ° BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS �� �tP� � C6 \ UPON THE DESCRIBED PREMISES 8Y IMPROVEMENTS ON MNY ADJOINING PREM�SES, �, �� � _� EXCEPT AS INDICATE�. AND TI1AT THERE IS NO APPARCMT EVIDENCF OR SIC'N OF ANY ' EASEMr N r � P � � � " �SSnvG OP. BURDFNING ANY PART OF Snn i' ?,f?CF x.C�F ' + NOTED. � !� n0 � � � �. /I a o � O � �� ��:� � t q �l} �el _ -'��� , � '. � 1� � U N P L A T TE D sAM�E� � E�� _ _=. COIORADO P L 5 :�. " � i. ., .. ;. a . ici . a �:' '_ � ( BOOK 218. PAGE 793 ) " , °a, ,^'�� , o GENERAL NOTES: � ° °� r��_�� ^ 1 BUILDING T1ES ARE INDICATED IN PARENTHESIS. ''��''�i`�'� "'•�^04F" ',� :��P` DRAWN : JL '��:;,�; - . . ;, � 2 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF � THE SUBJECT REVIEWED : SE c PROPERTY TO ESTABLISH OWNERSHIP, EASEI.AENTS OR RIGHTS-OF-WAY OF RECORD. � NO TITLE POLICY OR COMMITMENT WAS PROVIDE� Ta ESTABLIShI THE EXISTENCE PLC JOB #: 917 / 1 5� THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREQN ARE PER THE RECORD PLAT. (� ATC : 0 � �� 4 �0 � � �l5`Y� 3 THE CURRENT RECORO DEED FOR THIS PROPERTY USTS A RADIUS OP 475.00 FEET. .: �� PRIOR DEEDS FOR THIS PARCEL INDICATE THE RADIUS AS BEING 431 .48 FEET. � � \ R E C E I �J E U 4 BASIS OF ELEVAT10N5: PER SITE PLAN DATED 03/2J/Ot , SHEET A1 . S H E L T ° � 0 T 2 8 �b P� SEP 2 � 20Q1 s NoncE: � �� ACCORDING TO COLORADO LAW YOU MUST COMMENCIE ANY LEGAL ACTION BASED rn � Q UPON ANY 6EFECT IN THIS SURVEY WITH�N 1}iREE Y�ARS AFTER YOU FIRST 91 "� I � ( MATTERHORN VILLAGE , DISC�VER SUCH DEFECT. IN NO EVENT, MAY ANY A,CTION BASED UPON ANY DEFECT � IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM 7NE DATE OF o FILING No. 1 ) cERriFicnrioN sHOwni HEREON . m :; ,,:_4,. , -� - . : :-.s . _ ._�: . . � _� ..� _ _ _ : _ — _�_. _ �. , . _ -_ .. _ -, :. . _ -- - - - � - _ _ . _ �_ .._ _ __ _ . . _ . _ .a ' _ __ _—_ _ _ . - 1- . ' . . _�. tia�'�-! . � � • �•.���pI1 Yj�i - ��i _ '� i� � ��y 5�~:tM� : l`'�� � . 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DETAIL A �Q �� , �� � �- � � - -_- , � -- J N.T.S. � �� QQ` � � ^ J _ � �� � - - - -- -- - --- � �l'/ � ._. iL � � � ' � � � ���-�>> s� �a � � � � �� �a �a �a i �a ��, � � � sy < o ,� -- � ,' o 0 o i o � ii L 8'`j °Q UO c�' o J � c , oQ �Q �Q oQ � JQ � 2� �' '���x6 I _ � WIOXII2 STL BEAM N � O o? � I ; FLUSH ; J,y � � � � J �-[ �O j �� � � i �i � ��d/ � V � �� � W W 'r V� SEE ROOF FRAMING � � � — - �Q � O�o � Q \ � . i i THIS AREA I ; � S<��y � > ' � � q — - ` � C � �0-0 = v � L--' -- � . , � Fo � . � � Q>• l i ( 1 ) 1 /2 "/ THROUGH BOLT SPACED O � (5) 2X , � _ � � O 32" O.C . , STAGGERED J�, C N L— U 2x NAILER 3/4" DECKING 131q �12 � �J / . � � � , ` TO FILL WEB —/— �J c� rt � Q T[ L.J 6ENERAL NOTES : c , � c FLOOR JOISTS �' ALL FLOOR J015T5 : I I �/8 " TJI /250 � 16 " O .G . (TYP) � � p O PER PLAN aJ W � � � ` ` ��, TIMBERFRAME ALL P05T5 ff TRIMMERS : (2) 2X6 (TYP) � � } � FLUSH STL. BM. FACE MOUNT pER PLAN STRUGTURAL � U � JOIST HANGER �uss ALL HEADERS : (3) 2X10 (TYP) U � � 2XI2 RAFTERS � � FLUSH BEAM DETAIL � ib" o.� . .� N N .T.S. � N � FLOOR LOADS p r � DEAD LOf�D = 15 P5F LIVE LOAD = 40 PSF _ , �e,� �E�;T„��,� �,� _ TOTAL = 65 PSF ENGINEERING BY: L . GARCIA DRAWN BY: I �.il �� f� � � Y � J.� � I�� II �t� L/ � � f�� JOHN G . MARTIN S4 SCALE : I /� �� = I � — � �� DATE DRAWN : 4/ 18/Ol PROJECT NUMBER: O 1 -0240 REVIS�ON : l . 2. � 3. 4. — STAMP: . �,. �.. ��� � �� � : 4/ 13 3:00 � ^�0 Rr_ ( � " SNEET NUMBER� _ ��.0 R� C� _ ,y ' � .�� � S4 � . , _ �. , ' , , II v- ' �.;�- � ' i✓�••'"-'' . _ _ . `-;y✓ `�W -- - - `. , . , _ - . : . . , . , _ . ._ . , _ . . , _ _ �A, • - - ....� . . 4 ;Gr . ' .� xt � � - '. ' � . � _ ,.. . . _ _ . _ ' ' - ' , . . . - - , . ; ��� �� .. �.a . » E e'r _ru .u_ --r �. J, � H . - , ...;�:� r�_y � 1C �� o:__ .�:. ... �L._ _s �1M' �>__.:s�... . ,1: �— • �__� �.-.Y�+�i �.-.:! ..i�l�� � .. � � . . . . _ .. . . . . . 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' . •t - , . . � . . . _ _ � . - .. _� , . ,�. ._ . . � . .. _ _ . . .. . ... . . . ,. � , . - � ,.:. . . . . . . , . , . . . _ . � . . . _ . . . .. . . � . . .. , . . . . . . . . . . � .. - .. . . . .. . . . . . .�� . t.` � . . . . •� . FRAMING NOTES � C 1 . FLOOR FRAMING: A. "I" JOISTS AS MANUFACTURED BY TRUS JOIST MACMILLAN. USE OF LOUISIANA PACIfIC, GEORG�A PACIFIC, . � . OR BOI5E CASCADE BRAND I-JOISTS SHALL BE EOUAL OR BET7ER THAN TJI BRAND IN STRUCTURAL PROPERTIES. � ENGINEERING, LLC B. DIMfNSIONAL LUMBER SHALL BE HEM-FIR �2 (UNLE55 OTHERWISE NOTED) WITH MINIMUM STRUCTURAI PROPERTIES OF: 1 . Pb=850 PSI z. r�=�s Psi 7935 EAST PRENTICE AVENUE 3. E= t3oo Ksi ATTAGH W/ I /2 " DIA , X 5' LONG -� 2. FLOOR JOISTS SHAIL BE DESIGNED AND FABRICATED FOR L/480 LIVE LOAD DEFLECTION. JO�STS ARE CONTINUOU$ WHERE SHOWN ON PUN. HILTI KWIK BOLT (OR EQUAL� , SUITE # 1 O3 t-11N. 4" EMBEDMENT - - - - - - - - GREENWOOD VILLAGE, �- - - - - - - - - - - - - - - - 3. LAMINATEO VENEER LUMBER (lVl) t -3/1° WIOE PIECES SHALL BE TRUS JOIST MICRO-LAM (ML) OR EQUIVAIENT 16 " O.G. STA66ERED SPAUN6 (TYP) $� � � � MEETING THE FOLLOWINC MINIMUM SPECIFICATIONS: . . , _ _ _ __ _ - - - PHONE : 303-804-5882 A. Fb=2600 Psi r_=_-__-_ _ __ _ -- - - -- - -- - -. - - _ � � - _ . _ _ .- - --- � - - - - - - - - � FAX . 303-804-5771 8. Fv=285 PSI I � . c. e= � eoo Ksi E-MAIL : TREATED 2XI2 LED6ER � 4. PARALLEI STRAND LUMBER (PSL) SOLID PIECES 3- t /2" AND WIDER SHALL BE TRUS JOIST PARALLAM OR EOU�VALENT DF21LL 4 C,OUNTER5INK � � � tekengr@msn .com MEETING THE FOLLOWING MINIMUM SPECIFICATIONS: _ , , FOR ANGHORS �TYP) � � � A. Pb=2900 PSI � � � 4 ' ' � ' B. Fv_285 PSI �' � J � C. E=2000 K51 � � 5. ALL 2 AND 3 PLY 1 -3/4" LVl MEMBERS SHALL BE GLUED AND NAILED TOGETHER WITH A ROW OF 4, � - - � � � . _ . . I � Q I � � 16d NAILS VERTICAL AND 16' O.C. HORIZONTAL. ALL 4-PLY MEMBERS SHALL 8E GLUED AND THROUGM BOLTED, DOUBLE EVERY ��- - � � � � a I N N STAGGERED TOP AN� BOTTOM WITH 1 /2" DIAMETER BOLTS AT 16" O.C. OTHER JOIST , ' X O I I� i � � � ' ` � n 6. PROVIDE THE FOLLOWING STRUCTURAL COlUMNS FOR ALL BEAMS UNLESS SHOWN OTHERWISE ON THE FRANING PLANS. � � G LL,J � � (ORIENT LONG FACE PARALLEL TO BEAM UNLESS SHOWN OTHERWISE .) C . I A. (3) - 2x STUD POSTS FOR 2-PLY BEAMS. (2" 1AIN . END BEARING) ; . ' O O B. (4) - 2x STU� POSTS FOR 3-PLY BEAMS. (i" MIN. END BEARINC) O�� �O , � � P P C. (5) - 2z S T U D P O S T S F O R 4-P L Y B E A M S. (4" M I N . E N D B E A R I N C) � � S,� N J � ' � �,�� �,��� NO N.q o i.q, � V Z 7. B L O C K S O L I D UNDER ALL SiRUCTURAL COLUMNS TO STRUCTURAI BEAA1 OR FOUNDATION BELOW. � -9 S]. i � I � �j� W-12X�3O -OR- ,� 5 Sr-y � O X 2� <B� � i Np�P� , WIB�i�-OR . BEAM TC C�<� I a 8, ALL EXTERIOR DOOR AND WINDOW HEADERS SHALL 9E (2) 2x10 OR 3- 1 /2�x7- 1 /4� 1 .SE LAMINATED STRAND LUMBER (lSL) � a � OR (2) 11 -7/8" TJI-PRO/ 150 JOISTS MINIMUM UNLE55 OTHERWI5E NOTEO ON PLANS. � �"�,0 �� � �, �� I \ / DROPPED � � 9. PROVIDE THE FOLLOWING STUD POSTS (TRIMMERS) FOR ALL E%TERIOR DOORS AND WINDOWS UNLE55 NOTED OTHERWISE ON PUNS: NO O/,g �O � 'I ,��b `� I I`^' � A. HEADER OPENINGS 4' OR LE55: ( 1 ) 2x S7UD POST (TRIMMER) AT EACH END, AND ( 7 ) 2z KING STUD AT EACH END. GJ 8. HEADER OPENINGS 4' OR GREATER: (2) 2x STUD POSTS (TRIMMERS) AT EACH END. AND (2) 2x KING STUDS AT EACH END. �✓.rx$� 80 � � BEARING WALL l 1 � I �` w ^ � � � Gr�� "' ,o 10. PROVIDE (2) 2u STUD POSTS MIN. AT ALL ROOF GIRDER TRUSSES UNLESS OTHERWISE NOiED ON FRAMING PLANS. . �' � a I � Q °J � I 11 . FRAAIING LUMBfR: � I i X O � J O � A. FIR BEAMS SHALL BE HEM-�IR ;2 OR BETTER (UNLESS OTHERWISE NOTED) � � � � � I � Q � � N � = 1 . ib=8S0 PSI � � J I �, I `� � � � 2. Fv=75 PSI 3. E= 1300 KSI r > I ` Q O 0 B. GLUED LAMINATED BEAMS SHAII HAVE MINIMUM PROPERTIES AS SPECIFIED BELOW (UNLESS OTMERWISE NOTED) � � v � � , � v � � � Um `� �. IL CJ -� _ � O� J 1 . Fb=2000 PSI ` r - 3" ', � Q � 2. Fv= 760 PSI � - � _ � � 3. E= 1600 KSI � � �/ � � C. STUDS SHALL BE HEM-FIR STUD CRADE (UNLESS OTHERWISE NOTED) � � � � � ry > � 4 �9p �4. t . Fb=s�s asi b 2�'� c t J i. 3 Q�P•��-• ' i WIOX60 -OR- J S rG C�� 2. r�=�s Psi 'L� I� - - - -- --- - - -- - pA� - - � WI2X40 STL . BEAM � . S. E= 1200 K51 �� � � � ' D. PO5T5/COLUMNS SHALL BE HEM-FIR /�2 OR BETTER (UNLESS OTHERWISE NOTED) . DROPPED i�� i ; 1 . Pb=850 PSI -}-b -( '��I, � � . . . � . 2. Fv=75 PSI . . 3. E= 1600 KSt . � E. DECK JOISTS AND BEAMS SHALL 8E DOUGUS FIR-LARCH /2 OR P.T. SOUTHERN YELLOW PINE /2 OR BETTER (UNLfSS OTHERWISE NOTED) , l�� �.�b �� <)N � Iii I � O i . Fb=8�5 Psl `p,l � WIOX3G STL . BEAM , � � i 2. F�=95 asi � HDR. � � � 3. E= 1600 K51 � b / ' . �' � � / 12. JOIST AND LVL BEAM SUPPUER TO PROVIDE PUCEMENT DRAWING SHOWING ALL JOISTS, BRIOGING. BLOCKING AND � � \ IAISC. ACCESSORIES INCLUDING MANGERS. SUBMIT TO ENGINEER Of RECORD FOR APPROVAL. l�l 0 ~ � \ � / � � � O 13. TRU55 MANUFACTURER TO PROVIDE PUCEMENT DRAWINC SHOWINC ALL TRUSSES, BRACINC, BLOCKING AND HANGERS. -� 2 _ v SUBMIT TO ENGINEER OF RECORO FOR APPROVAI. � - � • / \ ` 14. FOR DECK JOIST SPANS UP TO 9'-0� . ATTACH A 2x 4EDGER (DEPTH TO MATCH J015T DEPTH) TO E7(TERIOR RIM JOIST WITH / \ ( t ) 1 /2" DIAMETER BY 3- 1 /2" UG BOIT SPACED AT 16" O.C. STAGGERED SPACING. (TYPICAL. UNLESS OTHERWISE NOTED) Q � L / 15. FOR DECK JOIST SPANS FROM 9' - i ° TO 16�-0". ATTACH A 2z LEDGER (DEPTH TO MATCN JOIST DEPTH) TO EXTERIOR RIM JOIST / Q � � O � WITH (2) 1 /2" DIAMETER BY 3- 1 /2" UG BOLTS SPACED AT 16� O.C. SPACING. (TYPICAL, UNLESS OTHERWISE NOTED) �' 6E NE RA L NOTES : 16. PLYWOOD SHALL CONfORM TO APA CURRENT PRODUCT SPECIFICATIONS AND SHALL BE PERFORMANCE RATED TO THE GRADES SPECIFIED. �� - v � U � `� e`�� /�LL FLOOR �OISTS : II 7/8 " TJI /250 � 16 " O .G . (TYP) `�1 ,' �7-t � i7. TRUSS J015T 1 - 1 /4" THICK TIMBERSTRAND LSL RIM BOARD OR EQUIVALENT BY SUPPLIER. � 4 W v } � � \ \ O}�� Q�O 18. TYPICAL FRAMING HANGERS . \ � � � � ALL P05T5 � TRIMMERS : (2) 2X6 (TYP) � � � C A. (9- 1 /2" DEPTH) � ' � • � � � , . , - , iz" WIDE - �nCE: IUT29, 70P: Itt29.5 �.�b � . � ALL HEADERS : (3) 2X10 (T1'P) c � O .� 2. 1 -3/4" WIDE - FACE: IUT9. TOP: ITT9.5 �I � 3. 3" WIDE - FACE: U210-2. TOP: M I T 2 9-S-2 � �J � � (5� �xb w r W 4. 3- 1 /2� WIDE - �ACE: U410, TOP: AlIT49.5 . \ � s-t t B. (9- 1 /4° DEPTH) \ v � } 1 . 1 - 1 /2" WIDE - FACE: HU210, TOP: J8210 ' � �Q �N ' � U � 2. 3� WIDE - FACE: HU210-2, TOP: HU5210-2TF ' �XIO D�GK .�ISTS � C. ( 11 - 1 /4" DEPTH) �' � � o i2 O.G. �� �,'�b � � � LOOR LOADS U � � 1 . 1 - 1 /2" WIDE - FACE: HU212, TOP: J8212 L � N 2. 3" WIDE - FACE: HU212-2, TOP: HUS212-2TF � � � DEAD LOAD = 15 PS� D. ( 11 -7/8" DEPTH) , �"+b � ` , . , - , ir WIDE - PACE: IUT211 . TOP: 1TT211 .8b l�l � LI VE LOAD = 40 P5F � � � . � '- 2. 1 -3/4" WIDE - PACE: IUT1 t , TOP: ITT11 .88 / 3. 3� WIDE - FACE: U210-2, iOP: M1T211 .68-2 - TOTAL - CJS PS� O 4. 3- 1 /2' WIDE - FACE: U410. TOP: MIT411 .88 . _ .. _ E. ( 11` DE7TH) � 1 . 1 -3/4" WIDE - FACE: IUT14, TOP: ITT14 � �XI2 LED�7ER 2, 3- � /2" WIDE - FACE: U414, TOP: MIT414 \ ATTAGH W/ (2) I/2" DIA. - PROJECT INFO , - 19. �OLLOW MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAI FRAMING OF "I� -JOIST AND LVL PRODUCTS. DETAILS SHEETS SUPPLIED WITH PrtoowcT. LAGS � 12 O.G . ENGWEERING BY : 20. NON-LOAD BEARING WALLS OVER 14FT. UNSUPPORTED HEIGHT TO BE FRAMEO WITH 2x6 STU05. L . G A R CIA 21 . LOAD BEARING WALLS OVER tOFT. UNSUPPORTED HEIGMT TO BE FRAMED WITH 2x0 STUDS. DRAWN BY: JOHN G . MARTIN 22. FRAMER RESPONSIBLE fOR M�SSING PLUMBING AND HEATING RUNS. 23. ALL E%TERIOR WALLS AND INIERIOR LOAD BEARING WALLS TO BE FRAMED AT 16" O.C. WITH DOUBLE TOP PUTE AND SINGLE BOTTOM PUTE. (UNLESS DATE DRAWN : oniERwise NOTED) 4/ 18/Ol 24. ALL INTERIOR NON-BEARING PARTITION WALLS TO BE FRAMED AT 16" O.C. WITH SINGLE TOP ANO BOTTOM PLATES. (UNLESS OTHERWISE NOTED) PROJECT NUMBER: 25. AlL EXTERIOR SHEATHING TO BE 7/ 16" ORIENTED STRAND BOARD OR EQUIVAIENT ATTACHED AS SPECIFIED BELOW. (TYPICAL, UNLESS OTHERWISE NIOTED.) O � -0240 A. 7/16" CROWN, 1 - t /2" IONG, 16ga. STAPLE AT 4" O.C. PERIMETER AND 6" O.C. PIELD, OR B. 8O NAILS AT 6" O.C. PERIMETER AND 8" O.C. FIELD. REVISIO : , M�41N �. � Y� L. �i�AM f NC� D 1 ,4C�i�1"I , - 26. ALL INTERIOR WALLS TO BE SHEATHED WITH t /2" DRYWALL AND ATTACHED AS SPEGFIED BELOW. (TYPICAL, UNLESS OTHERWISE NOTED.) - A. Sd COOLER NAilS AT 7" O.C. PERIMETER AND 7" O.C. FIELD, OR - S3 SGALE : 1 /4 " = 1 ' - � � B. 1 - 1 /4° /6 DRYWALL SCREWS AT 7" O.C. FERIMETER AND 7" O.C. �IELD -- 3. _ - 4. __ _ STAMP: _ , � ' � /� � � 4/ 13 3:00 . ' � p �^;�� � �CV�V �� . � ' / . ,�yAo�E'R� ���FF`� / SHEET NUMBER: m = �,,�, 6 ___ : S 3 � , , , _ . ' � � i ��� � ; ; � �`�' ' , . . �\ ^ r' ��, C` / I � � _ _ "..- � - ��", .. : �� ' �. x ' . , . . . . . `< . .. 64 yr � _ ' �.� . � ` - . . ` � � , � .� ,f �. : . . , � . ' �r " �. { , f : i • } fi 14 � � F 'v � � `' � r � �.� Y. � �..� . . . � _ . . . �� � � �� � . i � � , . .. . ¢ � y �i... Y' , � � . . . � , . � s s . � � . , �. : ,v- . � »Y . . - i . ' � ., :-� �� . �: . . . . . �1 :�. ., �F' ���. ' ' :.: .. ':r ��• ' ' F. - ' .lh- •" _ . .l . � � : �Ij. a. 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T � � . . a�ti i • A ' ' . . . .. , � . ' � , CJl/�'� �n 25'-G�q" 2 '_ ��" IG '-O" 5'-O" b '-O" I6 '-O" 12 '-O" E C ENCINEERING, LLC (125'-3") 7935 EAST PRENTICE AVENUE I � [I20'-2"] SUITE # 103 I GREENWOOD VILLAGE, CO � 80111 � P H O N E : 303-804-5882 3p DE���� � LOWER PATIO SLAB 24 � Uf'PER PATIO SLAB � FAX . 303-804- 5771 �j T.O. GONG . = 120 '-6" T.O . GONG. = 125'-3" E-MAIL: � 4q� , tekengrC� msn . com �' �`�' (125'-5 I/2 ") � O�w � � II4 �_ -, ��� � � (120 '-8 I/4 ") -� - \ � ry STEP _ O STEP . (128'-b ") STEP - O [ I10'-4 3/4"] �_ ;,� W�CC � , WALL WALL `q � � M � � ry � N N � n n \� O _ � n n �6 �� I V V (132'-b ") � o 0 � m SrE� Q � I14 -6 = � � Ib " 'J Ffi�� J u r ` ui �� �� � N STEP V Z �� 3:�� STEP � � I WALL � p Q � STEP � J Q a `•. WALL \ � Q Q I (118 '-6 ") � LOWER LEVEL SLAB I � ~ � (130'-b ") GONG. GOUNTERFORT ` � (REF . DETAILS) � � [I13'-4 3/4"] / T.O. GONG. = I10'-8 3/4' STEP 58" X G6 " . PAD 62 " SQ. PAD m � • / STEP _ WALC— �6� � Q = 6 '-O" � '." ,� 16 ' THIGK REINF. W/ Ib " THIGK REWF . W/ �1 ii Q � �n / 58" SQ. PAD 4 (IIS'-6'7 (2) LAYERS tt5/60 � 12" O.G. (2) LAYERS #5/F�O � 12 " O.G. W v = � � / 14" THIGK REINF. lW `t [I10'-4 3/4 "] EA. WAY . EA . WAY. � O I p � O � � �IIb ' -6" (2 J L A Y E R S �5/6 0 � 1 2" O.G. Q V ry r ^ � o � \ EA. WAY. p \.J N � � / � GARAGE SLAB ~ - - � �j � X � 0 / � SLOPE I/4 " / FT. MIN. � 16 " � 4 = Q O � / N O m � % - (128'-b") m ,n Q o` /6 / � � I � o � � � O / - - - - _ _� _ -- _ - - - _ _ _� � � STEP SLAB � STEP SLAB I STEP �Y� / STEP / , � [I10'-4 3/4"J � WALL 4 , �� o.. N J � o ?g„ / r+ �126'-6 ") � C � / / , O � (114'-2"] Q � � , � rL� � 16" � � � 'y , ' � �y STEP STEP 114 �-0 �� 5�P � STEP STEP � � � O �� / \ � N WALL LL WALL FT6. WALL ' � � U v / / (I10'-8 3/4 � 9`� (124'-5 V2") • � � � [I10'-4 3/4") -� \ \ [tl0'-4 3/4"] Q Q � � 20�� �°+rv 57EP 2� � DEPRE55 FOUNDATION WALL (114'-6 ") O = O STEP � ��� 8" DEPTH AT 6ARA6E DOOR � � � � � ? `S� WALL \ \ a� � (II6 '-6 '7 OPENIN6. ' � ' � U � �� / + • — [I10'(4 3/4"J �-�/ ` 5 STEP (I20'-O") � Q � U ry � � \/ WALL [I13'-O 'l < � \ '� o / (120'-81/4") •� � .0 � STEP LOWER LEVEL SLAB �24w � � O O FT6. T.O. G O N G. = I 1 0'-8 3/4" 5�P W WALL � � 4" FREE FLOAT�N6 GONG. SLAB (113'-b") \ RETAINING WALL (IIS'-O") � � '� W/ bXb - 10/10 WWM (TYP) �, WALL WA L [I10'-4 3/4" W/ SLOPING TOP �v � U <� STEP U � < - /6 „ \ �6y FT6. '� I I } n- N \ \ b �� N � N � / STEP } � \ wa�L O (II6 '-b" � � ry� (Ifb '-O '7 — � �� / / I10 -6 poa �-a'7 (I10'-8 3/4") \ �- [IO�'-2"] - PROJECT INFO . - STEP GP`�� �-� \ � / ENGINLERGARCIA WALL � SLOPE I/4" / FT. MIN. FT` ,. NOTE : oRAWN By: > o� FOUNDP� TION DESI6NED FOR JOHN G . MARTIN ,,� � 2500 P5� BEAR I N � GAP�G I TY N DATE DRAWN : 1 � \ � 4/ 18/Ol \ � Ilo ' -o " / X ' - X " INDIGATES TOP O� �OUNDATION WALL PROJECT NUMBER: \ / � ) \ DEPRE 5 FOUNDATION WAL [X -X ] INDIGATES TOP O� GONGRETE FOOTIN6 01 -0240 I REVISION : (118'-6") \ S�P 8" D TH AT GARAGE DOOR FT6, OPE IN6. [IOG'-8") \ / � 2. 13 STEP ��" �I I b'-b,�� WALL a. 4/13 3:00 _ � �� �t� :'T ' SHEET NUMBER: �� ,0 2'-10 10'-b " 24 '-O" b '-O" � tiR C �= � \�, � qqm `;� ' , 4;41 , �OUND �4TION �L ,4N 2a�� s � ^ � ' = L � . � -_ S2 SGALE : 1 /4 " = 1 ' - � " , � '�'��` �� � , , � � , � . � . . i ' ' � �o G'.' ..?} - - W 4, � t a�'�` � . 't!'�� ' .,�, ' .,.y � 140r . �.,�. � � . . . . . . . . . . . � . . . � . . . . . . . � . � � 'V � 'L-.h✓�� • /� � _ . .� , .. . ' ' ' . ;�. " ;7 - �.,- (� � ��, _� . . . . � . , ..f . . . °. ' .- - . .,. .. .. . . � . . . , � . 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R6'. - - � - ' - — - rr+a�fti��i/Y ii .. 0�5T:F' Jf•6:'a:Yc i J�_ 1r� . . - � a. .. . � .. , . _ ,. . � � . _. _ . . ,rAi. . . . . . , , . . , _ . . . . . . . . . . _ _ . . '�� _ . . . , , . . '�#"+ �.`�'�- . . , . � ... . . . . .�• , . . . � .. . . . _. -'- "' - - - „t , . . .. . � . ,. ... , . . � . , � . , . . , .. . . . � , . . � . . . . . . . . -. .� . :.r , . .. . . . � . � , , . . _ . . . . . . . . , . - . . . . . � _ . . _ . . . � . . . . . .,, . , . . . , . � . . . . .. . . . . . . - .. .. ,.. . ,. . . � . �� � . . - . . . . _ . ., , . . . � �Z k '� '�. ',�+ �. , .. ,1,��T4q�`' !y�4: <;,,� ADDED REINFORCEMENT FOR BLOCKOUTS: 1 � GENERAL NOTES FOR STRUCTURAL DRAWINGS : — 2 — �s/ao BARS 3 " FROM BLOCKOUT, EXTENDING WALL HEIGHTS AND STEPDOWNS 24 " PAST BLOCKOUT , ALL SIDES OF BLOCKOUT . PER ARCHITECT DRAWINGS . A. LIVE LOADS USED IN DESIGN - NORMAL WALL REINFORCEMENT DOES NOT COUNT HORIZONTAL REINFORCEMENT TOWARDS THESE REQUIREMENTS . ( REF. NOTE 5-L) 1 . ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 PSF 4' -0" MINIMUM � 2 . FLOORS AND INTERIOR STAIRS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF FINISHED GRADE � : z 3 . EXTERIOR DECKS AND BALCONIES. . . . . . . . . . . . . . . . . . . . . . . . . . t00PSF � � I E�VGINEERING, LL�C 4. WIND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 MPH � EXP . C --— — I 5 . SIESMIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ZONE 1 I 7935 EAST PRENTICE AVENUE 2 � DESIGN CODES : - ADDED #4 BAR 36" VERTICAL REINFORCEMENT $ UITE # 103 BLOCKOUT LONG AT CORNERS ( REF. NOTE 5- L) GREENWOOD VILLAGE, CO A. ACI BUILDING CODE ( 1999 ) 80111 8. AISC STEEL CONSTRUCTION MANUAL (NINTH EDITION ) PHONE : 303-804-5882 FAX . 303-804-5771 C . UBC - 1997 EDITION -- - - - ---- -- - - E-MAIL: 3 ) CONCRETE : i tekengrCa?msn .com A. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM OF 2 , 250 PSI COMPRESSIVE STRENGTH IN 7 DAYS AND A MINIMUM OF 3 ,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ALL CONCRETE IN CONTACT W/ SOIL SHALL BE MIXEO W/ TYPE II CEMENT . 8 . ALL REINFORCING BARS SHALL BE ASTM A615-GRADE 60 . WELDED WIRE FABRIC SHALL � � � CONFORM TO ASTM A185 . ( U . N . O . ) � c`rv N C . CONCRETE PROTECTION FOR REINFORCEMENT ( U . N . O . ) � ^ ^ � � 1 . CONCRETE POURED AGAINST EARTH . . . . . . . . . . . . . . . . . . " � � 2 . CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER o 0 . . 3 � r� � a . �5 BARS OR SMALLER. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . � - 1 /2 �� Z rn o� b . BARS LARGER THAN �5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z �� w 3 . SLABS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3�4.. (If REQUIRED) � O � FOOTING SIZE AS SHOWN ON FOUNDATION PLAN . D . LAP SPLICES , WHERE PERMITTED , SHALL BE A MINIMUM OF 36 BAR DIAMETERS . WIRE FABRIC vERTICAL STEEL STUBBED UP FROM FOOTING A MINIMUM Q REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2 " AT SIDE AND END LAPS, BUT NOT LESS 12 " AND 71ED 70 vERTICnL STEEL IN WALL TO PROVIDE � THAN 6 " AND SHALL BE WIRED TOGETHER . MAKE AlL BARS CONTINUOUS AROUND CORNERS LATERAL RESISTANCE . '_ OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING . � � E. IN ADDITION TO STANDARD WALL REINFORCING PROVIDE ( 2) �5/40 BARS, ONE EACH FACE , � � N W/ 2' -0" PROJECTION ON ALL SIDE AROUND OPENING IN CONC . (U . O. N . ) Q `L '� 18 " � � � � F. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 - 99 , SPECIFICATIONS MAX . � O � FOR STRUCTURAL CONCRETE FOR eui ��iNCS . FRONT V IEW , ^ � � � G . ALL CONCRETE SLABS SHALL BE ISOLATED FROM FOUNDATIONS WALLS , STEEL COLUMNS fJ .T .$ . FOR FOOTING STEPDOWN `� 0 � �, AND UTILITY LINES AS SPECIFIED ON PLANS OR DETAILS . �O PER Q � x PLAN � � U m 4) STRUCTURAL STEEL: O � Q p � N > � A. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM SPECIFICATION A36, LATEST ADDITION . ALL PIPE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A53 . 2x FRAMED ° X B . FABRICATION ANO ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION � BEARING wALL N i AND CODE OF STANDARD PRACTICE , LATEST EDITIONS . � 0 C . ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A307 BOLTS . (U . O . N . ) ANCHOR BOLT ° d e � � � i � � REF. NOTE 5 - K , ° � — � 2x PRESSURE a , ° a PLACE ( 4) �4/60 IL i D. 3 " DIAMETER- 11GA. ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 14. 7 KIPS MINIMUM . TREATED PLATE EvENLY SPACED LL' � „ 1 /2 " EXPANSION HORIZONTAL REINF . E . 3 DIAMETER -SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33 . 4 KIPS MINIMUM . (2) /�5/60 CONT . ° < STARTING 3 " FROM N � END OF WALI � � o MATERIAL IN fTG . MIN . 3" ° F. AT STEEL BM . (T CONN) COPE END Of BEAM AND CONNECT W/ L4x4x1 /4" x0 ' - 6 " 4" SLAB COVER 7YP .) 4" SLAB 8 " ( 1 ) �y4/60 CONT. ° a n ° = v � HORIZ . REINF. & (2) A 3 0 7 3/4" 0 T H R O U G H E A. L E G � � � PER NOTE 5- L a ee •, '-4-� ' � � — � ° �� _ REINFORCED CONC . COUNTERFORT, � � G. AT BEAM END PLACE 2x4 BRACING AT 45' FROM BOTTOM FLANGE OF BEAM TO FILLED 5 ` ° � '� ' - x .. ,, � g � HEIGHT 70 BE wI7HIN 12 " FROM TOP � � � WEB Of FLOOR JOIST. TYP . EA. SIOE OF BEAM �I I I—I I— —I I I—I I o d ' OF FND . WALL WITH HORIZONTAL STL. Q — L � I—II I—III ° e ' II—II I- � \ � ' � % •� � ° ° a e a TIEO TO STL. IN INTERSECTING FND. = O 5 ) FOUNDATIONS : III�II� 11 �=11 —II�-1 1=—(—II� L III } a � WALL 24" MIN . AND PLACE 4-VERTICAL � � 6 � 6x6 - 10 10 W.W. M . , � STL. EVENLY SPACED BEGINNING 3" � N � (� � FROM END OF WALL. ' i � N i._. A. THE SPECIFICATIONS AND SOILS REPORT ARE PART OF THIS DESIGN -' � e < B. PLACE FLOOR JOISTS AND SUBFLOOR PRIOR TO BACKFILLING FOOTING TO REST FOOTING SIZE C. PLACE COMPACTED BACKFILL IN L�FTS ALONG ENTIRE LENGTH Of WALL ON UNDISTURBED STEP IN SLAB DETAIL VERT. REINF. � � � � a a ( 4) �4/60 MIN O 24" O.C . � Q � U 24" MIN. PER FND. PLAN N T. S. PER NOTE 5- L ° ° e a HORI2 . STL. TO BE TIED < S E E S P E C I F I C A T I O N S N A T U R A L S O I L INTO INTERSECTING WALL � � C L�... D. WALL THICKNESSES SHOWN ARE NOMINAL. a � a° e • � � O O E . LOAD BEARING COMPONENTS SUSCEPTIBLE TO WEATHER SHALL BE FINISHED TO MIN . OF FOOTING ° #4/60 STUBBED UP FROM w � � 48 " BELOW AND 6" ABOVE FINISHED GRADE NNTERIOR FOOTING DETAIL PER PLAN ° a FOOTING 12 " MIN. AND — } F. WALL HEIGHTS VARY. REFER TO ARCH . DRAWINGS & DETAIL SHEETS ° a , , TIED TO VERTICAL wALL � � �- G. iF WALL HEIGHTS EXCEED 12 FEET OR IF UNFORESEEN COND�TIONS ARISE , CONTACT ENG. < REINFORCING. � U � ° U � � H . VERIFY LOCATIONS OF PADS & PIERS � � N I . MINIMUM 4' BEFORE STEPPING AT ANY DIRECTION CHANGE IN WALL COUNTERFORT WALL DETAIL } � � N J . PADS 18" SQ. THRU 22 " SQ. ARE 7 1 /2" THK . N ,7.5. } � PADS 24" SQ. THRU 34" SQ. ARE 9 1 /2" THK . � PADS 36" SQ . THRU 54" SQ. ARE 11 1 /2 " THK . J ALL PADS TO BE REINfORCED WITN �4/60 REBAR O 12 " O. C. EACH WAY, (MINIMUM 2-BARS EACH WAY) INSTALLED 3" FROM BOTTOM OF PAD . �� K. 1 /2 " DIA. x 10° LONG ANCHOR BOITS AT 4' O. C. , MIN . 2 - PER PLATE, MIN 6 ° FROM PLATE ENDS MIN . 7 " EMBEDMENT. - PROJECT WFO . - 1 /2 ° EXPANSION -_ _ L. HORIZONTAI REINFORCEMENT VERTICAL REINFORCEMENT 8" MATERIAL ENGINEERING BY: FINISHED GRADE SOLID BIOCKING REQUIRED FOR WALL HEIGHTS: FOR WALL HEIGHTS: FLOOR JOIST 3 ' OR LESS - - TWO �5/60 TOP AND BOTTOM 4' OR LESS - - #4/60 60" ON CENTER � 4" SLAB ( REF. PLAN ) OVER ALL SUPPORTS L . GARCIA 3 � - 1 " TO 12� - - TWO �f5/60 TOP AND BOTTOM 4� - 1 ° TO 12� - - {�4�60 18" ON CENTER -. • , DRAWN BY: � FLOOR BEAM ( REF . PLAN) AND �4/60 O 18" ON CENTER � � — - — T MATT BELL PLACE ( 2) #5/60 3 " FROM THE TOP OF CONCRETE ° . III=1I1_ AND (2) �f5/60 3 " FROM BOTTOM OF CONCRE?E =I� STEEL COIUMN W/SADDLE DATE DRAWN: =�-III-I , ' II- VERTICAL REINF . OR FULL WIDTN BEARING �=L a PER NOTE 5 - L 3� � 6 2 4� 18�01 -L-I ' 3. UNDER FLOOR BEAM SEE BASEMENT PLAN FOR WINDOW AND DOOR LOCATIONS, BRICK LEDGE LOCATIONS z L HORIZONTAL REINF . ( REF. PLAN FOR SIZE ) PRO�ECT NUnneER: dc PATIO SLAB LOCATIONS � -I . PER NOTE 5- L O � -0240 t � NOTE: BUILDER HAS BEEN INFORMED OF THE RISK OF SLAB-ON -GRADE MOVEMENT DUE TO Y �t4/60 STUBBED UP FROM FOOTING REVISION : EXPANSIVE/CONSOLIDATING SOIL AND ACCEPTS THESE RISKS + 12" MIN . AND TIED TO VERTICAL 1 /2" EXPANSION MATERIAL WALL REINFORCING. SPACING TO 4" CONC. SLAB i . ; n�� I . MATCH VERT. REINF. (OR REF . �e < e z j�., - - - ' = NOTE 5- M FOR FOOTING KEYWAY) J � n� fnI ,��_n� ' I I I I I =1 I I=L I I— �1 —I�l—I I I < . a . < ; �I=LI— 3. � _� =L—II JII —I FOOTING —III , a —I�— SIZE ANO REINF. =III� II-L-III-III-III CONCRETE PAD Q 16" MIN. REINFORCING PER STAMP: DESIGN SOIL: LKP ENGINEERING, INC. REPORT � 20125 PER FND. PLAN I-1I -Lj-�I-L� SIZE PER PLAN 2 ,500 PSF MAXIMUTA BEARING CAPACITY � FOOTING TO REST NOTE 5 - J �_ _ _ ON UNDISTURBED -� 4/13 3:00 - ' � NATURAL SOIL " OPEN HOLE INSPECTION REQUIRED ^, � (� ��� INTERIOR COLUMN DETAIL � .� SHEEf NUMBER: PRIOR TO SETTING FOOTING FORMS v/ N .r s. �: � ��' ���� �,,� FROST WALL DETAIL — _ ��� �=' ' �^ " N .T.S. � . 716 � � , ,J � � _ , ; ��s , , .--����:- � �_ �_ . � �� � :, • , .,,: _ ,i , �i `�-�' �.._- � . L.;:�%,:.s:.:- ;j „�i: L , _ � SY�i ;�~ : S �t � , . . � . ` t� 1 �.. �' .tk . ,J. ' S . . . . ' . . . , , . . � . . . ' ' . .. - ' . . N�1�'�.": . ,.. �. . . _ _ . . . •.ry - ...�. �' .tr "r.�r.rf.d�l' �ir :: . f _ . S .. . .. P•� �L : .� . _ . ' � . _. � . � . . ' . - _ _ . . .1 . _ _ . _ _ _. _ _ ' . . � . . . . . . . •_ . . . . � . , . . , . . � �. � _ � -1>. Y . ,.�. . . � . ' _ ` . '• . � . . . " . , . ' .. �:. . . . _ . _ , � . � . . . . � . , .n . � �. .. .� . ..vy. p• . : v ' _ . 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SLAB = 136'-O i/2" � � � � i _ � 6' � � � 8 RISERS � l 3/Ib" C � � V ' l TREADS � II " � �V � ` � Q � � � `I � =r° --�r� � Q � 0 � w 6 � � � a O m ry Q Q � �+ d � - -- --- --- -- r, �oFr �� LOFT LEVEL _ i � - - -- - � c� - - — -- - - T.O.GONG. = I31 '-3 1/4" _ _ _ - m — O a LA --- - - - - - ----- --- -- - � -- -- - - - - — �j T � � MASTER _ ° ry � J UPPER KITCHEN BEDROOM _ q R�s�r� � , s��b� PATIO BEYOND — e ,-r��s � i i ° , _ _ — _ _ _ _ �, Mas� L�� m MASTER LEVEL � _ – T.O. SLAB = 125'-9 I/4" `,- O � 8 RISERS @ l 3/ib' ? TREADS � II " LOWER PATIO �`" ry a � , � �- � � � -- -- - ,, MniN Lev� - — -- - - - MA I N LEVEL _ _ - - - -- - - - -- - -- m � °° .c - - - r.o.GONC. = i2i '-o" _ o t W�''�'�'�!'-,! -- - o = � o , �,�; �:--, � .. -- - - - _ _ _ -- - -- - - -- - — -- U � � L �-�� I"-Ti ._� iFll ; � O � � �,1T�. .. — n s T;�_ - r, - _ — a = ;� Q U o =�- � � , i � �n „ ' 3 MECH. GARAGE — ' , - ' ,� q RISERS � � 5/I6° Z �° �° � 3 BEYOND — �� T-r e ��s � n ° � , N N 3 _J r:�� ��,_ � �aR�,� � � � - E LEVEL -- -- - -- –_ _ _ _ _ = " _ � 6ARAGE LEVEL _ _O a � ^ � T.O. SLAB = IIS'-b " � - � � � � v ' 8 RISERS � l 3/I6" � ^^ � 7 TREADS � II " � c�l O O � (D ^ ^ � r; � " _ p) Q� U I � —� 1Y x ��\/ � � � 6 a � - ' � -�� i a � Z m � •- _ � 2 c . � i ' �' `'_ " O o ° " ° --- --- - ; ' �r -- -- �, �ow� �� LOWER LEVEL � a � `° .� = ' - T.O. SLAB = I IO'-8 3/4" - - ---- - - - -- - - _ -- - ' r � O � b'-5' STAIR NOTES: HANDRAILS, STAIRS, AND LANDINGS TO MEET ALL UBG W? REQUIREMENTS. 2 � UI � DINC� S � CTI01� , 5Tr4ffi� S � CTION � � A8 SGALE : 3 /S " = 1 ' - fd " F � � o AS SGALE : 1 /8 = I - m � � a �� ' � JOui`1 � . ° � _ * f:";�I'T`Ns� * � o fj c�.wJ� i.°f4G /� � Z Z � � H �� W ��`�,�� , qRG�� 9 ° v=i . i ., v� -✓' �.-.�--��_ _ _ !��`^'„' � _ �� _ _ � . , � , - � - - . ,. . . _ . , . . _ . _ _ - _ . . . _ _ . , . - _ - , . . . - . . . , _ . _ , _ _ . .. . . . _ - , � . _ , , . _ . -. • . . . . -3-..�,-.-.rra� .., . �_s_ . > > _ - - . - � �B _- _-_ � - -- - �> _ --_ — I — -- _ — --=_ , . -- - � - — - - - � - _- - .. - - - � ln - _ - - _ Z - - - — O -- - - -- -__ - - w N - � -- - - - F- > - - ' ` i - - -- Q w - --- -- O O O - -_- - -- - - - o � TOP PLATE �► - _ . . _ ' Q - - - --- - _-__ - - - - = 140'-4 I/4" - --- �- - -- - - - , �o - ' � � =--__ - _ --_ — – – - I - _ -- � UPPER LEVEL ti --- - - - - - - - - - - - - - - - - - - T.D. SLAB = 136'-O I/2" - -- - - - =-- 2 -- --- - - - - - - - - - _ � _ --- - _ , _ -- -- - - - - _ - � - - � � , �, '� i -- - - - _ � LOFT LEVEL I ` ' � i j I / - � Z � O O DI � _ - - _ _ - O I � � I, B A 4 -0 T.O.GONG. - 131 -3 I/4 \ i i �2 - --- - C t0 T I II I -- - - - � 00 ii I o i I � I i i � / , , � O � � MASTER LEVEL - - 1- - � I � �O � � O �p T.O. SLAB = 125'-9 I/4" � -- - - - - D2 ` ' I C� = 0 - - - - -t— -- -- ; -- i_ i i � � � V , I I � � ' � C I I � � � � - ' �'� � �� � � _ � �`: ? MAIN LEVEL I I I � � � � � ;�� �� �-�.� �,� m = � > T.O.GONG . = 121 ���� � � � -: •.ti- ��� 7�' - � � � � � � .9 I I I � - - - – - ` V i v I I � � C / � V I I I � � y � � ` I I I i � Q - O GARAGE LEVEL � - -- I - - - - - - - - I - - - - - - - - - - - - - - I - - - -- - � a O m T.O. SLAB = I 15 -b � �,, ', � a v � 4�_�," ; � SOUTH - EAST ELEVATION a �, LOWER LEVEL I Al SGALE : I/4 ' = I ' - e+ ' � � � a CUSTOM TRr4PEZOfD SNAPES T.O. SLAB = I10'-b 3/4° - - - - -- -- - c� r — .�. A� SGALE : 1/2 ' = I ' - � ' O J NUMBER TYPE SIZE INOMINAU SEMCO CAT. NO. __. . - -- - - - - - - - - - - - - - - . -- -- A PIGTURE 4'-O" X 5-O" P4860 ' ----- - - -- - --- - - - -- - - - - - - - - -_ _ B GASEMENT 3'-O" X 5'-O" 3660-i = - - _ - -_ - _ _ - - - - -- -- � - - - G GASEMENT 2'-8' X 4'-4" 3252-I _ _ _ _ _ _ - - - _ D GASEMENT 2 '-O" X 4'-4" 2452-I ' I ' ' � -- - - - - - - - -- ������ - - - � - -- - -_ �- _ _ - - - - - � E GASEMENT 2'-O" X 3'-0" 2436-I / ; - - - - - - - - - - - F-- � � - / - _ _ U � � - - - - - - - - - --- _ -- -_ -- F GASEMENT 2 '-8" X 6'-O" 3212-I � , i -- ;;'; �' _ _ W o0 � 6 GASEMENT 2'-8" X 3'-4" 3240-I _- -- _ - /j� - _ -_ - - - --- _ - -- ' - -- - 1=- a � H DBL. GASEMENT (2) 3'-O" X 3'-4" 3640-2 _-__ - _ -- , - - _ -- - - - - --- - - - - _ -o 0 _ _ _ ; - - _ -_ J DBL. GASEMENT (2) 2'-0" X 4'-O` 2448-2 - _ ` - - _ - I - - I _ - TOP PI�TE U o � - - - - _ _ = 140'-4 I/4' o �' K DBL. GASEMENT (2� 2'-O" X 2'-4" 2428-2 - - -- - -- - - 'Q U o L TPL. GASEMENT � '-O' X 4'-4" 24P364/52 --_ - - - _ -- - _ - - --- - -- '-� � M TPL . GASEMENT (3) 3'-O" X 4'-O" 3648-3 - � ---- ----- - -____- O O O ry Z 'a � � 3 , . . _ _ _ _. _ B A B UPPER LEVEL - � � N 3 N AWNIN6 4'-O" X 2'-4" 4828-II _ -_ - - - _- - - - - _ , �� � N N P AWNING 3'-O" X 2'-4' 3628-II - - _ . - � � T.O. SLAB = 136 -0 I/2 � I I Q AWNIN6 4'-O" X 2'-O" 4824-I � - - � - - --_ - -- _ - - uro Q ^ � � R AWNIN6 2'-8' X 2'-D" 3224-II � � � � d o 5 AWNING 4'-O" X I '-8" 4820- II ry ^ ^^ � - � � oo � T DBL. AWNIN6 (J� 3'-O" X 2'-4" 3628-21 I - - -- - - - - _ LOFT LEVEL rn rn � U DBL. AWNIN6 �2) 3'-O" X 2'-O" 3624-21 i _ _ _ . - - - - - - - -- - -- -- ----- -- ---- -- 2 m c . . � T.O.GONG. = 131 '-3 I/4" x V DBL. AWNING (2) 3'-O' X I '-8" 3620-21 � - -- _ _ _ a- O O t o � ' �� � � d a L� .� I p � • NO • � p �� .'� T } , �� � � [_I � DI FRENGH DOOR 3'-O' X 8'-O" 3080 � I V � V I D2 FRENGH DOOR 2 '-b' X 8'-O" 2680 I MASTER LEVEL D3 SLIDING FRENGH 6'-O" X 8'-O" 6080 � r ,. , , T.O. SLAB = 125'-9 I/4" D4 VERANDA DOORS 9'-O" X 8'-O" q080 I I . � � �� �4, ,1 � � �r �y ; S` ' �', ' u,�w I I ' � GENERAL WINDOW NOTES: I I � I . WINDOW MANUFAGTURER TO BE "5EMG0" OR EQUAL. I I I I - _ _ MAIN LEVEL � " T.O.GONG. = 12� '-O" 2. WINDOWS TO BE WOOD FRAME W/ ALUMINUM GLAD EXTERIOR. I I I I � � I I I I � ,� - - - - - - 3. 5EE ELEVATIONS FOR HEAD HEIGHTS. - 4. ALL SIZES SHOWN NOMINAL - FOR ROUGH OPENIN6 SIZE � � � � � ' 6- REFER TO SELEGTED WINDOW MANUFAGTURER 5PEG5. I I I I � � . . � _� ��, � � , . N BELLY-BAND TRIM: �- U �- , � � � � 5. BID LOW-E GLAZIN6 ALTERNATE FOR SOUTH FAUNG WINDOWS. I I I I i " ,- � r � I I I I 3X8 W/ SLOPED TOP. _ A 6. INSTALL WINDOWS PER MANUFAGTURER REGOMMENDATIONS. � _ _ _ _ � _ _ _ _ _ 1 _ J _ _ _ � WINDOW N�LL � _ � _ � _ GARAGE LEVEL �' , GONG. WALL V'V STUGGO GAP I T.O. SLAB = 115' � �� � � 9 i GRAWLSPAGE VENTS ' � I�i ! G. � °� O ��WINDOUJ SCHEDULE � NORTN - EAST ELE1/ATION , � * ��, ; T,,,� * � a Z ,q� A� SGALE : I/4 ' - I ' -0 ' i i _ - - - - - - - - - - -- - - - � LOWEf2 LEVE r C�� � `2 � Z w - - - - - - - - - - - - - - - -- - - _ - - -- - - - - - - - - - - - ---- - - - _ _ T.O. SLAB = II 4" a\,`C�, J 0 N �S �D AR� , . �_ r L ~--- ' i � . . . .. . . - : - . - - - - _ . . . ., . . . ,. . _ .� . . . y. . . - . � . . . . . ., , _ . . . _ .. ._ . , . . _ _ . . . . , _ . _ . _ _ . . _„ . _ . . .. _ . _ - , . . _ - . .. RIDGE -R(DGE RIDGE = 14l '-9 I/4" � � = 149 '-6 I/2" _ �50'-0 I/2 " HIGH RIDGE _ _ _ _ __ _ _ - - / HIGH RIDGE - - _ --- -- -- _ _ .. - -- - _ _ _ - -- - - - - - - - - - - - - - — = 151 '-3 I/4 " _ _ _- _ _ -- - - - _ 151 '-3 I/4�� m _ PRE-FAB. RID6E VENT - -- - - - - - - _ -- - - -- - - - - ' 35'-O" HEIGHT LIMIT � _ _ _ _ _ - - - - - - - - - - - - -- --_ _ _ _ - MAIN RID6E - - - - - -- - - - - - - - - � .- .r_ - _-_ = 148'-9 1/4" _ _ _ _ _ - - - - -- - - - - -- - _- _--- - _- _ _ _ - - - - - � �\ _ 1_ - - - - - - --- - - - - - - - _ _ - _ _ _ _ _ - - - -- - - - - - �''� \`,, �-w - - -- - - - - - --- - -- - - -- - - -- - - -- ---- \ �,�, � - SOFFIT GONSTRUGTION: FASGIA GONSTRUGTION: ROOF GONSTRUGTION: STRUGTUAL BEAM TAILS - — \ m '� Z WITH pEGORATIVE GUT -- - � IX6 TdG GEDAR 50FFIT W/ GALV. MTL. DRIP-EDGE ASPHALT 5HIN6LE5 (40 _ � -- -- - - m VENT d INSEGT SGREEN. FLASFiIN6 OVER 2X8 FASGIA YEAR) OVER W.P. MEMBRANE � -- '% O - -- ' . . T2 - - -- ' - tn - -_ — - - -- - - -- TOP PLATE -- -- - � > X SU i ' OVER GOLD RDOF RAGK _ - - - --- - - , - - - -- - -- _ _ _ - REVEAL -. _ -_, —_ _ - - -- _--- __ •.� �� � - -_ -- - = = 14-4'-I I/2 " o � GREAT ROOM RIDGE _ - = 141 '-II I/2" - --- — - - _ - — - - - - - _ __ _ _ -- — -- - - -- - — --- -- - - - - - - — — — — - - - �v LOFT PLATE ti _ _ — -- -- - — = 140 '-4 I/4 " - - - -- - - � _ - -- - ° -- _ -- � %; ii � -- T� - - - - - d' �/ �" / _- --- . - __ -_- i i ; ; - -- - -- _- -�m ' �/� i;� � - ' S ' =- - - _ - _ � � -_ - - - `- ; __ _ � UPPER LEVEL � //i� - — - - E — E - -- --- - UPPER LEVEL � T.O. SLAB = 136 '-O I /2 " / �/ - � �% �, i _ -- __ - - _ _- _ _ T.O. SLAB = 136'-0 I/2 " T - - --- _ _ . _ -- - � _ — i / � �/ _ - -- — _= I.. _ _ . - _ _ . � i % � � � / � -- — . . - - - � � _ � ��i; � i � -- - — — - J � � / . , Q" � N Z ti LOFT LEVEL � -- - - __:-_ - -- _- = I � lp - -- - - - - - T.O.GONG. = 131 '-3 I/4" , - _ - -- ' �_ �� - .� , � LOFT LE�/EL -- - -- - -- - D3 T.O.GONG. = 131 3 I/4 � � � _ - - - --- ---- - - - - -- O � -- - - POST AND BEAM GONSTRUGTION : � `r 4X8 GHORDS THROUGHOUT W/ �,�,C� � � , , � � - � - I 6 O � - DEGORATIVE JOINERY. �J ---�L"- . - � � � c� o` W,°j MASTER L�VEL � ` � � � � � � � � T.O. SLAB = 125'-9 I /4 " H H / I MASTER LEVEL C� � _ � _ -- _ - - I T.O. SLAB = 125'-9 1/4�� C � � � . , . , - U r�xe Posr _ I_ _ f= � ; � ; - -' - _ _ _. _- � — - -- -- — � � = , . - � i � - '� Z O > �' � ; _ � T i i i `� -� MAIN LEVEL ' - 1 I ' � ��f N T � MAW LE�/EL ry � � V T.O.GONG. = 121 '-O" / I I WINDOW TRIM I _ x - - A ' � � - - - . � , GO 5 RUGTION. �✓ P�GK RAILIN6 GONSTRUGTION: -j _ - - - _ . ` -_- - . . - - -- - - - . - --- - - - � / �\ � ' I I TR MDE X6 GEDARDAR i T.O.GONG. - 121 -O � C � cN U -2X6 TOP RAIL W/ SLOPED TOP _ x_ _ � � I I SILL: SLOPING GEDAR 51LL � _ `fi O Q ` C I= - - - -2X4 UPPER AND LOWER HORIZ. RAILS. � - V - - - - - - - - - I � � W/ 2X6 SILL TRIM � � N � � _ _ I X 8 5P A T5 W I T H 2" S P AG I N6. ' � � ' _ _ � � � I I I � a � L 6X6 OSTS. � � GARAGE LEVEL ' ` �a ' I I - _ 'n T.O. SLAB = 115'-6 " - - - - - - -_ � H - - -r � - ; i I- — -- - - i -- -� --- GARAGE LEVEL Q � � � � _ I � T.O. SLAB - I15' 6" V � - - -- - . . , I - - - - - - - - - - - - _ �_ _ _ i � _ _ � a' � I METER GLOSE � N LOWER LEVEL � -� � • � � � � L - - - - - - - - - --- - - - - - . ( �` - _ _---- - - - - - - - - - - - - - - - - - �- - - - - LOWERLEVEL N - --- - - T.O. SLAB = I10'-8 3/4" T.O. SLAB = I10'-8 3/4" � EXISTING 6RADE STONE VENEER - ALUMINUM GLAD WOOD � UJEST ( FRONT ) ELEYATION J M055 ROGK W/ RANDOM PATTERN, 6" Td6 VERT. GEDAR GLAD STUGGO VENEER: GUSTOM ENTRY DOOR TO BE VERT. BOARD ANp SATT SIDING : WINDOW, RE : WINDOW FINSH 6RADE OVERHEAD GARA6E DOOR 2-GDAT SYSTEM SELEGTED BY OWNER. 2X4 BATTS OVER 2X8 BOARDS SGHEDULE . A6 SCALE : i/4" = I ' - m' AND 8" THIGK GAP. — -�_-_ ----_ _ I -- -- ---- -- ~ � o U � U --` --_-- _- =-- - - � 00 C --- � - - - -- - - TOP PLATE _- - -- - - -- - - - ;� = 144'- I I/4 " —_ _ - - _ _ - -- _ /� TOP PLATE - - _ — o 0 il I � = 140'-41/4�� - - - --- -- - - - _ -p � 0 i / / II I \ \ � SOFFIT � � p rn _,,,, G D 12 � � � I I � '� \ LOGATION? ry a U o O . , 2�8��4� _ � � � p 'ex3'a° � � � � � % / \ 2'8X6' ^ - � � I I � 1� �+ UPPER LEVEL Z •� � N 3 � i � � � � � � � T � � T.O. SLAB = 136'-O I/2 " - > � '�`� 3 / ' �""_ N N � I I UPPER LEVEL � \ � \ m � � � � U - _ _ _ - ---- T.O. SLAB = 136 '-O I/2 " - _ _ � - O N _ _ -- - - - - - - - LOFT LEVEL cv o 0 . � ( - - - --- - - - -- - - - - - - � :� i � � � ❑ � _ � � , i - _ O �I T.O .GONG. = 131 '-3 I/4" - - � �p � � � N � � L - _ _ x �� � �-I <t --- _- - - -- -- - -- - - Z m0 � C LOFT LEVEL F � � � � � Q = o X o � � T.O.GONG . = 131 '-3 I/4" � � � O � � � � � � o � , � W \ � � � � a � .., `T - i � x � � _ "-'� �., MASTER LEVEL ;n O °- � � Q � O � � '� `fl T.O. SLAB = 125'-9 I/4" � N J 1 I � I D4 ' � `r � 'v � Z I MASTER LEVEL I I \ II ry J - - - - - --- - -- - - - - T.O. SLAB = 125'-9 I/4" � � � - - - - -- - - - - � MAIN LEVEL � "� - I T.O.GONG. = 121 '-0" � j '. i� _�� � � - -- -- - - - I 2 ,_8 „ � � MAIN LEVEL J � � � 4 9 2 8 � � T.O.GONG. = 121 '-O" i � 23,_0„ N \ � I � � � � "'-;s' .°„ GARAGE LEVEL _�1 - � � � � � � '� � T.O. SLAB = 115�-b ° ` ���`' �� � � � � I _ F CO � � � GARA6E LEVEL I � I � ,� � - T.O. SLAB = 115'-6 " --- I � - ---- -- ---- - - - -- �--- -- N I � I ��'I I; ; G. � � p I L. - - - - - -- - - - - - - � LOWER LE�/EL I * � �:�t7.iil (i� * � � z - �- - - - - - - - - - - - - - - - - - - - - - - - - - - _ • _ _ - �- - - --- - -- - - - - - - - - - -- - - - �� . � - - - - - - - - - - - - - - - - T.O. SLAB - I10'-83/4" � ��� ,` Z W - � d SOUTI-E ELE �/ATION _� LIYINC� ROOM UJALL - ELE1/ATION z SOUTN ELEVATION ��ti , ,���`�� 9 ° N A6 SGALE : I/4 ' = I ' - 0' A6 9GALE : I/4' = I ' -0 � n aRC� A6 SGALE : I/4 ' : I ' - 0' , ( � 1� � L , - . , _ i �. i . ' _ ' O r � �t N Z 0 i�i N � > a 4, ib ' -o " o � � '-q „ '-O" 8'-O" I '-O" MEGHANIGAL FLUE TYP GHIMNEY BOX Z l^U GRIGKET �B � � a � � � �- T -� - � 0 Z I E � I �' � � c cc O •— T � � MEGH. FLUE _ - � TERMINATION I O ` � � I — � � � \ � � � � / V — O ,. ; I c � � V _ � � , , , ,, , � a� — , '� i� �� ��� -o . _ � — ,�.° � I � V N � �� � 1� I m 2 = > o� � m 10 : 12� PITGH ( o c � � U �\ TYPIGAL U .O .N . 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S�S•� 28 INDIGATES INTERIOR DOOR WIDTH . DOORS AND DOOR HARDWARE TO BE SELEGTED BY GONTRAGTOR. � � �� � pE CO� D o � r , � g�4��- JOHN r,. "o �, � � rr,,;, �j��N * � _ . . , , ,,. /�� ��33 �.42 � ; o �L: � � � . . � y k . _ ` 1 Q . � - '? 1 �� .� 4 � "to-} I��� . � . � . . ,(� � ? Y h . . \ . " 1 . . 4 11 . � ' . � . �,, , . r _ ' , ��SFn A �c�� 9 m W � . . . : . . � , ; - , � , ,. A � ��_ � ;� •. . ., _ �•f'f� � fCy' �, �1��: �� � t • . � i �.` i T . � . . . � - . . . . U O N � ' . . ' . . i" . , a � � , . . . � ' x, � k ; • I/��,� , _ ,, )I � �. / . r�'. . . � , . �. . � ., / y, _ Nrh} .J� ST. �1y}� � 'i{ ��� � 1vU K..��� fUS7 �� � . N � _ . . . . . . . . , � . � . . � ..�i {� . . 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' I i - • L� ' - . . i '� , r/... . . i r Y ;1 . z . . r - !�:$ . ° i � ?'�.: . �' 1r _ ' i . . : �_ .. .. .4. .i � � �. . . � , .. � . - .. � - , �. in � .( � �� ,,��A•`/ . M i�. � � � � . r . .'. � � ' f . - I � . . .. , � . } ' �. _ � ��' "s .r d ,` . . . .;1.:� . � r,' • � •i '�. . ' + 7 . :�" �: ���` �•,'�� .. �w?acF�.1�'�� ,�13���.i�t� �_ a� . , �:5�.. j �'f� ' ~1. it� i � `�� � � �:�S�i' � 1.:.1 ._���.iw�.�.eia.ri:�_ �li - :J►�4��� '�, �\�� —t'yeFir�:�'"-�.�.��y heac•_•�?.'Li I-l .,r��� w - _ _ _ — '_ _ . . . _ . ,� _ _ � •��A� _ . .� . _ ' _ — — _— __ — _ _ _ _ _ _ t - � t.- _ •yi A ��. 4� T�� G 1. � ✓i ' ti,/r� . ' _ ti.+Y .f� ' i; !v - . w-i ',t a � 'Y.°�_. e L h '^ : c ��J ; . 1 :� , '� . . . , r. . . � �, h �ahY. � . . . � . .. . . . . . . . '�' �- . ; i ' i... l. � _u . _ _ � - . . � . � , �� . 4 � ' . � � . . . ... . �., . . . . . � . . _ . . .. _ . . _ � � .^�: . ' . _ _ . . .. - _ . _ _ . . . . _ . . . . � . .. . � . � . . . " . . Y .. M1 , . . . � . . . . . . . r '. . _ ' . '.�^ ' . .. . __ . . . _ . ., . � � . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . 85'-I I�" 60'- I�" 2�,�_q�„ 2�_� �,� 19 �-0" 5'-O" 6'-O" Ib'-O" . 12�-0�� � I � I � N Z O w N � > Q w - o � � � 3� ���R��� o �� RETAININ6 p�,h Q�' WA.LL � qti� z ,�0 � \ O Wc,�RKBENGH N T / � ry� O � s / l.� Z O ACL� -r � � � I VENri �_v{-n�! C c0 �+y ,3,� I HR . RA�D � � Z � r ' ��'� MEGH. GH SE - GRAWLSPAGE : � �� A ABOVE � � Q 5' MAX HEI6HT BETWEEN LL J �� \ O � � I LAYER �IL AND JOISTS. ` � � I LA ER \ � � 5/8" TYPE X GWB � C� � 5/8" PE X 6WB � I HR. RATING � O � WALLS AND GEILIN6 � � I HR. RATIN6 � / � V � O � WAL AND GEILIN6 Fc Z-CAR C ,� � U �" � MECH. GARAGE � � = c — 'b O RE STRUGT , DW65. FOR = Q � I SLAB INFORMATION. � � _ � uj�' v � l'-b��� 5�" 10'-2J��� � o � � � m � U h\ � 0� / GRAWLSPAGE : � � 6 �_6 ^ 3�_9�" � m C � C� V � �2Q 5' MAX HEIGHT BETWEEN 28 ,nrr �••l/ G OoSER � � L C � 501L AND JOISTS. N i — — 18 ' W. XB' H. � Q � O �r � � ' i;' �/ENT OPENIN65 ' - - — — -- — -- -- -- \� y. \ PER UBG 'Gl � STORAGE 1\\28 � OVERHEAD DOOR � Q � � . � � IP ' _ I I � � � �p � � a g�9�„ o N a N � , � �, � � � - � m � �, � /� /y 4 � � U w V/ , � , , � — �� � i �� � �'� �� ��d5 �3�., STOR_ � V � � � � � � r , 4 , � 28 v ++ � `o„ 28 � _ J / �x — — — — — — — — — %� i � � _ /� ' � � 6 METER � � 24 ���/ � GLOSET 9��� � , 8,� b ° 18'-I " � �_3�" 8" � � �Sg�, Q5 - — F v v 9` 20 - - - - - - -- - - -- - - - - -- -- -- - - - - - - - - - - - - \ O�� � BALGONY . ,� h \ STAIR NOTES: PROJEGTION ��" HANDRAILS, STAIRS, AND LANDINGS ABOVE TO MEET ALL UBG '9l REQUIREMENTS. ' i�i' 1� II RI5ER5 � 7 3/8" = 6'-9" EHU � Q �, „ RETAININC � °O � \ \ Q ,bLi � I�O �ADS o II = 9 '-2 WALL O w � o � p \ � � � � 00 C _ � �p � [-�..N� e1`hl� l� � '� ..�� f-ieits_.11 .� N � o � � / � V 6. p. 1 F�f . �.i i� <'�.1� � � O � � � � � ��� �'� � n � � � \ . / ��, O\ ^ ������ � .b� Q � S � /' f � , FLOOR PLAN LECzEND � /,3, � '` �1� i� � ��" .. = 3 � �s�-, � ����f � � ,D� Q INDIGATES SMOKE DETEGTOR GEILI�UG Z �v � M 3 LOGATION RE : UBG '9� REQUIREMENTS. � � v c� 3 �� / � � 3O�_, � � � N N / , � OO IND�GATES EXHAUST GEILING FAN S �C• 1 � �3 . Q ri t� , 2- 9 , � 2g �0 '� a, ry LOGATION RE : UBG '9l REQUIREMENIf'S. � ,�d. � p U 1-CAR � �p�`,, - _ �P � INDIGATES FLOOR DRAIN LOGATION . /� 'p„ � GARAGE i S � 6R�A GALGULATIONS : � � o o ; � g�,3j�, �Y Rd5 INDIGATES STANDARD ROD AND SHELF. L OW ER L EV E L : �JG 2�I- 5 .� . o �� �8 j � '' MAIN LEVEL : 2162 S .F . Z ` �' � INDIGATES WINDOW AND FRENGH DOOR 2 m c . . � UPPER LEVEL : 1335 5 .� . �,., o x v ' LOGATION, 5EE WINDOW SGHEDULE c� O a a �O � � � � FoR size a,ND �ArA. TOTAL 6RFA : 3q24 S .F . � j � 2g INDIGATES INTERIOR DOOR WIDTH. �NOT TO EXGEED� : 3�I �J�J S.F . � - DOORS AND DOOR HARDWARE � � A TO BE SELEGTED BY GONTRAGTOR. , � ,y0 . � \ j °' � , � � � Z3, <,� ,p � �F � �< �� � 2 '-10�" 10'-b " 24'-O�� b�_�° F• a JOHN G. � � .� � g � U * 2� �.� � �1� � � � o .�`� _ . �/' �� ��c� o z � z �- j� �"FD ARG�\ � m w � , v� � vzi . �< � . _ �� ,��.,� ,�..,�—r. .� � � �`__,� ' - . p � i . . . � .. � � ." . � I � . � . . . . . . . , t - .; � . , `. . . : . � . . . � . . � ! . . 4 �4 , � �u � . � .�. � r� . , , .. . . _,^. � . . � i � - . � . ... _ . "� .� � �� ' �. � . .�. / < < . .. � . .� � �� ��n14a . . • _ _ �. � _ � ' . . . . . . _ . .. _ . . • . . _ _ . . . _ . . _ . . . _ .. . � - � w. . _ . � . . _ . . . . �. .. _. . . .. . . . . _� � _ . . _ . . . . . . _ . . .. . . — . . . _ . . � _ _ . _ _ . . _ .J61 _ _ _ - c I _ _ _ _ � . •_,�� - . _ � GONTRAGTOR TO VERIFY POWER LOGATION OF UTILITY — � �44 Po�E snieours 5TIJGTURAL ENGINEER: OVERHEAD ` E �� _ - - - - - POWER UNE TELEPHONE - �5� LIMITS OF �_ RISER TEGH ENGINEERIN6 (�J �-� GONSTRUGTION 2: I � �"�- P'.T� 279. 51 ' � � � FENGE � � M� ��°'��-� o�,� -� - --� 13g. s� S61 'S5'Ot "W 7q35 E. PRENTIGE AVE . SU. 103 — GREENWOOD VILLAGE, GO . 80111 �- � ( \ - �+--�- pµ.� P�— �"'- (303) 804-5882 I PROJEGT GODE SUMMARY /3g �- � , - , � 80. 00� J]�qWING INDEX � z _ � z � _ _ w � L0T 2 � Occupan�y UossiFica:iar : � _ O R-3: Single-Fanily Resldence _ w \ - _ 0 . 3798 ACRES ARGHfTEGTUR.QL DRAIUINGsS � j l36 _ ��„ ,_� � _ szesidentia� ca�oss ��oor wea _ _ � _ �� � _ 1552 MATTERHORN CIRCLE ' — __ _ AI GOVER SHEET , SITE PLAN a W w _ o � T�� . ' �u �� — _ A� BASEMENT LEVEL FLOOR PLAN U � � Prlva[e 6arage Cxoss Floor Area: �3� - - - - --. ToTa,� � w ` /S` A3 MAIN LE�/EL FLOOR PLAN 4 - Z ��$,� O4 / � QS ROOF p�EVEL FLOOR PLAN pcc�pant Load: l32 _ � �'� / Ab WEST, SOUTH, NORTH ELEVATIONS R-3 o I /300 sf of unit SKJace = -_ � � i v( � o i/2oo sF of �n�t spaoe = - � _ � � � / �l �3QlJTH-�AST, �-�£JUTH-WEST ELEVAfilONS 1� GonSwction Type� _ � ` - ,_ __ ` � ' / AS BUILDING AND STA�R SEGTIONS rype Y Nr3n-raE�d �J� - � ^` � . _ - - 4l `\ F,�B a�5,5�,�6: - _ _ \ - . -- - � L,ar�sca� DR.awir�s T Re _ - - Gar e to RaSicientlal wail canstructioo r+lu �onform � /. .-��- - to or�ie-hour ratmg per I44� UBG. -' - . _ ' _ _ -, _ / - LI LANDSGAPE PLAN � r�ech. chase wa�l constroction wiu coniorm (Y� - � - - , � _ _ � / STRUGTURAL DRAWINCsS O to one-hour roting per 199'7 UBG. - - - � `� V ��'' _ _ � - _ � _ / AI FOUNDATION NOTES / DETAILS Z � �•�eight E Pknriber oP 5tortes: � ` �-- - _ � Two Sto��es + basement 32'-e• hk�hest poht �-- ` - ' �4O - - - A2 FOUNDATION PLAN � � � � A3 MAIN LEVEL FRAMlNG DIAGRAM .� T b ' � � --- � � � � ' _ - � � 1 A4 UPPER LEVEL FRAMIN6 DIAGRAM � � ��' � rn � _ -� P^no . � � � i _ __ � . - � . � � � — - AS ROOF FRRMING PLAN O � � - �25�-6• i'�` \` _ - _ - �_ O � � 124'-0' - i � _ \ \ - _ � � GENERJ�L NOTES: ����-0• _ - _ ,� , '�?.�A � , ��� �� --� �- _ -- � �-- — - -- � c� o oi Do not scaie dra�v,9s RE��IN6 WRl_L - -_ 3 � � e�� ' � ' / ^� `� � - �_ __ _ � _ _ / - , _ — — C ij � V . ol VerHy ail aanem�ons, �ona�uor�s md uul �ocatiors o^ PATIO - - - '� � �. -� � l� \ \ � .. -_ -- - _ . �I � � I �� � ���1� 11"1 � � �1 - - • � the Job stte prio- to Geglmtrcj rny work or orderng 120'�i' i �� - - �. \ - .. � ` 1 �� ` � --- / ` � . -- - - � -- - ' ``~ c�y macerais. P+ocrvy w�nic$�c o+ c.y coneiiccs or �2�`. �\ � _ \ � � � � Q ' dl5crgperfclBS h thB doc�me�[s imm9dlately. � RID6'E` � � (/� p1� � � ISN- 1/4' �. \ RI \� - ) 3p -- — 5 5EV'ER � _ �� AreaS OF co�flicts Or dKtrepa�cbs m5t be fvlly wArER � � � � ' � � - - � - - � �so�-o n• � � re5olved rvRh wrftten ovai from the Arcr��tect kxf��e . � ` � aPpr MANHOLE �A � � c«swccbn contmues m ttase areas. _ _ � _ Wl WATER � � � U RI �y �2 � � \� i51'-3 11�t �h �� _ 6' HEI6HT�6NG. — G 6A5 � > �� � �:G PIrn dimenslons are Ca fa�e oF stutl -- - or voce of concrete M�ess otherw�se notect. � � �� ' � - - _ �c� ' � � � � �� _ � RETAININ6 ViALL E ELEGTRIGITY C � � U 5ect�on cmd eievation dimer5lor� ore to top oi < i � i � � \ D � - � � � 1271'�O' - ---- _ , � 5 concrete, top of piywooa, or top oF wau piates 122'-0' � � � RI "� " i21 \ \ � � � -- — (A ` ` � � 114'-O' GABLE N � or top of wau plates or beams unless otherwise 120'-0' � � Nb`�f 1/4' \ � '�i I/�' �y` � i ' � _ _- — -- — TV � Q , O L nocea. 2' BOULDER I / \\ < � � � - - . � --- p}{ TELEPHONE a ` l; � ` _ � m N OS Provlde ali neceesary blocklny �n sWd walis and RETAININ6 VVAL_L � � � � � �`� � i � � �,.' ceiu �ocations inuude lait ore rot ikmted 148'-9 V \ � �G � � � � �` - --__ — — --- — Q � � to � a�a wa�i-mounceca vixcures, toneu, v�uNDOW V'ELL �. � -C�ii \ / � _ _ ALL UTILITY LOGATIONS, � coiiec accessories, cabinetry, co�ncercops, sr,ewes. � 14'-0' 1�� � � � � � _�2O - FIOOK�JPS, Ai� LIt�S TO ` � uoset rods ancl fake beams. i � — - -- _ --- - - METER GLO�.�ET SHALL BE � � \ �� \� - -- -- - - � O6 (2'8) danotes eoas: refer to Fioor �ans far door � � _ � — FIELD VERIFIED BY N P 146'�i I/ RI � \ \.\ �\ _ �• bcations. Door riorbvar•e to tre se�r,cteA by o�w�er . __ _ — GONTRAGTOR BEFORE � � � 4l'-9 I/4" \ \ � , ` _ � GOMt"IENGEMENT OF ln Ol � cbnotes whdavs: �efer to e�evotwns for wviaoH /� � � \ � � / � `�� � _ GONSTRUGTION N r �ocntions mG swnq. \V w � 'I � ��,< \ \ � -- �- z N ( NCs ST�4T 15T I CS ctePer to wndow Schadu�e for r+trkbr+ ty�es. � I , •' .. _ � — a0 148'-4 I/ � / \ �- ~ � � � - 0 O 08 Goordinate all electrlcol md mechonkol fixtyre6 to O � - - � - - - - - - T J . � \�� � � / -- fIC NILhh GOIIYIGj, fb0� qfltl WOII SPqLB9. V9�'IFy wlLh �/ ` � � ''- - -- — � .+u-cMtect rlien dlvertkg from drawYV}s. M / � � � , +•• _ c�a i� tne erenc tnac aad¢ionai aecai�s or g�wance is `� � �� _ � Z �� � � � � _ _— — -- LOT AREA Ib,544 S.F . � rieeded ty ttre GontracCOr For cansGvctlon of my / i T.O. 110'-B 3/4' � �, � � �� . cr�pects or tnk pro�ect, r+e snou a�n�reawceiy nou€y uie � �3'-0• SITE GOVERAGE : - :�rchitecL Failu^e to 9Ne ariple rotice sholl relleve _ _ _ , _ __ _ _ _ __ _ _ _ _ _ � PAT10 / � . . -- — — - r.��r,n�c oF �a9p�airty. 1 � a'-i• .- , MAXIMUM 20`Xi OF LOT f�REA _ 3,308.8 S.F. Ic \2O ' Ri� / / ��:'' PROPOSED SIT� GOVERA6E 2,671 S.F . Tho Cxrerai Gontrpctor shall be respa�ble for , 140'-8 I/4 satisFyrg au nppikanie coaes rna obtaming au I 1 - _ permas rnd �eqokea appro�a�s. rnK pro�ect �s � �" IMf'ERVI0lJ5 MATERIALS I ,142 S.F . govarnea ty uie unirorm evuavg code iaa� eaiva�. I � P�'T�o ` / ��Q LIMITS OF coae compitrnce is mrnaarory. nie constrvcuor� - - - - - - - - - uo'3• � GONS7RUGr1oN LANDSGAPE AREA : _ Dou�rrencs shali rot permit work that aoes rot � � �� — � - - _ _ E�R�� �►'�E MINIMUM 60� OF LOT AREA 9,926 S.F. (10.5Xi) confprm to qli relevmt codes IncludYg UBG I � IN RIOR , �� j p�• PARKIN6 �� � , � " PROP05ED LANDSGAPE AREA = 10 S.F . ma aii iocai and regwnal coaes. � I � T� � SPAGE � ' / ';�' EROSION GONTROL ' �� ~ � O ii The Gd�era� Gontraetor md Sibeonuaetas snoii r:e „� I R I D f a E P A R K I N G � � 9XI9' TYP . II8 I 1}FI'-II V2' SPAGE � i ��q�^f�7�( / (51LT) FENGE. �� 6RFA : U � � coor'4YiUte mO obtain C�raval from the Mchltectl I � _ _ 9XI8' TYP \ij \ LOGATI�. .��,� � � / U cngmeer t�efore ay u�ttvg, rotcnxg ar o-nixg ot _ _ _ _ _ _ _ _ :�. GRFA MAXINUM ALLOV'�D = 3,955 S.F. w °� e my cost-in-plac.e concre[e, steal Franlny, or any othe� I � _ � � � � / :� ��. ; GRFA PROPOSED = 3,924 S.F . _ � structu'al elemen[s rtikh may afFect the stnictur'ol ._ _ _ _ - -___ __ " 11 O O 'D � mre�''sy °f �"e b"°°"9. '/ `� � � � ' Lc.�GATION E?� STAKED BUILDING F+EIGHT MAXIMUM = 33'-O" � a rn i � 5ibstlWtions oI "Equai ' p'oducts wm be ac�eptabie IIO � �� / , ' ' ' ' ' HAY Bf�tLS FOR SEDIh1ENT = � only Hith Owne�'s wrltten apprwal. Lhlyue 5peciFied � ���0'�' � i :�' BUILDIN6 HEIGHT PROPOSED 32 '-8" a o t �ce,� «�e ��,�,aa � ��rzy ��►�� ��y. j / C.Orl�OL SHOWN HATGHED c� o �, i3 it �s the mtenc and merno-,g of these aocurr�ents that RE AINI� WAL � G f6l�J � = 3 the Lpifrp�tpr qnd each ` NcontraGtar provlde all I 16 'i � Z � � ^ 3 Ictwr, materiak� Crcvr,por[atbn. suppues, equ l p m a n t. e t c. -- - . ` III '— ,-�O �,� :�: � d N ; to obtam a compiete pb r+¢hh the recog�ized � / � G � N N � � I I sto�dmds oF the triWStry. • •.•.•.• . � � .�. . . :�....:.....:..:..:..: L 0 T 1 Q � � o EDGE OF GRAVEL DRIVE � �.�• ;'.•:.•.•.•.•• �SNOW STORAGE � d � � FOR ADJAGENT LOT � uo� • �'�' d'�' '�' 0 . 4689 ACRES . . � � ;�;�':� AR�AS SHOV�Bd . ' � p . � OOW:! `�'�+"te N � ^ > / " ' � � � � '� � � � � � � G G�T�ED 1554 MATTERHORN CIRCLE , � � �� � ' +�p�� C� � � a, � I 14 is'-o" , ''�' � ? �A �r o ........ � GONTRAGTOR NOTES : _ _ _ / rv,� Z ' � •- I . ALL PLUI�IBING, ELEGTRIGAL, AND HEATIN6 SYSTEMS TO BE "DES�GN-BUILD". LIMITS OF SETBAC.K � � .•:•:•:•:::: ' m � = c ` C,ONSTRUGTION �g' � :ti�:titir:.� �— o On' � / :'. . ..•. . . . . � O x 2 . ALL SYSTEM REQUIREMENTS AND LAYOUTS TO BE APPROVED BY OWNER. F�E . ; O O s o � 3 . ARGHITEGT TO BE NOTIFIED OF ANY DISGREPENUES BETWEEN GHOSEN SYSTEM io9'-O' � �� . . �' � a a � � AND ARGHITEGTURAL PLANS. � '��" � • ASPHALT DRIVEWAY 4 . RLL INTERIOR FINISHES TO BE APPROVED BY OV`WER. ER05�ON GONTRc�L �� � HEATED AREA TO STOF' ' ' H N T BE DE5�6NED BY KITGHEN GONSULTANT AND APPROVED BY OWNER. fSILT) FENGE. m % AT PROPERTY LIN j/ � 5. KITG E O 6. BATNROOM FIXTURES AND FIN15HE5 TO BE APPROV�D BY OWNER. ' � N _ � � G 7. WINDOWS TO BE SELEGTED BY OINNER. I I2 ' � _ - � ;:,:,.• •�•�•:•:•� 4'-O' VVIDE L01�L- PAN _ - \ (Windows to be clad, dovble glazed w/ Low E-gla5s) - «� � �;��'�'�'� W/ �' +NVERT , - , , 8. Gi?ADING AND GONGRETE PATIOS TO SLOPE AWAY FROM PERIMETER OF HOUSE. �� _ __ ' " � IA " GMP �'_R�''�S _. '!L JE T G a. ALL SITE WORK AND LAND�.�GAPING TO BE DIREGTED BY OWNER. LOGATlON OF STAKED - � ' � " HAY BAILS POR SEDIMENT � _ _ • GONTROL SNOWN HATGHED '— �� 147 . 90T N5g'22 '1p"E 10 -0 � � � � 105'-3' � � I — i05 ' \ �� EXI5TIN6 DITGH WILL BE ` LOGATION OF STAKED ' �,pNTRAGTOR TO j / / �NVERT tr�G) I��T REGRADED TO MAINTAIN HAY BAILS FOR SEDIMENT V�� �qGT LOGATIDN APPROVED �0 �. P051TIVE DRAINAC�E TO GONTROL SHOV�P1 HATGHED �., pF GA5 STUBOUT Commun'ity DevelopmeM G O j�� m � �'� I ` THE NEW GRO55 GULVERT. p�rtrngnt 4 QE C C` �' T GONTRAG70R TO \\ d Butlding SS18ty & I�upectlo� � � � s � VERIFY EXAGT LOGATION � CONCRETE CURB Servkes OF SEY`�R STUBOUT __ . — � 10"I,-b, 107 . 2 � � \Q ASPHALT ROAU TOWNOF YAIL _,,;,uN r. O � O O be�ykm 106.1J. UaKA 1r1�i�C�M���d o� �C �,,�.,:+�TI�� iC � S) R = 47 5. 00' R�FERENCE ur ymting of a pettnh a+iP� � � �hellnabeconstroedtoEe � ie� �� � ��yeY� �/ 'Z�� � 1�� ,` w O L = 49 . 99' SCALE: 1 " = 10• � SITE PL �4N '°�' °f '�` PfO'"9O0iO�� "�Q����a CH = N53'Q2'S9"E 49. 97' g 8 g � �� P���B � � �� r� «� � � �F �'v Z o s to ts 20 30 \ ,[� , , SCALE : I ' = Im ' - f!� ' `°°` orm'trc` °cd"°ncadthelmYidal�Inotbev�Bd. ,` o @�admt �od oihet dtla sh�U /�j Z F-- I R C L E ��.� _i The issuance of a pvmit Me[d ou P�d. W� � �of �E�p AR���� � m W M A T T E R H 0 R N C �ot prevcnt �he building offidd itom f�+� �f W urors in �ud Pians. speciRpvons and o�hcr deu. w tmm P�°� _ pperatior.s hcing cart+ed an �"�.,eund�•r �.F;:� �n violatioe of INs tode erd 9 � � �pya�hcrnrd�-�.r.�tqf !h�,tic_ . �. . . _. � v �. J � INTIALS t J u„1E: � -...�-r...�qsqr� ; �. ����� � . � � A . ��- �.�.. . Page # 9 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space . Openings shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced to l0a of the above if ground surface area is covered with an approved vapor barrier and the building official approves . For a 460 . 0 sq . ft . crawlspace area : Ratio Minimum sq . ft . of vent 1 / 150 3 . 07 2 ) Provide 18 - inch by 24 - inch access opening to the crawl space area . Note : opening may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2317 . 3 3 ) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is 12 inches . - - Sec . 2317 . 3 1 ) Provide a window or door to the exterior from every room used for sleeping and basements . - - Sec . 310 . 4 A window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches (minimum ) , and a clear width of 20 inches ( minimum ) . - - Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens , halls , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in all sleepinq rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a smoke detector that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 Page # 8 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle 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 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts , provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas vents , factory - built chimneys , piping , or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts , provided the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 4 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Table 6 - 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 . 1505 . 1 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 . 1505 . 3 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 . 1505 . 3 exc . # 2 For a 1915 . 0 sq . ft . attic area : Ratio Minimum sq . ft . of vent 1 / 150 12 . 77 1 / 300 6 . 38 3 ) Where eave or cornice vents are installed , insulation shall not block the free flow of air . A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing . - - Sec . 1505 . 3 Page # 7 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle SMOKE DETECTOR REQUIREMENTS : 1 ) 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 . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 . 9 . 1 . 4 3 ) A smoke detector is required on all stories . - - Sec . 310 . 9 . 1 . 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 . 310 . 9 . 1 . 4 NOTE : A smoke detector is required in the basement . - - Sec . 310 . 9 . 1 . 4 4 ) Smoke detectors are required to be wired to the building ' s power source and shall be equipped with a battery backup . - - Sec . 310 . 9 . 1 . 3 5 ) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 FIREPLACE REQUIREMENTS : FACTORY BUILT FIREPLACE : 1 ) Unit must be an approved unit . - - Sec . 3102 . 5 . 1 2 ) Clearances and hearth size must be per manufactures approval . - - Sec . 3102 . 5 . 1 3 ) Chimney height must be per manufacturer ' s approval and Table 31 - B OCCUPANCY SEPARATION : Between the garage and the residence , materials approved for 1 hr . 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 3 - s & Sec . 302 . 4 exc . # 3 � . . , . Page # 6 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 4 Locations : 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and 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 and 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 qlazing 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 ) Glazing in an individual fixed or operable panel , other than those 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 . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edqes is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water ' s edge . 10 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface . Page # 5 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle STAIR REQUIREMENTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches - - Sec . 1003 . 3 . 3 . 3 , Exception 1 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 1003 . 3 . 3 . 6 , Exceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 inches and the maximum opening size is 4 inches . - - Sec . 509 . 1 & 509 . 2 , Exception 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 4 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle FOOTNOTES : 1 ) EGRESS - An operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area must meet the following . - - Sec . 310 . 4 1 ) The minimum clear heiqht is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs . 2 ) The number of exits is based on Table 10 - A ( Dwellings ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable of providing two air changes per hour . 4 ) The requirement for an egress window in the basement is based on Sec . 310 . 4 ROOM DIMENS20NS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection . If the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area . Other habitable rooms except kitchens shall have an area of not less than 70 square feet . - - Sec . 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 Page # 3 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle FL NAME AREA MIN . LIGHT MIN . VENT NO . EXITS EGRESS - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Loft 194 19 . 4 9 . 7 1 No 2 Bedroom # 1 256 25 . 6 12 . 8 1 Yes 2 Bathroom # 1 138 . 0 6 . 9 1 No 2 Bathroom # 2 49 . 0 2 . 45 1 No 2 Bedroom # 2 215 21 . 5 10 . 75 1 Yes 2 Bedroom # 3 201 20 . 1 10 . 05 1 Yes . 2 Bathroom # 3 41 . 0 2 . 05 1 No 2 Aalls , closets , etc . 306 . 0 . 0 1 No TOTAL FOR FLOOR 1400 1 1 Great room 386 38 . 6 19 . 3 1 No 1 Dining room 175 17 . 5 8 . 75 1 No 1 Powder room 31 . 0 1 . 55 1 No 1 Kitchen 262 . 0 13 . 1 1 No 1 Nook 68 10 . 0 5 . 0 1 No 1 Laundry room 85 . 0 4 . 25 1 No 1 Master bedroom 275 27 . 5 13 . 75 1 Yes 1 Mascer bath 158 . 0 7 . 9 1 No 1 Office 154 15 . 4 7 . 7 1 No 1 Halls , closets , etc . 583 . 0 . 0 1 No TOTAL FOR FLOOR 2177 1 B Garage EHU 244 . 0 . 0 1 No B EHU Efficiency Unit 404 40 . 4 20 . 2 1 No B Bathroom EHU 49 . 0 2 . 45 1 No B Storage room 103 . 0 . 0 1 No B Mechanical room 104 . 0 . 0 1 No B Garage Main 667 . 0 . 0 1 No B Halls , closets , etc . 178 . 0 . 0 1 No TOTAL FOR FLOOR 1749 1 Yes BUILDING TOTAL 3577 2 Page # 2 Code review for : Project Id . : Hilb Residence Address : 1552 Matterhorn Circle EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 - A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non - Bearinq Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wal1 Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No None - - No fire protection requirements for openings . 3 / 4 hour - - Openinqs are to be protected with 3 / 4 hr fire assemblies . SOo of the area of the wall maximum . - - Table 5 - A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq . ft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not permitted in this wall . Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd . Vail , Colorado 91657 ( 970 ) 479 - 2138 Plan analysis based on the 1997 Uniform Building Code Project Number : BO1 - 0060 Date : May 8 , 2001 Project Name : Hilb Residence Address : 1552 Matterhorn Circle Contractor : Ranch Creek Dev . Occupancy : R3 , U1 Architect : John Martin # 203142 Construction : V - N Engineer : Tech Engineerinq Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selec * ed 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 with the permission of the International Conference of Building Officials . SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 50 . 0 Feet 50 . 0 Feet EAST Property line 16 . 0 Feet 16 . 0 Feet SOUTH Property line 49 . 0 Feet 49 . 0 Feet WEST Property line 15 . 0 Feet 15 . 0 Feet Page # 2 Code review for : Project Id . : Address : � The Soils Engineer of Record is requiring an open hole inspection prior to footing placement . Please provide this report at time of footing inspection . g Approved numbers visible from the street is required . - - Sec . 502 g Handrail required on exterior stairs . - - Sec . 1003 . 3 . 3 . . ' Town of Vail Building Safety and Inspection Services 75 . South Prontaqe Rd . Vail , Colorado 81657 ( 970 ) 479 - 2138 Plan analysis based on the 1997 Uniform Building Code Project Number : BO1 - 0080 Date : May 8 , 2001 Project Name : i-Iilb Residence Address : 1552 Matterhorn Circle Contractor : Ranch Creek Dev . Occupancy : R3 , U1 Architect : John Martin # 203142 Construction - V- N Engineer : Tech Engineering � Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a complete listing of all pcssible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a • [ e19oduced5622 Portions of the material contained in this program are p from the Uniform Building Code with the permission of the International Conference of Suilding Officials . # SHEET IDENTIFICATION CORRECTION _REQUIRED_______________________ 1 Include a copy of the soils report for this site . - - Sec . 106 . 3 . 3 2 Attic area requires ventilation . - - Sec . 1505 . 3 3 Glazinq in this hazardous location is required to be glazed with safety material . - Sec . 2406 . 3 & 2906 . 4 q The enclosed usable space under the stairs is required to be protected by 1 hour fire- resistive construction . - - Sec . 1003 . 3 . 3 . 9 5 Show an access ( 18 X 24 minimum ) to the crawl space area . - - Sec . 2306 . 3 6 The crawl space area is required to be ventilated by either an approved mechanica '_ :r.e : ns � " bY oP2^ '- "as in the exterior walls . - - Sec . � � �' G . �