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HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 1 LOT 3.pdf � � 0 0 � � NOTES. 3 � � � 1) LOCATION OFIMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS � 9 FOUND MARKING THE SOUTHERLY LOT LINE OF LOT 3 u � � LOT 2 • 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE � J o 00 PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. / � � � s `D� .. �000a� 3) NOTICE• ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION o, � .� c°n d �o BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST / � �' � � ,� ^ DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN � °` `^ � °`-� THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION , i� L SHOWN HEREON � ,�4��Cj� / � `O � // 4) MONUMENTATION AS INDICATED HEREON ,Q5"W SEMEN� � •5 E � �f'r; E , S�2 ��NP�'� P� -°'��` _ M p,�N �j; , ��\���� PND / ` � � � ` 46 3 / � ' �.��' �o °- � � � 1_.. �'°��".~�a,' �� // L " M'S ` . l O � ° � �� � 215 °' 'i �. �T� e--�I 126 �"� � �� 4 !` • �o'�� _ "9 2 5� N � '� AA ('y � . Z � 1l;�� !� � O�j O, ,~� N U= w � /� p.9 O 9 � � �,`\i��� O w v � � � � � Q 5 0 ' s, W � ,fi F�I � � � � O / � . � 8�'Z� � / � � rt U ( r l app8 2/ � 80�9 3� � w u`� Z 3 � V N ' � � ' � �� .�, 09� �9' °9� z � MATTERHORN �W � •ry"' o. ` ,84 Q � r l � � . �4 � 25 0 o VILLAGE a v � SINGLE FAMILY HOME \ Q O Z � — FF = 7994 0' � � � C "� O �T� R A D I U S_ 1 3 2.7 4' � w o = � � ��� � DELTA — 40'44'06„ (DRIVEWAY UNDER '� �° `°° ARC = 94.37� CONSTRUCTION) �,, � � � (�) W e , / � ao,��j ' \ 'y� ' , �} � � . / • � �; �� O � `/ � `= , �° �a;� �'' ��...� � �rTl � 5� , �,..,..— � � F+i ���� ,J n �� ` \ 500' [� � � O 1�5 ^ � F""� w N � ' LOT 3 ,z�� ° � � z5 r�l � � �� � � 0 267 ACRES �� O � � � /� � z5 ` o M � w/� � O � N�' h�+�l � V � � O � � (JI � O 4 ' O � � � � L � Cn �� � �— � � — 39•g� � —� FOUND PIN AND CAP �' � Y ANp MA�NTENANCE EASEMENT � � u�nuT � _ 1 p3.2� � , G RAP HIC S C ALE �— � g SSp•28'45 W o � ^ 10 0 5 10 20 40 N I I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR DAVE HILB, THAT IT IS NOT � O o f A LAND SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR ( OTHER FUTURE IMPROVEMENT LINES � o � ( IN FEET ) Z FOUND PIN AND CAP I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 7/29/2004, 2 1 inch = 10 ft. Q � EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT � LOT 4 THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, o a � EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR , BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. % _ Ato��qAA@�d�4,Ul���e � ;, , • ,L��../�i.�� �,�;��''��0 ��e���� v � `„° ' �`���`�°���°��a'��'�`�3 � o. BUILDING ee���"����°� � � � a �o � � PROPERTY LINE SAMUEL '�i. ECKER Y ° � �' : o� '' PROPERTY LINE (ADJOINING) COLORADO P.LS No. 30091 ��� o ' 0 '� i m m � � . • • RIDGELINE �,���a�13 f ye..:e,�,�,�•.+p; � � o ' i F� � •oo�ao�� `'r��'�A° Q 41 m �dA�'��,���l L�1����.°�' o � > a��s��e����= , E3�I ; � i ?��34 l � ec� �, �3n65C� 797 � � C�'Fd �P�lCalr$�ERINC�a F'�1l�rE �l ? � � � � �� ��� � T � � �L, � L �:�. q; i� : . : �s. , � � i �g �q � ' ` . i ; a !�� I ' 1 �� i � � � �� �� .G �CJ ��V � �� �� 1' t � i i � ( � � ! � i I i i '� ' � Yd t'�XI �iT �� � i ' i, @� RT� � � �/�f� � � �/e L�,/ � �, � � ��d.,., ' f' .G. I „ , � � !Ys' �L 1� t7 B� OC� �) I i' ..; . ; f " C NG 1°� C?f� IM1lC°� �I �O G� ' � , � �,;� j i � I �°W 4� �� � ! � " .� . �. �'. � 1 ' , ; I � �(� : UR� G� °f(? A � FZCa � ' � � � �M � � A F'L. I i� �.lo T� PO R! G i�� T� � ; ' � � � , � � ti �2 � , " _ ; , �2 � � i . � � �- � ; � � � i � � � � I WI X� �LU �P E �� M � � ; , , , � � � �� P� ; „�,.. � ; ; ' � �(� �E ; ... .. . . ! t; } '' �„�+.. 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O�A� ������ ` �r1c.,�ineeri�� �ncl Starveying InO , ������ �` �05 Edetweiss Driva � BpZem�n, Monce�e 5971 B � PhUne (4��� 567- 11 15 m Fax (4�'j6j 567-9769 / www. ehen4in��rs.com • info�'che�gineAre. com �`�$�� � ' �r� f ! �� /' " ,�04107 � � ���� �/ � °`\ � �.�\. ��,. " �: � � A '�� � � l•. � � �� , � � - .� S �� , .,.a.:�� .".�.`�'� . . * �,� �� Town of Vail , Colorado Building Safety & Inspection Services 75 South Frontage Road Vail , Colorado 81657 ( 970 ) 479 - 2139 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B04 - 0024 Date : March 25 , 2004 Project Name : Bernstein Address : 1758 Alpine Drive Contractor : Hilb Occupancya R3 , U1 Designer : John Martin Construction : V - N Engineer : Edward Wilson Report By : GREG DENCKLA 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 selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material conta � ned in this program are reproduced from the Uniform Building Code w .ith the permission of the International Conference of Bui �_ ding Officials . SEPARATION DIRECTION BOUNDARY AREA IIVCREASE FIRE PROTECTION NORTH Property line 17 . 0 �eet 17 . 0 Feet EAST Property line 17 . 0 Feet 17 . 0 Feet SOUTH Property line 30 . 0 Feet 30 . 0 Feet WEST Property line 55 . 0 �"eet 55 . 0 Feet , �� �� = of ��_ � � � � � � � ( � z b � P u j �" . ty� � (� q �pj{�� � ,. � �'� �6 a ,� � Y " �� �C "� 5 § v�' `� r �i � � �Y�f�N � ,::,f++ai" �.,.:'�' k �,j '*'• " .2 6' � � �@Z[7 � �v.i �� � f3 �p�.a " � � � �,r<> y 0. s.wS3 i` . L r fi'. l . � � . ..i t 4� . S � F F f � � � � � � t �. � t�� � �` � � . � ,�� �2� � a �y � �� � , �d ,_� � ��� r t� 6 '� . ...%,� � �.A��...�".�s ,� �°� � , �„ .� � �'..� <� _ .� .s, � @' `{� s� � �C,«d `� �k� � . �,�;,'_ &�.Y� �r� �r��� � p � � � @ R..� �, Page # 2 Code review for : Project Id . : Bernstein Address : 1758 Alpine Drive 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 - 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 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 Con.struction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour Nane Any No U1 0 hour 0 hour None Any No None - - No fire protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fir. e assemblies . 500 of the area of the wall maximum . - - Tabl. e 5 -A , Footnote 5 & Sec . 503 � 2 . 2 Maximum single window size is 84 sq . ft . with no dimension g .reater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not perrnitted in this wall . Page # 3 Code review for : Project Id . : Bernstein Address : 1758 Alpine Drive FL NAME AREA MINoLIGHT MIN . VENT NO . EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Loft 90 . 0 . 0 1 No 2 Bedroom # 4 256 25 . 6 12 . 8 1 Yes 2 Master Bathroom 106 . 0 5 . 3 1 No 2 Her Closet 272 . 0 13 . 6 1 No 2 Her Office 20 . 0 1 . 5 1 No TOTAL FOR FLOOR 744 1 1 Garage 602 . 0 . 0 1 No 1 Utility room 102 00 5 . 1 1 No 1 Living room 578 57 . 75 28 . 88 1 No 1 Kitchen 176 . 0 8 . 78 1 No 1 Office 126 12 . 6 6 . 3 1 No 1 Hallway 90 . 0 . 0 1 No TOTAL FOR FLOOR 1673 1 B Game room 351 35 . 1 17 . 55 1 Yes B Bedroom # 1 223 22 . 3 11 . 15 1 Yes B Bathroom 1 85 . 0 4 . 25 1 No B Bedroom # 2 162 16 . 2 8 . 1 1 Yes B Bathroom 2 90 . 0 4 . 5 1 No B Bedroom # 3 153 15 . 3 7 . 65 1 Yes B Hallway 206 . 0 . 0 1 No TOTAL FOR FLOOR 1270 1 Yes BUILDING TOTAL 2417 1 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 followinge - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The miriimum 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 exter_ ior openings for ventilation . - - Sec . 1203 . 3 Such system sha ]_ 1 be capable of providing two air changes per hour . 4 ) The requirement for an egress window in the basement is basPd on Sec . 310 . 4 Page # 4 Code review for : Froject Id . : BerrisL � iri Address : 1758 Alpine Drive ROOM DIMENSIONS : 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 sha11 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 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 . 10 � 3 , 3 . 3 . 9 Page # 5 Code review fore Project Id . : Bernstein Address : 1758 Alpine Drive 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 doorse 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 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 ) 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 panelso 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges 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 # 6 Code review for : Project Id . : Bernstein Address : 1758 Alpine Drive 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 . 9e1 . 4 NOTEo A smoke detector is required in the basement . - - Seco 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 . 90103 5 ) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 OCCUPANCY SEPARATION : Between the garage and the residence , materials approved for 1 hr . fire resistive construction are requir_ ed 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 - B & Sec . 302 . 4 exc . # 3 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 � � GENERAL NO�TES: CONTRACTOR NOTES DRAWING INDE� r ! � 09 In the Bvent t}lat addittonal dBta115 Or lda'1Ge Is � 6 � � oi Do not scale drawings. � GOt15tP'UGt1011 DOGUfY1e11t5 NO�: ARCNITECTURAL DRAIiJINCxS � � F ° � needed by the Gontractor for canstnw ton of � � oz veri�y an dimenyrons,corx��t�or�s ana utiiity tocations on aspe�ts of thrs prole�t,he shan �rrnearateiy� noti tt„e These Gonstruction Document5 (ncluding Architectural.Sheets AI to A7 and Structurai 5heets SI - '�• � o O , °�,_::T the Job site pr�or to beg�ming a r x work or orderr�g Arch�te�t.' Fath,re fo gtve ampls not►cs sha 1 relteve }� 54 have been pre pared in res ponse to the s pecific Basic 5ervices re c iuested b y the Owner �� GOVER SHEET , 51TE PLAN � o N �t 'ti w,y materbis. Not�fy Architect csny con�i�cts or nr c h�te�t o f resp�mmty. contem latin �ontinued invoivement, sele�tions and decfsion mak(n the General Gontractor A2 FLOOR PLANS - LOWER � MA�IN LEVELS N i ' dlscrepa�cies h ths douxr�er�ts tmmedtately. P 9 9 � o � ' io The General Gontractor shall be responsmis for QnC� OWt10f' tI'lf'OUgFI GOfP1pIBtI011 OF GOt15tf'UGtiOf1. These documents indicate the scope of A3 FLOOR PLANS - UPPER � ROOF LEVELS N o � 03 � Areas of confllcts or dtscrepancles must be fully saEisfy�ng au appitcabie codes and obtamrng al1 architectural desi gn con�e pts a p proved b y the Owner and in�lude dimensions of the buildin g, the DOOR $ WINDOW SGHEDULES � �- c" O r e s o l v e d w i t h w r i t t e n a p p r o va l from t h e A r c h i t e c t b e fore p e r m�t s a n d requ t r e c�approva is. T h t s pro Je�t �s es of structural s stems and an outline of the archftectural and structurai en ineerin � • � cor�structton cont�n,es �n those areas. gwerned by the Untfam Butldrng Gode, Iq97,Ed(tlo� �p y g g A4 ELEVATIDNS - WEST � EAST Q � .. �► ��(��5 � , elements of construction. These Gonstruction Documents provlde the scope of services as AS ELEV�TIONS - NORTH � SOUTH � �? .°c � � 04 Plan dlmenslons are to fa�e of stud ro"u,m�t� stwu not rt work that aoes not OUtIIt1eG� lfi �'le AC�f'eefYlEfit fOf' Af'G�11teGtUl^QI SEfYIGP.S Qt1G� thef'6f01^P C�O flOt 11EGe55Qf'IIy It1G�1GAt6 q � ' or fa�e of concrete unless otherwise noted, ca�form to all rsievrnt codes Includhg UBG or describe all materials re uired for full erfomance and com letion of the Work. It is the � °�' `` x Section and elevatlon dlmensions are to top of and all local and regtonal codes. q. P P A6 BUILDING SEGTION � � concrete, top of piywooa, or top of waii piates understanding of the Archite�t and Engineer that the Generai Gontractor shall furnish ail Work ►—� � � o _ , or top of waii piates or"beams uniess otf,erwise ii The r,enerai contrc�ctor cna 5ubcor,tra�tors shc,�i fteld req,ulred for proper completfon of the Work and that the Work shall be of sound and q.uality �'`� ��LDING SEGTION _,._, � � ��d• coorainate and obtatnapp�oval from ths Archltect/ GOt15tf'UGtiOn ifl QGGOf'G�Qf1G6 WItI'1 1f1CIU5� 5tQf1G�APCIS Qf1C� QII 111Qt1UPQGtUPef'S SpeGIflGQt10t1S, AS DETAILS � � v G�gV�eer before a�y u�tEir�g notching or drtnrng of � � � OS Provide all necessary blocking In stud walls and any cayt-In lace conu-ete,stesl framVt j,or any other inStf'UGtiOf15, and wamanty req.uirements. 'Ttie Gontractor, based an the foregoing, shall prepare � � -� ce�lings. Locattm�s Includs buE are not 1lmited s��Qi e��,� �,�,�„�y�f�t the stn,�t�l for Owner review a reallstic budget with a latitude of prices based on assumptions of 5cope of LANDSCAP� DR4WINCsS m m � � � o �J � to cetitng and wall-�mounted fixtures, tonets, ��y � �b„�id�, Wp�k Qnd OWflef pf'OCIUGt 5EI0Gt(Of15. LI LANDSGA�PE PLAN / LIGHTING PLAN o o V totlst ac�essorles, cabtnetry,countertops,shelves, GlOSet rOdS ca�d fAke beams. 12 5ubstitutlor�s of `Equal'products Will be acceptable � `ti on�y with owner�s written ovai. un�que spec�ied Gontractor's Responsibflfties: STRUGTURAL DRAUJINC=S ` oh (2'8) aer�otes cioors: refer to floor plans for door items are u�tended as quau specifrcations oniy. The Gontra�tor shall be res onslbie for field verlf In all existin conditions, Gonstruction , locattons. Door Hardware to be sele�ted by owner. p y 9 g 51 FOUNDATION PL/-�N ' i3 it �s the �and mernrng of tl�ess dou,ments tt�at Documents, 5tructurai Documents, muntcipal and/or county zoning codes, pertlnant UBG 'q� code S2 FOUNDATION DETAILS ; , o-t AOaenotes winaows� refer to elevattons for window ��,�.��.��,�a,�.��,�.�,�a�i rec�uirements, and General 5pecifications. �, Iocatton5 and swtnq lalaor,mater�a�s,trar�spor}��on,supp��es,eq,uipment,et�., 53 MAIN LEVEL FRAMIN6 PL�N � �zefer to W�naow �'"xF�edule for window types ��,�,Q����Wft},h����,i� The Gontra�tor shall be res onsible for ali Mechanlcal and Efectrical en ineerin , desf n, = standards of the indus . p 9 9 9 54 UPPER LEVEL FfZAMIN6 PLAN / DETAILS 08 Goordinate ali ele�trlcal and mechan�al fixttx�es to �! � f�t wi�,�,c6n f�oor a,d wau s. Verlf �,itn speciflcations and drawings as req,utred for building permit and approvai by Owner and � �' j` �' � y Af'GI11�Gt. SS ROOF FRAMING PLAN � � Archttect r�hen dNerttr�g from drawings. o � C � ` � 1 } � , 99 ����n Po� ZONING STATI�TICS �° �-� � O� ANCHOR E DEAD POLE 1�G� � N�N NTCq� ` �� ��,��e` � ZONING: Pi�IMARY /SEGONDARY _ e �q & � � 9 (NON-GONFORMIN6) ' �eMEN CN PEDESTAL O � ' � / TELEPHONE � v�Gb`� ���at� LOT A�REA = .26�1 A�GRES = I 1,630.5 5.�. r� _ i ! �Q PEDESTAL �l p � , 51TE GOVER�4GE: � MP�XIMUM 205� OF LOT A�RE� = 2,326 S.F. r I 5,-0. ��.i �� S��04�3 � MA rrER PROP05ED 51TE GOYERA6E = 2,142 S.F. ;� �i �ic�r s w NpRN wAU. GRFA�: � � • � 6� �i�+r ` ���•SO• /��qGE 15'-0' 1� f TA • $O(�..�\yVALL, GRFA MAXIMUM /�LLOWED = 3,332.5 S.F. � , SETBAGK \ � .� , �98� \� GRFA TOTAL PROP05ED = 3,323 S.F. 0 N �� J� � T'� \ ' FWND PIN dt CAP � � �' o • � B�. \\ �, LS. N0. 3783 L�NDSG//�PE AR�A: � . . s� (aFV.= �sss.r� z o �, .� ' �, �`'�'-O c� MINIMUM 605b OF LOT ARE/� = 6,9�8 5.F � d' o� ` / � ' ' • . •, ' • . P �o- . PROPOSED L�NDSGAPE /�REA = 10,000 S.F. 'Z ' `" • � J a ry : .: •` :- b'f94'-O' Q � w �`' • , ' • ', � n W Q W ,� , : � * . ' � = r . op � ZZ / � ��� , • . °`'._' � : . �. . DRIVEW/�Y GOVERAGE: � � _ � ` � oI —a � . � �� '.: , • . � ., � . �' M�4XIMUM 205K OF LOT ARE� = 2,326 S.F. � ° ". f PROP05ED DRIVEW�4Y GOVER�46E = 1,700 S.F. —�-'� . � JZ q � + . N� �Q w . ' ; °. . (� �g 80�8-i � ( ` . , • � Z � .� , . I a. � ° R, ���'. _ :�' BUILDING HEIGHT. � � ,,,_, � . , _ e°'4-'° b-�94�, ; f BUILDING HEIGHT MP�XIMUM = 33'-O" � � c �� � .- - .n,� w � ` , - • ' BUILDING HEIGHT Pi�OPOSED = 32'-4" '� `�' � 9 , c. v� � \ M V 't • ' ~ R' I � � •'`- � Y • � � }:r�' �a � -0� II �i�'� II • � � , � O � � • a � G.� ` . eo�°�"` —� ' - • � � . I MAIN LEVEi_ IS'-p • .Lr � o , LOT 2 �,� .o�. = ,aa4�.� �,4� ��k GRFA CALCUL.A.T��NS. � � � , eo'10-0 ` BASEMENT LEVEL � � _ ' a. r TA.SLAB = '7984�-0• �°v GRFA� G�LGULATED A5 IN51DE FAGE OF � � , ( o EXT�RIOR WALL. '� � � � ' I f� � '^ � � � -°, � �,� q'XI8' � v -rqe2�-o a ( qGES I u�-o• W , GRFA: � y � �, � � , � , � � LOYVER LE1/EL: 1,363 S.F. �"�"'� , ��-o G � MAIN LEVEL: 1,171 S.F. ` e'OJNa-�' �1 �a�-s L ArI�oN� �r►- `� UPPER LEVEL: TII S.F. 7�-o � ~ I �� _ - - �w Z L 0 T 4 GARAGE (OVER 600 S.F�: 18 S.F. 'p �:A � l�� , � `" - -- - Q Q TOTAL: 3323 S.F.' � s�+ O� ��• � qea�-o • GARAGE 6cov.2a o - - - - - . Q w r. �.' . ,� � � ' I TASLAB = 9 '3 I/4' /'� - - _ __ - N y v � �- �,_ "'°��' C� , 5uB-B�AS�t 'N�r L EL '� '� � - 3y ?Q � �, -. � C^� `� I ►- TASLAB = 980' ' � � - '-_ _ X �� CL� . � "' ,�r� , G�' � � _� r. . �? 2 ` � . � , � ` � , ". • ��,� ,� � �1 �J�, `� �� +Q �. ,��„ � � �s ��_ _ �� '-� • �a;��� ., - � �e�.;�►< < , - - p BUILDING CODE SI�MM�IRY � � L���' - .�, .. � -� � � - r.o� � - -� ��, _ � ���i��.�' . � ° / ���'_ � _ = , � ,q�-�• _ - _ . � ;� �x��= : •• .. �• s,�� f�� _ _ APPROVED � � Dccupancy Glassiftcatton: $A� = - �:. ' - � � �4 < < - Community DevelopmeM -rqes-o ` ° , : �'�; -�° k' - � - r --- - � � Department `�R-3: Single-Family Residence � - - . , � � , , ��s'�'<' '- � f � - - ��I: Private Gara e �� f ���_�' x _ ��,.� `� Building Safety& Inspection g _ - - !6� �, ,° ` y��e►; - � ` "� � - • �r� Services � ' \ � .�v �, _ - - . � , � ht w . ° w _ . �- , ; = - - T��QF�nu+ �/R-3: Restdenttal Gross Floor Area: � �h 9 - ° - �'� - _ `��Y -�--•.�,. '�►� _ - _ - Sectlon 106A.3,UdGl� �{h�Ak�of PermiG The issuanca TOTAL= 3323 SF. �" • � ^' � J � 1 �� � ) , : ' ', '�`� ' ,_ " - -- or granGng of a pe�t Ot�� yOdRcahons and computahoos 4� �y � ^, � ��--�` � - �� < , �j`w ry�'� ��J , 5��. ahau�oc be consaned d M a��a approva�o�a�y�no�anon oi C� �I: Private Garage Gross Floor Area: V � Z � , � � f rt `�` ° . � ' � _ any of the provisiona Mt6Uoe/�otd�y►�atordinana of the jurisdicdao. TOTAL= 600 $F. 't"r" ��, aq �i , � , � , . °r, , y •'h �`` ' ��f,�3 � - - Pernucs presummg w�iv�e aalharky Io tibWe a canal the provisions of t!� G.� �/1 � J\ � ' ',t,'' � ' code or other ordmances ott6e jo�itlfC�iop�Mll not ba valid. � •� � , I � R - - � .. '��,r {, � '' ' , - The�ssuance of a permit bued 0o p1�oR,epai5cations and other data ehdl OGGU ant Load: � � '~ � - � . � -_ - \ P y :� :, . . � not prevent the buildma olflCW 6om tha+eaR�t reqtunag the cortahon o[ W Q,� � � � R-3 � I/300 af of unit s ace = II ,..., � ��t - _ � � � _ - - errors�n sa�d plans.tpecifi�o��sd othe[d�ta�ot ttom preventing buildioj F� �j Q„� •� � � �.�.�_ ^ ,� , - _ ope�aaons�emg cae�an�der wheo in violaaon of�his cade a d (,��_� � I/200 sf of unit spaee 3 � � � � R� - ^ � � ..�ti . . _ _ �oy other ordmances of thi� �-.� G� w EDGE OF _ _ ~ ~ _^` a� � �~ � G � -3 l � Gonstructlon Type: � � . ..� CONCRETE 1 �„�._- - - _ �DS�qpE �� ��a - ; INITIALS. OATE: DRIVE ti � -__ � ` �tM I - - j�,.�� , _ --- --� - ���.pe V Non-rated , w � � �Ct � � rti ER0510N GONTROL '1 - '�'` � � ` � " � � �'�� ` , 3 LO T 3 Fire Reststance: � � � �^ (SILT) FENGE. . ' ` � � � � 0.267 ACRES Garage to Residentlal wall �onstructton wtll � �� y r A conform to one-hour rattn er 1997 UBG. ,� LOGATION O� STAKED ' - g p • .�' � , _ ' HAY BAILS FOR SEDIMENT �:I�� � -b 1758 Me�h. chase wall �onstructton wiii conform � .�i� � � GONTROL SHOWN HATG Mqx / � to one-hovr rating per 199'i UBG. � � '� \ ' / ' _ Q / .. � _ \ � .a.� r� � \ f5:1��Iapet� `i' �"� ,+� Q� ry � � , � `7 Height � Number of Stories: U � � � � � � � ^ �� `�9p� 32'-4" highest point •y � Two 5tortes + basement \ � ^� q �—� �� ^ r �� ^Q' i ; -� — g � v �NLET �2�W'��°`����` _ UTI LITI( LEGEN D � J � 5 6 � TELEPHONE .� ��� SEWER MANHOLE Q. PEDESTAL 5 SEWER ALL UTILITY LOGftTIONS, � � SNOW STORAGE AREA �►'i' IM ELEV.= 7985.7' � „ � - ' _I SHOWN H�4TGHED (2 AREAS) �/� IN RT E�EV.= 7975.4' � SCALE: 1 =10 }„� �.�R HOOK-UI'S, AND LIhiES TO Z � AREA = 600 5.1� r (BASIS OF ELEV.) � METER GL05ET 5H/�LL BE � EDGE OF FLOW LINE 0 5 10 15 20 30 G G� FIELD VERIFIED BY CONCRETE Q C35SK OF 1700 S.F. DRIVEWAY) � � � DRIVE cuRe & �uTrER � �.� E ELEGTRIGITY GONTRAGTOR BEFORE . ,�V �y � � =� �, � � ALPINE DRIVE (50' R.O.W.) SITE PLAN ���GEMENT OF � Ty GABLE N GONSTf�UGTION �' . 1 1" - 1'-0" � PH TELEPHONE � ,� �, . � - --- - - —- - � -- - -- - �`" , _ ,--. ._...- _�--__-- _ _ ._ _ � .T r . ._ .. ._ �--_ __. _T ^.-T . __m _ _ n .� .�-,. ,� , �_ � .. � _ _ _T _.n � _ t p � . . � ' 6(�—��� � f E � ✓ . � � � 8-o q�-o�" 13�-8�� �6-�o s-6 8-o . FLOOi� fi L,4N L�C�END ' � � � i n i u � n � � ' O INDIGATES SMOKE DETEGTOR, GEILING INDIGA�TES WINDOW LOGATION � Q ' � i:` �. , � � 2'-1 0° 8'-O" 2'-1 0" 5'-0" 6'-O" 2'-7" 3'-3° 2'-3" 3'-3� �LOGATION RE: UBG '97 REQUIREMENTS. O SEE WINDOW SGHEDULE � °o 0 FOR 51ZE �4ND DATA. � N o �� ,� , _ ' QQ INDIGATES EXHAUST GEILING FAN INDIGATES DOOR LOGATION .. `i o Q a n , � � LOGATION RE: UBG '97 REQUIREMENTS. ppb 5EE DOOR SGHEDULE � �" N � - I Y t , � FOR 51ZE AND DAT�4. c�3 � o r�, � ' � ' � OO INDIG�4TE5 FLODR DRAIN LOGATION. . ° � t HB INDIGATES H05E BIB A -� o � . - - - --�- -- - -------- INDIGP�TES GL05ET -}-- LOGATION. � � � - . ` �, a. i� � < ° - ROD AND SHELF �„ ° ! . , r--� v v ° � y� �� 3 � t , ` � ��"iBERFR/atA'1E � � E {., o ; � " ` � ILING � � � ` � cn v} �- � , � q�� p � �� �� � �� � u � { � 13-O I I-O I I-4 m m c � � ------- - ------- _ . � c� o ° . — — — — — — — —— — — PAno o s�-3�„ 5,_8�„ o o � , , ' GONGRETE � � t - � SLAB ON �4, � � � 21 �9 GRADE .�' � / ^ � j -�. �. ' . ' O r_ 1 ' � � � �1 � � � � 22 20 4�_6��� 4,_b„ 8'-8��� 4�_3��� ~ � \ ,p \ � , --- --- � - - - - --�- -- - - - - - - - - - - - - - - __-----_ = � ~ � � •� ; — ..� � �� . k ' ? , r - - 13'-2��� f 21'-10�" I I _ ` . ° , - � � i m ' t - ;� ' - , STONE � � � � � � I I � � ' P� , O I I M�41N LE1/EL � � -- - - -� - - - , � VENEER � i .o.GONG. _ �aa4'-3 I/4° i i "?� zO1 �8 i i � LoGATIO FoR - - s o { � YVALL. I I I I � I i � HOT TUB � a t _ ,- H�. �� DINING o ' ' LIVING T'"'��"'� � ' '6 � r _ INGLUDIN 220 - ; 5 I I • qBp�/E SHOWN l I COVERED � � i � O YOLT ET. i I • MEGH. GHA5E ROOM = � I I -,- ROOM HATGHED � � � �� PAT10 , � � � � ` � � � � � .°� � � m PATIO � COVERED , � t � - � � � � - � I PATIO � � � ' � ' 42" HEIGHT --—— — — =----------__--a -___ - - - _^-=— —— — --� � � m ' } ' ' . � GOUNTER-TOP �- - BUILT-IN- - - - - - � � - - '` < < � ENTERTAINMENT � � _ I 1 ' � � �- • . � • ' • v� �� IG�I _ I I GENTER BY GENERAL � � � � 14 15 - �-�-�- � + � °«v . � ' WH ------------ GONTRAGTOR � � m I I , �� , . MECH. srot� � HB i i `� � � m 2 0 m BEDR40M ,� : , � ' GHUTE 0 = o o I D.W. I HEARTH f _ � � � ^ � aBOVE �' - , „ , „ � ' FI�REPLAGE�w�i E sQ��_' �' � � o �' #1 GlR. suiTE� O _, + o 0 _ � O Q 5-ID I I -O l I �T. B-VENT TO K��� li,ll' � ioi � a U � . ' � i-- O. _ BE 5ELEGTED BY - • „� .D � ` N � � � o °= KITCHEN � OPEN RA�ILING i � owt�. ° � 112 = Z v : , ,,�� - � - - - - -- - - - - - - - - - - - - - - - - - - _ - (� , ` ' �,�f ��+ � , , 6,_-�„ � � DE51GN BY Z�� —— =- - - - - - - --- ----- � 3 I ��J BEDROOM m = Z ��� _ _ � � � W � � � , ' 91�, M� �L = o-n-�E�zS. o�W _ �-`2 .:�,, � � � � , . , � � � `�' v �. � a�Q I O =�v ! I _ ( '`� � � r' � W� . �� � � — � � , 1 �� �+�� � Q � � 5 3�—���� I _ �I I tj�—Q'�° 8�-0n 5�-0n � � O • h �3 O , � � �� 20'i i O _ —�cv I = ry O 4 cn c.� �r �. , ` ' � � I I � L" � 4' m � . ' ` � - 6'-7° '-7"I I I `t 6'-II w , 6� 5�� � i� r' �_ �� � �� 3�p � �� 3 ° � „ � �� �� n� �_ �� 3��� .�--a .o ...n � 2 � 38 8q 12-0 � 5-0 3 57 � �, O _ INT�RIOR AND EXTERIOR WALL � 2-4 9-I � � N � ; , =� � ' � `;� DN.� FIREPL�GE TO BE FULL HEIGHT = � � � � , � 113 IIO o � ^ � � UP � LANDINa N a� PP�NTRY m I C f 2�-O" STONE VENEER O m ' � � ; 1� - = �------m� -- � �. ov�rts � � � � '� BEDROOM ��,. � � _ � c.� � � � � I � cv = - LINEN , � � � � ,f � 36" HEIGHT YV�LL� � I � I ENTRY _ � #3 �'s � � - . c o ° ` �' � � V � � I � I -�-'° HALL � � i � z�� � _ i� _r' � "� � rs�',,, w " � , � �, 2 4'-I" _ = p I � _� � � ' � O l �.� G 5 BASEMENT LEYEL � I I _ .� � � ' � — O � �- � - = �rb Vt�-e. �ta.,�.��rtcl�5 �� , „ -,� - .. � m ,— — — — — — — � � . 3.3 �P � " in � �� -0 m uP I � �;" � � o' � ; , - � 2�-��N = __� , � - " �,�,G ttx�3 • _ - - _ - : o� 2-i Hqi1, Os � � � � POwDEA � I = eo� �� , � 21� pFFICE � �� ALIGN � �; • .� �, � ; , _ _ � � � X � � I � � 12 13 s ( ( , ' � 2 CiAR - _ r � � � ° � w �``' I I � � � .—. 2io � I ( I I� ' � ° _ ' ' DN. STORAGE �o o � � � � GARAGE � I� i -� ,� �, � ,�, ,� o � � , � , �GARAGE LEVEL � � � � � STORAGE _ , � 4 t1- I I F�� � ' . T.O.SLAB = 7q90'-3 I/4" � � ,' = V " . � 7 I I I 8 � 1 f � HB �� a • d . . .� ' � • 6 I I I O I � "�. a a� ' � io-r \ 1� cn - ,` ' < _� I � I , � �� � � \ / 04 ,�� °� , . n � i� � � ' � � � � ' � � q'-6" 2�-4° 4�_Z�a �� 3�n � n " 1' � u � CRAWL3PACE . � � �v (U LAYER EXTERIOR TYPE X � ENTRY I I I G4NGREI�E I 11 4-� 1 I -� 5-6 5 HEI�3NT MAXIMUM HEI T � � � _�.. �,,� � a " GYP. BD. � WALLS � GEILING I I ' I (� , wQ y,� ' I - m BETWE LOOR AND ' � �� Q � . I I I PoRCfi � � stJ"'ti� ol`t I � ,rJ, ��n 5�_6n o • � 8A �2 � � � b'�� � , � � GRADE � Z GEILING I�P� _ � � � O ��,_OM , r. , - T.O.VAIL RE T ONS. � � �v �, F � I--- --------- -----------I - - - - — � — ( � — , � �� Wl�� � � ��-� �DD� o O �� z � � tV V�� `� �, � . , � H � - � m J V\ � � ; � � - - - - - , � ��d�x �'or PLAY / � • � ��� �..�-� � �, . i �,. i t , � Nc�u.x"c�.� �.t 1�,� • . •a ,. . � � \ , � [Q Z � T�� 1"� = �+t.l�C���J �s ROOM e . � / ' , � ' I Q � I RA�ILING � � (3�1 SUB-BASEMENT LEVEL � \ � - � � � � '_� N 5 � -t. t r.o.st�aB = �aeo�-o° `' ' � � � . I � �- � ;� . .. . .,- a, s.., p � � o z � 1��3� �` . w �''j ^' �"'� ._ t ' � ( `n � Z� � � _ _ 23'-I" ' ' U • � p � 4� , s` -. � `� � � � � 0 ; � "� V � • ° �,"" � '�'" ' .. �.,�, � �'�1 F.L C� .� �l� ���.i,rS�C�'O Cc�w�p � - ' - ' , . � '� _ , �? � CRAWLSPACE � � ' � ° � ' � � � a o ' ' • . 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INDIGATES WINDOW LOGATION � N o 0 � � . � � cv 1 „ ` ' ' ���o�iN ixro � � � RE: UBG 'q7 REQUIREMENTS. q 5EE WINDOW SGHEDULE � EXIT AND DAYLIGHT ——-"—————-"n O FOR SIZE P�ND DATA�. � o �"� O " _ _ ����H � � � � FU INDIGATES EXHAUST GEILING F�4N INDIG/�TES DOOR LOGATION ' A �� ° _'vi ' , � —� , + i LOGATION RE: UBG 'q� REQUIREMENTS. 006 5EE DOOR SGHEDULE � o- t-�- Q _ I � I p FOR SIZE AND DATA. ,_, o 0 ' . ` � I I O INDIGATES FLOOR DRAIN LOGATION. _..., ..., c 5�g��z,ppF I I I I ND I GATES HOSE B I B - - o - � PITGH 3:12 � �--� -- – -- – --� – – –--- INDIGATES GL05ET -F HB LOGA�TION. _ _ � ROD AND SHELF cn cn � (. - ` II I � m m c I , . ' RIDGE � Q Q � . , � ICT � � � ' , y II � . ' , t��GF�iANtGAL� � � GFIASE � ' 7ERMINATION. � I I , •• I ( � II � � , I I I � •� . I WDGE I - --------� � � � , f200F PITGFf 8:12 UNLE55 I ( OTF�2WISE tdUTED. , � , " GA5 FIR�LAGE B-VErCT ,„ � I �it�wr�oH W/sro�v� 9'-O�n 13'-8" I'1'-3��� � AND T�TAL GAP. �� � �' I . .•� � I � , . ,� � I 5'-2" 3'-4" 5'-2" < z _ � � � � , V ^ , I � i i .. ( ( � , , „ � � . , I � ` ' � �, 43 41 ( ( � I — — — � , I � , ` � ' � I ( � 42 � 40 I � I v� � � � ` � I s -�- -1- — — o 0 _ I - V = , - , . � ( �� � .� � W W , PITGH 3�12 �� �� ( , � z � _ � � � I I � �- � I I Z `'� . . x � � � W �` � ¢ ��- � � ____--=__= I�,�,�►.�r C I�,k� .�� = � I I � I � ��,^ � . � . r,�,r�� �e`�c���e � � � � � W� , � � . . � _ � _ � � � �i-t�t�. �rEn ,- ' �' �R ,- / I � � ° En � �, � � ' ` MEGH. GHASE �° � BNATI�i � 'i \ � . — _ — _ � � / I I f ._ , . � � �- _ i . . �--� I =,cv � �"'� � M _ . � I i � N �, � ' m � � � - � � � .� _� - � . =- � � �— �I " � � w � � � I � I- � � � � � , ' , =�cv ( _'_';' �'[ J I - ry O � � � � i� � F . �. _:.�., O / I I ( -� � � � - - � `�- � ( w m / � . , � � � - , , , � n ROOF PLAN O -__+�26 . HER I I m (� / � ( I I � �' �" U , � e : G � � �/ LAUNDRY CLOSET � � r! J — J '.�a � 3�1 s�� _ 1�_��� _ � � 4� � , � � ( � � � � ` • p G�� _ � OPEN TO � -° N � � . m _ — _ � I = m OFFICE �'" BELOW • ' I � � I ( � � «� � � . . I �' �r � � • � � � � � � ' � — — — — --I � � o o _o, . , TIMBERFRAME oo c� --�� � � WfNDOW SCHEDULE DOOR SCHEDULE . , „ ��� ,_ 3�� �„ �M 12,_ „ RAILING , „ ,_ „ � o � � 9-9 3 I I O � 6-5 3 8 . � MARK St le Width Hei ht Remarks MARK GLAZING NOTES Width Hei ht � � ' ~� - 1 Casement - Double 6'-0" 4'-0" -- 100 -- -- 2'-6° 7'-0" mnr ( I 38 39 = - 2 Casement - Double 4'-8" 4'-0" �'j, -- 101 -- -- 2'-6° 7'-0" � _ � 27 � � � � � ��� 102 -- -- 2'-6" 7'-0" Q --� I = pQ` `l/ , ' 3 Casement 2'-4" 4'-0" , -- r 4 Picture 3'-0" 2'-6" -- 103 -- -- 5'-0" 7'-0" ( � � �'O� DN. �. � z � yc,� , 5 Casement - Double 6'-0" 4'-0" EGRESS �!�� 104 -- -- 5'-0" 7'-0" � u� � VAULTED � B1�SEMENT LEVEL Z � � Q ' 6 Casement 3'-0" 4'-0" -- l 105 -- -- 2'-0" 7'-0" I GEILING RIDG T.0.5LAB = 7a84'-D" a � � � 7 Casement 2'-0" 4'-p" S.C�_ 106 -- -- 2'-4" 7'-0" 28 • � � pr1 --� � � � � � ` 107 -- -- 2'-4" 7'-0" � � 8 Picture 1'-2° 8'-0" 5. - C'S I I ,ry� � I � �VAULTED `l � � � . 9 Picture - Peaked 4'-8" 5'-0" -- �08 -- -- 2'-4" 7'=0° I W �';� , i� � � � EILING ABO�/E / �c �.��' 109 -- -- 2'-8" 7' 0" - 29 I � ii� TIMBE�:FRAME RAILING O�IGE. � � � , 10 Awning 4'-8" 2'-6" -- - BEDROOM #4 �O'�' ' 11 Casement - Double 5�-0" 4'-6" -- >>0 -- -- 2�-4„ ��-�„ � O i- � � � . � , . � � Nu►Sr� surrE I t- � � / � � � , 12 Awning 4'-8" 2�-0" -- 111 -- -- 2 -4 7 -0 ,�^ d �4 IG A aJ � , , - 13 Casement - Double 4'-8" 3'-6" EGRESS Q r�lG� ��2 -' -- 2�-4„ ��-�p I ���-�' w��'`�' S �r� GEILI � EIGHT OPE'N,T� \ � �� � ` � n , � __ 113 -- -- 5'-0" 7'-0" ( �jV1."�/�s2 ��.�1,2�fx-�'e-� 5' MpwK: BEL � � s�. O 14 Picture - Trapezoid 3 -0 4 -10 � � � : ` 15 Awning 3'-0° 2'-4" -- 114 -- � -- 2'-8" 7'-0° I �Vl[.�tQ, � (t� �1-2r' q,� �.IQG � � / � � ( G� ,�i '-' , V � s��. 3��� � I I / � �, �. *-� ' .. � 16 Picture - Trape2oid 6�-0" 4'-10" -- 115 --- -- 2'-8" 7'-0" I U �Q„�� Z � � 17 Awning 3'-0" 2'-4� -- 116 -- -- 4'-0° 7'-0" � � � � - - 18 Awning 3'-0" 2'-4" -- 117 -- -- 2'-8" 7'-0" � I L i — 3 — 32 � 4 — 36 � I I � � I ;'� � •� V g __ -- — — — I-- --I I \ d� �"� W � M � ° 200 Custom ent door 3'-6" 8'-0" �' • � 19 Awnin 2 -4 2 -6 rY � ' , ` - " 20 Casement 2'-4" 5'-0" -- 2Q1 -- -- 6'-0" 8'-0° ( 3 33 3 37 I I I � � p/� Q,� � �-+ � ' , 21 Awning 4'-8" 2'-6" -- 202 -- -- 5'-0" 8'-0" � � � w � 22 Casement - Double 4'-8" 5'-0" -- 203 -- -- 3'-0" 8'-0" ( ( I I ' � � � ' 204 -- 3 4 Hr, self-closin 2�-8" 7'-0" ROOF I � C� ~ � 23 Picture 4'-0" 4'-0" -- � 9 � __ 205 -- -- 2'-8" 7'-0" • ( BELOW I I I I � � � r1'.` , ' � y 24 Casement 2'-0" 5'-0° I � 25 Casement 2'-0" 5'-0" -- 206 -- -- 2'-10" 7 -0" I I I I - - � - - � � � A � 207 -- -- 1'-8" 7'-0" ( — — — — — ( • � ..., ' � 208 -- -- 2,-4" 7'-0" I � � . , I I v� •'�' 4� � � 209 2'-6" 7'-0" — — — -- — �-� � "� '� ' _ ' 4 210 -- -- 2'-4" 7'-0" I 4,�� 2�_8�� ��N ���� 2�_Su ,4��p t3� � .r � . , , � , 211 -- -- 2'-4" 7'-0" � o � a �_ �� ,_ �� � � O '00 . � .. - 2�2 -- -- 2'-s„ �'-o~ � , 8- 8-� 8� 8 �o� U � ,,,a r� . 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' � � � O� 2X4 5LAT5 W/ 3-�/8" _ m : " MAIN LE�/EL ' - - � . _� , OPENINGS. -� o F � ' - ' _ � (2) 2X4 BOTTOM RAILS. � � _ � - T.O. GONG. = 7aq0'-3 I/2" � � < < - � � � , r _ t . `� - _ � • � � . � M�41 N LE�IEL � � � . . ` � � � — — � T.O. GONG. — 7qq4'-3 I/2" �r ,� � r — — , I I N .. � << ` ` - ` � � ' FINISH GRADE: � ' � � SLOPE TO DR�IN AWAY � ' M�IN LEVEL � I - - - ` �' I I FROM BUILDING � � � � � � -r.o. GONG. _ -raao�-3 i�2° � � � I I � I I I r��r�-r�. � _ � : -, � � � � � - , � , _ �' � ,- � � ( ( I - � ( I Exis-nN� ���: ,- o 0 �� � . � - —1-f- I - � � � A�ox. �ocATioN �- -° c.� �' t ` � � � � _ y ( � .� — — — -- — — — — -� . , � , � SHOWN DASHED. � � � W -� z� � � � ' - - - - - - - - -� ( , � ' � , � Z =� � _ o = I I I I � I I B�S�M�NT L�v�L � ._ � �� - � ( I � - - - - - - - -- - — + � ._ y. _L - -- - --- - - - ~ - - r. � � - - - - - � — _ _ � � - T.0. 5Lfi�B = �iQ84�_�,� UW� � , . � ' I I — r —� . 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GONG. = 8004'-6 3/4° � � � � � ' � < < ' a � • . , o '�'" � � � � ., � � a�� � � � , . STUGGO SIDING GONSTRUGTION: - � •F� � � � � 3 LAYER BUILT-UP STUGGO ` � � � � � � ' , � SYSTEM OVER "TYVEK" (OR ' ` -� � ; U , , � EQl1Ala VAPOR BARRIER � �""� �-L+ - a� E„ � a- - (LAPPED TO DRAII�U OVER ; , M�h I N LEVEL �+ � �,.; b p � PLYWOOD (OR EQUAL) , ' " � � T.O. GONG. _ -raao'-3 I/2" y' � W �" � . SHEATHING. . � - � � , .�', ._. r � . � 3 , � , . . ' � - •� � � .r.+ � ; � _ ; �_ w � a� �, � , M�41 N LEVEL '._ _� � � � �, � � =ra- T.O. GONG. = 7qq4'-3 I/2" - - �, .�s �` A � � � . v� � . � - _ . � . � � ,� i , � . - p � �� �, �.r � - LOWER 5Tt1GG0 (DARKEW: --- — _ - - � - _ , ' M/�IN LE�/EL ' � �"� ,M � � s U � � � t � _ I � STYFOAM BAGKING W/ — � ' T.O. GONG. - �QaO'-3 I/2" !"'�� 9 , � =+�' SLOPED TOP EDGE BELLY-BAND. I '_ � . . N � F ' m = � . _ � Q� � •—+ � �_ � � b � ( , , ,, """""' — - _ . . � �L � . , ( . . ~ ' ° _ --�..._ - � FINISH GRADE: � �" o , � � _ . - - � . — � i SLOPE TO DRAIN AWAY � � - t } ' , � — FROM BUILDING m � g _ _ , . < . - _ . BASEMENT LE�/EL ( � ` . . - I - PERIMETER. _' o � � � E - � ' � , T.O. SL�B = -T�84'-Ov' -t = ° . I A 'PPROx. LORGATION `Q � Z � i 1 ' I � �� � v , . ( � . `' � � , I I � sHOwN DASE+�. � � 1 SOUTH ELEVATI4N � � � � I � � � - � � � � � w � , r � _ � . - �. , _ �: s _ _ , 2 . - . . . � � � . F } _ �� _ � �� ,. _ — I I , , . � ` � BP�SEMENT LEVEL _ � - , , 1/4 —_1 -0 � ' - . - - -- - _��—� = - - - - - - - - ,._ _... � - - --�-- - -- - - - -- - - - - - ._ — .� ._ -- - -- - - - r.� , " ' ,. _� . T.0. 5L�B 7a80'-O" , , _ � , � , ! , � , , , � ' _ � � � . , . , , . , �-, , , , , ' _ _ _- - - — --- -- -- --- - - -- � �._--,.���,___,_.,..--.- _ _ _._ __.__ _ __3 _.__� .��.� _�. _____ � , � � . _ ` . , � ` : i J . • � � � ' � �- . ' � y i � 'V �y / � r t � O V � f e 1 , � r v � `Y O _ '" � � c�.1 � � . , ` •. � O O 9 N �— _ . � � � � � cv I ; , " � ' ' ' R3 O N� , - " A � •• � � i ' � � •� � (n v _ . t � � Li.. �� � � � � � - , �� '� � O ° � � � ROOF GONSTRUGTION � � -n � ' � � ' ASPHALT SHINGLES OVER ' Uy t j � � t ' WATERPROOF MEMBRANE ON�i2 ' ' PLY SHEA7NING OVER 5UPER N 0� m �- ' 12 INSULATED RAFTERS < < 8� � FASGIA GONSTRUGTION � � U � ° W P.MEMBRANE TO LAP GALV ' � - � - MTL FLASHING(1^U Dt21P ED6E} , , � , - ' -OVER- 2X6 FASGIA BD. � - � -0VER-2XI2 SUB-FASGIA BD. � , , ' ' W/ 10�' t2EVEAL. V� � ; � , . . - , ` �0 < , ' • DROPPED GEIUNG ' , SOFFIT GONSTRUGTION •.�-r , , , IX6 GEDAR TdG PANELLING W/ � ' `, � , - 3"VENT SGREEN STR1P(V�-IERE � . n , " REQ'D) ° � ' � , � UPPER PLfi�TE HE I GHT - a . , ' , , T.O. GONG. = 8012'—�1 3/4" ; � � � - � � . * - M. BATH WINDOW TRIM3 SEE ELEVATIONS. ` , ' � DE516N AND SELEGTIONS BY - � ' GONTRAGTOR. ' � � GALV.MTL.FLASHIN6 AND EXTERIOR WALL GONSTRUGTION � WATER-PRDOF MEMBRANE ' . _ (PROPEI2LY INSTALLED) AT ALL M■ B E D 5EE ELEVATIONS — ' � ROOF-TO-WRLL GONDITIONS � . 1 ' � � ALL DRYYVAI.L,PAINT,TRIM, EXTERIOR WALL GONSTRUGTtON ' ' BA� ARD,FINISFIES,AND INTERIOR STlIGGO C3-LAYER 5Y5TEM OR EQUAta ,� 1 � . ROOF GONSTRUGTION(SHED) DETAILS PR01/IDED BY GONTRAGTOR ��R�K:(OR�EQUAL)VApOR •• , , METAL ROOFING OVER BARf21ER(LAPI'ED TO DRAIPU OVER ' � � WATERPROOF MEMBRANE OVER ' , PLYWOQD(OR EQUAU SNEATHING � � ' �Y.sH�nair�ov�z nu.rxz�rwAt.�.,�Ait�nr.-rt�ra, � , . � ' , ' UN-OVER-FRAMED RAFTERS BASE�OARD,FINI5FE5,AND INTERlOR ' .� ° ' � � � �2 DETAILS PI20YIDED BY GONTRAGTOR. - � � r , ; � . - � _ 3� MP�IN LE�EL o o ' � � � , _ T.D. GONG. = 8004'—b 3I4" — V � � , �- � � , ' ,. � S711B WALL FOR N Z � ' SHED ROOF ' — z c►n { - . � SUPf'ORT. w .� � , � i . _ � N � Q C � � � '�^ � GEIUN6 DETAILS AND � c oo ' , . � sie" EXTERIOR GRADE TYPE ���A�� � _� ; ' � - X DRYWALL AT GARA6E KITC H E N ��r� _ " WALLS d GEILtN6. � �2}11LING C.OI�iTR11GT10N f'M�) v~i U°� D I N I NG ��-�p T��« �4 �.� . DESIGN AND Sft.EGT10N5 BY OP RAIlS E11}ER SIDE OF 2X4 �,� , ` , , - GON1R/RGTOR. j �SI.ATS W/3-�OF'E�IINGS. _ �I G� -��- M ' . M�I N LEYEL ' l� Zx4 eonoM w�i�s. _� � .ti � � : . . , - T.O. GONG. _ `iq90'-3 I/2° � � � • ~ � � � � � , , STWJGT BEAM , V � c�. � - � RE: STRUGTADWGS. RE STRUGT DWGS i�'UGIfiiY�E1GHT C.OPIGREIE � � • � o ; , SLAB W/IN-R_OOR RAOI/WT ,"" � „ OVERHEAD GARAGE DOOR F�ATING SY5TEM. . � � � � � W/AUTOMATIG OPEN�. ������5��� a GONTRAGTOR. � � � , � � � r.y �w , 7 • ^ � � �� � � ,, GARAGE M�41N LEVEL � � j � � - T.O. GONG. = 7QQ4'—� I/2" � "� � � � ' � � � � � , , , � N � `O o ° ' , � � � •.—. W P MEMBRANE TO WRAP - -- � G� GONTRAGTOR TO PIELO GARAGE NOTE FROM UNDER TOPPING • �� � � 3 � VER�FI,Ta,-OF-WALL GONG SLAB GONSTRUGTION SLAB UP AND OVER C ' y � � GONDITION - OVER SLOPING FLOOR THRESHOLD OR WALL SILL - ��! { - s 5 Y S T E M I N V O L V I N G S T E E L ��- POST AND BEAM 5UPPiORT� i ' BEAMS,RE. ST�Rt1GT DWGS � . , � M�IN LE1�EL , - ����� ' _' =t�- T.O. GONG. — �aao'-3 I/2" , GUT�5T09JE GAP hV =td- g 0 * ,� , o.o.a.a�o..e..o..o"o 0 0 0 � 4 " N �o�a�°�°�°°°°°°�°°°°°°°°°°° � � � , � . BEDROOM PAT14 �'��� = m o �y ` , , N ` , DROPf'ED GEILINC� GONTRAGTOR TO , WAIN5GOT GONDITIONS. � O � � � Q ; � FIELD VEWFY F�1D OPE FINISH GRADE � � '� '� � � ' r ' � F�IGHT GOWVITION. AWAY FROM BUILDING � �"'�'� � � � ; , ` �" DRYWALL OVER 2X4 9 ` � \� _ � , � 24" O.G.FlIRRING W/BATT �� G�\ ° «Aw���' FAMILY - Z i�r�oN s�n�snms ���i�+r u.�nNCt A � L� --I�t � lrr�). , t�ar�ur�. . ' - � � m — " ,4ccESS�s�zic,Fn. �+ � � . � _� LU � . ' t2E� TAVAIL REGS. ROO , • { r- O = � • B/-�SEMENT LEVEL � ! � Q - . . . .. _ . . . .. .. . � . • . . . . . ., . . . . — ' ' o� ' T.O. 5L�4B — �1a84'—O" •`�•• • � � • � O O O O O O O O O O O O O` O'O�O"o`�O�'O�o O�O�O O�O� . �O�O�O O O b�o"O"o"o'o"O'• 'O'O�O"O�D"O�'o�0�0 O O�O� ' • � � ^ O i e o 0 0 0 0 o a o a o 0 0 0 o e o o e o e o 0 0 0 o e o 0 0 0 0 0 o a o 0 o a o 0 0 0 0 0 0 0 0 � • „o„o„o,� ^o^a^ooQOOOQOOOOO�o�o�o�o�o„ „o„o�o�o�o 0 0 ovo opoo^o�e^ �OOO^oo°a°opopoe?^o^�^o^o^aw �°o O � ^+ T � . aoo �/ , , ,o� • . , ;oe� Ga,,, � � , ^ � , . � , ,,� . ,,o� � � Z � , o�� � � . ;�o� � � �a� ' . � ' �o�o v . , - o�� • � • - , .. ;000 LL� oo� a ., • ,000�` •�•'� � (� �� � � � ►.�1 °oe� �• sF"��i��S�B�R. R1 • ' �ooaoa`oo :v �, •rl O . ° ` , , ,00< < 4"GRAVEL BASE, �: , �0000gog v� . � •� � , , ' �' B�45EMENT L�IEL ��'°°� . �. sTw�cr. vw�s. '• . �°�000ao /ay�� w � � . l o°000°o{ ,• • ► r 1�~ � � V�/ - � T.o. SL�a = 7aSO,_o„ 000a�o� • •f � . � . . . , , �• ^'' � �o�o�o .:a-o-o-e o�o o e o a o o' � a� ��11 _ , o 0 oe . . e a o� °o 0 0.o e��a�o„ '. . : .�r e e • o 0 0 0 0 0 0 0 0 0 0 0 0 1�� w/ o„a�oo�000000000 ooe000000000 0 � � � w i �o^ooa�000000000eoo�o�u�o„o i� � � � GRAVH.BAGKFILL � � r �+ � _ G.�t � � •� , + WATERPROOF GOATING. . � � � r7' � � � � = � ' . - � 4" PERF.DRAINPIPE. � •••+ j•r � SLOPED TO DAYLIGHL '� � `A � , RE: 501L5 REPORT, � �j � .'� N,.� � GONG.FOOTING(RE= � � r� •� a . STRUGT DWGS). ` � � � 1��1 � � � - � � . ' � , $ � � a t"�� , , . � •—+ ` � , i . 4 � 3 � _ � � , i � " "' , " `�. , � ' � � � � _ � � � � � µ � � � ' � �� w . � BUILDING SECTION z. , o � ' " " � ` � � � � n � �� '� �`'� � , � _ � _ 3�8 = 1 -0 , �� - � �� � , � -. _ , � � � � . . _ _ �.. � . _ _ - _ �� . � - � . � , , , , � , � , � . . _ - , _ , � � . , , , , w , . , _ , , ; - � . . _�__, _ r � � � � � � - � � r � . � � r �, ��-�.--- � - -_�__�. _�_ _��__�___��_ ,�� � " � ' , . . � . , ' � "•� , r� - O � � O d- _ r ` � , �l �N O - . , . � N (� N � _ _ ,.. � � O r _ N � 4 . � r— � � . R3 O r7 � i � , � ' A � � � �� � � � � , a� -� � �» � t � , , , � � °- �- �o . , � - � o � � � � - �..., o 0 , � " � � c � - , _ '� '� o � , ..n :fl "`"' U � ` , � � � , - , , � � � � ° � , tn " ' - ' � L� O � 0 � U , y a - , ; � ,_ � , � , ' , ' . � , , r � ' • - •0 ' ` •.rn•r ; , . - � � �/ � _ , . , Fil � � . � � . � � r LOFT .� . � UPPER PL�TE HE I GHT , T.O. GONG. = 8012'-7 3/4" . ' � .. • v� , . � .�.� . . . , t� � ' � F � , : � � , � M. �ED � : - - o 0 ` . u , . , �, � WOOD GAP,WOOD TOP � � � �, , ' RAILINGS,AND WOOD � BOTTOM RAIUNGS Z w ' v G.� � A W .�� , � � J �� . � •C i ' � � M/�IN LE�/EL � �� , � W�, � _ � _ , T.O, GONG. = 8004'-6 3/4" � _ � 4 , N F— �.'3 0 , , cn c� � , � . .i.� � ' U �-- • � Q,� v � , ,e . _ � � � . � � �; � r -, � � � -�` � � {�-, � . _ - . ' . � � � o �- ,.` • -y� o . — - � � � c°� � — � s � MUD � � � � � r � , E KITCHEN R00 � � � °- _ . � , _ � � �� � � � � �, � � ,, ��• � � � � .� � � o , � � � ..� , � � � . #! . V � - _ , � C a.: y �' : , MA�IN LE�/EL � � ` ' T.O. GONG. = 7qQ4'-3 I/2" : � � � . � , , � - - STAI RS - ° �` ��.� � , , ' ' , , � � �� ' ' ALL STAIR,GUARVRAIL, � B E D R 0 0 M � � � � ,�,��,� � HALL _ � Q GLEARANGES TO M�T �- c� �B , � UBG '97 REQ'S. CQ � � � � ; � ��� LL ' � . .k L\G - . o ,� ` ' �' PLAY ROOM BEYOND ,� - 30� ': , _ , as� ae .. � . . , , oe� : n� , s.� U � , � , , ' ;og� ' u' O � �-+ , ,o,� ,'o� f-L+ � p..� - .. a°o� w' 1 ' , � 000� ' , v „ W � O � � 000� ' �o�c � U /L j ` �o o° ^ � � ' � B/�SEMENT LE1�EL �a�o��� ' ' � � � � , 000,o,o� �� �' ...r -�r.� � , T.O. SLA�B = ��i84�_��� oa0000�� . � - - - • � • • • • � • � � ' � • �• • � � ' a �-+ w 000 •• ' �qO�/���o ' o°o°o°o°o°o°o°o°e°o°o°o°o` .'o'o�o'o"o"o"o o"o o"e°o° /� �'So • �°^°^°^°°°°°-°°-o°^°°-°°o�o�o.°.o,. � •�o�o�o�o:o°o°o_°o°o°o°n�•°,�•°•�� F� � I� �y , o �^ � �/ , �oa ^� � � • • �oo �py aoo, � ^ ' �o�t . " . . �°�� r T= � � � � ' �°O° 0 0 • ��o� ' ^ � � ' , � �000 � • '�O�°°. ' . �000a' � � � � , ;0000000 � �� , �0000apo �°o°o°o° � � � A 'ooDOOOO � 000000 •^I � w,� , �: � �iI � � ,a..� � � � � .,� ` * � ` � C • " .�., ; - � . � �5,,,,,� M Q� , � „�.�,.� � �'f i ` , , � ' •�-+ , _ „ � ` • ' � - � � � � , - � . � � . . BUI"LDING & STAIR SECTIC�N � � ��� ���� _ _ < < � , 1 „ , ,� � �� �:C ° . - _ , , � 3�g = 1 _p . a� � �, � � : .: � � � � ' � _ ' � � -a � - � � � _ , � . � � `._..� �. ,_.___.--,..�._ .._._. . -� ..�...� _ _..____ M �. �..�_� .� _. � , a ,�.._�... �.� _. ..��...�_ _-.,......_._..T.�..__,�___�,_._ �.� .�.._.�._.... .._.. _..�__� � . , , , ' � , ' , - _ z , � . . � , . , , � -- , . , . � � - ' � ,. , o �, i ` � � o �r - ' , , . , , - , � � � a . � , � _ - � - , i � o � , , � ` ,� ' ' ', � � ' . �.. N o Q � N r- 1 " ` ' � � � O M ' " ��UPPER PLp.TE HEIGHT `� E o , � ' ' ` • . � , � , � �TA. GONG. = 8012'-'1 3/4" � - .. • . , ' , . - � ' ' � - � ci �. �o � V � � - � � � i , � ►•� v o � � _ , , ' • � .+'''`.+ � i rt , �� `�' " � � .� .�D p � j � < , Tq • � � � � � ° � � L- . , -►.+ , m � C S � � � � � � � � � � � � _ �oFr -� o o � � _ . � , , �,MAIN LEVEL j �TA. GONG. = PlU04'-6 3/4" � , s < < " , � � •• ? � , . — � i 0 i �� i � r � � � � � LIVI�IG _ . � � � , � . .� . _ ROOM � � � � � � � � � � � � 1 , . � - , � . , , ' � � ENTRY � � � �;� , � . � - ; 1 _ . , t . � � � ; � , � � � � � � � � � � � , . f . , , . . , �r�iN t�r� � .! , , T.O. �i0�i. ='1994�� ��r � . � , i � " � . � " ` � r � � ' • � � i : � , � � _ .�. �� •� � Y , - � � ' � ] , � � BEDROOM - � � - ST�RAGE � � � �_ �_ � � y f � _ , . ' � , �� , � � , , o o � � - . - . _ G..� � � , . � � . ' W � , " ' ' � � � � � ' � , �8/�1�J��"��T L�L G7 p� , ` � � " - • , T.O. SLAB = �►q84'-0° .. � w •�''� � � � � � , - , � ~ - � 'r ;� � � ti . � . � � '�r. - , � � � � � � � BUILDING SECTION . � � �� � � `�� � . , � � 1�L�° = 1�..Qr � V� ` � r � ' � � �� �.0 �Iy � , , � V . ' , � -�d- � ; ' • ` ' ` �'�"""' � � �� � . � ' � s - y � - . , , , ,� � � -� � � , � � � �. � � � � � � ' � . � � a r '� b � � � - ' � � , ` � � � � � < ' ' - �+ � �' r < � .�r.. . .�, � � , , . ' ' , - �.�t � � ; ' � � ` ` ' � - � � � ' ' � � � a . � � � � � � " � ' - ` _ - � e`�V � 1 � � � � ` � ` � � � � •��-�r i . _ � � � - � � ' � — , �' :7' i � M. CLOSET � ' � M. BATH ° � � _ . . . - , � �� ��� � . � . TA. GONG. = 8012'-7 3/4" ` - ' � ''�t� � , �� i . , � � LV � . . �° �� _ ��, . � � , I ING ' � � � . . � � ��� � _ � - - � � � � , � ROOM �� � � � . � � , _ ' �� , "' ����, j . ± . , - � ' � c,� - - . �� � � �� . r1AIN LE1/EL � ` . ; , . "� - � TA. GONG. = 8004'-6 3/4" � � " , , , � � � , , � � . _ � � Mua �ROOM - - � � i• • � _ - �•�4 � "�+ � •�� V a � � � � �� � � � � � . t � _ � � � - � � , , ' ,,� � , � � ; , ' cartw�craRS rr [�� , � ' , iW.T S1NR�i .IJD • �� ��; � �T � � iiAi�WULS TD 6BG MI't . � �y � � � Q� _ , � `�� � DINING ¢ � � , � a�rsr verr Fl�x,� - �.�; „ ��,,�° � _ � AID HU�T-IN AIM6lT �� • ' � , , , GE�fTBt BeYOlD � � � " , MAIN LE1/EL ` - � r , TA. GONG. _ 'T444'-3 I q,�', � �� � � _ �,: ,� ? � � � � � .. , � . � BEDROOM BEDROOM BEDROOM "�' �'� � �~ � , ��+ �. ��-, 3 � , � � �� ,':�, a� a � ' � , ` � � � � � � �•� � � � � � - ' � - � , �„�� ��- � � . � , , _ � , , , ,� , ,�,.�r �, � . , . , �► ,�:� � �,- , . �. � � . , „�,� ; � , � :� , � : � .�..� . � � 5 v � �� . � ' � ' � I ^ : . . � � � � a � � r. ' � � � ' ' , B/�T �L i� • . _ ' _ � , ` � ' _ TA. SLAB = �984-O ! .�� .. . ` , . ] _ � . , , •:�...� "� , , -.-.n •,;.;.;.c � t , � - .J:LS:°e��i:�_.•wY�M:�: � /�. ] ' P�1 � , ' i ' ' � , , � , � + � � � � s , . � . � , ' �� w � , � , - , � , �'., , � o - y,�Y `�'� I� , _ , - _ � �E� � � �� �� . - � � - - � , � ` , BUILDING SECTION � � � �, ,. � � � � - - - , � � � � - � - - 2 , . . � - _ � � � - , � . 1/4 = 1 -0° � � , � - , - , , � . , � ; � ' _ � � ' - � ` � ' , . 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(3�-°5 CONT. , � QD 3'-0"x9'-0"xl'-0" 4-+� �,4CN WA1' J1\ . � I .J��;� � UE 30"x30" PIL,45tER P�R DETAIL Sheet 1 of 5 - �- -�' ''� !7�'�H:F� ; I �`�''jl`%�--!%r"'� ,� � -,' .,��,', C � c°°n o � "t � - `'a � (l< <r�,.+.. Q) I� U ; �`��,,� � �'.;;y��, `°, ��� , ;-,�t�-;-, LEGEIVD m � m � �.� �� �, t , � _ `�;'��'�;�; •�, � 1 .� '�- � _`-��- `� �n c , � '+;� �'% �'�-----;1--� �'" - --___Y._- -- ------- ----------- - -- -------- _ `^. fi - lJndlaturbed Soll j � o v 3 �;� ��-� ����� � ,���:;{' � -�.. �� � � � f' 7 O SLAB U S� f`< �`f�`�� `_.(,�1;'' 1 ,�" - C�ranular �111 � m � c� : , o �� �F:, ,��, r � . �G94'-o" ''�, ••� - WaBhed Rock � : � �_6�� O F�H�s�-� Gw��E 2- O � �_`�� ' , � � �p m �, . 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GONG. = 7aL14'-3 I/2" i � T O� - Elevdtion R�feresnce I��'-0" I " � �J ,, � s , ,' Q ` � p A 8„ S� � 7A.W. - �levatfon Reference � � � - � �' 83-� i -6 " , �-raa3�-i I 3/4°J �mm�-o„ , „ : � � � a N � 7q���-8��� , � � t, � 4 R E I N F. G�N G R E T E S L A B O N G R A D E � � � � � = V • ' REINF. W/ 6X6-10/10 WWM GENTERED ,' , � ` �INISH GRADE � J , � r �e� 1 s� �d� (TYPJ 1/�" 1/4" ' �Id Symbol T.D SLAB T.0.5LAB � _ � � 7984� � . r EXP. .JO1NT5 (N 5LA8 TO FORM AKEAS -taa4�-3° �qa��-oN � •, � - LE55 THP�N 200 S.F. 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"i" J�IST • , ' ' �� ' � � � ' ` - � � ` „ ' � OR DIMENSiQNRL - � _ 3/4" CDX PLl'ti10DD i�� d o��,,.� � � � � ' ` � � - ° ` � LUMBER � � ' PROYIDE BLOCKINCs " n z����,�-�' , G� , � , , , ,' ' , f'ROYIDE BLOCKfNCx ��a���`' � . , , _ , _ � _ , . . µ � - _ � F " 4j L ' y _ ` . ' , t - � tW � , +` � . , , < < < - � Sl�eet 3 o,t' 4 ; - � � - � � saMt=soN vP,a N� �n�� CDX P�1't1JDOD � � � ` , , � ` � REFERENCE MANUF. 1-3/�"X)t-1/4" LYL. lE.4CH RAFTER3 , ti � � � �_ � ` � . � , � � REQUIREMENTS FOR OR C2) 2X12 � � ' ` ` , Simpson Strong-Tie �'ROPER HANGER - 81RDSMOUTH � � � TJI lBEE PLAN) C r� cn a DIM. Ll1MBER rn r� o INSTALlAT10N SIMPSON HZ5 SEISh11G CLI C c � � �- .` - LSSU Hanger ` , 2��x6�� � 16" O.G. � � n � ' ' ' . - � , . 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PIG/� � 3 , . � ' N ,� e � � . ' . � _ � � , {U.O. � � 1- i w W S� 3/4° = 1'-�" _ � � � '"��� ,� i (4) 2X4 m ' ��,E / i �i � � � � � , , � , � � f_.c:� E ' , , , m � � � � _ • ° � ^ 2Xi2 RAFTERS AT _ c� (4) 2X4 r� bXl2 IMBE FRAM PURL N5 � '-O° .G. � 6X TI ERF � E INS 3'-O' O.G ; ' k ' ` . 24p O.G. TYPIGAL � `-� {1 � � y � A � 4 N.o.N� _ � , — — , �-, � ,,�/ , � _ � ' . - • } � � ' � r , � � NoTE: w � ; . . , � � � � � TIMBERFR�ME GONNEGTIONS TO 5/8" CDX PL`PWOOp � i I, ' 1 ! � , ' ' . � ' p , ' r--- � .� � ` r ! � 13/a° I�`�" ' FOR RE�/VI W PR(OR TO GDNSTRUGTION 12 ' . cXv 2XI2 RAFTERS /�T � - ° - � PRDYIDE B�OGKINCs ,._._.� PER ARCN(— "� 24' O.G. TYPfGAL - t r �'" � � ,_ „ ^ _ � , - 1v _ �- � 8 12 TI ER- � TRl1SS�8 � 2 0 O,C. � . r < < . � � � N.O.N� m �� �_-�m F ME 05T ^ � ;~ ' � , � � ' , , � - � ; � � � ti� WALL ABOVE TO LVL � '- � � � ' � B�ARING Y�AL.L �li .8�1�� ',AM� �1(�GE �',C�r�M � ' �' r WITFi 18ga X 36" STRAP ; , , „ , , � . _ _.—- ._. ___ , _ AT 32" O.G. _ >_ _ --�. ' _ : ' 4 ' . ,� , ,� - -- -- - - � - �, _ F _. , - , . � , ' s ` (4) 2X6 �'� �4) 2X6 TO ' 8Xi0 TIMBE - � � SIMp80N H2.� SEISMIC CLIP ` ' ' � � � (2) L3/a"Xql'2" LVL J FRA E PO T i ._.__ �.__w__. __._..__ __.._,_ W At EACN TRUSS , � � � y , ° \ 1 �~ _ �_ ' � �n � , O �� o � ( __�.._ �._.__ ; 1 STONE VENEER � ' _ � , � � � � ---- - - - ---� GHIMNEY MA55 .. . ° ------ � � � � � � � -� (o , ,p� z SXI2 TIMBER- 8X12 TIMBER- � ` w h g � � � �,,J,3 �� `'9�t„ �, BEAR NG -- FRAME POST FR�ME P05T . . _ � ��`� WALL � _ s3 o t � � , � � DETAIL �� � ` � � -.t , '' � ( - - � — - �_ _ __ _ g� 3/4n s �i�0u e �.,, i (� D � --- _ � 6 • � ` � v m � � 2X12 RAFTERS AT { �Ci ��� - � 8 10 T MB R- , ` V(C� �� 1� S� �r W lN , c� �l.l.l � . - ! `F �ME i� -� T � � �i■T■� , � � ` 4 X 24" D.G. TYPIGAd.. � , , F P i II ' �� ' , . � N � _ � �, N.o.N % _ ___ _ _Y�;� _ � j PRE-- ENGINEERED TRUSS NO ES : , � - � N � � �2 2x�o - , � _ 2 �2 Rs > 1 � ° . 2Xi2 LEDGER, f�TTAGH , � N i�- I � }^ T � �� �• • � 5HOP DRAWINGS SHALL 8E SUPPLIED BY THE MANUFACTURER O - w�-r�t �3�Y� D��. x � �.A� i , �- - SGREWS �T I6" O.G. , (4} 2X6 � 4 � AND SEALED BY A COLORADO PROFESSIONAL ENGINEER. SHOP � F I . \ _ D R A W i N G S S H A L L B E R E V I E W E D B Y T H E C O N T R A C T O R� A R C H I T E C T, 3/4" Tt C x GDx P L1'1 i 1 00D � � * ^ AND STRUCTURAl. ENGlNEER. � , � ; , � � X , � � � � � � : � � � � ____ , __ __ � THE TRUSS SUPPLlER SHALL BE RESPONSIBLE FOR THE FOLLOWING ITEMS: A. ENGINEERfNG OF ALL TRUSS TO TRUSS CONNECTI�NS AND SHOWING e � . � � � � l2) XIO (2) 2XI0 {2) 2XI0(2) 2XfOt 2XI2 iZ5 � m � OF ALL ON SHOP DRAWINGS. t � - AT 16" O. � � � � ► � � , , , � � B. SUPPLY OF ALL TRUSS BEARING CONNECTORS AND HOLD DOWNS. r,� s � �� � � � , � -- ~ C. Pt,AC�NG OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT � r � � OVER�iZA E WITHOUT CUTTING TRUSSES. 4 ' - - SHED ROOF � t - , PROVIDE BLOCKING „ II 't/8" tJi (SEE PLAN� � � ' � � j � ; __.._. _ __ ___ __ _ _ ._._ __.. _._.._ SIMPSON H2.5 CLIP ANGLES SHALL BE INS7RLLED AT AlL EXTER{OR � � �4 WALL TRUSS BEARING LOCATIONS U.O.N. ON R00 AI . , �_.... _ ' �• 1 � O DET RM1NE�AND INSTALL ALL TEMPORAR BRACING A � ' � � � . S3 Q � � i � ' CONTRAGTOR T E Y �^ � , - ' � ' ��'�"�-=-R�= 1 FOR TRUSSES. 2"x6" � 16" o.C. M O r ` � Q � - .i_:.._._-___�- - .��.�__...-.-_- - ��� �3�4u X ��4u �..1/� THE DESIGN AND FABRICATION OF METAL PLATE CONNECTED WDOD TRUSSES � � , � , - - � , � , . � DETAIL � � - ....._..... � � � SHALL BE IN ACCOROANCE WITH ANSI/TPI 1-1995. ' � � 1 ., ` . ` . . " j ' 0�.. , _ � � ' S3 3/4" ■ 1'-0" � c a�,� ; ��, , " - , ° � { (2) 2XI2 FOR 8XI0 TIMBER- 8XI0 TiMBER- � 4 , , - � a s � . ; . � 3 ��D �� . FRAME POST �ME P05T � � R�C�F FRAM I N G N�TES: � , � S3 BEARING � LSTA18 STRAP WITH - ;� . z � ` " ' � TWELVE 10d X ' 1Y2" � � ` KNEE W�LL'FRAMED . � 6 . � , � � y - oV�R TRU55- - NAI LS ; .� - � . � � TRU55 TO SE DE5IGNED `' '� t FOR ADDITIONAt. L4ADING 1. ROOF SHEATHING 15/32" (32/1 fi SPAN RATIN�). ��_PROVIDE BLOCKI�JG ' " �� ' - � _ � , � STAGGERED PANEI. END JOINTS ANO FASTEN WITH a _ ` , . _ � 1Qd NAfLS AT 6" O.C. AT PERIMET�R AND 12" O.C. 2J/g" END DISTANCE ' _ ` AT INTERMEDIATE �RAMING. � _ , � fi � - . - , . ;. � � , �, - , � , , . - ' 2. ALL HEADERS 70 BE (2) 2x10 (U.O.N.) DOUBLE BEVELED ' ° F� , � Drawing Dafe: 2/25/04 � f (2� 2xlo �2� (3I4nxIlYa" Lv� BEARING PLATE � � �` - � ' ° HEADER HEADER ` 3. ALL P�STS SHALL BE (3) 2x (U.O.N.) - OR SIMPSQN � � . ` ` � � � - ' � - ALL HEADERS 4'-Q" OR LESS SHALL 8E SUPP�RTED VPA CONNECTOR � °a . � ` _ BY (1) 2x TRIMMER AND (1) 2x KING STUD BIRDS M�UTN DIM. L� ` � � � LUMBER � 4 _ � ` ' � - , � ALL HE.ADERS OVER 4'-�" SHALL eE SUPPORTED � ' i - . � • y , BY (2) 2x TRIMMERS AND (2} 2x KING STUDS BEAM PER PLAN _ i � - y � ' � ROO►F FRAMING PLAN � 4. �VERFRAMING SHALL BE ?ac6 MIMMUM AND SHALL , �' DETAIL � - ` � . f g3 p - �_ N - BE POSTED DOWN �TO��MAIN�TRUSSES �N A GRID, g3 3�d" = i'-0° � ' � � , i/4 = 1 ta � _ NOT T�J EXCEED 4 -0 x 4 -0 (16F? ) , - � r _ - � , , ,,. . - - , _ - _ , . � , . , �44107 - � , � ' � � � � - - � � � , ' - , � � � ,� - ._ �_. , ., _ _ _ , . � � _ . _ , . _ __ _ , �.�_ y � _....� ._. _ _ �_� � � � _e _w . � � � l ` � ' ' ' ( r F • = S � , f . ` � � - . . .. � , ` . ' � ' - � + � - � _ - � - - � � - � � - � . � � � - � � �� � � � � � � - � � � STRUCTURAL NUTES � _� . _ . _ - . � - � 'oo� �S,� n r f s ' o o �� r F _ � _ ` � , ` " F • ' ' ; e _ ' , ,_ . � CAST-W-PLACE CONCRETE GOVERNING COQE � °° �'� '� °o a oac � � � - , � , , " . � , ' - . ., , " � � � CODE FOR REINFORCED CONCRETE DESIGN AND CONS7RUC170N - ACI INTERNATiONAL BUILOING CODE, 2000 EUITION � ° �o �° �/ � _ � � , , . � 3�8-95. - AMERICAN IN5TITUTE OF STEE� CONS7RllCT14N, 9TH EDITION � , , . . , � � � , , ` ` � ° + � , , � , � , , � y ' AMERICAN CONCRETE I�ISTITUTE, 318-02 c��'�''�k y ; � ALL SLABS ON GRADE ARE TO BE PLACED ON WELL CdMPACTED , QI��`.� r � . - ' . , _ � ` , . - ` ` , = ; � , , BACKFILL.° . 1 � T , , , � . � � � . - , � DESIGN CRIIERIA ;�. � A � � s ` � ` ° � - _' " , - ' ` , , _ � ARRANGEMENT AND BENDING OF REINFORCING STEEL WILL 8E IN SNOW LOAD: 80 PSF + ORiFT1NG F , - , , � � � - V , , a � , * ACCORDANCE 1MTH ACI OETAILING MANUAL LATE5T EQITION. WIND LOAD: ASCE 7-02 90 MPH, EXPOSURE "G", 1=L0 �, Sheet 4 of.� 4 ' " REINFORCING STEEL WILL BE NEW DEFORMED BARS. SEISMIC: CATEGORY C, 1 1.0 (20q RESIDUAI. SNOW LOAD} , - - � � � _ - � , V GR�4DE - � . FLOOR DESIGN: 40 PSF - RESIDENTIAL (25PSF DEAD LOAD- 1-1/2" GYP-CRETE) ' TREA7EA Z"x SILL PL�tE SOiL BEARlNG PRESSURE: ALl.OWABLE BEARING PRESSURE = 2,000 PSF v � � ° ` - ° - � � � � CONCRETE COVER TO REINFORC{NG STEEL, UNI.ESS NOTED OTHERWISE, ON UNDIS7URBED SOILS OR COMPACTEO FlLL. C � n � � ` , � � T WILL 6E AS FOLLOWS: ' � � ` ' 5/8" D1,4.�c12J" ANGNOR SOLTS * d6" O.C. � (ASSUMED, VERIFY AT EXCAVATfON) p� � °' � , '. : , , � ' � � , � ' . - f MATERIALS . C � ^� � ` ` �� SEE SGNEDUL.E � � ' WiT�-! Z"xZ"x�/16" SG�ilARE WASHERS SURFACE CA5T AGAINST EARTH.....................3" �, � � _ ` , , , �a. , . , " _ ` _ - PPER BEAM FORMED SURFACES !N CONTACT WITN EARTFi OR � /� TUBES...................................................A5TM A50�, �Y = 46 KSI � � � � � � , ` � � , ¢ � ' 1/2" EXP,4N510N JOlNt PER PLAN MV ` � �W E X P O S E D T Q i N E A T H E R - #6 O R I.A R G E R..............2 S T E E L S H A P E S & P L A T E S..............,.....A S T M A 3 fi F Y = 3 6 K S I � • `� � " ` va _ ' y ' . , M 5 Of� SMALLER.............1-1 2"� � � W x � � ` m ` ' , - ' 1/4" L 4X�X0 -8 WITH (4) # / WEIDED CONNECTIONS..........................E70XX ELEGTRODES � E � ,� ,. - � t - F 4 R M E D S U R�A C E S N O f i N C O N T A C T W I T H E A R T H �R / BOLTED CONNECTIONS..........................ASTM A325 BOLTS, ASTM A3Q7 ANCHOR BOLTS �' • � r , - . - Y2 � A325 BOLTS EXPOSED TO WEATHER - WALLS, SLABS, JOISTS.,....3 4"V � � ° � ' � ' , � , ° � CONCRETE SLABS.................................3000 PSI � 28 DAYS C 0° �- E _ � ELSEWHERE..................................3000 PSI � 28 OAYS cII �, � � � � , , ' ' , - � , �" GONCRE'fE $LAB NON-CONTINUOUS ENDS OF TOP BARS IN GRADE BEAMS AND SL.ABS WILL REINFORCING STEEL.............................#4-#10 BARS - ASTM A615 - GRADE 60 m � � � '� _ - `� - � ' _ � TERMINATE IN A STANpARD HOOK, UNLESS DETAiLED 4THERWISE. #3 BARS - ASTM A615 - GRADE 40 . C ° � � " ' 4" DIA. PEf�ER�47Ep ,�'/,��C/�,/,,�.�,/���� 2-N5 GONt. ` MESH - ASTM A185 • L `�-� � m , . � �>"�''�°`� 734x4xt/d N � c WHERE REINFORCING BARS ARE SHOWN CONTINUOUS PROVIDE CLASS B DIMENSIONAL FRAMING LUMBER..........#2 OR BETTER � � � � � - ' � P.Y.C. DRAIIV PIPE PER PLAN- . � TENSION LAP SPUCES (12" MINIMUM) EXCEPT NMERE NOTED OR MIN Fb = 1250 PSI, MIN Fv = 95 PSI, E = 170Q0�0 PSI � w o � ` ' ' � ���g���� g���' ���„ DETAILED OTHERWISE. STAGGER LAPS IN SLABS AND WALLS. LAP POSTS.. ............. . DOUGLAS FIR #1 OR BETTER �' � . , - � ... .....�.... ......... .......... � r � . � - � W.W.F. WIRE SPACING PLUS 2" (6" MINIMUM). GLUED LAMINATED BEAMS....................DOUGLAS FIR W � a �^` t . ' � � �� 5"xt/2"x0'-im" PLATE U11TH � 4 GONCR�TE BLAB MIN Fb = 2400 PSi, MIN Fv = 165 PSI, E = 1800000 PSI . , WALL RElI�oRG1NG 3CHEDUL� 2-3/4" DIAx12" ,4NCHOR BOLT DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., ' ' � WALL H�ICsNt WALL TN(GIQ�lE93 vERT. REINF. HoRIL R�It� FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE JOISTS...................................................TRUS-JOIST MACMILLAN OR APPROVED EQUAL. . � - t : (PROVIDE BLOCKING & WEB STIFFENERS AS REQUIRED BY MANUFACTURER.) � , � _ � �� �� PLACING CONCRETE. o � � '� � , ° 8'-m" OR LE88 m -8 s 16" O.G, a lZ O.C. ' - � ' �AR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES WiLL TIMBER HEADERS... ............................ LODGEPOLE PINE N0. 1 � � HAVE PLASTIC OR RUBBER TIPS OR BE STAINLESS STEEL. MIN Fb.=1200 PSI, MIN Fv=90 PSI, MIN E=1.6x106 PSI ' - '-rD" TO 9�-f�" - �d`�8�� � i2" O�C. � 12° O.G. , - PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS FOUNDATIONS . ', _ - 9�-m�� ro Im�-m�� m�-s° � 9u o.c. e Iz° o�c. � AT CORNERS AND INTERSECTIONS OF FOOTINGS. FILL AND BACKFILL SNOULD BE APPROVED BY SOILS ENGINEER, BE PLACED ' , . , - . GONC. WA�L IN UNIFORM LIFTS AND COMPACTED TO AT LEAST 95q OF MAXIMUM DRY DENSITY r , u � SEE DETAI � WHERE CONSTRUCi1�N JOINTS ARE NOT SHOWN, OR WHEN AL7ERNATE IN ACCORDANCE WITH ASTM D698. n - � - 10'-m" r0 iI'-m" 0'-8" � e 12" O.C. � 12" O.G. g4 LOCATIQNS ARE PROPOSED, DRAWINGS SHOWiNG LOCATION OF ; � , ` - CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE WILL BE EXTERIOR SLABS ON GRADE SHALL BE UNDERLAID WITH GRANULAR BACKFILL � ' � � � SUBMITTED FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCING NOTED ON FOUNOATION PLAN. � ' � + � � � � STEEL SNOP DRAWINGS. ' - � WHILE iT IS THE RESPONSI8ILITY OF THE CONTRACTOR TO PROVIDE A SAFE F - � - � ` HORIZONTA� CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE WORKING CONQITION.AT UNDERGROUND EXCAVATIONS, THE FOLLOWING r,' � DETAIL � � - 2 DETAIL ' MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN AQVANCE. GUIDELINE iS PROVIDED FOR PLANNING PURPOSES: . VERTICAL CON5TRUCTION JOINTS OR SULKHEADS WILL BE MADE AT `r � g'�' 3/�" * i`-0" � " s`� 3!4" = 1'-m" MIDSPAN OR PO{NTS OF MINIMUM SHEAR. , TEMPORARY CONSTRUCTION EXCAVATIONS DEEPER THAN 4 FEET SHOULD � � BE NO STEEPER THAN 2.0 HORIZONTAL TO 1.0 VERTiCAL OR BE SHORED. , - ' ' � _ SIZE OF CONCRETE PO!!RS SETWEEN CONSTRUCTION JOINTS WILL BE L , r LIMITED T0: � • - � • � ` ' SLABS ON GRADE - 3600 SQ. FT. WiTH MAXIMUM SOILS BENEATH SLABS AND F0011NG SHALL BE PROTECTED �ROM FREEZING. � � � , � � ` , � ' � � DIMENSIONS OF 60 FT. � ` � " ' < < PLACE IN LANE OR STRIP FASHION. POSITIVE DRAINAGE SHALL BE PROVIDED AND/OR EXCAVATION PUMPING WILL `{ , � - � � , " BE REQUIRED OURING ALL PHASES. ' . , . VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS REINFORCING STEEL � � � - , � - � _ � � ' _ . AND COORDINATE ANY ADDITI�NAL REQUIRED OPENINGS WITH ` � � �` ' � ` � , � , _ , - � ' �OTNER TRADES AND Ti-iE ENGINEER. LAP RE�UIREMENTS: 40 BAR DiAMETERS ' <. , � � � � - ' . - � - ' " _ , < < , - CORNER BARS REQUIRED OF SfZE AND NUMBER OF HORIZONTAL STEEL AT ; Y , , , � Z��x,y�� � ���� �� ALL CONCRETE EXPOSED TO FREE2ING AND THAWING WILI CONTAIN 5-7� ALL CORNERS AND iNTERSECTI4NS. � - � � - ` - ' . � ENTRAINED AIR. �h - ' � � , � MISCELLANEOUS �' , E � i/2" jGUX PLYtiJOOD - � c '.. - ' , � - ' S/8"DiAxlm" ,4NCHOR BOL'CS +� 36" O.C. ALUMINUM C�NDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE. � ¢ . - � �W17H 2"x2"x3/I6" SQUARE WASNERv , , CONTRACTOR SHALL COORDINATE OPENINGS AND IMBEDDED ITEMS N�TED i, � ~ , '1"RE�4'fED 2"x6° SILL PL�47E� CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE. ON CONS7RUCT10N DOCUMENTS WtTH APPROPRIATE TRADE, � � � - � � � , ALL SHOP DRAWINGS SHALL BE REVIEWED BY ARCHITECT AND/OR ENGINEER � ; > ` - , „ „ ,� PRIOR TO FABRICATION. ` . � ` 2 "6 ° '� o.�. „��� GDX PLYlU00D HANGER SCHEDULE ` ' � � - CsRADE - � ` . ° ?O �i00F SNEATNING STRUCTURAL ELEMENTS SHALL BE TEMPORARILY BRACED IN A MANNER TO " B � � - TYPICAL FR4MING HANGERS SIMPSON/STRONG--T1E or EQUIV. RESIST WINQ, EARTHQUAKE, AND SNOW LOAD5 OR COMBINATION THEREOF � � ' GONGRETE SLAB , 1/2" DlAxim" LONCs ,4NCNOR BOLtB l �` UNTiL WAII AND ROOF SHEATHING ARE SEC RELY IN ALACE. f , , t - �EI.�VATION YARI�S S�� PLAN) g 36" O.C. W/ 2"x2°X3/16N 3QUARE WA81-IERS P.7. TREATED 2"x6" (9-1 J2" DEPTH� �����f l�+(,.SS' o'� ;� � � � < Z . COMP,4CTED GsRA1/EL �ILL TRUSSES TO BE DESIGNED BY A �i�3����id;A- GISTERED ENGINEER AND � �Q � 1. 1-i/2N WIDE - FACE: IUTZ9, TOp: ITf29.5 S(I�p '� ��,�1 TO NAVE MAN��'ACTURERS STAMP aN EACH 7RUSS. � ' w-.► ' d�" GONGRE7E SLAB 2. 1�3/4 WIDE - FACE: IUT9, TOP: ITT9.5 � � ' - � . .� �°- 3. 3 WIDE - FACE: U210-2, TOP: MIT29.5-2 .�.. ,Q NA ING SCHEDULE . ` ' �. ¢ � - >,�; � S�E 3CHEDULE - 4. 3-1/2" WlDE - FACE: U410� TOP: MIT49.5 l. 1 (�V�L��Q,�. JOIST TO SILL OR GIRDER, TOENAtL... 3) 8d r , _ � , ' _ (9-1/4" DEPTH) BRIDGING TO JOIST, TOENAIL EACH END....... ................................�2) 8d , � 0 SILL PLATE TO JOIST OR BLOCKING, FACE NAIL................................16d t� 16 O.C. . � � ~ � � ' ' � 1. 1 1 2" WIDE - FACE: HU210, TOP: JB210 �� � TOP PLATE 70 S1UD, END NAIL................. ........................................(2) 16d � � � . � - � '` � � 2-«5 CONt: � " '����` ' 2-p5 GONT. 2. 3" W1DE - FACE: HU210-2, TOP: HUS210-2TF ��I� '�'������K STUD TO SOLE PLA?E..........................................................................(4) 8d TOENAIL OR , ., �. , • y , ',� ,,;��r���,.�1`> � ' " � � � �� (2) 16d ENDNAIL t� ` � - ' I.IND18`CtJ�2SED SOIL (t1-1/4" DEPTH) DOUBLE S7UDS. FACE NAIL............................................................. ...16d � 24" O.C. �rr � � - � ,,�,� � y y, + . 1. 1-1�2" WIDE - FACE: HU212. TOP: JB212 T�S� �. DOUBLE TOP PLATES, FACE NAIL........................................................16d � 16" O.C. � � �`��` '� '��`��`� ' , ` 2. 3" WIDE - �ACE: HU212-2, TOP: HUS212-2TF � TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL.........................(2) 16d O E � PER PLAN ' „ � _ , - CONIINUOUS HEADER TWO PIECES................... .................................16d � 16 O.C. r ti ; ' s - ° . (11-7/8" DEPTH) ' , , , ALONG EACH EOGE `� ' , ' � ' ,- � 1. i-1/2" WIDE - FACE: IUT2 i 1, TOP: 1TT211.86 ROOF JOIST TO PLATE, TOENAiI........................................... ............... 3) Sd � 3 DETAtL �� � � DETAIL � 2. 1-3/4" WIDE -- FACE: IUT11, TOP: ITi'11.88 CONTINUOUS NEADER TO STUD TOENAIL.................. ............... 4) 8d . � , „ , r........ _ , , g,q, ;, ,_ „ . - g,� „ ,_ ,� 3. 3 WIDE - FACE: U210--2, TOP: MIT211.88-2 ROOF JOISTS, LAPS OVER PART1T10NS, FACE NAIL... .........................(3) 16d �. � 3/4 ■ 1 m � , 3/4 e 1 0 4. 3-1/2 WIDE - FACE: U410, TOP: MIT411.88 ` � . 5 1/4" WIDE-FACE:HU5.31/11, L5U5.12 ROOF ROOF JOISTS TO PARALLEL RAF't'ERS, FACE NAIG................ .............(3) 16d „ ' Y - . . � BUIL7 UP CORNER STUDS AND COLUMNS............................................16 � 24 O.C. � f � ` ' - � � - - BUILT UP BEAMS ..................................................................................16d � 24" O.C. � - , � - . ' ' ' (1�" DEPTH) - � - . 3/4" (40/20) CQX T&G PLYWOOD SUBFLOpR.....................................8d � 6" O.C. PANEL EDGES �T � � 1. 1-3/4" W1DE -- FACE: IUT14, T�P. I1T14 8d � 12" O.C. AT INTERMED�ATE FRAMING (GLUE TO SUPPORT F+�i � y � _ ' � - 2. 3-1/2" WIDE - FACE: U414, TOP: MlT414 FRAMEWORK WITH CON7INUOUS BEAD OF CONSTRUCTION ADHESIVE) � � e � � � , 5/6" (32/16) CDX PLYWOOD ROOF SHEATHING..................................8d � 6" O.G. �''/� � - ' , ` ` ' � A? PANEL EDGES," 8d � 12" O.C. AT INTERMEDfATE FRAMING �/•� � � � � � , � < < . , ' ±� t/2" (32/16) CDX PLYWOOD WALL SNEATHING................................ ..$d � 6" O.C. , � r ' - � , � - AT PANEL EDGES, $d � i2" O.C. AT INTERMEDiATE FRAMING � � � _ - ` , � � . ` (BLOCK ALL PLYWOOD EDGES) � O k, - ` ` _ . � � � ' . � ' . STONE VENEER r �� _ . � . FRAMED STUD WALL SCHEDULE � c �, 1/2" GDX PL'YU100D . Z��xfo,�� � 16° D.C. � , � , � � , , ' - - , � ' E WALL S7UD HEIGHT REQUIRED STUD LAYOUT � ` ' ' , ` � ' 3t4" CDX PLYWOOD • UP TO 8'-0" ` 2x4'S � 16" O.C. STUD GRADE t i _ � � '� , � � � f � - (2} �v1X�"" LAG � 8'--0" TO 10'-0" 2x4'S � 16" O.C. N0. 2 ; ` ' ° P.1'. 2"x8" r - _ , � � SCREWS AT 16° O.C. 10'-0" TO 14`--0" 2 2x4'S � 16" O.C. N0. 2 � , . � _• , ' � 14'-0" TO 18'-0" 2xfi�S � 7 6" O.C. N0. 2 �� � , ' � , � ' , 6X6X� CONTINUOUS ' � � _ - � � w � � - STEEL I.iNTEL . b r � - � ' �� � - . , � � , � � � � . � ^ BL�JCKiNG REQUfREMENTS ' n ` , il 'i/8° TJ! lBEE PLAN) ' , � ' �ra�uing Date; 2/25/04 ; . , ` � � SlMPSON ITT11.88 ` FULL DEPTH JOIST BLOCKING SHALL 8E PR4VIOED _ ' , _ , . � BETWEEN JOlSTS AT BEARlNG 5UPPORTS '�IHEN �/ ,` _ ` ' ' � ° THE CONDlTIONS 8E1�W ARE i'RESENT. � - , _ , � � � � � ' , CORJC. t,UALL S�E DETAIL 1� � r 1. BEARING WAt1 AB01J� - � �I � � � 2. JOIS7 BREAKS OVER SUPPORTS � � i � 3. CANTILEVER CONDITIONS �,., �- . s DETAtL � � , � � DETAIL � � � � � 3. JQIST SPANS OVER 8'-0" # i , , _ ' `� �/�n n �r.mu r ' ' ' � , `Q!4 �/�„ s ��•��� � � r r - � ' " - . � � , , � _ , n , - � ' � . _ � � _ � � #04i 47 t; . . , „ � _ , - , � , , _ , ' _ , , � " � ��" . , ' " ' - ` _ _ f . , _ _�� ... . � _ ,�_ , _�.' � � �� _ . _ _ . � � ._ � < . _ _ . � __ �_�___,�_. � _ _ . _ . �--- -� -- - �_ �_ _�,_ _ ,� _ _._ __ _ . � �� � � _ � ' �� ���.� � t'�1 ��� 61'-O�° � '� ° _°�>" , � - � , , � �' y'` 1 �' 8,-0� q�.�J• 13'-8" , �L��� �j...,4� �...����� ' y Ib'-10" 5'-6° 8'-O" � � . � �" ' O � I1�tt�IG�kTES SMOKE DETEGTOR, GEILING INDIGATES WINDON! Lt�GA�7'dQN � 2'-10" 8'-0" 2'-10" 5'-0" 6'-O" 2'-7° 3'-3" 2'-3" 3'-3° LdGATIDN RE: UBG �i7,REQU117EMENTS. q 5EE WINDOW SGH� ' � o a �t- �' O F O R S I Z E A N D D A T A. � � ° ° N � r FO INDIGATES EXHAUST GEILING FAN �1�1p�GATES DOOR LOG/�TION `D �. `j� G o , �� ', • ( LOGATION RE: U8G '97 R�QUIREMENTS. O 5 E E D O O R S G H E D U L E � > ��.+ � cv i � FOR SIZE AND DATA. p ed Q M � ' I � INDIGATES FLOOR DRAIN LOGATION. t• A � , o � INDIGATFS H05E BIB � Q. • ' ` — ¢ � n� � 'vi � ' —--- -- —-- --- �-- ----- -- INDIGA�TES GLOSET --�8 LOGATION. ' , v � � i"`" ^O � ROD AND SHELF �, o �-�+ a v p I MBERFRAME �. o � ;� � c � ' - ILING � _ � � � F � � o� cn v� �- � q�-0�" 13'-0" " I I'-0" I I'-4" m cn c � - ----- - -- ----- = � �� � �� � o o c°� i - - - - - - - - - - - � PAT10 Q 5-3� 5—� � � GONGRETE O � � � SLAB ON � � I � 2� GRADE• ' ^ ,-. o . , � ,s q% �—', c � .�. ._ � F O 1 O � � � �.1 � � ' � 22 `� �/ ,�� ��r cp � - , � 20 4�_6�p 4,�p 8�_�n 4�_��� � �O o , �c � ' _ � _�:-� ___��....__W..�.,. — — ---------- - , � � .�_,__��...._�,�_ ,...__,�, . ...."���.... �...._.....,.._ .�.....�.._-r.�_. .� ...�..�..,.,.�� —,,— — — — — — — — — — � ~ •� � � --- - � ai .. � . , 13'-2��� � 2I'-lo��� �I I � � � � � � � � STONE fIi i1I � � � � � _� _ r � � O �R I I MAIN LEVEL � p I I � '� � �g � � � LOGATIO FOR � � . � ' �LL. I I A.GONG. = 1q94-3 I/4 I I _� �p� , - - 'i � tr +,, I I l I �6 _ � � � IN LUD�I N 220 � DINING ° i i LIVING ri"r�E'�R'°`'�'E i ' �' , � = vo -r � � . � I- HR. RA� ► COVERED ► i I I — . � � r�cH, cH� ROOM = � i � _,- ROOM HA cr��� � i i �� P��IO � � ► � � � ou r. � � � � � � ► � =+� ' � � m PATIO � COVERED � � �` � � — � � m � � - � I PAT10 � ' � ' ' 42" HEIGHT ------- —_----------- --- —a --- — — — ----------- -_-� � I t�' � � � . -- GOUNTER-TOP - - - - - -- - - - - - - - - - - - - - - - - - - - - - P , � BUILT-IN I I = � � �3 I I ENTERTAINMENT � � � � ! a , LL_ .__ _.��__ m d� ' • ' � I ' � - � ^�I1 �y ----------- � � GENTER BY GENERAL � � � i , 14 15 - � _ � - a__._._�._ .�... .ffY _ _ , �,<. r - � —�-�- ' E L� -- GONTRAGTOR � � m I I Q � ' � � , � srot� ' � � _ `� � � 2 4� '°O m BEDROOM .� f � � �B � � � � #14� su�q � � r �t p o o I D.W. I �- I ` ,�; Gt-NJTE = HEARTH I E G�S RPPLIANGE I I = � : v� , t , , ; i u � n + O O � �� � F � 0 = � �' �� � � FIREPLAGE W/ ► � � � j o � _ € ° 5-10 I I -0 I I � - _ �-��.�,,�..��,�Y�,�� , „ . ,� -�`� ,,, � Q � VERT. B-VENT TO � � � � �M - � �' .�� ,� r r' �' � BE SELEGTED BY � � - ° 3 ' : � � n ry _ y � � � KITCHEN — — — — —�' OPEN RAILING , � ; owN�z. ° � ��z = _ Z�, � � � � � DE51GN BY W� -=--__ - - - - - - _ - _ ` --__ --___- - 3 i ��6 BEDROOM � W ��,� . ��, Z a� .�.` y� , ' 6'-7" z ' t . UTIL =.,�, or�+Erzs. o�� I = i #2 � • ;� � ,��,�, . � °, ` � T —�, �N a"�Q I � -'� ��,� � � �., I -� � ° r , � w�' , A,. ' �^ � 2O"'� 1 � O 3�-��" _ =KV � � � j 5�-0�� 8�-0M 5�-0H � � � � a t � �f c� ' , i � { � � � m , � N � � va c� -a� ° t ; � I � �... 4 ' � � � �`` 6'-"i" 2'-'7" ' '�' b'-II�'_ � b' S" 3� g• �� r INTERIOR AND E)CT'ERIOR YVALL � 8'-9" 2��„ �M 12'-O" 3�" 5�-0. , „ 3 a nt 5�.��� � 3�" '�"� � � ,a- - t � � , q-i �1 V -�a- M = 4� r; •;� =�v I � I d? pN,� . FIREPLAGE TO BE R1LL HEIGHT � � � � � UP j LANDINa � � PANTRY m I � I r 2'-Op STONE VENEER � �p uo ( L_ m � ! REF. OVENS � i I f If4 � O , = V � � ,� , ; ; ------ -- ,� -- ---- , BEDROOM � p � � � � � � � �u ��G� �..1. s =-�'`R � � I ��:� � 0 Il5 c, N 5 _. �.�N� � • � ,' � ` ; �' � � Er�rrAY � ! � �V — � #3 0 � . -°� � s � � � ( I I � � � zn S � � ��. � , � o � �� , , � � .�� � z4�-i� z Q � � I � HA�,1. �' � � � � i-�z. �-r�o � � -� _� � ��., � ; � ' , Q � � — — — —`p MEGH. GHASE � _ �BASEMENT LEVEL = I � .,,. ° m i TA.SLaB = 1984'-0" � Up I '� � � � ' `� a�-��• — _— — Q � 8�-0° � m 1 � � cts . :�.. � , ( pp� , I _ n7 2'-i" H� 5 � �- , � \/ O �� ' � ' t � � POWDER i . �� ' � � 12 13 � AL16N + ` N �� E J : f � s ( � /V ( � � d , � � r�' � �y Ln » �� � � � 2-CAR 21O � � - �i � i OFFICE vH. ,� .� ,, y I � 3 �.� � YQ 9 r ° r GARAGE � � � - � � � ' i , � , V , � � � � � � ; � �GARAGE LE1/EL ' "'�'�"°`" "�"�" ��_ - � =� � STORAGE _ -� ( �O a �. �; ` , �TA.SLAB = 7990'-3 I/4" Q � = V � I ' � 6 = , ( , o , � � � � L �d ., � , ; � � , ; , 0 _, , � HB _ o � o , � =� I ' I m t -- - - : �' 0 3 • � �. � m I � I _ � „ , ,n MECH. -r ` . � � ��� L�lYER EX7ERIOR �° .TYPE �X�� � I I ( ENTRY I I GONGRETE ! � 11 � 9'-6" 2'-4" 4 2� 0 S��N 3 �� �ot, 5,�, �p _ 8�-0�� i- / � t�.. ; i � l � GYP. BD. o WAL_LS d GEILING I ( I ' � � . � , O m I� �i � � ' + � � � ( � � PORCH � � GR�ADE� � � 5-6 5 � � BATH #2 x , � � � , , � �M6GH. � � � ; � �------------- ------------� - -- - I I II'-O" _ GHASE / � , r " I ( — — — — —_— — — —_— -� ° ios ABOVE • — ' , � � � ` � � � - - - - - � m - PLAY / � - � . ; � � -�? i , ROOM ' • '° f • � • � M � 3 4-2 , I , ; I � Q I TI ME y � , _ � , � J IY I RAILING •fl �SUB-BASEMENT LEVEL � - � � ' � � I � "��P�—"� _� ry 5 T.0.51./�tB = 7980�-0" .. 3 . � . � � � � � , _ �_ ; 1- 23'-I" � GONG. PATIO SLAB . • , • • a. �,; , � � � � ,�� ,� � . - �,o „�„ .� I z � � } , 1 �� �� � � �t�►IJ ' . CRAWLSPACE � • �� . .. , � .: 5' HEIGHT MAXIT�RJM � ��d"� Z � � ; . BETY�EN FLOOiZ , � � b�A � ' ` \ \ / � AND GEILING ""ty � � �O � r . •° .1015T5 AND 12 5Q. '� •� • ` . � � \ � CRAWLSPACE i � ' � ' � � � A�,�ESS s� � � �� � ���e� � ` I m = 5' Fi i MAXI '�' � � 4� } � ��� — -+n � � / a TA VAIL � ..., W � E�ETY�EN Fb�R AND ' ' 3�'8�n 4'-10" • a- GEILIN�'J015T5�AtD 12 5Q. : , . RECULA�TtONS. " � � . � � � ; ���� � a /F .Y�tAXIMUM AGGE55�I Z� �+ Q, �A � a � � �_ M � �� � „ � / PER T.O.VAIL \ `' . ' .•� � � � � � � � ._ � �. A � � 25-O 5 � q-8 ��-3� � / REGULATIONS. � . . • / \ � Z `� .•� �� ,��i.�. / � cn � a� ' ; � . � ' i � � •- `• • d � • • � d� • � • R O • � •� i, � � �'" � � � � . � � � �. , � � E 25�"'Or �4�—�u (��—�n 3��M � r�l a � � < � r � i �I�O�11 � : � I / + � � � } � y � � * ! . "�OWN O�1iAM„ � t� . f . � � MAIN LEVEL FLOOR PLAN DES�G�! REVIEW LOWER LEVEL FLOOR� PLAN � z ��s A { 1 � ; , 1�4�� _ 1�_��� STA F�- �•��R _ 1�4�� j���� . � DATE: � Y�2/ �`{ v� STAFF: 3G � , J , � � t a � —, __ _ . .__��._.._.�_�_.__ _�___. __...__v __ t __�_� _� _� .�__�._.�..�.._ .._._,��__�. _ ;��.� __ a � — ; _ _ _ ___ — --- — -- — — — -- — — — — - -- — — —__ _ _. ___ — ———� — � _ _ — ----— -----_ _� =— — �— _ , — — ---__ — — — —= =--- LL== _�= - — — _ — -- — —_—— — -- — _ ___--�_ _--___-- _ _ _ _ -- _ __ _ _ - -- —� — - — — -- _ — —_ ___-- ,_ ___ - � _— - -- __ � , � GENERAL NOTES: � C�NTRACTOR N�TES DRAWING INDEX � oi �o not scaie arc�wings. � �"�A1��1°t"`���0"°� `���y °r�"�s � Gonstructlon Document5 Note: ARCHITEGTURAL DRaUJINCxS A # neeaea by tne c,ontractor for cor�stnw �on of o ` ; � � � o� veri�j au drnensior►s,condit�ore ana utnrty tocat� on aspe�ts of thts pro�ect,he shou tmmedrateh�not�Fi y tha These Gonstructlon Do�uments in�ludin9 Archite�tural Sheets AI to A7 and 5tructural Sheets 51 0 � � the�ob site prior to begrr,r�g any worlc or orderr,y Architect. r-anure £o gtve ar�pie nottce sF,a'ii rensve to 54 have been prepared tn response to the speciftc Bast� 5ervices reqyested by the Owner AI GOVER SHEET , 51TE PLAN N � � any materwis. r�t��y Arch�te�t o�arxl conPi�cts or �r'ct�ite�t o��BSp«�t�i�y- contem latin contlnued Involvement sele�tions and declslon makin the General Gontra�tor A2 FLOOR PLANS - LOWER � MAIN LEVELS N I arscrepan�re� h the docurnents amiedtate�y. P 9 � 9 �J �, � io -rhe c�nerai cor,trxtor shaii be responsmle por and Owner tl�ou�'1 GOf11�7I8t1011 Of GOt15�'UGti011. TY165e G�OGUR1ef1t5 inC�IGQ�6 �'18 SGOpe Of A3 FLOOR PLANS - UPPER � ROOF LEVELS I .� � �� 03 Areas of con�i�ts or arscr�ies m,st ne wiu� gatrs�r�g Qu appi��e coaes ana obtahrng au ar�htte�tural de5t n conce ts roved the Owner and include dimensions of the bufldin the � � `�' �` -_ resoNed with rr�tten c�x�ovol From ths archtte�t before perm� and requlred ap��rovals. ThI�pro)ect ►s g p �p � g� DOOR � WINDOW SGHEDULES � r- � cor�str„�tia, conta�,es �n those areas. c�,erned b� the ur,�orr,�,B„��d�g coae,iaq-t,�ait�or,. types of structural systems and an outl�ne of the ar�hltectural and stru�tural engtneer►ng A4 ELEVATIONS - WEST � EAST� Q � ° �;� coae corr,p�iance �manaatory, �t�e Gor�st�,ctb„ elements of �onstru�tfon. These Gonstruction Documents provtde the scope of servi�es as �5 ELEVATIONS - NORTH � SOUTH � �? c. � � 04 Plc� dtmensions are to face of stud Documents 5hc�11 not permit r�'k that does nat outilned In the Agreement for Archttectural Servt�es and therefore do not ne�essaNly indi�ate or fcwe of concrete untess ot�,erwrse notea. con�orm to a�i reie�c�nt codes tnciudtng uec or describe ali materials re uired for fuil erfoman�e and com letion of the Work. It is the � °- ''`-' ' � Sectton c�d elevatlon d�mens�ons �e to top of and all local and regional codes. Q P P A6 Bl11LDING SEGTIOt�I � � concrete,top of plywood, or top of wan iates understanding of the �4r�hitect and Engineer that the General Gontra�tor shail furnish all Work ,4-7 g�iLDING SEGTION ~ -� w� or top of wan p�ates or beams uniess ot�erwtse i� Tt,e c,enerai�ontractor a,ct 5,�econtrcwtors st�c,ti ��e�a req,ulred for proper complet(on of the Work and that the Work shall be of sound and q,uality � �, , noted. coordhate and obtatn al from the Archtte�t/ A8 DETAILS ` �gr,eer�efae ay cut��i�tch or drni � �onstructlon in ac�ordan�e with Industry standards and all manufacturers specifications, � � os Provtde an necessary bioc�g ro stud wans ana a,y�t-h �cs conu.ete,5tee��ntng, �a�y otF,ar, instruct(ons, and warranty rec�uirements. The Gontractor, based on the foregoing, shail prepare � t �envgg Locations Include but are not IMited S��,i s��� ����fect the stnwtural for Owner review a reaiist(c budget wtth a latltude of prices based on assumptions of scope o� L�4NDSGAPE DRAUJINCYS m to cemng ana wan-rnountea fixtures, tonets, ��y� �b„�id�, Work and Owner roduct sele�tlons. � totiet accessortes,cabinetry,countertops,sheives, P LI LANDSGAPE PLAN / LIGHTING PLAN o closet rods and fake beams. 12 5ubstituttoris of 'Ec�ual'products wlll be acceptable ` on�y wit� o►w�er�s r�ritten ai, uniqus spe�r�iea Gontractor's Responsibilitles: STRUGTURAL DRAWINCzS ;»-� � (2'8) cienotes aoors= refer to floor plais for door items are mtenaed ca qua�spe�ifkatior�s oniy. The Gontractor shall be res onslble for f(eld verif in ail exlstin �onditions, Gonstru�tlon locattans. Door Hardware to bs selected by owner. p y 9 g 51 FOUNDATION PLAN ' i3 it is ths �ntent cnd mean of tt,ese dou,ments that 1�o�uments, 5tru�tural Documents, munrctpal and/or county zontng codes, pertlnant UBG '9� �ode 52 FOUNDATION DETAILS � o� Qc�enotes wtndows= refer to elevations for window � �,��.��,�,a,�.��.�.�,�Q�� rec�utrements, and 6enerai 5peciff�ations. �;, �����+�� ��,����s,�� � ��, 53 MAIN LEVEL FRAMIN6 PLAN � Refer to Wlndow le for wincfow t►�es. ���a Iste wlthh�the Iies, u� t,etc., O g�,�,� ��1� �O9" The Gontractor shafl be responsible for all Me�hanlcal and Ele�trical engineering, desfgn, 54 UPPER LEVEL FRAMING PLAN / DETAILS �► •�-+ � oe Goord�nate all eie�trical and mechanical frxturss to � spe�if(�ations and drawings as rec�utred for building permlt and approval by Owner and "' fit within ce11Mx�,floor cnd wall spa�es. Ver�fy w�th Af'GI11teGt. SS ROOF FRAMING PLAN ��► MGhltect when dNertir� from drowk�gs. � � ' ZONING STATISTICS � 99 ununr Po� � �� GUY WIRE DEAD POLE ANCHOR �N�Tq� � �- � - - ZONING: PRIMP�RY /SEGONDARY �e Eq � (NON-GONFORMING) � �fMEN CN PEDESTAL LOT AREA = .267 �GRES = 11,630.5 S.F. •- . . / TELEPHONE , � Q PEDESTAL SITE GOVERAGE: ��--_-�`.-�� - - _-��-�-.--�--�� Q � \,;� � ( �� � S��' , Mq rrE OPO ED� TE GOVERA�GE= 2,42 5 FF ,� s'-o" �''s� � +�ic�T �4 3s�w RNpRN � wa�u. � � I • w , 6� �ic�r ����So' <<q GE GRFP�: � , 15'-0' `� r�o . � . , ��� 6RFf� MAXIMUM ALLOWED = 3,332.5 S.F. � �A� � � 799ea `� . GRFA TOTAL PROP05ED = 3,323 S.F. p o � �\`� � V `� �• J \ l TA � FOUND PIN d� CAP � � '`'� ? LS. N0. �as L�NDSGf�PE �4RE�: W � o - �� � , ` B'O-0 . 's�� ��v.= �sss.�•� MINIMUM 605� OF LOT ARE� = 6,978 5.F � z �,� � o W .y� /� . � ' ' • . •, ' • . p .�o� PROP05ED LANDSGAPE AREA = 10,000 S.F. �' �, � � �Q �y -• l • •`_ :- 6�94'-O' ' � � � JW : ' '�• • • ' r . � v+� � � � w • • � � �Z � + �.r, ' . • • •�`•_' • �• DRI VEW�4Y GOVER�4GE: � =i' °I Z a � w '� ' , ?'�� " MAXIMUM 20:K OF LOT ARE� = 2,326 S.F. � � ° '�- }� / , a • • • 'e a: • �. � PROP05ED DRIVEWAY GOVER�4GE = I,�00 S.F. N J Z � • �— _T'� F � � � ��� . ZI � � �,� ' � ; • V � � I I •• . r`''f r � � ° • ��,��'. BUILDIN6 HEIGHT: � � � � � �. � " . +' - e°'4-'o b _�, • f BUILDING HEIGHT M/�XIMUM = 33'-O" .~.� � � s� "�."�,, � ,�� W � r ` , • ' BUILDING HEIGHT PROP05ED = 32'-4° V � � � e 1 \ « U � ~ RI • �' ' • � � � v � � 1 ( . . , � ' � O O II � II • , ' � � � V � -0� C32' •) � , • .� _ � �.. �-4 � • • ' � i� � � _ . I MAIN LEVEI_ � � ���� ■ �T..r � o � LO T 2 �,� A.GONG. = '1994-3 I/4 ��K GRFA CALCU LATIONS. � -� � �-� � e��. �� - o � � - ' a r r.o.st.nB = -►qe4'-o• �v GRFA GALGULl�TED AS IN51DE FAGE OF � - . I • ._. °O C � I 'o EXTERIOR YV�4LL. �-=� � � o �'� , � � (z) a�xie� � ~ � - � � � �982�-o I ARAGE � AGES I eou�-o• W GRFA: � � ''�� � r � � ' � LOWER LEVEL: 1,363 S.F. ��� ' �9�-o G � MAIN LEVEL: 1,171 S.F. ' ao.wa� �1 �� �A�� �►- N UPPER LEVEL: TII S.F. TD� �� ~ I �� o� ro° GARAGE (OVER 600 5 F�: 18 S.F. -� -0� - L 0 T 4 .,e _ �W Z 3 `� - _ - - �Q TOTAL: 3323 S.F. qe�c�,o • GARAGE PATIO - _ _- _ ? _ _ , J W ' TASLAB = 9 '-3 I/4' 6794-2 � _ _ - _- - - N ►Q v � I _ _ N , 5i1B-BASEMi NT L '� ��� - 3y ?Q TASLAB = 980' ' ✓ , - X � .��u C/� � � -•• .�/ , - �Z � ' Mt f�i x�l N� F :I '�+„�A F�'�� • � �� �j � �r �I"��x.'..� ... °4 r/�t _ �. �� a � r� � a ,�, , J(` a f '1I - - � A��`' � ��� �QaF�� � ���� � BUILDING CODE SUMMARY �v w"`¢"�' �,n.,, ,r.,� � {�i. . • • `�����•�d �r " O ��° � � ��.;�,a � '� . r , TA!'V/V.l_ � _ - ;�' ,t.., ;;e �" s r. _#, ��r. �ia,1C' ip•�. ,�✓+ `4� �, _ - �� ,a �. t,�,,' a � ,f��; � �� ,� � _ 748B-O• � -_ _ ,,,a Y�,' �','_.�,. „�- ,�M1,"���Y'>r�"�`. � `� � n�� �,', l�il��-J�f>T _ ��`� OGGUpQt1Gy GIQ551fIGQt10►1: N - _ ' h :�;...�� �.,;�, - ' �' i��, .� .•�; ^- ' R ' �T�- � BAJNALL , .,'+° 1 J - � "" ., •. , �>�,{;���;,,ryP a;4.,"' � ` _ �'� � ' - . - SIC�e�1G6 � ��r� ��� �'_ "" 'n r�i��.a, ro�_..��� 4,_ .� �, .�,�, � � R 3• Single Family Re -rqes-o - - �r, �x- r,��,,�:-A�.��� �4 w�-. �,��: ��jz:dT3,��:�����;,,., � .�,� t.�a°��;',, �«R z�' �;i..: 4�" ___ � �� M-I: Private Gara(�e � ) - - -.., - .,� ��': �,_ .Y ' �` ,� r�.a;r�,} �h,° �-` ;y��� �. .. •,*`„ , %',, � �r �'�i � � � � �ht.g-�#t `�?"-,�E °`��'��� �s7.,7�i_� v",s,:�.t� '�� �t � �X �, - - Q����`\�� J J -' .~�Y '� {Jfi���f + � 7"'S.� $' y`,mp"t , �S`� 2i±,��.�.� .�'�/!F.��`L'ed r"'fv �� F v�y`� � �• O v__ - �FJ y f� S�I�l1► R , t . �,�.'..r� .'�,,,` u �;�+ ^ � ,��' a .{ , i , f + t, e_ ' v •• • �^., � �:•��� '��-`' ��E�'�;��'t�,�. ��r�"� � �,���' ¢� ;rx� ��;� _ - � �� � R-3: Residentlal Gross Floor Area: p �..� � i � .' �c r 4°.' a�"��,�i2�Lckn,l;'g '�a'±ra`K` '',�'" ��� ,�y+;��� e e.R ��3.'h „ ;'� _ ' I— � O 9 �s, .,:��;` ; , ��,� dp: - � . Fa -�w, '- <<. _ ,, ` _- _ - /V���C? ^ t� TOT,4L� 3323 SF. �'`'' �...y • ., M 1 _- ' v✓z", t, r' - '�3,tw , . �s�e �„g� -"�r;r.' '6�:'�%G y+z�,� � `� ;Y'° ' _- _ V w� • O i v � .? ,. � ..#� a .,�„'^�'`:'���i�'�, _ ���i�ja'���-`'a^°'":�';a;x �±s,.'QaY� - 4�� - O� ,1/ V/ � ,�""' � �� �, ';�° s � �°_,� ' � ' , �(S M-I: Private Garage GrosS Fioor Area: V � � � O • "t�j ` � ,�4 t "fi i'pk� p�o` °' +' je,t(4.,� x +i.s _ -4°� �� '�n. �, �,�;, , �• �. >°.��, k; �+ � �x��:� :�,` 5� , �y �° 4-�;'-�c,', ,a- ...i .;` V� ��F;;'�r,"'�',* ._,,�+:✓,tt :l -� - . � '� '`:i ', ' , 4 _ _ _ "O �' �a V/ � a/�1� � � �1 �, w�: .���'�4. ry��_J - .,ki �7 �`,� :#r,. ' �Jn n�..,`�,t .,�d..i^.S.R.� r}-,`y.Y`�` '�r- �r _ ' _ �``� �� TOTA 600 SF. ) + �, u '`- : _ �;`'`� '-�` ' �=� 5 �,` Y' ""°�' Q �i i�1 � r B ..;,k�"'r. d tl�r �;z`��� .+i � '��`V;,�3;sY Et.r:A�:"A i�,',��* .,,f.r. �'� ,K,�.�,��' ;� - _ ' _ � •^1 � � -- . "^ �,�a,<,,r'x- � 'Sk",��> �����'° ,� `�`'��" ,Y�z` r'+.�� � "'s,wc` - � � � �� � i 1 ", �_ ;�, � ��� ,s .. �''�'�;, r��•' ��`��� ` - � Q�' O�cu(�ant Load: � w � ' �'rrt,, r��,� � �j,-_ ' h.::p%, � � `��� �,"��i,�-^,rtriz �� ��z� A_ •�� �� �,�,;�,X.''�.��_ ' ' 1 � � � .\t _ r;.w_� w� „ .;��'��.- _ ', -.� y., ,�. ___ R-3 � I/300 sf of untt space - II � � � � , �t�° ��' � _ � -� � - _ ` ; '�r:. , �� ---_ _ M-I � I/200 sf of unit space 3 � � � � � _RG�AE -� > ` ,� K.;= r�'' F '�. w EDGE OF I _ _ _ __-_ _ ^� � -�• � � i ,�' . , •�--� � - CONCRETE � ��, _ - _ .�t ' z , - _ _ Gonstructton Type: � " �� '� �'�1 ''�� T e V Non-rated � � G� '� � oR�vE ti - --__ _ � � � �" , � �:�,':''�:`��`���x� _ _ yp w t�p y, � EROSION GONTROL '\ _ ` -� - \�" _i; ° - � � \ � ^ � ,, � .�� ���� ` �. L O T 3 Fire Reststan�e: � � � : � (SILT) �ENGE. , � � Garage to Residential wall constructlon wtli � "" f"'' " �' "' �` - ` � �c 0.267 ACRES A �� � A ' LOGATION OF STAKED ;, ,,, -'4`•-� conform to one-hour rattng per 19�fi� UBG. � � � � _ HAY BAILS FOR SEDIMENT �:l� � � _ �� 1758 Mech. chase wal) constructton wiil �onform � .� � GONTROL SHOWN HATG �MqX ° �°' � 7_x'��'� �` to one-hour ratin er 19a'7 UBG. � � � '~ ' \ \ � / } , -, gp � � � � � � \ ° '�� `��� � � Hei ht � Number of Stories: � 0 � � �v � v � - .. .Y`� , � �. �?q g , „ V � ''� l`:' \\ � o- � ': _ 9p� 32-4 highest point � ^, � ho- � `'�'� ry Two 5tories + basement , � � --" � ��� �-�� mtQ , � �- ---" n -� - � � ,N� ���;r'►��� P�' _ � UTI LITY LEGEN D � ,` , � �(n�G TELEPHONE ..� -- � SEWER MANHOLE Q. PEDESTAL � SNOW STORAGE AREi4 m IM ELEV.= 7985.7' � „ , 5 SEYVER ALL UTILITY LOG�4TION5, � r � 1 � SHOWN FIaTGHED (2 AR�AS) �/� �N RT ELEV.= 7975.4' ,�� SCALE 1 =10 j„� �� HOOK-UPS, AND LINES TO � � � � ARE/� = 600 �.I� r (BASIS OF ELEV.) � MET�R GL05ET SHALL BE ,�, � -- EDGE OF FLOW UNE 0 5 10 15 20 30 G GAS FIELD VERIFIED BY � CONCRETE Q f35SK OF I�00 S.F. DRIVEWAY) � -k DRIVE CURB & GuTTER � ^� E E1..EGTRIGITY GONTRAGTOR BEFORE �. ~ � � 5 O' R.O.W. �,or-tM�G�T OF � ° . � � ALP I N E D R I V� ( � S ITE PLAN N GABLE N c,oNS,-�T�oN 1 1�� _ 1�_O�� pH TELEPHONE . , � , , ,� � � _ i � M � , o � � � 0 i _ N, p I ? c�t N� I: �, ' .. i � o� `� a� � � ' ` , ' r-' '� �. ., - F�i � p . � '� Cs �_ � �, � „ � LL� l.c.. r ��I `L������ ������ � :'=� p < t , SYMBOL NP�ME SIZE QU�4NTITY � -�? � a �, EYERGREENS m ,�m' � � �J (PI E�p�O BN�� SPRUGE 8' - 10' T�LL S o c� \ � �� WHITE (GONGOLOR) FIR 8' - 10' T�LL 2 , (�BIES GONGOLO� ' • \ Y`IP � I � � WHITE (SOUTHWESTERN) PINE 8' - 10' T�4LL 2 � GtA \ � • W� PINUS STROBIFORMIS) p � 5B DEG I DUOUS TREES 'v� B � �,� FLOWERIN6 GR/�B A�PPLE 3" G1�L. � �� ' PA �� (MALUS GENTURI ON) p� ` I QU//�KIN6 �SPEN 3° G�L. 2O \ � �' Q� (POPULUS TREMULOI DE5) �SEED � � PF �lSH (�lUTUMN PURPLE) 3" G�L. �' •�;:`�:�::�:�� 4 �� FRP�XINUS AMERIG�NA� T .�: _;: � ) � ., . � �'� •:k:.• �' SHRUBS � 1 :�t�.�.�: �,,,���� � R PIN UNIP R G EE G J E . 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I BELOW I �� w � b,p � I � � I � � � � = , � _ _ - - � �t � � � � _ -�_ � ��� .�° '� �- A � � � � � � _ _ _ _I _ _ _ _ � � � � -� �- .� ' . I tih'� ° �,; M �¢�' I � � � U � � � � I � �., . I 2q'-8��� , � �-- - - - - - - - - - - - - - - -� s.� a� � . ,.s� � � � � M �..� _ . z o , - � � � Q - � � � � - A � � SCHEDULES � UPPER LEVEL FLOOR PLAN � � 2 � . NO SCALE - � 1/4" = 1'-0" ' V { L VVLI -IV �� 33' HEIGHT LIMIT LINE AT _____ � " �- --�� . _�- ROOF GONSTRUGTION� HIGHEST RIDGE LOGATION. �" 30-YEAR ASPHALT SHIN6LE5 ' 8020'-O" -f- �— OVER WATERPROOF MEMBRANE F A S G I A G O N S T R U G T I O N: 33' HEIGHT LIMIT LINE _ �_ 01/ER PLYWD. SHEATHING OVER w•P• ���NE TO LAP GALV. Q. _� - �- SUPER INSULATED RAFTERS. MTL. FLASHING (W/ DRIP EDGFa o � � ---- OVER 2X6 FASGIA BD. OVER 2XI2 a � --- �- �- GHIMNEY GAP ROOF W'/ �� � � �_ _� _-- SUB-FASGIA BD. W/ 10� REVEAL. cv �,,.� _,_ PORGH ROOF GONSTRUGTION: STANDING SEAM METAL .. � o �' � ---- "`� STANDING SEAM METAL ROOF ROOF. SOFFIT GONSTRUGTION: � `.�-' � OVER W.P. MEMBRANE 01/ER IX6 GEDAR T�G PANELLING A � ? h PLYWD. SHEATHING OVER OPEN I '�'� ' i ' W/ 3" VENT SGREEN STRIP. _ � RAFTERS (W/ DEGORATIYE � . � � � TAILS) AND Td 6 50FFIT � � `�` � r-r v �' WINDOW TRIM AT STUGGO: 3" X 6" STUGGO RELIEF HEADER � UPPER PLP�TE HEIGHT • :� �� 2" X 6" STUGGO RELtEF JAMB � T.O. GONG. = 8012'—�7 3/4" � �� ; SILL TRIM. , � PAINT TO MATGH "DARKER" - � � �j STUGGO GOLOR. 8008'-8" ° Q: a STUGGO SIDIN6 GONSTRUGTION: _ ' 3 LAYER BUILT-UP STUGGO � • . WINDOW TRIM AT SiDING: � y� �� 3X10 GED�R HEADER, - SYSTEM OVER TYVEK (OR • 2X6 GEDAR JAMB TRIM, _. EQUAL� VAPOR BARRIER (LAPt�ED TO DRA�IN) OVER � 2X6 SLOPED 51LL TRIM � M/�I N LEYEL PLYWOOD (OR EQUAL) � �v� SHEATHING. i; T.O. GONG. = 8004'-6 3/4�� N �� GALV. METAL FLA5HIN6 AT � � � ALL ROOF/WALL ''' ',R, '' � WOOD 51DING GONST�RUGTION. GONNEGTIONS. PAINTED TO �� � '��'� �� VERT. 2X4 BDARDS OVER IXI2 � MATGH 51DING. - '+!'i'i �'� ��� BATTENS SIDING OVER "TYVEK" _ � ri, ,�; (OR EQUAL) VAPOR BARRIER m { G��� P�� (LAPPED TO DRAIN) OVER = O PLYWOOD (OR EQUAL) a- - _ T.O. GONG. = 7q90'-3 I/2" SHEATHING. � �o�', '' , '�'�`,,,� '�,�; _.�-''�� ��"�'"�-"-� - =� 1�1�41 N LEVEL a� — ,,�,,�, — _ — S.Q. G9��1G:--�- �1�4'-� I/2" =� � _�. �. cv ; � d,'� +� - - MOSS ROGK STONE GAP W/ � - SLOPIN6 TOP. � � G��� u�L — I • � MO55 ROGK STONE VENEER WI - O o ' y T.O. GONG. = 7q�i0'-3 I/2" � ---' I" AIRSPAGE, WEEPHOLES, AND m � N � � ( _ � � -- � I I I � I w�,r��oOF r�MBrv�r�. -,- o W W � _ _ _— --'---1 I I I I I � � � - Z �- � � �, � – — — � - - - � � - - - - � � I Z � � w ` Q � � -°� _ — �f I I � -�,� m -- —� I - RAILIN6 GONSTRUGTION (TYP) � ( ( ' W �' � o = BP�SEMENT LE�EL � z � � ' FINISH GRADE: PRE-FAB 01/ERHEAD 2X6 SLOPED TOP OYER - T.O. SLP�B = 7q84'-O" "' " � �p - - - - - - - - � - - - - - - - - - � — � EXISTING GRADE• I (2) 2X4 TOP RAILS EITHER 51I�E � _ _ _ _ SLOPE TO DRAIN AWAY I GARAGE DOOR OF 2X4 5LAT5 W/ 3-�l8" APPROX. LOGATION ' � T � �o ..�+ FROM BUILDING OPENINGS. + GUSTOM ENTRY DOOR TO IOXIO POSTS SUPPORTIN6 V � �, � _ M SHOWN DASHED, pERIMETER. � 3XI2 C7ARAGE HEADER TRIM (2) 2X4 BOTTOM RAILS. I I � BE SELEGTED BY OWNEfZ. TIMBERFRAME TRU55 WEST ENTR ELEVATION '�' '� °` BA�SEMENT LE�/EL � � ( � (DESIGNED BY OTHERS). • � � � c � �L � R T.o. sL�B = �ra8o�_o�, I� - - - - - - - - - - - - - - - - - - - - - - � - - - - � 1�4,� = 1,_�„ c.� � � � , ! � � � � ° , , � o � o � --.-__ �_ � "" �" U � , --�0 '-10" • r-+ ---� �io �_ �� ___ � � ; 8018'-10" 1- �- �_ � � � '^ ; \ � , � � ' \ � o =a ...�p , ' EXPOSED RIDGE BEAM � �y � � "-'� A \ � ' O'a°y' � \ ; \ � � U1�PER PLP�TE HEIGHT � T.O. GONG. = 8012'-�7 3/4" 33' HEIGHT LIMIT LINE � � � � STUGGO SIDING GONSTRUGTION: � 3 LAYER BUILT-UP 5T1JGG0 ' � - SYSTEM OVER "TYVEK° (OR � - , � EG2UAL) VAPOR BARRIER � � (LAPPED TO DRAIN) OVER ; � PLYWOOD (OR EG2UAL) � SHEATHING � M�IN LEVEL � - —�" ���=`�T" �`� � , � � ""�����, �,..----�'""'��- �� � SHED ROOF GONSTRUGTION• 0 � � ry .O. GONG. = 8004'-6 3/4" - STANDIN6 SEAM METAL RoOF w � � . _ �,.;�' OVER W.P. MEMBRANE 01/ER a� � � � �. � t�'� � PLYWD. SHEATHING OVER OPEN v Z ; ,��� RAFTERS (W/ DEGORATIVE � � � 0 ,���� TAILS) AND T�G SOFFIT. .b .�y '� � � m = ����� ' � �� w '��-+ � o _� � ,%� MA�IN LEVEL � � � � , � , ��,� T.O. GONG. _ �1Q�{O'-3 I/2" „ ' , ; � � � � � , � � � � ! � �, � � �- : , — ---_. / ' "�' � s� MAIN LEVEL ____ � ,,% ,�� , � � .� �� � A � =rir T.O. GONG. _ �I/2" ; , m � � ..� a.� N � ` ; �OWER STUGGO (DARKE�: � •� �• �� i —r-- —� � --- ,r / �� I � STYFOAM BAGKING W/ � � � � a I I -� ''- � SLOPED TOP ED6E BELLY-BAND. � I ( - M�i N LEYEL V � °O , - �_ �� - � �„ m ( � . ����l T.O. GONG. = 7aq0 3 I/2 N <t; .-� o -� I I , � � I I �,y� ^\ FINISH 6RADE: � � � — "� \ SLOPE TO DRAIN AWAY _ � > � � � — � FROM BUILDING , =rr , BA�SEMENT LEYEL I I I � ' PERIMETER. � _ o � " " � � T.O. SL�B = �1q84�-O" �(' � - - - - - -- - - - - - �� �� � EXISTING GRADE: dj Z � � '` � `- - -' - - - - - - � � - ^ -�- - - - - -I I I � � APPROX. LOGATION � G� , � ( ( � I SHOWN DASHED. � z EAST ELEVATION i � � `� _ 2 � � - _ � � � � B�SEMENT LEV�L 1�4�� _ 1�_��� I ._ .r —� - - - - - - - - - - - - - 1 �Z- - - - - - - -- - ��T - - - - - - �- - - - - - - � � . . - _ -o T O 5L/�B 7a80' " :- ,, -- - - - �_ ,- - � - ---__ _ - -- __ � � , _ . - , ` � , 8020'-4" , l I � o y I N � N � f � � � � 13 � N� _ � A � °� � � •� ai � a �y ` � � UPPER PLI�TE HEIGHT �, r T.O. GONG. = 8012'-7 3/4" � o of � �� �� ��� � �� TIMBERFRAME TRU55 AND P05T5 N �� _ DE516NED BY OTHERS. = m �� ,- Q r�+ _ � � � M/�IN LE�/EL �, � . T.O. GONG. = 8004'-6 3/4" ry p � '�i = •.•y � ` � RAILING GONSTRUGTION �TYP) � 2X6 SLOPED TOP OVER • , (2) 2X4 TOP RAILS EITHER SIDE - OF 2X4 5LAT5 W/ 3-'7/8" m ; � MP�IN LEY�L � OPENINGS. -� o T.O. GONG. = 7qa0'-3 I/2" , (2) 2X4 BOTTOM RAILS. � - � -,- M/-�I N LEYEL , � � c — T.O. GONG. _ �qq4'-3 I/2" ry ,.....�---�-'�_.--. -�.-..,,..._-----, - , ( � '� � ( I FINISH GRADE: � MP,IN LEVEL I � SLOPE TO DRAIN AWAY I I FROM BUILDIN6 � N T.O. GONG. _ �qq0'-3 I/2" � � � ' � ( � � PERIMETER � � �V � � I � � � _ � � � EXI5TIN6 GRADE: m � � � I � � � I I APPROX. LOGATION � � V � � I — — - — — — — — — --I I � SHOWN DASHED. � � � - - - - - - - - - i i W �° ' m � � � � � � � � W L .- � _,- � ( � � � � � B�SEMENT L��/EL � �^ a� � I L_ - - - - - - - - - - - - - - -- � - - - - - - - - - - - - - - - - - - — - - � T.O. 5L�4B = 7984�_0�� � W � � � � I -T 7 T �` � � o I � I I I i � I I � `-' �- BP�SEMENT LEYEL � � � � � � � � N O RTH E LEVATI O N � � � ` _ T.O. 5L/�B = �i�i80�_��� �- - - - - - � - - - - - - - - - - - -- - - - - - - � - - - - - - - - - - � - - - - � - - - - - - - -l—=r� 1 _ C.� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � _ , 1�4�� 1����� ..� � � � 0 ; � � � � — ____ ____ � � � ° — - � � � � � _ _ _ � � , , - — - _ _ _ - ;� � � - _ _ � � ^ -._._ _ _ _ — — � � � � _ - - — — — � � � o — � oo , � � � o = o A.: � _ 33' HEIGHT LIMIT LINE ��� . � UPPER PL�TE H�I GHT ,` ' l T.O. GONG. = 8012'-� 3/4" �.., ; � ' � � , � � � � - . � � _ _ � _ , M!�i N LE\/EL - " o � ry .O. GONG. = 8004'-6 3/4° � _ �,,,, � o � .-� V = G� � �� • .. STUGGO SIDING GONSTRUGTION: , i I � J� Z � � 3 LAYER BUILT-UP STUGGO � � � � , m SYSTEM OVER "TYYEK" (OR .� ••� '^ V � = EC�UAL) VAPOR BARRIER a � w � � � �- (LAPPED TO DRAI1� 01/ER � MP�I H LEVEL � ,�,,; "'�d,q PLYWOOD (OR EQUAU ' " � � � SHEATHING. T.O. G O N G. _ �i q Q O -3 I/2 � � w ; - � w � °� � � � _ - � � � � _ _ MP�i N�LE�/EL ,� _� � �,..� � � , N T.O. GONG. 7a�i4 -3 I/2 a� � �-r � A _� � ,� � �� : , LOWER STUGGO (DARKER): — — ' � ^ � � �...� ,M �¢ _ I � STYFOAM BAGKIN6 W/ ---- -_ , . M�IN LE�/EL � V � a � -� SLOPED TOP EDGE BELLl'-BAND. I � T.O. GONG. = 7Q�i0`-3 I/2" �y n � =� I �_ ry 'Q; .�+ O _`"_' . - cr I ' -` — — — _� __ . I ._..__ _ __ I FINISH 6RADE: __ SLOPE TO DRAIN AWAY �.. _ ' � I T� -- — _____ FROM BUILDING m � Bf�SEMENT LEYEL � � . � PERIMETER. _' o � � - T.O. SLAB = 7q84 -O — I a� � �� X ST G G E: Z 0 APPROX. LOGATION � � � I � � � ( SHOWN DASHED. � � � S4UTH ELEVATION � � � � I � � � 2 �� _ � �� _ — � � � � BA�SEMENT LE�IEL 1/4 _1 -0 - - - - ----� - - - - -- - - - - - � - - -- - - - - - -- - - - - - - - - - - - - - - - - -� T.O. SLA�B = 7q80�_��� E � �' � - __ � ' __ \ .._ \' _ ` - .l�---- -- - ----' _ - ' -' - I - �,- . � J - � � PEAK LAND CON3ULTAKfS���i. �� PEAK LAND SURVE1fING,WC a�o-a�s-as�w Fnx a�o-a�e-se�s GENERAL NOTES: 1000 LIDN'3 RDC�LOOP VAI.,CO 81657 1 DATE OF TOPOGRAPHY• NOVEMBER 12, 1998 2 BASIS OF ELEVATIONS: SEWER MANHOLE, LOCATED NEAR THE SOUTHWEST CORNER OF LOT 3. RIM ELEVATION = 7985.7', INVERT ELEVATION = 7975.4�. 3 PEAK LAND SURVEYING, INC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY STEWART TITLE COMPANY, ORDER N0. 98017076, DATED OCTOBER 14, 1998, AT 7:45 P.M.. �o o s �0 2o au 4 APPROXIMATELY 12" OF SNOW ON LOT ON DATE OF TOPOGRAPHY, OTHER FEATURES MAY EXIST WHICH WERE NOT VISIBLE NOR SHOWN HEREON. ( IN FEET ) 5 NOTICE. 1 inch = 10 ft. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFi'ER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT SHALL ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. T . O 5 0' z LOT 2 ,—'� � O ,— ,— i 0 SURVEYOR'S CERTIFICATE �� � Z �� 5 0' J a I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF � ��' i ^ � � THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRP,PHIC MAP WAS � AO��'pO �� �1 MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE SURVEY IS ACCURATE AND '��Y i I � O CORRECT TO THE BEST OF MY KNOWLEDGE. / ��� � �� Q w` n �'�5 & ��� � � J DATE:------------ --------------------------- EDGE OF /� `•J ��`���NENj��/ � � � � BRENT BIGGS CONCRETE ,v ��� ��SCE EPS�M�'� I � Q ` COLORADO P.L.S. 27598 / V'(\L Np,N � � ' t ' O FOR & ON BEHALF OF ` DRIVE � MP�NjE ��� I ���� \ ' ` PEAK LAND SURVEYING, INC. / �� � V � /' � � � � ` / �� � ��� � ��.��`�����QO�R��A�°���, � Q � O � �� � ,R Z z / � I v �� ��000eveoo �s4� \ / DEAD POLE � ���o��1T 8/(�,�°'�oo���� EDGE OF � i� � � . ��v /�2/�3 e�� CONCREfE � � r� - s e DRIVE / ��� I UTILIN POLE V � _ ? 27598 ; � / � � O J O ` o \ �� ( � CN PEDESTAL � J O � \ � o o . i � °o o° �� 3'x5' � , __,__ __.� _ _ I � � �� ��i��°4o�oe000°° � , ROCK V J -- -" ����°�'��Qlne�������`���� ( �� � I 3'xs'— GUY WIRE � � O W �g��e� -, \ � 5'x5' ROCK ANCHOR ( � D � � � � ROCK . 7979.0'�O I � � � � Y ' • ^� I a' � � Q ; �` '�4� I � _ M" �.� ` FLOW LINE , , i LOT 3 T PEDESTAL � � O ` , �� \� 0.267 ACRES Z � ' D� �► � CURB & GUTTER 7980 3' �758 i m� � �G�y�o O 19�0 � �� O (— `���O �I Im� � C, ,c� . � �� D �F�� ,���0 - . , � •. , i �Z � rn �P�,o 7980 7'—I-- m� t , � � � . VIEW PO�NT I �Q �g82�, (SEE DETAIL) I TOP pF � � Z , I ASCADE LIF7' � Delta=40'44'06 � ���'�� � O ��'C�, � ��� �Qo � R=132.74' � ' '4, I �� a L L=9 4.J7� 79831'-I- ' , , S GN ARK i �Q,\. � �, �- � .� � i VIEW DETAIL REVISIONS: ' �� � � I 4 I �\ � 7984,6' I /`� � • I FOUND PIN & CAP OG INLET �� , L S NO 3783 f� �Y -� �J , ��_---� (ELEV.= 7999.7') , �� �� . � �— � \SL�i 7' t _-�� SEWER MANHOLE � RIM ELEV.= 7985.7' � ' � � � � TION & INVERT ELEV.= 7975.4' S �� ' TELEPHONE � — � r UTI��1Y �N�EL�SEMENT 2O� ' (BASIS OF ELEV,) 79859, } PEDESTAL �� �� MA�NTENA � 5,�C � �O3• -� 4 , __ N80.2g 4 � • � �ess a' _�— � �— 5 ,y, 4" PINE � �s, 5.�� LOT 4 , , �, , ��, I, � � ; � . . < < � � , 7988 0'—I— I' I 7988 2' �� r^ r- � � �•, � �-; DESIGNED: �; DRAWN: JOHN ,, REVIEWED: SAM ,�- PLC JOBn: 647 ' r� DATE: 11/13/98 .� r ,; .• r� % ' � , .c 1 �, 647T �: -- �- - , ,, � _ _ � - -- !��.�.�. .�'' - _- _ - _ �"^ - �'--...�.��..------r_....�a-,.� •._„�..--�- - - - — - - - -- Y - � � FOOTING SCHEDULE � ` �4 � . �` o�o� l�j'�\t � a � QQ i�-6nx�mu ca�r. ts�� cor�tt. � a oo � • OB 2'-0"X1m" CON7. l2)-M5 CONt. o ��,��,;+� � ._ 53�-0��� � p�� �� �l�pd(��� J` - ' 8'-O" `�`-4��� 13'-O�� ° ���-4�� " II'-4" �'-8" 5'-4° �C 2 -6 xim CONT. l�)-5 CONt. - - �D 3'-m"�c3'-0"xl'-fd" 4-+5 EACH WAY - �-� QE 3fd"�c3m" PILA$7ER PER DETAIL 's�t6et' 1 Of `S , T.O WALL O1 '7q93'-O" C i � o / � ,��T �' �� B a��` LEGEND m ro � � T y,� •�, � �n � ` ���iN G'S'T ~ �� ---- - � - lJndiaturbed 8oii � � � U 3 �lC��� T0.5LAB '`� � - Grenular �iil � � � ° S1 F �aa4'-o" \ � - waehed Roc.lc ` °' ` �_6�� ��x�sE► �� 2- �� � �) . I �, -o o � � , � O �Q86'-b" � � •a - Concrete � m � o , � (lqq3'-II") , ( \ � - Rtgid Ineuletton p) c � > � y � � N " +�, , �—�— ° , Q [7G83'-8"] s e �, p � - Concreta Meaonry � n �' � (� . `� 10 � � � � �1 ("lq8'7'-ON) � �� � o - 8tae1 Golumn C w � � �-►ae-r-o � O [7 q 8 0'-O") 0 [�q83'-8"] m - W oo d Co lumn C o a � :fl 2' 6" W N � I FINISH GRADE I �' I T.O.S L A B cwu wne.r �, GONG 5LA8 ON GRADE 57�p 5� 'C�'�� 7qq4'-3p ' ! . � WALL • �T�' �98�' � � �� - Deteil Rafararice . � a • . t . �er+mser�er om� � � � ._ � � Y� O i � 3 _ sv _ � OO -� � � �,� SEE DETAIL i 4 (iq84-O ) �� _ 'V � 3 �eta 11 Rafarence i n � � � � � � �� r.o.St�B I � � N - GONG. SLAB ON GRADE [�a80-O ]� �ra83-6 � ( O I I MAIN LEVEL � ' ' �_� • � ( ,' I T.O. GONG. _ �qG4'-3 I/2" � T O� - ElevBtion ReParence - ( � , 1m0 -0 o � � � d � ' S� t.o.w. _ a � T.O.SLAB �'-6" Elevatlon Rsference � � 8" 100'-0" � ���,,. � �983�-b" I (�iQq3'-I I 3/4") q , ,� = O J � O 4" REINF. GONGRETE SLAB ON GRADE 7a83-8 ] � ; • � � � ,���� ,���� . ,� FINISH GRADE ' J REINF. W/ 6X6-10/10 WWM GENTERED I r.oStAa T.oSL.�a �NP•� ����� ��.4�� y't' �q84' EXP. JOINTS IN SLAB TO FORM AREAS �_ N � p - Weld S bol � I � LE55 THAN 200 S.F. I j �aQ4 3 �qq4-O �I � �V �� • 3 I ( 8 m 2'-0 S1 � A - Csrtd RePerence ` � , � �� � I 4 ( � 28-9 B � , / , � (1�{f�4'-O°� d I � O � {��.L C 2 � STANDARD ABBREvIAtIONB O , _� [-raeo-o ] O � OO �— _ � , N I J _ , � _ g� _ .oS. op of Beam . � � .• I � � T.OD. 7op of Dre In � , I I N � T.OF. - Top of Foottng _ STEP BASEMENT LEVEL � � T.O.J. - Top of Jotet � � 7qq0'-q" FTG _ -t� 3 T.O. SL4B = 7q84'-O" 7qG2'-I) 3/4" � FINISH GRADE 2� 6�� TA.P. - Top of Pier �.r - ( ) � cv s� ( ) . ( , . FINISH GRADE [-ja'19'-II I/2° � QA `� ('(� _ � �� �q93 = �q84� � � _ MAIN LEVEL (ABOVEJ [�a83-8 � T.O.S. - Top of 31ab a . . + . . , a . , • • T.O. GONG. = 7q94'-3 I/2" d i= T.O.W. - top oF Wali �� ti • , � cc� ' � � _ � 3 �� � ,. Centarline 2'-O" l-O/4 I � '-Q" 3 O.C. - Ori Center ._- � IL v I -rv ' _� O � � m 8" ` � STEP L � llN.O. - llnlesa Noted Otharwtee � I tr , ( ( I ��—�-. °i '• d '� G�t. - GOf'ItIt1U0U5 � m . I a O • 36" SQ. X 10" DEEP ��q84'-O") " � � I " MIN. - Mintmum 1 I S4 FOOTING, (4) #4 �7a7a�'�I I/2"}-� �' 6 GMU STAGKED FROM MAx. - Maximum . FOOTING FOR STONE ARCH. - Archiloctura I I : I EA. WAY I�_6�� I '� I � 8�� . O VENEER SUPPORT lt1'P.) - Typicai � 5 FINISH GRADE ° , ,a8�� . � (-raa3�-113/4��� S4 , ( I � �° 4° REINF. GONGRETE SLAB ON GRADE 5 I • I � � [7ae3�-e�� A • s� � TRUC7URAL DRAWING LIS � � � ( REINF. W/ 6X6-10/I D WWM GENTERED �j' N u- � � � I � EXP. JOINTS IN SLAB TO FORM AREAS �� , � � St - FOIJNDATiON PLAN � _ J I? LE55 THAN 200 S.F. �.�+Ep � . •, r � , ,�,Q• � � I ' I 82- MAIN AND UPPER FLOOR �RAMINCs ' � � � � I 0.. y�P��' T.OSLAB � ( �j~~ O _� FI ISFi GRADE S3 - ROOF FRAMINCx O trV � � � (� I I lqQ4'-3" � ' � � ( �9q1' 84 - StRlJG7l,lRAl.. DETAILS � I J °n I (o sr�P • • a� � � � � � I � I GONG. SLAB ON GRADE �"� • STEP. qG2'-i I 3/4") ^ ��. I I SUS-BASEMENT LEVEL (lqa4-6) T.OSLAB ' " a FT6 i n = T.O. SLAB = �980'-O" [797a'-I I I/2" ��a`�3-q � - / •. I � ' �4 y �qq4�-�' � [7q86'-O"] S1 ��Q83-8 ] in -- - I I�.�' 4 O � � , GARAGE LEVEL (ABOVE) � O � � � �� , � -�. • I T.O. GONG. = 7aq0'-3 I/2" 5�P E O 4 FT. HEIGHT BOULDER ' � a ' � (X -X ) I ND I G1�TE5 TOP O� �OUND�T)�N WI�LL •� r � RETAINING WALL " __ � 1 . FINISH GRAD� (��" EXTEND #4 BREAKOUT �- �—L 4 O � J [X'-X"] I ND I G�TES TOP OF GONGRET� �OOTI NG Q ,` O 1�ieb' I � STEEL� 24° INTO UPPER [1a�q'-�n%2" � I N 1~L. � , • a FINISH GRADE � � - (7aao'-q") I SLAB, ,4LONG THIS WALL FIxISH GRA�e � -�qqo' ,� [7G7a'-I I I/2" •- 3 6 I ' I 7Qq2' � � I G4NG. STAIRS I I � - ' , ' w . s� � I �q ( 4V�R GOMPAGT. ( r r � O � �INISH GRADE �. I N � I , -taee� L J � , . � . a - . �. ., ,• , I � O M � . 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