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Home My WebLink AboutVAIL INTERMOUNTAIN BLOCK 6 LOT 19.pdf K �� M CONSULTANTS , INC . �oB JOB #0505 - 21 Scolnick Residence F' . 0 . Box 4572 SHEET N0. SK4 oF s6 � Vail , Colorado 81658 DRAWN BY KRM o �TE _ 10 /03 �06 �_i ( � � � > 9q- 9 - 9391 CI-IECKED BY - DATE � � ax 9 �0� 949 - 1577 SCALE � /�- " _ � ' - o � pr � . �� ----_ Y'. �� fl 4� � t�y/`=� f,a � . �� 4�1 �K� ��%�� C�� y me . a c� C�q �v ��,a �� ;� � �; �' t � ' d n� f .e. � �r ,h �ry� t��,. y � � � . �� , �� : � �� , � e � � . _ � , , � � 4 � I I — ( 2 ) 1 /4x 1 L � 2 - 2x12 ., -- _ , . _ � � � ( D OP ED ) , 2 6 S U D S@ 1 °° ��, r�B �.�� _ I N V. � 1 � - L � W r � DA TYP . 2x12 ' @ 6 " Q - — � J � m � 1 , S 6 � /�,+�o 6 p� x 6 L L R 5 1 8x1 1 / G . 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SK2 pF 56 ��m� UC11 � , Colorado 8165 � DRAWN BY KRM DATE 10 /03 �06 ___�� ( 9 / � ) 949 - 9391 CHECK �D BY DATE Fax ( 970 ) 949 - 1577 SCALE 3 / 4 " = 1 ' -- 0 � �., �• OFFSET BEARING SADDLE : _ .�� 1 �4 " h' ASSEMBLY AS SHOWN W� , �; � �� , 4 ( 2 ) - 3 �4 " � THRU – BOLTS AT BEAM � z� �" 4a � �: f:� AND ( 2 ) - 3 �4 " � THRU – BOLTS AT � '1 ��z � � � � '?� q�: F BEAM AND ( 2 ) - 3 �4 " � x3 " LAGS AT i�� , �� 1 1 �4 ° � � LEDGER � � � �ti�'� �� C, \ �� ,�� k� „ .� " 3 � � - � ( 3 ) - 1 3 /4x11 7 /8 LVL BEAM � � ° � ) o cD � I � � 4x4 POST BELOW 4 N �- � \ � �-- 4– �" '– ( 2 ) - 1 3 /4x11 7 /8 LVL LEDGER I III I �I � I � I III PRE – FAB MODULE III CONT. ( 2 ) - 1 3 /4x11 7 /8 LVL l3Y OTNERS I (I � ADSE@ W� / ( 2 ) ROWS 1 /2 " � x5 " „ = = � � - =,� - - �� 1 _-�-�-_�_ --a- - � O - -- - - - - - _ _ - U 2x12 ' s @ 16 " ( OR 11 7 /8 " BCI - - - --- - - -- - - - �I 6000 @ 16 " ) ��I I �— �AGSP@ 8 " WO . C . 1 ( POST4ENDS VERIFY SOLID STUDS — � �� AT LEVEL OF FLOOR BELOW IN MODULE C � RNER � , ) BEHIND POST I lu 4 SCALE : 3 / 4 " = 1 ' --- 0 " S6 �; r� M CONSU � TANTS , INC . �oB JOB #0505 - 21 Sco � nick Residence `�w � P . O . Box 4572 SI-IEET N0. SK � OF � S6 �� vQl � , Colorado 81658 DRAWN f3Y KRM DATE 10 03 /06 � ( g 7 � ) 9 4 9 — 9 3 91 CHECKED BY DATE _�__ _____�_� Fax ( 970 ) 949 - 1577 SCALE 3 /4 " _ � ' - o __ ,� ..� 1 �� C� �. � � r� � �,� }^ �� i, � � ,� ; ; 4h� }\�,lf . HSS4x4x1 /4 COL . EA . END OF ( 2 ) - 2x12 BEAM WELDED BRG . SADDLE : � SIDE R ' s - 3 /16 " x 3 " x 0 ' - 6 , � BACK R — 3 /16 " x 3 3 /4 " x � 0 ' - 6 , BRG . R — 3 /16 " x 3 " x 0 ' - 3 3 /4 ( SIDE R ' s TO BE PUNCHED FOR ( 4 ) - 10d TECO NAILS ) INFILL STUD WALL � TO BM . ABOVE O , 2x12 DECK JOISTS @ 16 " ( 2 ) - 2x12 BM . ( OR 11 7 /8 " BCI 6000 @ 16 " ) 5 SCALE : 3 / 4 " = 1 ' - 0 " S6 „ -�.:. �� PROJECT : SCOLNICK � z��, fV ,-1 DRAV�JING N0 . * DRAWING DESC . � � 1 NOTES o 2A ELEVATION ^ 2B ELEVATION � 3A 1 ST FLOOR PLAN ° 3B 2ND FLOOR PLAN 3C 3RD FLOOR PLAN 5A 1 ST FLOOR HVAC 5B 2ND FLOOR HVAC 5C 3RD FLOOR HVAC 6A PLUMBING - SUPPLY 7A PLUMBING - DRAIN 8A 1 ST ELECT � ICAL 8B ELECTRICAL NOTES T i m b e r C r e e I� T r a o 8C 2ND ELECTRICAL O n e 8D 3RD ELECTRICAL � � Og 2 � � 24 � 8 V O I C � o CONSTRUCTED TO IRC 2003 BUILDING CODES � � O � � � � 24 � 1 SYSTEMS DETAILS � a � o SYSTEMS MANUAL GENERA � NOTES W � tim bercree � h om eso � � � � Om PAGE 1 . 1 FOUNDATION NOTES W W PAGE 1 . 2 TYPICAL FOUNDATION PAGES 1 . 10 & 1 . 11 FOUNDATION DETAILS PAGES 2 . 1 STRUCTURAL NOTES PAGES 2 . 2 TRUSS RAF7ER PAGE 2 . 5 CROSS SECTION � � ' � � � PAGES 2 . 5a SECTION DETAILS N A STAIR DETAIL � PAGE 3 . 1 HVAC NOTES , , ,' ., ,:. r , ;�� PAGES 3 . 2 & 3 . 4 VENTING DETAILS PAGES 4 . 1 PLUMBING NOTES - � � � � � � �� PAGE 5 . 1 ELECTRICAL NOTES PAGE 5 . 3 TYPICAL RISER _ , , � s, � � u _ . : „ � . � � � �. < <2 , ; z z � � � ,.' t >r , s , , � � g :�, � , , . � _ . �� w 9FTr _\ � �i (� 3��1 �• j C < : . y < � / i �; .,. _ : { � •'`�� t { � o � 7 . ” ` � � 1 l )� � � 1 t' � • . � Ca r r i ; e . � 4 ' ' I �3 e � ' , . . �� ` — � �� Y ) � ,' � � j � �� ✓ . .., . � 3 �� i,� i � � � � ° �, l � ,� � _ . � 2 a. ° � ti� � ��: ., � >. .�. ,� GENERAL NOTES: ELECTRICAL NOTES: P�UMBING NOTES: MECHANICAL NOTES: D O O R S C H E D U L E �� IRC 2003 NEC 2005 IRC 2003 IRC 2003 � DOOR "' SYMBOL SIZE DESCRIPTION ROUGH OPENING � 1 . DIMENSIONS ARE GIVEN STUD FACE TO t . ALL ELECTRICAI. DESIGNS SHALL BE CONSTRUCTED 1 . ALL SUPPLY AND DRAiN LINES TO BE 1 . WITH UNINSULATED CRAWLSPACE FOUNDATION, DUCTWORK 1 3068 EXTERIOR 3� -2 1 �4��x6 � - 10 7�8�� O STUD FACE. TO NEC 2002 CODES. STUBBED THROUGH THE FLOOR. AND FLOOR MUST BE INSULATEO. 2. ATTACHED GARAGES , IF ANY, SHAU. 8E 2 . WATER SUPPLY MAY ENTER THE BUILDING AT 2. ALL REGISTERS 4"x10" UNLESS OTHERWISE NOTE�. Z 2868 EXTERIOR 2 � - 10 1 �4��x6� - 10 7�8" � SEPERATED FROM INTERIOR SPACES AND ANY LOCATION, DEPENDING ON SITE 3. HEATING BASED GN 132' F. BONNET DISCHARGE 3 2668 EXTERIOR 2 � -8 1 �4��x6� - 10 7�8�� N ATfIC BY MEANS OF 5/8" lYPE "X" REQUIREMENTS. TEMPERATURE WITH 60' F. TEMPERATURE RISE. , ^ GYPSUM BOARD, OR EQUAL, APPLIED TO 3. THE MAIN BU�LDING DRIAN MAY RUN IN ANY 4. SITE CONTRACTOR TO INSTALL AIR BALANCING DEVICES 4 6068 PATIO 6 � - 1 �2 ��X6 - 7 �� THE GARAGE SIDE. DIRECTION, BASED ON SITE REQUIREMENTS TO INSURE PROPER AWUSTING OF THE AIR SYSTEM . rj 3068w/DB �SL EXTERIOR 5 � -9 1 �4"x6 � - 10 7�8 �� 3. THE SILL OF ANY DOOR OPENING BEfWEEN 4. NO VENT SHALL 8E LOCATED WITHIN 10'-0 " REGISTERS OR DIFFUSERS SHALL NOT BE USED AS p A GARAGE AND ADJACENT INTERIOR SPACE OF ANY lAECHANICAL FREASH AIR INTAKE, AIR BALANCING DEVICES. 6 1068 INTERIOR 1 � -2 ��x6� - 10 7�8�� SHALL BE RAISEO NOT LESS THAN 4" SKYLITE, OR OORMER WINDOW. S. 1st FLOOR BOOTS AND REGISTERS INSTALLED BY THC , FROM THE GARAGE FLOOR. 6. 2nd F1.00R SYSTEM TO BE INSUTATED DUCTS INSTALLED 7 1668 INTERIOR 1 � -8��x6 � - 1 O 7�8 � 5. THE FLOW VELOCITY OF THE WATER THRU EXTERIOR WALLS. CEILING BOOTS, REGISTERS AND 4. CLOSEf DEPTHS ARE 25° (STUD TO STUD) DISTRIBUTION SYSTEM SHALL BE 8 2076 INTERIOR 2 � -2��X7� - 6 -7�8 �� UNLESS NOTE�. CONTROLIED TO REOUCE THE POSSIBILI7Y LOW WALL RETURN AIR GRILIES INSTALLED BY TCH. OF WATER HAMMER. A WATER HAMMER 7• HVAC SYSTEM LAY-OUT SHOWN IS SUGGESTED ON�Y. 9 2476 INTERIOR 2� - 6 ��x7� -6 7�8 � 5. ANY DOOR OPENING BEfWEEN A GARAGE ARRESTER SHAIl BE INSTALLED WHERE SYSTEM 70 BE DESIGNED, SIZED AND INSTALLED ON , , AND ADJACENT INTERIOR SPACES SHALL B SITE BY THE SITE CONTRACTOR. � O 2668 INTERIOR 2� -8� x6 - 1 O 7�8�� A MINIMUM OF 1 3/4" SOLID CORE WOOD QUICK CLOSING VALVES ARE UTIlIZEO, 8. HEATING CfU.CULATIONS BASED ON - 15' F TO 75' F. ' " ' " OR 7 3/4" SOLID OR HONEYCOMB UNLESS OTHERWiSE APPROVED. THE 1 � 2676 INTERIOR 2 - 10 x7 - 6 7�8 ARRESTER SHAIL 8E LOCATED WITHIN AN 9• HEATIMG CALCULATIONS BASED ON DESIGN TEMP 90 STEEL DOOR. EFFECTIVE RANGE OF THE QUICK CLOSING ( 150.5 751 .5). � 2 3068 INTERIOR 3� -O��x6� - 10 7�8�� 6. SEE THE BUILDING SYSTEMS MANUAL FOR VALVE. WATER HAMMER ARRESTERS SHALL 13 2068 INTERIOR BI - FOLD 2� -2��x6� - 10 7�8�� MARRIAGE WP,�L MAXIMUM OPENING LENGTH EXTERIOR NOTES: CONFORM TO ASSE 1010. ACCESS SHALL 7. SEE THE BUILDING SYSTEMS MANUAL FOR BE PROVIDED TO WATER HAMMER ARRESTERS. � 4 2668 INTERIOR BI - FOLD 2 � °S��x6' - 10 7/8�� BUILDING CODE AND DESIGN PARAMErERS. 6. FIXTURES WITH CONCEALED SL�P-JOINT ON -SITE D'JCT CONN CTE IONS: 8. DOORS AND WINDOWS MAY BE RELOCATED CONNECTIONS SHALL BE PROVIDED WITH AN (MULTI -SECTION UNITS) 15 3068 INTERIOR BI - FOLD 3� -2��x6� - 10 7�8� WITHIN A ROOM TO ACCOMODATE AN 1 . AVAILABLE SIDING IS OSB BASED LAP & SHINGLE, ACCESS PANEL OR UTILIiY SPACE AT LFJ�ST A. SLIDE EACH END OF THE CROSSOVER 16 4068 INTERIOR BI - FOLD 4� -2��x6� - 10 7�8�� OPTION OR CONFIGURATION. �IGHT/VENT NALF LOG, CEDAR IAP, VINYL, PRE-FlNISHED 12 INCHES IN ITS SMALLEST DIMENSION OR DUCT OVER THE DROP OUT UNDER- AND EGRESS REQUIREMENTS SHALL BE HARDBOARD OR OSB BASED "SMART PANEL° OTHER APPROVED ARRANGMENT, WHERE NEATH EACH SECTION. SECURE AS �I7 5068 INTER�OR BI - FOLD 5 � - 2��x6� - 10 7�8�� MAINTAINED. 2, SO�FIT & FASCIA MATERIAI MAY BE OS8 BASEO SUCH ACCESS SHALL BE PROVIDED, ACCESS REQUIREO. � H 4076 INTERIOR BI - PASS 4II� -2'�x7 � - 6 7�8�� 9 . PLAN At�D ROOM OPTIONS MAY 8E "SMART �OARD", CEADER, ALUMINUM OR VINYL. DOORS SHALI NOT 8E REQUIRED PROVIDED B. WRAP/COVER ALL SEAMS AND JOINTS THAT ALL JOINTS ARE SOLDERED, SOLVENT WITH DUCT TAPE TO REOUCE AIR 19 3068 DOUBLE INTERIOR 3' - 2 1 /2 "xs' - 10 7 8 "REVERSEp" (SIDE TO SIDE) OR °FLIPPED" 3. SOFFIT TO 8E VENTED TO ALLOW FOR ATTIC CEMENT[0, OR SCREWED TIGHT. IFAKAGE. � (TOP TO BOTTOM). VENTIlATION. 2O 4068 DOUBLE INTERIOR �' - 2 1 /2"xs - 10 7/II" 4. SIDING MAY BE OMITTED TO ALLOW FOR SITE �• SEE PAGE # 1 "GENERAL NOTES FOR A�L C. WRAP/COVER EXPOSED METAL WITH 10. KITCHEN AND DINING AREA MAY BE HOUSES" OF THE QUILDING SYSTEMS MANUAL FIBERGIASS INSULATION TO REDUCE 2 � 5468 DOUBLE INTERIOR 5' - 6 1 /2 ��x6� - 10 7�8�� INSTAILED PRODUCTS. REVERSED (SIDE TO SIDE) . FOR COMPLETE PLUMBING NOTES. HEAT LOSS. � 11 . NEBRASKA LABEIS SHALL BE AFFlXED TO 8. DRY VENTS SHALL RISE VERTICALLY A D. STRAP ANO SUPPORT THE CROSSOVER ZZ 6068 DOUBLE INTERIOR 6� -2 1 �2��x6 �- 10 7�8 � THE l./ROUM WINDOW. MINIMUM OF 6" ABOVE THE FLOOD LEVEL DUCT SO AS TO KEEP IT OFF THE GROUND. y y I N D O W S C H E D U L E 12. OTHER STATE LABELS SHALI BE LOCATEO OF THE HIGHEST TRAP OR TRAPPED E. FOLLOW PROCEDURES 2 AND 3 A90VE FOR ON THE KITCHEN SINK CA81NEf AND/OR FIXTURE BEtNG VENTED. CEILING/ATfIC CROSSOVER DUCT WITHIN A CLOSET (ABOVE THE OOOR). 9 . VENTS THROUGH THE ROOF (VtR) ARE 3°. INSTALLP.TIONS. WINDOW CHANGE IN DIAMEiER FOR VI'R's SHALL BE INTEGRIIY OF MARR�P,GE LINE RIDGE BEAM SYMBOL SIZE ROUGH OPENING EGGRESS OPENING MADE WITH INCREASERS AT LEAST 12" SHALL NOT 9E COMPROMISED UNLESS BELOW THE ROOF LINE. SPECIFICALLY DESIGNED FOR AND SHOWN 1 2650 3� � �2 � X6� � �2 �� 22 � �4 x55 7/ 16 �� 10. VENTS THROUGH TjiE ROOF SHA�L EXfEND ON Ar'PROVED PLANS. 2 3050 36 � �2 �X6� � �2 �� 27 3/4 x55 7/ 16 � A MINIMUM OF 12 ABOVE THE ROOF IINE. 11 . ALL P.V.C. PIPE IS SCHEDULE 40 3 2616 - 2 6Q 1 2 ��X � $ � 2 " 12. SHOWER VALVES TO BE THERMOSTATIC 4N- IT �AS CONNEGTIONS (IF APPLICABIE)� MIXING VALVES WITH MAXIMUM TEMPERATURE �MULTI-ScCTION UNiTS) �} 616-2/5050/2616- 6O � Z ��Xg6 � Z �� SET AT 100' F. LOCATE "QUICK DISCONNECT° AND CONNECT. rj 3018 X2 36 � 2 X4� � 2 �� THE "QUICK DISCONNECT" IS LOCATED UNDER UNFINISHED CAPE COD NOTES: THE FLOOR Ai THE MARRIAGE IINE. 6 ZF) � H - ZXZ 6O � Z � X4O � Z �� VERIFY THAT ALL CONNECTIONS ARE „ �, DI3CLAINIER TIGHT AND HAVE BEEN CHECKED POR 7 1530 - 2 36 X36 � 2 THIS HOME HAS NOT BEEN PROVIDED WITH COMPLEIED ��S 8 1540 - 2 36 ��X48 � 2 �� PLUMBING, ELECTRICAI, OR MECHANICA� VENTING AS L Allconstruc[ionbelowthetloorjoistshallbelheresponsbilityofthesite 9 2640 - 2 6� � `� ��X4$ � 2, �� comractor(s), us�ng appropriate marerials a�d co�str�crion techniq«es. REQUIRED BY NATIONALLY RECOGNIZED CODES. ON-SITE PLUMBING GONNECTIONS• 2. A[tached gar.nges, porches, and�or decks shall be the responsibility nf thr ciir THIS HOME HAS BEEN BUILT W�TH THE INTENTION (MULTI-SECTION UNITS) � � 2 �i4� eonvactor(s), using appropriate materials and construction techniques. TO COMPLETE THE REQUIRED ELECTRICAL, PLUMBING, 3� � 2 "x48 � 2 �� 3. Basement plans, garages, porches, and decks sho�an are suegesUOns onk and are qND VENTING ON-SITE (BY OTFiERS). THIS HOME WATER LINES: � � 5035 TRAP 6Q � `Z '�XQ- � 1 2 �� not part of the 'iimbcr Crock Homes, Ina�s scope of�corV:. These su¢gcstions are SHALL NOT BE GRMlTED AN OCCUPANCY PERMIT NOR LOCATE ?:dD COidNECT WATER UNE shown in order ro represent the compleced project for subm�ssion puryoses only. OCCUPIED UNTIL SUCH ELECTRICAL AND VENTING HAS CROSS-CVERS LOCATED UNDER THE � 2 3025 TRAP 36 � 2 ��X29 � 2 �� 4. The site conaactods) shall suppl� :md install �71 foundation items. including @ut BEEN COMPLETED. INCOMPLEfE VENTING OF PI.UMBING not limited to) footings, drains, vapor bamer, warer proofing anchorbola or FLOOR AT THE MARRIAGE LINE. TURN �� so-aps, sill plates, tloor slabs, reinforcing steel, windows, ventilation grilles. FIXTURES ANO GASE-FIRED APPLIANCES CAN CAUSE � 3 5058 TRAP 6� � 2 X68 � `� crawlspace access hatch, access srea �cell, window welis, sill sealer, and backfilL FIRE, EXPLOSION, SERIOUS INJURY, ASPHYXIATION, THE WATER ON AND CHECK FOR LEAI<S. i. ThesiteconhacroQs) shallbcresponsibleforfinishgrndedrainagcthatsu�ales qND/OR DEATH. A LICENSED CONTRACTOR 0(2 DRAIN LINES: � 4' 2245 SKYLITE 22 � `Z ��x45 3 8 �� a��ay from the building perimeter at a minimum gradient of %" per foot. SIMIIARLY QUALIFIED INDIVIDUAL, ACCEPTABLE TO 6. The macimum finish grade hcight shali be a minimum of 3" below the top of d�c THE LOCA� GOVERNWG JUSRISD�CTION SHALL CONNECT DRAIN DROP-OUTS TO THE foundation. MAIN DRAIN . 8E SURE ALL CONNECTIONS 7. The site contr�cror(s) shnll design and install the foundation according to the COMPLETE REQUIRED ELECTRICAL, PLUM8ING, AhID�OR appGcable codes und req�irerr�ents of the a��thoriry h��i�gj��ri;diction. MECHANICAL SITE WORK SUBJUCT TO THE APPROVAL /�E MADE TO COMPLY WITH LOCAL 8. The site contractor(s) shall be responsible for confortnity, dimension accuracy, ANO�OR MECHANICAL SITE WORK SUBJECT TO TNE PLUMBING COOES. . . � � � level, piumb, and square installation of the fow�dation. APPROVAL AND�OR INSPECTION BY THE LOCA� � � � � � ' ' � . 2 Founda[ions For honus to reccive brick o�eneer zstenor coe�cring shall incroasa a" GOVERNING JURIS�ICTION. . beyond the esrenor Gamcwork of the home, to act as a "brick ledge", at each � � " � - � . cover of brick veneer. I0. The foundation, plan provided wi[h this set of drawing dxuments, is for dimcnsional purposcs onl��_ Foundation �calis, foatings, columns, pica, and Floor ATT E N T I 0 N � 0 CA L I N S P E C T I 0 N S D E P A R T M E N T . � slabs am to be designed by others ro meet State unNor loeal codes and � requirements using esisting soil analysis. Timber Creck Homes, Inc. assumes no responsibilityforerrorsinthtconsmictionofthefoundation. Anyandali THE FOLLOWING ITEMS HAVE NOT BEEN COMPLEt�ED . � dimensionsazerobecheckedandverifiedagains[ thetloorplanbythe BY TIMBER CREEK HOMES INC . , HAVE NOT BEEN INSPECTED . ' � . BuildedDealerPRlORtofoundationconstntction. TheBuildedDealermiut gY STATE OF NEBRASKA, AND ARE NOT CERTIFIED BY THE � ' �� " �� contactTimberCreeAhomes, Inc. N�ithanydiscrepanciesPRlORtothznartof NEBRASKA MOOULAR LABEL. CODE COMPLIANCE - � � construc[ion. II . Swc[urulstecl "1-Beams", a�hzninstalledinthefoundationnssupponalonetht MUST E3E DETERMINED AT THE LOCAL LEVEL. mating line(s) ot die home, shall bz designed sized, and installed by others. I2. Buzmrntlollycolumnsupportsshallbe3° diumcrer (minimum) standardsmel ELECTRICAL SERV� CE ENTRANCE , DWV BELOW FLOOR & pipe, restrained at the bottom to precen[ lareral displ�cement. 13. W'henused, thesirecontractorshall >��PP�Yb�s�mz�� ouY �oi�u„�, SUPPa�. WATER SERVICE CONNECTIONS TO UNIT REVISIONS REASON # THIS TECNNICAL DOCUMENT IS THE PRELIM DRAWN DATE PROJECT NAME PRO�E�n N0. SOLE PROPERTY OF � L �r `� TIIVIBER CREEK HO1V1ES� INC . FINAL DRAWN DATE S C O L N i C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � , � SHOP DRAwN DATE DRAWING T1TLE WITHOUT EXPRESSED , WRITTEN PERMISSION DRAWING N0. BY QUALIFIE� TCH PERSONEL IS One Timber Creek Trail � PD Box 304 - Strattori, Nebraska 69043 SUBMIT DRAWN SAL o�rE09/26/05 N 0 TE S � STRICTLY PROHIB� TED . � ¢ 0 0 N � �--i ,--i � O O N � N � � Q � D � � � � � � 00 0 _ , . „ o , , , , RIGHT ELEVATION REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRELIM DRAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 249 TILVIBERCREEKHOIYlES� IltlC . FINAL DRAWN DATE SCOLI�IICK SCALE ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRAwiV DATE ORAWiNG T1TLE � 8 - 1 WITHOUT EXPRESSED, wRITTEN PERMISSION , oRA�nNG No. BY QUAIIFiEO TCH PERSONEL IS One Timber Cr�eek Trail - PO Box 304 - St��atton, Nebraska 69043 SUBMIT DRAwN SAL °A�09/26/05 E L E VA TI 0 N S STRICTLY PROHIBITED. � ¢ � v- N r-i ,-i ,-i � O O N � N � � O � - � � � � � � � / \ / \� / \ / \ / \ / \ . i REAR ELEVATION REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRE�IM DRAWN DATE PROJECT NAME PROJECT N0. � SO�E PROPERTY OF � FINAL DRAWN DATE S C O L I�I I C K TIMBER CREEK HOMES � INC . SCALE ANY USE, DUPLICATION OR DISTRIBUTION � � � SHOP DRAWN DATE DRAWING TITLE 1 8 "= � ' WITHOUT EXPRESSED , WRITTEN PERMISSION DRAWING N0. BY QUALIFIED TCH PERSONEL IS One Tinibe1� Creek Tr�rcil - PO Box 304 - Str-nttof2, Neb1�askn 69043 SUBMIT ORAwN SAL DATEO9�ZG�OS E LE VA TI 0 N S � STRICTLY PROHIBITED. � ¢ � � cYi � ;-i .--i � 0 O N � N � Q� O a a � 0 r � � / \ / \ LEF7 ELEVATION REVISIONS REASON # THIS TECHNICAL �OCUMENT IS TNE PRE�IM DRAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 249 TIMBER CREEK HOMES, INC. FINAL ORAWN DATE S C O LN I C K SCA�E ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRANM DATE DRAWING TITLE � 8 - � � TM BY QUALFIED �TCN�PERSONERMS SION N ' ELEUATIONS DRAWING N0. STRICTI.Y PRONIBITED. 0112 Tlnl�J21' CY22I� TI'Clll ° PO B0�" 3O� - Sll'CltC011 , ebr�aska 69043 SUBMIT DRAWN SA� °A�09/26/05 � a rn N O N .-� .--i � O O N n N � O FRONT ELEVATION REYISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRELIM ORAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF • _ _ 249 TIMBER CREEK HOMES , INC . � FINAL DRAWN oArE � � � C O L f�! I C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � 8 - � � SHOP DRAWN DATE DRAWING TITLE WITNOUT EXPRESSED , WRITTEN PERMISSION � DRA`MNG N0. BY QUALIFIED TCH PERSONEL IS One Tinibel� Creek Trail - PO Bo.x 304 - Stratton , N2bl'QSkCl 69�43 SUBMIT DRAWN SAL °A�09 26 05 E LE VA TI 0 N S STRICTLY PROHIBITE�. � � � ¢ � � 0 N .-i .-i Lfl O O N n N � � O 29,-0. 5'-0° 15'-6° 5'-6° 3'-0° O(E) O O , a�—a� „ —, o , z � a � VI�LAGER O �, �� GAfzPtiT `; .� OGAKPE� 0 3A z ' �`tN � � -- TILE � I N ,i � ^ � `(+ O � � � .v N � 11 � o `� °� P o O� o ON �� O � i� �a �E� `- O - - - - �iN ss° 1 1 1 1 ��1 M � � STOR -� � � � M ^ \ N � � �� D �O �M 4 � P�°tH � - - a+ TILE � T.P. � � o a 9�-8 3�'�� 10'-4° 6'-11 1/2° aa' r.a rx REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRELIM ORAWN OATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 249 TIMBER CREEK HOMES, INC. � FINA� DRAWN oA,� s C o �- �i � C K S�A,� , ANY USE, OUPLICATION OR DISTRiBUTION � SHOP DRAWN �ATE DRAWING T1TLE WITHOUT EXPRESSED , WRITTEN PERMISSION , DRAWING N0. BY QUALIFIED TCH PERSONEL IS Or2e Timber Creek Trail - PO Box 304 - Stratton , Nebraska 69043 SUBMIT ORAWN DATE 1 S T FLOOR P LA N STRICTLY PROHIBITED. SA� 09/26/05 � � � 3�_g� 29'-0' Q 5'-0' 9'-6' 6'-0' S'-6' 3'-0' M � � O O O O � ,-1 LOWER GIAZINC SECTION LOWER (�AZING SEC110N LOWER GIAZINC SECTION � IS TEIdPERED IS TEAIPERED �S TQdPERm o O 5 M o p � y �,, b O � O `" ° .�b.��Lo \ � _ � � � 1 � � I'°+,� � � �tipJO� o � � w000 s�b�9 w � � � � eF J � � M ^ � t�IVINC� � f� � O Y100D 1 � as'—i ° � 0 0 0 , — s � � N � � N O � � 11 � � o 0 0 10'-<' a 9�-8 1/4° MIN36T �� 1 , p-� 1 �� N � � Ki��H �� WOOD 0 '__ � N N \ \ � � M o o �n N � 1 � � V � � i i 1 °�� LARPET 11 11 gOo 18 11 W � � � � �2 N 11.1 H �A� p,�/a, O � ta � �! _ e i0 TILE � N 8� N 3U � o � o T.R ^ ro i � c, °i �„ � 4'-0 1 6'-2 1/2 N r `r o r�' 1 � � 2 iC � 0 11 � W �ST �� OM � � � � W 1 1 W� � � N � � , �E� O MASTER �ATH M 71LE arn� � 3 10�-6 1/2° 10�-6 1/2° m � cy � . .. . - .. m \ � � � � � i tV 11 -3 1 2 11 -3 1 2 22'-8° 10'-0° REVISIONS REASON � THIS TECHNICAL DOCUMENT IS THE PRELiM DRAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 49 TIMBER CREEL, HOMES� INC . FINAL DRAWN DATE �J C O L �I I C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � � � C � SHOP DRAWN OATE DRAWING 11TLE '� — � WITHOUT EXPRESSED , WRITTEN PERMISSION ' DRAWING N0. BY QUALIFIED TCH PERSONEL IS One Timber� Creek Trail - PO Box 304 - Stratton , Nebraska 69043 SUBMIT DRAWN oAr� 2 N D FL 0 0 R P LA N STRICTLY PROHIBITED . SA� 09/26/05 � � 32'-8' Q � N — — — — — — — — — — — — — — — — — — — — — ._ � .— — — — 3�_ � 29'-0' N � 11II II12 M � 0 � � � ° I � � � I N I � � � I N O�PEN °( 0 ��L.ONI N � � I ( � �° I i 13 °r X X � i 14 N 14 `" � � � I � � o I� o� � N �� B N � � TILE °' 10'-J° 11 '-5 1/2° 5' 6° 14 � w � �- �9 D �t� � —� — =� J � 10 GAKPET `^ �' � `n � ° O � � � �° 11 la � �Y M vt �t �- � I x x x � � N (V N N I 2 " 14 � 14 N � W 0 ~ Z Y in i � �IN 36° 1D � OBOILER 71 LE � �iN ,/z° c�rsuu son�o on cuu� s�� p � � w � � N MIN 36° i N M W � N � N � 1� � � I 0 � M G m O � � W �� 10 � k w Z � .:..� � � ,, � 4�� 10 � uiH ao �in � FlRE RAO � 1 'f sI �'^ O � i � � � M C O M 1VX7 � 24'-3° 9�- i ° 33'-4' REVISIONS REASON # THIS TECNNICAL DOCUMENT IS THE PRELIM �RAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF / 249 TII�BER CREEK HOI�ES, IlV C . FINAL ORAWN DATE S C O L_ N I C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION l , � SHOP DRAWN DATE ORA4VING TITLE 3 16 �� = � WITHOUT EXPRESSEO , WRITTEN PERMISSION 3RD FLOOR PLAN DRAWING N0. BY QUALIFIED TCH PERSONEL IS O�le Timber Creek Trail - PO Bor� 304 - Stratton , Nebraska 69043 SUBMIT DRAWN SAL °A�09/26/05 � STRICTLY PROHIBITED. � ¢ � �n .�-i N ,--i ,-� � O O N � � n N 7 (' � 6�� f p � �� l� � ! �' �^ �.� {� � � � � i � N � � � � H $C, � � H SI Po � � � 1V � 1 �� Z'-0° 2,_�. ------ - __—.— . ___ ---- --.. REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PREUM DRAWN SAL DA� 8/08/05 PROJECT NAME PROJECT N0. SOLE PROPERTY OF 249 TIMBER CREEK HOMES, INC. � FINAL DRAWN sAL DATEO9�$�O5 S C O L N I C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRAWN DATE DRAWING TITLE 3 16 �� = � � WITHOUT EXPRESSED , WRITTEN PERMISSION BY QUALIFIED TCH PERSONEL IS N 2ND FLOOR HUAC P � AN DRAWING N0. STRICTLY PROHIBITED . Orl2 TIYYI�JC'i' CI'2ek TI'Qll - PO BOX 3O� - SII"qllOYl , ebraskn 69043 SUBMIT DRAWN SA� °A�09/26/05 � � a � 0 N N � ,--i � O O N n N � ��T/1 V p �lJ 9 V � � � ! �I �^ [�lJ 1 V � � �c � aox eoi�rt s� � �� f��°� REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRELIM DRAWN SAL �A� 8/OS/05 PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 249 TI�BER CREEK 11OMES� INC. � FINAL DRAWN SAL °A�09/8/05 � C O LN ( C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRAWN DATE ORAVdING TITLE 3 16 �� = � � WITHOUT EXPRESSED , WRITTEN PERMISSION ' DRAWING N0. BY QUALIFIED TCN PERSONEL IS One Timber Creek Trail - PO Box 304 - Stratton , Nebraska 69043 SUBMIT DRA4YN DATE 3 R D FLO 0 R H VA C P � A N STRICTLY PROHIBITED . SAL 09/26/05 � Q � WASHER N N I \ � N I � � ,-, � � 0 0 N I � N S�NK � I rn � � "' ( ° II M � SNOWER � / I IM M � I wC /� ow � � � � . �nv I_ � � I � � � / / � I "' �"' �� \ � � � � � I NB � °O // / I � I ( � r7 � � I I SHOVIER °� I I "� i ( i � � � � � � ) � I � / I � I I � / / I I f ( I / LAV a � � ( � � i �v � \ ,� �� i I J I ( TUB/SHOWER ( ( � SHOWER ' / / I I \ r I I ( I I � ,� � �� /= LAV � � � WC I I I � r\ ' I I I I r� 00 - LAV e z I I � I � I � ( I I �b � � M � � a � � � �� ► � I � � � Ijwc � �' , ( ( M M I \ I I I ' I I I ( I � I S FnTCR 7 � � � M � � ' � � ( I 4 s FlMSH CfL�DE ( I I ► � � � � �I 5 WATER INLEI� '�4� �- o�„�E Ar � � s° �xr+/ 2a� wix I _ � at M P80YE FlN. GRADE �. � ._. _ — _ _ ° � _ � I� — _ — � — — _ — i — — — � + — _ I _ — — i _ —I �. I � — � _ � � d I M M WATER HEATER CODED NOTES I I I I I I I I ' � — ° — — — — 1 . SHUT Off VALVE � 2. DI-ELECTRIC UNIONS I � 3. TEMPERAiURE/PRESSURE RELIEF VALVE HEATR I I � � � I � _ � - - - - - - - - - 4. 2" aRCna II I � - - - - - ss _ — _ _ _ — _ — 5. INDIRECTWASTERECEPTOR I 6. 2" DRAJN LJNE � � — —� — — ° — — — — — — — ° — — — — — — �FSE�CTION PAN � — — — — — — — — — — — — — — — — — — — — — — — — — = C 0 l D W A T E R L J N E � = HOT WATER L1NE �a = SHUT-OFF VALVE ` �PA�,T�b�o REVISIONS REASON # THIS TECHNICAL DOCUMENT IS TNE PRELIM DRAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 249 TIMBER CREEK HOMES � INC . FINAL DRAWtJ o�,� s c o �- tv � C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � � s , � SHOP DRAWN DATE �RAWING TIiLE WITHOUT EXPRESSED, WRITTEN PERMISSION DRAWING NO. BY QUALIFIED TCH PERSONE� IS One Timber� Cr-eek Tr�ail - PO Box 304 - Stratton , Nebraska 69043 SUBMIT DRAWN SAL °A�09/26/05 P � U M B I N G — S U P P � Y STRICTLY PROHIBITE� . � a - r-, 3" THRU ROOF •°• � M N �-i +---I I L() 3" THRU ROOF 3" THRU R00� ° � � � o N � I I I � O ( I I . I� I 3 I, I I I I AIRAADMT. f I J � � i ' I � i ' �° I � � �- I / RIAN / � ( I � � � J i I � � � I � � I � I � \3 �m�� \ � � I � /\ �� I I j � � � \ CORNER SINK � I � / ti / ' � AIR ADMIT. I I i � � ' ,s• � � .A. I3� Z• 3,I � � � I ( I AIR AOMITT�CE I 2 AIR ADMIT. I � f� � ' ' WC w•�•� I � � � ti I ( I I � " 3 I � R ' S ' I I � SHR S NB � 3 � � � � I� SHR � � AIR ADMITTANCE .��" p � �^ '�' � �5 3 ' I LAV �q� AIR ADMITTANCE � �B W'�' LAV � tJ^r. ADMITTANCE LAV `� j AIR ADMITTANCE AIR ADMITTANCE y � � �5 9 � � �5 'L S SHR • ti C. ti � ,'i S .. . . . .. - _ } � � } 1 � . . � .. .. � . . ��k � �i�� REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRELIM DRAWN DATE PROJECT NAME PROJECT N0. SO�E PROPERTY OF � 2 4 g TILVIBER Cl \EEK HOLVIES � ILVC . FINAL DRAWN DATE �JCO I_ I�I I C K SCALE ANY USE, DUPUCATION OR DISTRIBUTION l , � SHOP DRAWN DATE ORAWING TITLE WITHOUT EXPRESSED , WRITTEN PERMISSION P LU M B I N G - D WV DRAWING N0. BY QUAUFIED TCH PERSONEL IS Orie Timber Creek Trail - PO Box 304 - Strattori , Nebrask�i 69043 SUBMIT DRAWN SA� °ATE09/26/05 � STRICTLY PROHIBITED . � 6 �33 3 3 0 ' � VICL GER g� �A (IN iL00R) �s� j(Nb aur�) � �� o � � C p s,t ,tv p �6 � ls � l�°� � � � �c �az' co�) � m I 6,9, 7,22,24 3 �� L � II � ' � � 17,32,33,34.LV \ � � 4 I 9 6 1� 17� � �� i o � �Fl 6 �� A� � � _ � D� D , 6 33 4 ��6 / / �' •a, � 'B �� / �5 � � �r ' / � / !� °c° e � � - - - - - - 3 � 34 � 1 � � � - - - - - � #A I #B � j ' � I \ � � I �\ �'°�' i � / �32 \ � 34 9 i �/ / 9 � 32 - - - - � / � � � — 1Y /� 32 2 � i � � STOR � � swrrrcH � 32 . ��D (�O � M 4 � A°fM � I T.P. - �p \ �/ o 32 � 9 2c• T.a p � A REVISIONS REASON # THIS IECHNICAL DOCUMENT IS THE PRE�IM DRAWN DATE PROJECT NAME PROJECT N0. SOLE PROPERTY OF � 24g TIMBER CREE� HOMES� INC . FINAL DRAWN DATE S C O � N I C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRAWN DATE DRA4VING TITLE 16 ��= � � WITHOUT EXPRESSED, WRITTEN PERMISSION � DRAwING N0. BY QUALIFIED TCH PERSONEL IS Ofie Timber Creek Trail - PO Box 304 - Str�atton , Nebr�reska 690�3 SUBMIT DRAWN sA� °A�09/26/05 1 S T F LO 0 R E LE C TR I C A L STRICTLY PROHIBITED . RANGE HOOD � ELECTRICPL PPNEL IXHAUST FPN NOTE: t . ALL WIRING NON —METALLIC SHEATHED CABLE EXHAUST FPN/UGHT COPPER WIRE WITH THHN INSU�APON . Q cFl 2. ALL ELECTRICAL EQUIPMENT AND MAIN SERVICE OO � I V I WP W�T�ER PROOF RECEPTACLE PANEL SHALL BE INSTALLED IN LOCATIONS THAT � MAINTAIN PROPER WORKING CLEARANCES. 220 RECEPTACLE 3. RECESSED INCADESCENT LIGHT FIXTURES ANO L.� � I � L EXHAUST FANS REQUIRE THERMAL PROTECTION AND PROPER CLEARANCE. RECEPTACLE 4. ALl FLOURESCENT FIXTURES REQUIRE THERMAL P � � � PROTECTION INTEGRA� WITHIN THE BA�LAST. "'�� ucHr 5. ALL MOTORS REQUIRE PROPER TNERMAL OVERLOAD PROTECTION . �° - SiRIP RECEPTACLE 6. DISCONNECTING MEANS SHALL BE INSTALLED WITHIN SITE FOR ALL MOTORS, CONTROLLERS & RECESSED IJGHi WATER HEATERS. O O 7. WEATHER PROOF PROTEC110N REQUIRED FOR ALL RECESSEO SWIVEL UGHT OUTDOOR LIGHT FIXTURES AND OUTLETS. 8. ALL NON—METALLIC SHEATHED CA�LE TO BE RECESSED WATER PROOF UGNT RATED 90 DEG. C. � 9. WIREING TO RUN IN BORED HOLES, PROTECTED Q SMOKE DETECTOR WI7N 16 GA. STEEL PLATES. s3 3-WAY SWITCH 10. CLOSET LIGHTS INSTA�LED PER SEC. 410- 8. 11 . A GFCI RECEPTACLE TO BE AODED WITHIN 25' S swKrcH OF A HEAl1NG, A/C, OR REFRIGERATION UNIT IF INSTALLED WITHIN ATl1C OR CRAWL SPACE. O o � CHIME 12. S`MTCH TO BE ADDED FOR CRAWI AND/OR KITCHEN — APPLIANCE 12 - 2 20 AMP � 2 12 - 2 20 AMP KITCHEN — APPLIANCE ATT1C IIGNT IF SPACE IS USED FOR STORAGE � N JACK STORAGE OR EQUIPMENT REQU�RING SERVICE. KIT GEN PURP 12 - 2 20 AMP 12 - 2 20 AMP ARC FAULT MASTER BEDROOM REQUIRING SERVICE. �OW PHONE 13. SMOKE DETECTORS SHALL BE WIRED IN SERIES, LIV DIN ROOM GEN PURP 12 - 2 20 AMP 5 6 12 - 2 20 AMP ARC FAULT BEDROOM Z — W1TH BATTERY BACK—UP, LOCATED ON EACH FLOOR HIGH PHONE AND IN THE OASEMENT. MASTER BATH PWDR RM GEN PURP 12 - 2 20 AMP 12 - 2 20 AMP WASHER OT TNERMOSTAT 14. SMOKE OETECTORS SHALL BE INTERCONNECTED CAUSING ALL TO SOUNO SIMULTANEOUSLY. BATH 2 GEN PURP 12 - 2 20 AMP 9 � � 12 - 2 20 AMP DISH �NASHER � COMBINATION N/PHONE 15. INTERCONNECTIONS BETWEEN MODULES TO BE FIELD DINING — APPLIANCE 12 - 2 20 AMP .) � .� 2 12 - 2 20 AMP GARBAGE DISPOSAL INSTALLED. BASEMNT MODELS MAY HAVE THE PANEL � secuRrtt SHIPPED LOOSE WITH WIRES COILED 7 CONNECTED TO o cnr s c,�,e� THE PANEL IN THE FIELD. DRYER 10 - 3 30 AMP 12 - 2 20 AMP RANGE COMPUTER IJNE IN THE FIELD. 16. CEi�ING LIGHTS IN BEDROOMS, UVING ROOMS, FAMILY DRYER 10 - 3 30 AMP � 3 � 4 12 - 2 20 AMP SPARE GEN PURP � SPENCER ROOMS AND OENS ARE OPT10NAl.. IF A CEILING FIXTURE IS NOT USED, THEN ANY RECEPTACLE WITHIN THE ROOM HEATER MAY BE SWITCHED. A CEILING LIGHT FIXTURE WIIL BE SMOKE DET 12 - 2 20 AMP � 7 � � 12 - 2 20 AMP GEN PURP DEN � INSTALLED IN ANY ROOM CONTAINING THE MAIN SERVICE POWDER RM MASTER BATH GFI 12 - 2 20 AMP 12 - 2 20 AMP REFRIGERATOR II SCONCE PANEL. 17. A 110 VOLT RECEPTACLE IS ADDED TO AN APPLIANCE MICROWAVE 12 - 2 20 AMP g 22 12 - 2 20 AMP BATH Z GFI CIRCUIT AT THE RANGE LOCAl10N WFiEN THE STANDARD �.�. ucrtr ena 240 VOLT RECEPTACLE IS OMMITTED. GARAGE 12 - 2 20 AMP 12 - 2 20 AMP BATH #3 GFI � FLUORESCENT UGHT � g• ELECIRICAL SYSTEMS ARE DESIGNED TO NEC 2002 STANDAR STUDY HALL GEN PURP 12 - 2 20 AMP 25 26 12 - 2 20 AMP GEN PURP LAUNDRY LOFT a H�,T o��TOR FURNACE 12 - 2 15 AMP 12 - 2 30 AMP BOILER 0 HoRN�S�REN HOT TUB 8 - 3 50 AMP 27 28 12 - 2 20 AMP SPARE GEN PURP Kp K� P^° HOT TUB 8 - 3 50 AMP 3g 32 12 - 2 20 AMP A � C FAULT BEDROOM 4 = ARC FAULT BE-DROOM 3 12 - 2 20 AMP 12 - 2 20 AMP GEN PURP BATH 3 BED #2 LIGHTS /HALL/STAIRS MASTER BED LIGHTS 12 - 2 20 AMP 33 34 g _ 3 40 AMP OVEN SPARE GEN PURP 12 - 2 20 AMP 35 36 g _ 3 40 AMP OVEN 2 � 95 SQ. FT. O 3 WATTS/FT EACH 6.6 K� 3 � 38 3 20 AMP APPL CCT'S O i5Q0 WATfS EACH 4.5 KW LAUNDRY i .s Kw D�L OVEN 9.0 KW DISHWASHER 1 .2 KW DRYER 5.6 K1N 1 50 AMP VI111RLPOOI CCT'S 11 .0 KW � TOTPL 39.4 KW FlRST tOkW O 100% 10.0 KW REAWNDER O 40% (29.4 kW x .40) 11 .76KW CFy.CUTAiED 10A0 FOR SERVICE SIZE 21 .76KW 21760 / 230 s 95 AMPS 200 AMP SERVICE STD REVISIONS REASON # THiS TECHNICA� DOCUMENT IS THE PRELIM DRAWN DATE PROJECT NAME PROJECT N0. SO�E PROPERTY OF B 249 TIMBER CREEK HOMES, INC. � FINA� DRAWN oA,� � � o �- � I c � SCAI.E ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRAWN DATE DRAWING 11TLE WITH BY QUALF EDE�CH�PERSONE RMSSSION N , E L E C TR I C A L N 0 TE S DRAWING N0. STRICTLY PROHIBITED . 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SOLE PROPERTY OF a 2 4 9 TIlV1BER CREEK HOMES� INC . FINAL DRAWN DATE S C O I_ N I C K SCALE ANY USE, DUPLICATION OR DISTRIBUTION � SHOP DRAWN DATE DRAWING TITLE 3 16 � = 1 � WITHOUT EXPRESSED , WRITTEN PERMISSION � ' � ND I � OOR E � ECTRICA � DRAWING N0. BY QUAUFIED TCH PERSONEL IS One Timber Cr�eek Tra� ! - PO Box 304 - Stratton, Nebl"Q,skc� 69043 SUBMIT DRAWN SAL o^rE09/26/05 STRICTLY PROHIBITED . r—I— - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � � � I I � I � � � I � � ��t� �� .Q� � I I � � � � x � � � � � � " N II � � II I , a l�� T ,3�,5 18 � o 6 � y, � — � \ � 0 , — = � � as � �� ri �n � / �n n� � v� � B 6 , � - ,a � � i � �� Y � _ d' x \ i � IB N � � N N � � N � / zs I . Z ' / / � _ / � � / �/ � LNJ � / / � � / 6 / � �8 17 � � � I �� 26 BO�LER � �a 28 � i �L 17 28 ELE PNL � \ \ � I � I 1 � I I I I � Q 1 �!� � l� � �✓ I 1 bed � ! � , �Lml� �� , �� 1 �s�� 9 P°e� � ` �t��TR�IG�ot� �Y � UII�r� �F� 0 �! 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REVISIONS REASON # THIS TECHNICAL DOCUMENT IS THE PRELIM ORAWtJ SAL �� 8/08/05 PROJECT NAME PR 249 N�. SAL 8 8 05 UP TO C/0 /41 SOLE PRQPERTY OF FINA� DRAWN DATE � C O L P� I C K SCALE N�Y�UBER� PREAT 0 x� D�R�IBUT ON � , � SHOP DRAWN SAL DA�09/8/05 DRAWING 11TLE 3 16 �� = � � WITH BY QUALFED �TCH�PE SONERMISSSION N CROSS SECTION DRAwING N0. Or�e Tiniber� C�-eek Tr�nil - PO Bo.r 30� - Str�ntton , ebrc�skn 69043 sueM� r oRaw�, oAr� STRICTLY PROHIBITEO . ; � � /\l 0 -3 � . n U .L' ,.u' i �.P b Lo /�. L� S. r �.c p7 c t�, 7`� .'�o GP�RACE DESIGN�� Y O�f'N�R. �A�G � B�X ��LF � � }' �, v :.� t�. L. r a..> � M SUPF�ORTEQ �3Y ST'EEL �RA�� YSI°EM �Pd-i!`!� A� �,. � � � v ,�,, � �, �, � �., � P � o �ESIC7�ED �Y QT�'IEI�. P�I� LOJ�C�S �iRE �TO �E iJ :vt.. L'j''> �"t- N t'. F`LW � St�" .� f�� 1 �/� N IMPO� EI� Q�TC) MAST� F� ��CaF��OM �OX. 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S - 3 S� r,,,� �� 0 °° td 3 � v �S ��' n. o �. -� i� z �� ( = J � � a -�'- � � A � d3 p� �' � �. i.�, �. �. . �� uv�o�. � � t e �� ,: ps � PRECISZON � , S � � � 1 �, �,tk ri ��., �� t�;� f � r 5 � 5 � ` ENGINEER.�G : c,> c� �l �u� << /�-�1�� D� i �'- � � . � f � a 1-t � � a'✓J A '7C j �'° , � ' �� a�� e.s �� . �� t�X S � L� � IJPP� RT�� l° �T� �L � ME ' �Y�T�� ON �� IT� A� � �� I � NED �Y �T°FiEF� . NO L�A�� R � °i�°� � � fI� PCJ� � D C� tVTC� M�0.�TER � � � RC)OM �0�. 7 9 ? 9 4 R d DI�ING aR�OM ENO WALL , � 1.�1�� A 5��6 �� '� � n • a � � .�i��p � CD � ,o s �: � �al �' � u, � � � � , :-a M =P: `. 2' `s (2) 2x12 (2) 2�c12 �� 3 r' � "" � � � � � � . . � � � � �" � � � b'°0 1/2' � �,...\ � 11 '-91 1/2° '6 ID :' ` . . < , e ?�''�,,� �l , . , o . ,, . � � x . o � ;. �. ` � � � � � ' 4 { o � > � � p � s,0 i �� mo P � ° • � °f �3 � � ° ° ` 0 c - � ' " '° ° ° � m..�,�° t � � '�� Zrl / ,s ' � w _._�� s - � �` O � p N � T � P 0 G RAP HY ° °' °' ° � C T C +'' o � � c +, � N � v p °' : ` — �° Ea� 3 , L � T 1 � , BL � CK � , VAIL Il�TTERM � UNTAII�T � ` ° 3 ,� � � � � ° , y (� CL � L q � j � O v��- '� a"' � N , ` � � 'D � � '� p ' y � O ' SUBDIVSION , TO � l�T OF VAIL , ` � � � o � T � � � � � 'v o � � ca� � ` ° ' M COUI�TTY OF EAGLE STATE OF C � LORADO U � ° � � � � � � � � �� ¢ �, � ov �, a� a� � � V •— � �. � C .a C U ` - C� � v U y p +, C N � L O � C C +J � O3 °' as � > a � L � a� _ Z a a� v .� 'v a� � m .� o .� � w OQ � � ° + � p � � � z SEWER MANHOLE # 108 � ° o � z ° ° o I � _ o � � R I M E L E V A T I O N = 4 4 . 5 1 ' a�� Z ° N � W } �,.i > o cn s � SET 5/8 " REBAR & ALUMINUM CAP � � � �t� ° N m � o � I , / � F" W 0 L(� � ? w o c� � � S T A M P E D P E - P L S 5 4 4 7 1 0 F T . W . C . = Z o � �, � w z w / / � / � � ..� � _ � " � � m � � � � / � i � i , i / � � � , a . APPRO!/ED � , / / � a mmunity Development Department � / / / /// /� �� , / / / �� J Building Safety and Inspection Services / / / / � � �� j / �� , / Sectio:� ^fi Ir�T�i�ding CodeAntemattonal Re ' � / � �`� � / � � � � '�----�. (. ,...c; ,�rier ��. stdentlai 5 ode VaE�Cit• c� c-, � � / / � / � � // �� / � � � not be constru�d � bc a�pehmit foraor an app otvagof, a y o�lat on'of / � // ��P.G � � / / �� / � any of th� provisions cf this code or of any other ordinanc� cf the � / � ��P / �� `'� � / jurisd�ction Permits presuming to give authonry to v;olate cr cancei th� ' / � / � �,� 8M P� E/ provisions of this code or other ordmances of th3 �urisdiction sh311 �ot 69 � � / � / /� \� �" FIR / � � � � � � valid The issuance of a permit based on construcbon �ocum�n2s and �i / .��, � \ / � other data shali not prevent the building official from requiring the . � / ��'�'/ , � /� � � / � correction of errors m the construc � 9 tion document� and other data. The � � � � / 5�� / � >\/ ` bwldin official is aiso authonzed to prevent occupancy or use of a G� Z o ' / � / M / � / / � � structure where �n v�olation of this code or of an other ordinances of (� 3 / / � � / ✓/ ,AS�EN / / / / � � / / r this jurisdiction. y � � � o d �' PLANS EXAMINER. DATE: r� �' � � ao N ' � / / / � / � / � / � � / � / Sss.� ' � / / / /� / PG�j „ / 1 " � CE '` s ��j `326, � ,--� Ul o �t o 0 I N U N F� , FOUND 5 8 " REBAR & ALUMINUM CAP / / h� / G �� / / 8 �PT . � / � / / � / / � ��/3 � / � � � � °' co o z �, ' / STAMPED PE - PLS 5933, � /� / ��,�� / � � / � � " PEN � � � � / �" � � �+ � o � � ? / � / / � /� �� 4 J - � w �` .-. W `° , � / ' / x �'qi ca �--1 � o � r , � E .� � / � � i / i � ti � — J a � ,� � 3 � a ��' S�0 , � s,� / � / / � � / / � / 8�PRl7�ccc� � / � =1B" .�INE . s 7�� K �� , D� in5to+v o� �o p G� "� z °`�' X ' , •" N�o� 5 �° / � / � � � ASPEN � / • / � �SF � � _ I R-0P� v�p �r � �,0 � o ;� m° _ � ,% 2� / GJ% , � � 60 � � � / / � / � �lFi�j. J f�f�Ns �'�ul�p �'b �- ?.+ 'b Q a � o rn ,/ . / O~ CIG� �.. / /j� / � � / / � � � �� ,/ / � ASPF�,Pf �� . ) S�$M��D O � � Z �r � r/1f` / � �LOT y , B L K 6 � � � � � � � SET 5 /8 " REBAR & ALUMINUM CAP �o�" �b � �,p�r p� �"' � � �' , n� � '`, � / / / /� p� � ' / _ �° `' � / / � �G� � � � _ STAMPED PE - PLS 5447 �,, A � 0 . 195 ACRE P ) � � � � S ��,F � � / / �9i�G� / / � � 8 , 52 � . FT . � / / / / /�� / � / � � .--- DO N GUY O�F" �� " ��i� � w i � FOUND 5/ 8 " REBAR & ALUMINUM CAP � / / CF� � � � / � / ��' � / � / � o�� / � � � I ' f�j� STAMP P - F / \ '� / 2935 / � / � ��,0/ � � �-- � � �E t ��`I N ; ED E PLS 5933 AT CORNER / / 93, � / � � � � OF LOTS 12 , 13 , 14 , & 15 i / F / � / � � / � � / J � / / � � / / J � � � / / / ��'L " IP NE / / / / / � / � � / � / / / / / / / UTULITY POLE , �I / � / / / / � / ` 2 . 5 CONC . CURB AND GUTTER / / • � � / / � / „ / / // � � / / ! T. O . W 104 . 6 � � / � „ � � i � � � / / �P� � / / / / / / - / F w.,� B . O .W 102 . 37 w E j • � � / / / 16 � E � URB �bP / �'` � j � � � � � � ° � / �� o� / / � / j / / � / / ��- /"� �� , �� / / / / � � / _._._ ,G � , � , � � , �ucE � � / / / / / / , � � ,� / � I - / �--� � � 3— SP�CJCE / / / // � / / � / � .v� ' °� � 8'y SPRUCE � �� / � � / � / � � / � / / / � / F � � / / -��T� �� -, � � � / � / / � / / / � � �- � , � � �-N�.� � ', , � � , � , /// / / / / / / � / / / o� � ;, ` i � i � -�v / . �� 1 _ � � � � � � � $o� / / / / / / � / / / / / / � T. o . w . � 0 � . 5 �� / / / � — � �o . w � 02 . 5 ��` NOTES ' / � / / � ' • DRAWN BY� GJE � / i � i � � / � / 12"� SPR � / / / / / � � / / � � � � � \ , � ,i � / � . � / �`s' � / � � � / � // �/ � 1 . BASIS OF ELEVATION . SEWER MANHpLE 058 INVERT DWGNAME; �o22TOPo � � � � � / / � � � � � � / � / /p�� / � F� /� � �' `1 _ OUT= 100 . 00 ' (ASSUMED) EAGLE RIVER SANITATION HA5 NO ELEVAfI0N5 DATE• 5 -24— 5 � �, FOR THIS AREA . . 5022 � � / / � � � � � � / � / � � �/ / � � 2 . BASIS OF BEARINGS : S61 ° 57 � 56 '�W , BETWEEN FOIJND ORIGINAL LOT � i � , � , � � \ / � �°� / � � � � �/ � / � ��, . � � CORNERS AS SHOWN . , REVISIONS • � i , i / � � � � � / o��,� � i V •� � 3 ELDRIDGE LAND SURVEYING , LLC RELIED UPON TI i LE COMMITMENT # � � / � , i �j / / � / / O . 5 V 2 5$ 7 7 4 F R O M C H I C A G O T I T L E I N S U R A N C E C O M P A N Y T H E R E C O R D E D � � , / / � � � � � J � � / �`' -- — ��- 1 � • / I i PLAT, AND FOUND MONUMENTS TO DETERMINE LOT DIMENSIONS , ' � � i , � / \ � � / � ��// ,� T. O . W 109 . 6 / <,.,O 1 � _ / _ � � EASEMENTS , AND RIGHTS - OF- WAY. . � � ' � i / � � / / � ,�p0 �� / / � ` � B . O . W �2 . 0 O�'J �� a 4 . DATE OF SURVEY: SEPTEMBER 25 , 1997 , REVISED MAY 23 , 2005 . � A i- � SET�� REBAR c�ALUMINUM � / � / / � � ,� \� G �v � �TAMPED P�-�S 5447/ � � / � � �� o c � � / � / � �j�j � '�� - G ��/ `� ,- - , � �- -� � �,� � , ,/ �P � , � � � � i � i , �G � � � ��/ , — � � ur, u-nr�otE"�,[ , � / � G Pc�� ' � LEGEND � � �' � / '�/ � � - �� / G SEWER MANHOLE # 058 � � � i ��/ / � � �" s / BASIS OF ELEVATION , � ��/ / / o � G // � INVERT OUT= 100 . 00 (ASSUMED ) , � i � , RiM ELEVATION = 1 1 1 . 20 ' � = BOULDER RETAINING WALL � � ' � � H (�N�E��j � �� 5 �/ EAGLE RIVER SANITATION HAS � �/ i u� ' } fi' � � �i / � � T. O . W 109 . 8 � NO ELEVATIONS FOR THIS AREA. ` ' o / / � /� ,� /� / B . O . W 102 . 0 s � ! � � Z � � / j �� / G � S �'"� G � = CONIFER TREE AND TRUNK DIAMETER � � Q � f � � j / � � // � V J y ~ I.j,J � `` o � .� ♦ U � � / V` �+ r� s / G / / �/ O � � _ / --/'� � — J � z � / iS � . = ASPEN TREE AND TRUNK DIAMETER � � � � o / G a— � � m r. � I � Z M � � CERTIFICATION i � �-.— N o < I , Gregory J . Eldridge , a Registered Professional Land Surveyor licensed under the laws � J � � of the State of Colorado , do hereby certify to the The Town of Vail , the cont � urs as � Q ( � 3 � shown hereon , are based on a fieid survey performed by me or under my direct I � o / sup �rvision on May 23 , 2005 and are accurate to the best of my knowledge anc! � � , N beli � f. � � � � � � ��lq pG ��^ � � ��,o `, . � �y ^ � ,0�0 OQ.°� 6 b( . ,. �S� e' ° �D��'1��.�� i i-1 � . .. � C� o `� � ��r.�,�� GRAPHIC SCALE � � �Q� � J � r _ ' �UVi�t �� A�L �� I �. - ° F �. , ` : � - ' N �`�� ° : s� e o ° o �� io o s �o zo 4o Gregor ��,°•� idridge p��a�' ,.�. No . 30093 o �� b �� g,� ��-�� ,��, �ESiGN REVIE1� , � I , STAFF APPROVAL �� '��"�� '�� I �� 6C�t�� ° � � � � � . . � . > ,v�,� � J: r = � � � ��PP( � � • " �bia��p - o ae .�9 � -- � S- Oj �.� ' _ _ps' ( ) SHEET N0 . , � �. � ¢ � <. �.�. � .��,��-�-� _ �-- � � � O � . �a��: � � IN FEET � ` �, „�. .m.-� �-� � � � ��T� : 1 inch 10 ft � � Ol 'z• V " i • �+w 9 i-�, , . ' g : ..�:z. ,.� �� .M.. _ _ _W__ _--� ��-�. .,� _ -� / , � '( � )G � � � �� F , l/lJ _ ______ ---- �i�i+� N �R: v,,• � �, `= OF 1 U � ._ _. _ � �� OF f :;,, :; SHEET INDEX: �� N �� v ` o Ci ARCHITECTURAL SITE PLAN �� k � L1 LANDSCAPING PLAN � 'F NCE '� � A1 LOWER LEVEL FLOOR PLAN �, � -15 5 � �'. O A2 MAIN LEVEL FLOOR PLAN ��\ �V� A3 UPPER LEVEL FLOOR PLAN N`rfD p. R��\ � Z A4 BUILDING ELEVATIONS �— g A5 BUILDING ELEVATIONS �� QJ A6 BUILDING ELEVATIONS ,�UL = A7 BUILDING ELEVATIONS � A8 ROOF PLAN A9 BUILDING SECTION � A10 ENLARGED EXTERIOR SECTIONS � Q At 1 ENLARGED EXTERIOR SECTIONS > � Ei LOWER LEVEL ELECTRICAL PLAN Z � � � Q - SEWER MANHOLE E2 MAIN LEVEL E�ECTRICAL PLAN " ° m � RIM. ELEV. 44,51 ' E3 UPPER LEVEL ELECTRICAL PLAN � . E � p `/ � � o . � om / � � � IMPORTANT NOTE: W `o ,v „ � m / �j � � � AND FORM A P RT OIF TH SEECONSTRUCTION DRAWINGS. � � � m .=_ o � / � / � /� s, � / MANUFACTURED HOUSING MODULE DRAWINGS ARE ISSUED � � �— / / � � /\ � SEPARATELY AND FORM A PART OF THESE CONSTRUCTION DRAWINGS. (� � � O (n / / � � � � / W � E � / � / `',� // / / i� \ / � � . � � ,r U � / �y / / / �`' `c � ^ � / � � 1A✓/ � � � � � �Sso� 2 ° .-C '^ 3 i � � / �5sO1r � �� / ' ` �'�2� � U d ,�. � " Y / � a � .' � U � / / / � � �// / / / � / � / ��_.�— -�XiS�r— �' AILROl1ND PERME ERgOF BLDCs. • x — / / / �SANITAgWSEWER � BUILDING CODE DATA. Q � � z / � / � � � LINEYG EXIST. / ��S,�� / �/ � � NIFER (TYP.) PRIOR TO EXGAVATION � ,� � J / / � �/ / �{W - - I� . SFT � C •.. SITE ADDRESS: 2935 BASINGDALE BLVD. W o :ti a O � / / � � / �-9�—C�' � i / VAIL, COLORADO U �� + m � � � � / / / � � / / ..' ' �' � ,` / � Z m +-' Nmm / / ' � � / / / / 5��0� � i / , / / 'r EXPE( � i / � �s wae (n `� LEGAL DESCRIPTION�. LOT 19, BLOCK 6, W E m � � / � /� / � �( WTERMOUNTAIN, Q� v N oN / � �` ' / / �y � l � EAGLE COUNTV, COLORADO � -� o / / Mvm / _� � � amy / � / \ / J � �/��o��-y \ � \� � / ZONE: 2 FAMILY FRIMARY SECONDARV a o 0 5% � \ / / � / / � �'<'" � \ / a, � // /�( PROPOSED USE IS SINGLE FAMILY J O /` � / / / � � � � fp/�p0� �p.V�' �� / \ D / / / _X � AREA CALCULATIONS: / G � ` / / � / / / y�4 � ��v��Q/ � � h / / � TOTAL SITE AREA = 8,524 S.F. / � /`C / � � �j � Q/ � RESIDEN / / x /� ` ALLOWABLEFOOTPRWT = 8,524z . 15 = 1 ,279 SF. PROJECT: � \ / / I � x � � / 'C �/ �l � / j � —� � ACTUAL FOOTPRINT = 1 ,269 S.F. � CUSTOM � / '1 � � �. � � e // � RESIDENCE � r �, � ' � /�' / �` � �� / \ � � � / ,� /� � �j -"—� ALLOWABLE GROSS FLOOR AREA (EXCLUDING GARAGE) _ I -��an lev. Lq„t� �ei9M_ � � � h T � 8,534 x 25 = 2,131 + 425 = 2,556 S.F. IJGA � _R�d� _ _ __ - . _' _`_ - -/-'7 — - Q- c— j / SFr \ / \ � / / / / `y� / W ER LIN ROM / / ACTUAL GROSS FLOOR AREA (EXCLUDING GARAGE) = 2,312 S.F. L 19, I ' `�• � 1Il 33 � / �9C,,�� / / � � j� � � \�%j/ �XIST. ER TAP 0 BIOCk 6, — Q Q (� - -° / / / f"- TO D T. @ C . ' /� CAR PARKING = 2 W GARGE & 1 ON BRIDGE = 3 SPACES IMermountain Sub�d. a �f I. � l 3 aV ' � / ' � / / ERGA GE�/ � X\ _/ E � � � � � / �' I�.D � 3 33 � ` / / DE�K / 5 P�� a- � � � �j 2935 Basingdale Blvd. � ' �/ / ��/ � � / � � / � BUILDING OCCUPANCY: R-3l U-1 I Y��+� � / � / `'QP'G� / / fSMOW � SM � CONSTRUCTION I i � g x ,p. ° �STORA Vail, Colorado / � E�. s'-6" qR� CLASSIFICATION: V-N i S � / � � \ G � / 0 � .. / pg�`/ � \ / � R � G / GOVERNING CODES: 2003 IRC / "i9,' / �\ � / P p, '� � �5 b� / F � cr�c o ooR c�P � py � / i tC � T L. I09� . . y� \ J5 � All 4 9 � . 9 . I satlP . fi � Ib�e / � � � C'� � 4 0 pPpefry �ILPWRENCEARCHRWTURE. J � wc m e � � � i p n neu i e � / �� / GAS /� � ING� sr. qvi� ys� � u ' a, oec a a� a e . o. e � o � em ��E // / /� .. ime�-e^ T.O. WALL = 10Z5' �nna�v+oM�°o'oieamnennanmespe��•�eep,oiec � 8.0. WAL 102.5' m,.m�� merne.« tae� p�epereea�aae.pmoaew�o�ai / / / / / trs/ INCP�orwiiilen�qnsenlo(IAWft[NL[ PRLMTECTOP[ ` / / / � �5/ Trnmpyngnitlalaslna0alelhsdownenlwas _ � / D E / , ,��o� �==ro.� o��ow. � -� ��,�a�� 9, x1 / �� . , niicnreciurzi_. inc. �y� s �� e,/ �BRI / — – –�/_� � � � ^ � ` / _ ,� 'L�� ! � / � e�� nmP a'� s/�_ \ 'NEW' U GROUN / / ` V �� , E�EC . SERVICE T �" w*� V SHEET TITLE: HOUSE � - - � EXISTING CURB & GUTTER TO - 'I(p2?['{`7 i_ < S1E-, / �/ \ r / � � / �s� BE REMOVED. PROV�DE -. /� �� , NEW 4�_0° W �oN�. PAN S I T E P I _AN _ C _ � I I .S ELECT. UTILITV POLE � g 3 / OP � (FLOW LINE OF PAN ,��''C��YAC)� w1UNDERGROUND � � � M1 ��_`G I F OWLINEEXIST. C & G & NOTES ELECT. SERVICE " � TOHOUSE@ � � JO$i� P^ � " � �\` � SEWERMANHOLE # O58 SITE PLAN NOTES: LLL E�. �� ' ! � BASIS OF ELEVATION I �SI � GARAGE i � / �P S� ' - S � �} C �OU2fPq¢ ) / c� �-"' (�� INVERTOUT=100.00'(ASSUMED) � w �6� RIM ELEVATION= 11120' 1 . SITE INFORMATION OBTAINED FROM TOPOGRAPHIC SURVEV ��a PROVIDED 8Y CONTRA, LTD. DATED 09-27-97. �9� / T.O. WALL = 109.6' 1 / /"s -----_ B.O. WALL = 102.0' 2. COMPLY WITH ALL REQUIREMENTS OF THE SOILS ENGWEERS - SI1 � / `�5 -- GAS LINE REPORT PROVIDED BV LKP ENGMEERING, WC. I QY1CQ �iM�}5 �/ '� tS�UC�A/1Cf EXIST. 2.5' W. ws� TOMETER CONC. CURB & �� @ GARAGE 3. COMPLY WITH ALL REQUIREMENTS OF THE GEOLOGICAL / ENGINEERING HAZARDS EVALUATION PROVIDED BY GUTTER---_ ____� � E.O. CHURCH INC. /`� T.O. WALL - 109.8' 4. STAKE-OUT OF BUILDING ON THE SITE TO BE BY A REGISTERED B.O. WALL = 102.0' SURVEYOR. PROVIDE ALL REQUIRED SETBACKS. OBTAIN OWNER OR ARCHITECT APPROVAL OF STAKEOUT. DATE: 21 JAN OS 5. PROVIDE IMPROVEMENT SURVEY AS REQUIRED BY THE LOCAL REVISIONS: 01 FEB OS AUTHORITY. 05 JUL 055 OB MAR 05 NORTH 6. CONFWE CONSTRUCTION TO BUILDING AND ADJACENT AREAS. 07 APR 05 PROTECT AREAS OF SITE BEYOND CONSTRUCTION ZONE. 23 MAY OS DO NOT DISTURB EXISTING TREES TO BE RETAINED OR � ARCHITECTURAL SITE PLAN VEGETATEDAREASOFSITE ERECTTEMPORARVCONSTRUCTION FILE NO.: N104024C1 FENCE TO PROTECT AREAS OF SITE THAT ARE NOT TO BE PROJECT NO.: 04024 DISTURBED. CONFlNE DEBRIS AND CLEAN SITE. C � �� - � � -� ISSUEDFORPERMITB 6. VERIFV WITH ALL UTILITV COMPANIES THE LOCATIONS, CONNECTIONS FOR CONSTRUCTION!! AND REQUIREMENTS FOR INSTALLATION, METERS AND HOOKUPS OF SEWER, WATER, GAS, ELECTRIC, PHONE AND CABLE TV. ALL METER LOCATIONS ARE TO BE APPROVED BY THE OWNER. SHEET N0. � � 7. ALL OVERHEAD UTILIN SERVICE ENTRANCES QNCLUDING ELECTRICAL, C � � .- aiGNRLVIEvI P�NNINGAI-•' , TELEPHONE, CABLEN, ETC.) ARETOBEPLACEDUNDERGROUND. r- r- APPROVAL ENy�RONMENTAL Cor.sr. � - 15- os �J- a�-O S wc, � _ � __ . on�: 5 - q- dS s�.�FF: �/`) G _ W G PLANNER: n ��;:�� 0� ''�� N � �,�,,��,� '�'� �,� � PLANTING SCHEDULE: }�°� `' ' i�� - _ }� O ' KEY QTY COMMON NAME BOTANICAL NAME MIN SIZE REMARKS � Nt;� -� � ' . ET1 3 COLORADO BLUE SPRUCE PICEA PUNGENS (or P P 'GLAUCA') 6'T (MIN ) EVERGREEN TREE , l + 5 � O ET2 4 BRISTLE CONE PINE PINUS ARISTATA 6'T (MIN ) EVERGREEN TREE y...-;•¢ ' �.SE' �;� �,e,��' Z ;� DT1 4 QUAKING ASPEN POPULUS TREMULOIDES 2 1/2" ca DECIDUOUS TREE � _ U DS1 6 COMMON BUTTERFLY BUSH BUDDLEIA DAVIDII 5 gal DECIDUOUS SHRUB � 0 Q • 3 U Q P1 11 RKY MTN COLUMBINE AQUILEGIA CAERULEA 1 GAL PERENNIAL Z � ¢�� J i � o�� / � ' E �� / � � ' `—° o ti � /A�//�� - � � . f0 O M � � � V � O M / / � /� / / ` /- � � 'V N J O � � � , / / � � � O , i � � / / �� — �- � �, o �— / , � / �/ / / / � , W � � c� � i � � i � � � � o � � ° � / �/ � � / � � — - � �' � U / � / � / �sT �,,�/ / / � � _ � � o � / ,�/� ,� � �" / _ � M � / � � r CONIFER N"Yr ) / �� V 'a�'i � o .� � � � � � o U � � � / ' � /i � � � / i � �� , ,� °° _ � / � � -� / EXIST Q � � � / � � �/ � � � / / NIFER(TYP ) � Q O Z / � / / / / / ��s�� W .� � J � � �/ � � � �sFr / o � � 0 - � � � � � � � �,� � ' LANDSCAPE NOTES: � �� r� / / / / / i / / / � � Z U / /// EXI�I` � �P�'�� / / / / / / �� ) ps1 , EX�I T� � W � � w�� rSPEN (TY�iJ' c��/ ��gT � � ASPEN (TY� 1 ALL PLANT MATERIALS SHALL MEET OR EXCEED MINIMUM o ; m o N / � F�'�� / . � AS P E N P ) � STANDARDS AS OUTLINED BY THE COLORADO NURSERY ACT � c� N�N I / � �� / \ � � REGULATIONS PLANTS SHALL BE INSTALLED ACCORDING TO � N v o / � (2) DS1 � � �� P� SPECIFICATIONS OF THE ASSOCIATED LANDSCAPE CONTRACTORS . ��°' / / / / . �� OF COLORADO PLANT MATERIALS SHALL ALSO CONFORM TO Q � o� 5 0 � � U N I F O R M N U R S E R Y S T A N D A R D S, C U R R E N T E D I T I O N ._I ��p � / / / / / ,,/ � \ E T�SPE // O � � / 2 ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH � � � � y � / E R�M E / / / AUTOMATIC IRRIGATION SYSTEMS AUTOMATIC RAIN SHUTOFF �� / / ) DS1 / � � EXIST SENSORS SHALL BE PROVIDED FOR ALL IRRIGATION CONTROLS � � � � D K � � / CONIFER(TYP ) / �C / � / / / / R�IDEN / / / \ 3 EXISTING TREES SHALL NOT BE REMOVED WITHOUT PROJECT: �'J� / � � _� ♦ ` FIRST REVIEWING WITH THE CITY FORESTER CUSTOM " . � so � �� / / RESIDENCE � / 'S� � �'� , t�`� � / � � / � � / �� ` � �� ET / � �y �e� � / � / �� i L 19, � � / i � i� ` � ' % % � % � � �// Block 6, � / %� � �/ � �� . � E S EN��'� � Intermountain Sub d. � _ / / � � � � �/ � • ; / /�/ ET2 D E� / / / � �� n a VED) � � /�� 70 � / / � � �,M1,� ' �o i / � 2935 Basingdale Blvd. . - , � � �R /.�:�'/ / o � // / / � / / �� o ��W / . EXIST / , � \ � � / o �2� ARF� p Vail, Colorado CONIFER(TYP.) � � �� • . (6) P1 � /� � / � � �' �� / / � � , / � �\ / / � / � � —�i/� � / / � / ��s � � � CONIF P � / / / �� All ideas,designs,arrangements �lans and specificaGons indicated or represanted by this drewing are owned by / � � � and are the property of LAWRENCE ARCHITECTURE, ' 80 / / / '/ / / \ reproducedticop ednadap dedisclosed,disVibu[ed to others,sold,published or othervnse used in connection i / / � / // with any work or pro ed other than the specified pro�ect / for wh�ch they have�een prepared and developed without / D F�I'�/EIAYAY �/ / iNe�pnorwntten consent of LAWRENCE ARCHITECTURE, � �� The copynght date is the date this document was � � �\ �- / / / created as shown below � � \/ / / / � O Copynght _ � ��\\�� q / BRI , / �_ LAWRENCEARCHITECTURE�INC (1) ET1 90-��i i '' o // —�- a / / / � � _� _ - �/ � �1Q • -- _ � 1.�� a�z � � �V �" SHEET TITLE: � � �2 1 � // � � P,�• LANDSCAPE , � GO -o/ o � PLAN � � c�� o . ; � �P o�l . � �o�� / � � EX . 25'W CONC CURB & GUTTER DATE: 21 JAN 05 ° REVISIONS: 01 FEB 05 06 JUN 05 28 FEB 05 NORTH 15 JUL 05 08 MAR 05 07 APR 05 23 MAY 05 � LAN DS CAP I N G P LAN FILE NO.: W04024L1 PROJECT NO.: 04024 L1 1" = 10'-0" ISSUED FOR PERMIT& I _ FOR CONSTRUCTION�� , �� 'C�� (�� 1L ��,:,�=� ��a�m� �E3UViV ��'�A�L _ �u�a � y �� ESiGN REVIEV'� SHEET N0. ' � �L,��l��1�9C �i��3 ��:��;�� ,� STAFF APPROVAL ��i�41��r��l�'��I��It?i� �^p� pw �;,� _ � ��s; ,/ _ '�;��"r$�'-�6��J d �•.�I�ieeou7b� 1:-t§�a'stia��r / / � _ -(S-o5 ��: _ ^�-oS _..�: �-�: S��O5 ��o�� 8�.�.�_�.-,�_s__=� D1� , .1 �TA�F� � G�`_ �.., �L�i�;�b�R: W� �-�1� �.. �� .�. W�� _------- --� FILE NO.: W04024L1 � LAN DSCAP I N G PLAiV PROJECT NO.: 04024 �`� ;� � 1� , /'\ �,.�.��,., � _ � � �� -�'��' N GENERAL NOTES - FLOOR PLAN: ,��,�� -�� ' , � c.� � � ,� � I ' 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES .nF{ �'� O , 2 ALL EXTERIOR WALLS TO BE 2 x 6 CONSTRUCTION , ,�`� �� Nl, �t` _ EXCEPT AS NOTED ON THE PLANS(AND ON THE STRUCTURAL 8�.� PLANS) . � . ., `� 0 3 SIZES AND DETAILS�L PLANS FOR ALL STRUCTURAL NOTES, ��ED ��C�,`�� Z �—_, 4 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ` ITS ATTIC AREA BY NOT LESS THAT 1/2 INCH GYPSUM BOARD = APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM THE HABITABLE ROOMS U ABOVE BY NOT LESS THAT 5/8"TYPE'x'GYPSUM BOARD �/ ` WHERE THE SEPERATION IS A FLOOR-CEILING ASSEMBLY,THE � � STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO O A9 BE PROTECTED BY NOT�ESS THAN 1/2"GYPSUM BOARD � � 5 THE DOOR BETWEEN THE GARAGE AND THE HOUSE SHALL BE �/ �N Q 1 3/8"(MIN)THICK,SOLID CORE WOOD DOOR WITH A Z � �° J 29'0 CLOSER PROVIDE WEATHERSTRIPPING � Q'°D� om � 6 THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER c � E m� (MAXIMUM 7 3/4"FROM THE TOP OF THE THRESHOLD)TO A � � , 10 0� SURFACE QUALIFYING AS A LANDING(MINIMUM 36"IN LENGTH) W o � �c.�i M o = 7 STAIRS MUST HAVE A MINIMUM TREAD OF 10 INCHES AND A � � '� c�'o o��i c°� � MAXIMUM RISER OF 7 3/4" � � � N J O O 8 THE WALLS ENCLOSING SHOWERS MUST HAVE A WATER �— ♦ � �, RESISTANT BACKING TO A MINIMUM HEIGHT OF 601NCHES ABOVE THE WALKING SURFACE U � 0 � � m � 9 THE FLOORS AND WALLS COMPRISING THE BUILDING THERMAL W � �.., O � -. U ENVELOPE MUST BE PROVIDED WITH VAPOR RETARDERS o U � � U MSTR. ON THE WARM SIDE ALL pEC�CS ANp SIJPPORT FRAMINCs = � � `� � A� "511'E SUIL7" REFER STRUCT �� B D RM. 3 0 � 0 10 CLOTHES DRYERS MUST BE PROVIDED WITH A MOISTURE O B D RM. Z ` DWCsS �OR ALL�RAMIN(s �� EXHAUST SYSTEM THAT VENTS TO THE EXTERIOR IT MUST U .� y„�,� p � � BA.3 � TERMINATE WITH A BACK-DRAFT DAMPER THE SIZE OF THE � � cd � � U e -CARPET = � DUCT IS TO BE DETERMINED BY THE DRYER MANUFACTURER r--i N - CARPET _ TIL E ��w (THE MINIMUM DUCT DIAMETER SHALL BE 4 INCHES) Q � — — — — — — — — — — — — }� Z • 36"H CsUARpRAIL ��i 11 SHOWERS AND TUB/SHOWER COMBINATIONS MUST BE EQUIPPED � •� � J I �� WITH CONTROL VALVES OF THE PRESSURE BALANCE, W •.y � O THERMOSTATIC MIXING OR COMBINATION PRESSURE ' ` o '�Q ,= BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT �J '� � �� r 1 I I � STOPS SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM � m � �o � I � OF 130 DEGREES W � � N oo� � w�o I - - 12 THE WASTE LINE FROM A DOMESTIC DISHWASHER MUST /y U . �o� A DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK �L N p N � — — � INTO S STANDPIPE,A WASTER RECEPTOR,A WYE-BRANCH � N v o I r FITTING ON THE TAILPIECE OF THE KITCHEN SINK DRAIN M a� I I I -WOOD OR THE DISHWASHER CONNECTION OF A FOOD WASTE GRINDER a � *� `-° m � �DH A L L _ _ _ _ � 13 ALL GLASS 18"A F F OR LESS AND IN OTHER HAZARDOUS —� a�O R M. 4 - C A R P E T _ � LOCATIONS IS TO BE TEMPERED Q -CARPET � `^ -�►� 14 PROVIDE BLOCKING AT ALL CLOSET RODS AND SHELF �^ � a� AND BRACKET LOCATIONS,HANDRAILS,SHOWER � �� ENCLOSURES AND DOORS AND TUB ENCLOSURES a 0 �I I BA. 2 • ° �� PROJECT: I - C TILE �� RES ENCE � I � �� • . � � 0 O L 19, _ Block 6, . : — _— � — � — — — — � — — Intermountain Sub'd. - I I I I I � I I� � �s�-m° 2935 Basingdale Blvd. �I I� I ( ( I I I I Vail, Colorado I I � J L _ _ I I � AL�DEGKS AND SUPPORT FRAh11NCs � I I xO7 A� "$ITE BUI�7". R�FER$7R11GT I LINE OF$TAIRWAT FLOOR ABOVE. All ideas,designs,arrangements,plans and speGficahons S7AIi�lUAY AND ENtRI'ARE indicated or represented by this drewing are owned by p ALL FRAMINCs I I I I � °SITE HUILT° RE�R 9TRl1CT and are the property of LAWRENCE ARCHITECTURE, INC This document in whole or part shall not be ( DW(sS FOR ALL FRAMINCs. reproduced,copied,adapted,disclosed,distnbuted to others,sold,published or otherwise used in connection I29�"0�� I for wh�ch they have�ecen p erp ared t nd dev loped w�Ahout I the pnor wntten consent of LAWRENCE ARCHITECTURE, I I I I INC I The copynght date is the date this document was I — - - created as shown below � �C Copynght x T LAWRENCE ARCHITECTURE,INC - I LINE OF CsAR,4rsE FLOOR A60vE. — CsARAGE 15 'SI7P 6UILt' I Rk�ER STR�Ct I I � DWCsS.FOR ALL�RAMINCs I � _ II I II i ( � � I i SHEET TITLE: � LOWER - - -_—� .� _ - - - - - - � - - - - - - - LEVEL ' ' FLOOR ( � PLAN 1 A9 DATE: 21 JAN 05 NORTH REVISIONS: 01 FEB 05 06 JUN 05 28 FEB 05 FLOOR AREA- LOWER LEVEL. 15 JUL 05 08 MAR 05 HOUSE 696 S.F f 07 APR 05 � LOWER LEVEL FLOOR PLAN 23MAY05 A1 1/4" = 1'-0" �� FILE NO.: W04024A1 PROJECT NO.: 04024 ISSUED FOR PERMIT& � � FOR CONSTRUCTIOM� �� SHEET N0. "�3�fVfV fJF �AlL` l"�m��$��%`�� ;�'-�� i C3�� ° V�IL� � � ��'�''� f'�'� _�;'"�a��a � �ESiGN REVIEII� ��'�� 5� STAFF APPROVAL ��'��`� ��y��`��}� `��"'~\�� i��/l��i��i�i�!`i'��. �Q��i►�il��l�t� �� -a� . -ns==�==_ � - ca��: � -,�5" �;,��.�6'�S - =� -q , �� r�: — -- W �. � - _ _ ____� W L - � �-�-A�F: �-;._.� _..v".��_ -W___ -_--__� _,_-_ ��a: � f , , ; \�`� _ i`��k�� ,,,�� ._ N GENERAL NOTES — FLOOR PLAN: �j �� , � ,-�� o 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES R � �; d- - ; � t� 2 ALL EXTERIOR WALLS TO BE 2 x 6 CONSTRUCTION � � (;� � � O EXCEPT AS NOTED ON THE PLANS(AND ON THE STRUCTURAL „ PLANS) , FJ ,:, � 3 REFER STRUCTURAL PLANS FOR ALL STRUCTURAL NOTES, � \ ' r 0 y��!V SIZES AND DETAILS y�SE'� A�C�;�% � 4 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND �U L � p 2�05 � �`� ITS ATTIC AREA BY NOT LESS THAT 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE _ ROOMS SHALL BE SEPARATED FROM THE HABITABLE ROOMS v � ABOVE BY NOT LESS THAT 5/8"TYPE'x'GYPSUM BOARD A9 WHERE THE SEPERATION IS A FLOOR-CEILING ASSEMBLY,THE � , STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO � 32-8 BE PROTECTED BY NOT LESS THAN 1/2"GYPSUM BOARD O 5 THE DOOR BETWEEN THE GARAGE AND THE HOUSE SHALL BE r '� � 3'-8" 29�_0" 1 3/8"(MIN)THICK,SOLID CORE WOOD DOOR WITH A v �N Q CLOSER PROVIDE WEATHERSTRIPPING Z � J >°m� � 6 THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER � a o� � (MAXIMUM 7 3/4"FROM THE TOP OF THE THRESHOLD)TO A o : � c��a v SURFACE QUALIFYING AS A LANDING(MINIMUM 36"IN LENGTH) � , �ti � �o yUo 7 STAIRS MUST HAVE A MINIMUM TREAD OF 10 INCHES AND A W o U � o"� MAXIMUM RISER OF 7 3/4" � � •y� ��, �3 � � U c°�o - - D I N I N G � �� 8 THE WALLS ENCLOSING SHOWERS MUST HAVE A WATER � � `�J O O r RESISTANT BACKING TO A MINIMUM HEIGHT OF 60 INCHES � � � \ � � � AB OVE TH E W ALKIN G SURFA CE ♦ O /n a R O O M � � 9 THE FLOORS AND WALLS COMPRISING THE BUILDING THERMAL W � � v, � -CARPET �� ENVELOPE MUST BE PROVIDED WITH VAPOR RETARDERS �-�, � � � 13�"�� _ � � _ � L I V I N G o� ON THE WARM SIDE � o � � U U 0 I� I �I I� Y II ROOM H� 10 CLOTHES DRYERS MUST BE PROVIDED WITH A MOISTURE _ � •� O � I I Iz I 0� EXHAUST SYSTEM THAT VENTS TO THE EXTERIOR IT MUST . � M N 36"H CsUARDRAIL II I��II IIa�I II -CARPET �v� TERMINATE WITH A BACK-DRAFT DAMPER THE SIZE OF THE U � y,V� � � � II ��I I I I��\ I I �� (THE MI IMUM DUC TDIAMETER SHALDLRBE 4 NCHES)CTURER �/ � � � U �C = � �L — � Q � �� 11 SHOWERS AND TUB/SHOWER COMBINATIONS MUST BE EQUIPPED ♦ � � Z ►- WITH CONTROL VALVES OF THE PRESSURE BALANCE, J � THERMOSTATIC MIXING OR COMBINATION PRESSURE W � � � �. BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT HOT U STOPS SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM U � �m U � OF 130 DEGREES Z .m � N m , W � � � (� N - -= - - _ -- - — — 1 2 T H E W A S T E L I N E F R O M A D O M E S T I C D I S H W A S H E R M U S T E m m� � DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK : INTO S STANDPIPE,A WASTER RECEPTOR,A WYE-BRANCH � U N-°o N ,� FITfING ON THE TAILPIECE OF THE KITCHEN SINK DRAIN � N v o � O R T H E D I S H W A S H E R C O N N E C T I O N O F A F O O D W A S T E G R I N D E R . �� o � K I TC H E N �� 13 ALL GLASS 18"A F F OR LESS AND IN OTHER HAZARDOUS Q � o� '� -C T I L E STU DY 0 p LOCATIONS IS TO BE TEMPERED -� d-�O � � �� O a D ECK L ° - CARPET �� 14 PROVIDE BLOCKING AT ALL CLOSET RODS AND SHELF AND BRACKET LOCATIONS,HANDRAILS,SHOWER � -WOOD � 0 V� ENCLOSURES AND DOORS AND TUB ENCLOSURES I p p I ��j �' L — °C PROJECT: � �� CUSTOM � � o o HALL � � RESIDENCE � � p � --J -CARPET � � - — — — — - L 19, � Block 6, a _ _ _ _ _ _ _ � Intermountain Sub'd. °_ a li , 2935 Basingdale Bivd. I I DEGCNOTE D. vail, Colorado ALL DECKS ANp SIIPPORt PRAMINCs -V TI N� A� "SI?E BUILT" Rk�ER STRIJGT DIWS.FOR ALL FRAMINCs —` LIN�OF STAIRWAY FLOOR ABOV� � M STR. � I S7AIRWAY AND ETITRY A� • "SIT�BIIILT" REFER STRIJCt °° � B D R M. � ;� � DUXsS FOR ALL FRAMINCs I cD All ideas,designs,arrangements,plans and specifications � � � � indicated or represented by this drewing are owned by and are the property of LAWRENCE ARCHITECTURE, M D E C K -CARPET O ��I I INC This document in whole or part shall not be O �Q ( reproduced,copied,adapted,dlsclosed,distnbuted to others,sold,published or otherwise used in connection with an y work or pro act other than the s pecified pro�ect 0 for which they have�een prepared and developed without ih -WOOD I INCpnor wniten consent of LAWRENCE ARCHITECTURE, — The copyright date fs the date this document was A. � S created as shown below I Oc Copynght -V TILE I LAWRENCE ARCHiTECTURE,INC ( I I I� - I � I . . S7Rl1C? S7L .(DROPPED) SHEET TITLE: — — — — — — — — — — — — I 6'-6�� L EVE L II'-4" ll'-4" I F'REF RICATEp MOpU1.E PR�FABRICATEp MOpULE F L O O R lRE TIMBER CREEK NOMPS DR4WINCsS) IRE. TIMBER GREEK HOrIES pR,4WINCsS) � z��-8�� m�-��, PLAN 32'-8" 1 A9 NORTH DATE: 21 JAN 05 REVISIONS: 01 FEB 05 � MAI N LEVEL FLOOR PLAN 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 A2 1/4" = 1'-0" 23 M Y 05 FILE NO.: W04024A2 PROJECT NO.: 04024 " f FLOOR AREA- MAIN LEVEL. ISSUED FOR PERMIT 8 - FOR CONSTRUCTION�� „� HOUSE 1,141 S F � �� SHEET N0. � �:.��:��, r-, �r-,, r�., �'�"�"�J�3 ��= �JAfL �"{"��(�� y�j�+ ,, n '2'"--r-� �1 ^"� �.v r ! !.J Y Y Y V �� W f'�I_� �z+m`�S �u�,.5..� Bt:� � & s`d C.',_� ' ;'ie;��k;��' �� e��a��A �I��1�lC� A��C� �ES1GN REVIE�/ �� ' � R ��. �� .� �a�� . � � � A2 - �.��f� � s��a��-�, ��r�..��=��-a�� '�l��l�'��'��t��i��l��l�a� STAFF APPROVAL - FmR_ (�-�s-o5' - -o s .` �-a�-os re��..4,3,.�.�` ..�,:��.3 �,�-.��_-_-�_—__ _� ��: �9 t��: , �-U` � _��__ ��!`�C'_� ___ _�__ P �L��I�l��B: W� . ��:a�F: ('`� - — , y/' n ��,�-a.,.. d. GENERAL NOTES - FLOOR PLAN: ;��F ��.,,.��,� N �Q ��°�°� p ; 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES � �f� `'��s� � � � �� `; . 2 ALL EXTERIOR WALLS TO BE 2 x 6 CONSTRUCTION EXCEPT AS NOTED ON THE PLANS(AND ON THE STRUCTURAL ' � �E � �' PLANS) , 57 _ , .�.' ��.. ,�" • ' ' 3 REFER STRUCTURAL PLANS FOR ALL STRUCTURAL NOTES, � � .�j O , SIZES AND DETAILS .�--� d� • �' �f�� 4 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND �� ITS ATTIC AREA BY NOT LESS THAT 1/2 INCH GYPSUM BOARD '�U _ APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE _ ROOMS SHALL BE SEPARATED FROM THE HABITABLE ROOMS ABOVE BY NOT LESS THAT 5/8"TYPE'x'GYPSUM BOARD U WHERE THE SEPERATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO � 1 BE PROTECTED BY NOT LESS THAN 1/2"GYPSUM BOARD O Q A9 5 THE DOOR BETWEEN THE GARAGE AND THE HOUSE SHALL BE � � 1 3/8"(MIN)THICK,SOLID CORE WOOD DOOR WITH A U 32'-B" CLOSER PROVIDE WEATHERSTRIPPING � � �N Q � J 6 THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER � Q'°D°�' 3'-B" 29�_p�� (MAXIMUM 7 3/4"FROM THE TOP OF THE THRESHOLD)TO A � • �� SURFACE QUALIFYING AS A LANDING(MINIMUM 36"IN LENGTH) o • m o� � � . mo co 7 STAIRS MUST HAVE A MINIMUM TREAD OF 10 INCHES AND A W � � a�`�i U c°o MAXIMUM RISER OF 7 3!4" � V � o � � '� �� 8 THE WALLS ENCLOSING SHOWERS MUST HAVE A WATER � � � N-�� O RESISTANT BACKING TO A MINIMUM HEIGHT OF 60 INCHES �-I ABOVE THE WALKING SURFACE � ♦ � O 'n � C� ❑ ❑ 9 THE FLOORS AND WALLS COMPRISING THE BUILDING THERMAL V� ENVELOPE MUST BE PROVIDED WITH VAPOR RETARDERS W � r, O � ON THE WARM StDE �— [� r , o U .� — C � � � V � 10 CLOTHES DRYERS MUST BE PROVIDED WITH A MOISTURE _ EXHAUST SYSTEM THAT VENTS TO THE EXTERIOR IT MUST v ,� � � � — � I— _ � w� TERMINATE WITH A BACK-DRAFT DAMPER THE SIZE OF THE U ��+ U �`? ,� Y I�Y�I O P E N TO I� �� [1� DUCT IS TO BE DETERMINED BY THE DRYER MANUFACTURER � � � 0 U I Y I O (THE MINIMUM DUCT DIAMETER SHALL BE 4 INCHES) � oo � � A � — II I II L I V I N G RM. II I II � a�� 11 SHOWERS AND TUB/SHOWER COMBINATIONS MUST BE EQUIPPED Q .�.i O Z WITH CONTROL VALVES OF THE PRESSURE BALANCE, � O �I � I� c II � II "' v� THERMOSTATIC MIXING OR COMBINATION PRESSURE W '� J � _ � B C LOW � — � �� BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT o •� y O STOPS SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM �� OF 130 DEGREES U �� s,� U +- L � � c�°°°� V J � 12 THE WASTE LINE FROM A DOMESTIC DISHWASHER MUST W w o� ... DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK � • m m� INTO S STANDPIPE,A WASTER RECEPTOR,A WYE-BRANCH � �j • �o cN., FITTING ON THE TAILPIECE OF THE KITCHEN SINK DRAIN � N U o OR THE DISHWASHER CONNECTION OF A FOOD WASTE GRINDER M c°' LO FT 13 ALL GLASS 18"A F F OR LESS AND IN OTHER HAZARDOUS Q ♦ m� � -C TILE LOCATIONS IS TO BE TEMPERED J ��O , � �I � — � � �� C o� LDY. 14 PROVIDE BLOCKING ATALL CLOSET RODS AND SHELF � AND BRACKET LOCATIONS,HANDRAILS,SHOWER II�� II I I I I i� ��i - C TILE ENCLOSURES AND DOORS AND TUB ENCLOSURES - II��I II II I �II - 0 �� a PROJECT: = DE1� — � _ _ � _ � � CUSTOM RESIDENCE - CARPET ��D � i STAIR i � �,� i MECH. � -CARPET � OO O B°iLe -C TILE � L 19, � � � Block 6, " Intermountain Sub'd. �. �, =, � � � 2935 Basingdale Bivd. - ( PROVIDE 1�2°tYPE 'x�CsYP SD � I (PULL HGta At GARArsE/HOUSE GOMMON WAL.L �G' 2��.8�� , �� 6�_m„ Vail, Colorado � � c� - - PROVIDE FULL B r ��►� STAI R C C � GARAG E g ALl WAll.s - CARPET a � � � ; a Ail ideas,designs,arrangements,plans and specificaUOns � -CQN(� N �ndicated or represented by this drewing are owned by ' � and are the Property of LAWRENCE ARCHITECTURE, 6,_8„ INC This document in whole or part shall not be � � �� reproduced copied,adapted,disclosed,distributed to , , W others,sold,published or olherwise used in connection p� �p 4�"�° Z�'� �/�n 0 Q wrth any work or prolect other than the specified pro�ect — — for which they have 6een prepared and developed wilhout � the pnorwntten consent of LAWRENCE ARCHITECTURE, � �� J INC � � The copynght date is the date this document was $TR�LT W(T$EA�V r a� � created as shown below — — — — �— _ _ cp Oc Copynght LAWRENCE ARCHITECTURE,INC i I 26�0 GA `n � CONC.TOPPINCx SLA6 l9LOPE TO DRAINS) I p�n � OYER STRIJCT M7L DECKI1�lCs OVER � °� I STRIJGT StL�RAMINCs(RE StRUCT DIWS) STAI R � 0 - _ S � W� B� - C TILE � �? ; SHEET TITLE: ' 2'-0 1/1" '_b I/2" 2'-6 I 2'- 1/2" '-6 I/2' � `fl � � � U PPERL ' ��.m°x,�.o��ove�ao secriowu.�n„R.�pooR wb Fx � ub �x a - c � � r � �. �g 8ro �� g�p �� - L E V E L '� METER � '-6 I/� Il'-4" 2'-101R" 3��D��. F LOO R , 5 �� PI�BoLLA� 21'-9" 5 ° 10'-2 I/2" 5 " � z4�-3�� 9�-►�� PLAN 33'-4" 'BRIDG ' - CONC. OV R STL 1 A9 DATE: 21 JAN 05 NORTH FLOOR AREA- UPPER LEVEL REVISIONS: 01 FEB 05 HOUSE 348 S F 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 07 APR 05 STAIR/ENTRY 128 S F 23 MAY 05 � P ER LEVEL FLQOR PLAN A 1/4" = 1'-0" GARAGE 45 S F � . 3 FILE NO.. W04042A3 PROJECT NO.: 04024 TOTAL HOUSE 476 S F ISSUED FOR PERMIT& o FOR CONSTRUCTION�! ��!/�� 't i�-i� �� ' �t�fL SHEET N0. � �� - ��s�� ' �' r � • - ��SIGN REVIEV� ��lC3 -a��e��ry�:� ��,��m�� .�_� ��,��°�� m � A �� A3 ° STAFF APPROVAL � '�� `��`� �"� �r`�':�� f ��e�� ,�:v`°�'i �..'�,�m_v t� � - �1-a$-os �g��:..�,�-��s �. . , - ��: . u� �- �s-vs W G ��::� �-��F: c�� .�s�. _ �_�_�_. . __.� ��.:�:_�..._�-_ -�. _ _ _ -- _� � 1` �� Y� � Yy � aL.�„i.�,gya�wke,��i,.at � � ; -�� s�:� N �, _ I .p��Y'� 0� � y S �� O ,�, ��'''I� 1� V , �� 3a �` i y : � o ' ' � �� N�;E `�3 � i _ -1 75 � • . �� ';�/ O � ti; � Z r8'SFD ��,�,h;� , � � ZQ�S = U � aP Q • O � N 2 x 8 RS WD TRIM - 9TAINED V ♦ Q l�NEAD ONLY) 4m YR(MM.1 ARCNITEGTURAL Z _I �N " >�� }! 12 �2 �3'�� .r7�"��3�.��3 � p �On0 �� C E c0� I x 6 RS WD 7RIM ONER w � ' `—° o� TA_PLT -CsARACsE _ (�� 6 2 x 12 RS.Wp FASCIA s7AINED) W � Q� N V M , EL 119'-I" . �, � � � o � �j� CO U) U � 0 w 2 x 4 RS Wp TRIM(STAIN�D) � � � N J O ` � rTYP.e coi�lERs ', `n t— ♦ �,,� �° ' UJOOD IGEAARJ LAP 51DIt�s U � O � � !v3 _ 4-0 � � � � � � � � � � � O � { � �� lw/8"i�EVEAL)- 97AINED W � � U � U � � � � ,� a o � � ,� � 2 x 4 RS IW 7RIM - STAINEp = � � � � DEC.WU CsAR,4rE DOOR(STAINEpJ l+JAM6S) U '� � o ^a Y w/CsI.ASS 1.ITE8 ,� � � � ° U �; � — � Q � � '� tA PLT -CsARAC:E � Q O � } EL 119'-1" � ' p � � O ir U •v y�,� �M � = U 3 DEG.U� EN7RY DOOR a SIDELI7E9 Z � � N°m � rsratr�p� W E � m�� . I� `p N V N O N 3 �o M�� Q ♦ �# f0 � � m � U , � �JO � , � PROJECT: � FRONT SOUTH EAST ELEVATION CUSTOM RESIDENCE A4 1/4" = 1'-0" L 19, Block 6, ' � Intermountain Sub'd. 2935 Basingdale Blvd. ' � F GENERAL NOTES - ELEVATIONS: 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES VaII, COIOI'8Cj0 2 PROVIDE DAMPPROOFING AT ALL CONCRETE AND MASONRY WALLS BELOW GRADE(PER BLDG CODE) � 3 PROVIDE CROSS VENTILATION OF ATTIC SPACES WITH ' OPENINGS PROTECTED AGAINST THE ENTRANCE OF ` WEATHER AND RODENTS THE NET FREE VENTILATING AREA All ideas,designs,arrangements,plans and specifications > mdicated or represented by this drewing are owned hy SHALL NOT BE LESS THAT 1N50 OF THE AREA OF THE and are the property of LAWRENCE ARCHITECTURE, SPACE VENTILATED INC This document m whole or part shall not be reproduced,copied,adapted,disclosed,distnbuted to others,sold,published or othervmse used in connechon i 4 THE VERTICAL HEIGHT MEASURED FROM THE TOP OF THE foir wh�ch they have�een prerp�ared end developed wiihout l the nor wntten consent of LAWRENCE ARCHITECTURE, t THRESHOLD OF THE DOOR TO THE EXTERIOR LANDING INCP SHALL NOT EXCEDD 7 1/2" 's The copynght date is the date this document was j created as shown below 5 PROVIDE CONTINUOUS 26 GA FLASHING BETWEEN EXTERIOR ' CONCRETE SLABS AND WOOD FRAMING Q Copynght � LAWRENCE ARCHITECTURE,INC . E r' SHEET TITLE: 1 BUILDING � ELEVATIDN DATE: 21 JAN 05 REVISIONS: 01 FEB 05 � 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 , 07 APR 05 23 MAY 05 FILE NO.: W04024A4 PROJECT NO.: 04024 ISSUED FOR PERMIT 8� t�� 1�i� FOR CONSTRUCTION�� .�—�''�-,�-.�``�� f��"'�.,�-`'� �� -, i��i� ��" �,$��L �� .�,1 .,�:�x. �� y �s:�, y �� "�� 3ES1GN REVIE� ��'��i�� SHEET N0. L .,.s cs � r...,3k� f 5�ro � 5 .��-�wF, _ �,.r 9'_ ` .�� £�,�,�,�V�-��_� STAFF APPRUVAL �f��i'�6't��i� ��`�m�ii}�a�L��i� a � � p .- „ . r � ��at s r�u� ��,.� -� �_ , A4 , ; . s�� , - ��o s , �-ag-n s � . �. �-y-o s _ . ; � .. .e� �� 19 . � _ _�� : .�...A-.-._ ��. , � ��, . 4. �� .:__ c�� --- a ��-A��: c��__________---... ��R��: wG � , s , ,�' t�, Qf -C 01��,�` �' �� '~� .,�, N . ;,% `' � �� O 2 x 6 INOM)STRIJCT StL TOP -;� `'� <�g � _ R4ILINCs - WELD t0 POSTS � � �� O . 4��,�, . �`/� , 4 x 4 STRIJCT.STL.f'05TS O (WELD 70 EDCsP BPAM) �� E� ��i4, i� STR1JCt pWCsS -- , Z ..-.�.. � 1 I/Z"x I I/1"STEEL 'PIC10EtS' �� "� `"��A-� e 4 1/1" OL. _ 4 0 Y R(M I N.)A R C H f T E C T U R,4 L r 1 CsRADE SNINCsLE ROOFI1dCs \ `! I x 6 RS.UlD TRIM OVER p _ 4 x 4 STRIJCT.STL RAIL ICONTJ � Z x 12 RS.U1D FASCIA stAINED) a � � � STRIJCt DWrsS Q � N � � 3 7A PEAK-GAf2ACsE � \ ♦ 7 N EL.119'-1" — 12 � J � � OP�N ST��L! $7RUC7 )C=RATINCs ��' 6 \ � OvER$7RIJGt StL.�RAMII�ICs c : E°m v v (� STRUCt DWrsSJ � o � `o^ � +- • �O M � \ W � 4� ayi V c°h � V � `o � •� �� i � T.O PLT_-CsARACsE � � � � ��`'C O EL 119'-1° N J O � �,ari�,actU�D at.uM�urt I— Q-+ I— (' HEAD ONL�IM - S7AINEA � \ �ICsNT w/INTECsR4L Qlf� U ♦ �c � � � "' W � � � 1 x 4 RS Wp TRIM - STAIN�p �o �— o � � � STEEL BRIDCsE DECKINCs AND�RAMINCs (e JAMBS) — :,_ � �, � U w/&7E�L R41LINlfs(PAIN � NOTE: ALL EXPOSEp S7EEL MEMBERS c � 2 x 6 RS.Wp 7RIM -S7AINED � ?O�E PAINTED COLOR t0 BE I °� � � � � � o � � � \ DE7ERMINED. U 'rn U �'''? ca � STRUG7.STL.BRIpCsE � oo � U 2 x 4 WD TRIM(STAMED) PCXsE 6EAM l� S7RIJGT DWCsSJ Q � � ♦ •� O � - - - - \ CLAD WOOD WINDOWS W m �' - - - - ��,�� V o � �� O _ __ _ _ _ _ _ _ _ _ _ _ _ _ - � � Z � ��, \ � (� N� � \ W � . � � m�� o , � z x 1z�.,� � ,�4� � rR� - StAINEp 2 S E CT I O N - G U A R D RA I L � " • N U N ' � O �C� TRIM l57 _ ,\� \ \ A 5 �� = 1�'On Q ♦ �#d v � J m > - � a�o \ O _ �` � - - - - - - - - - - - - - - - - - - - - \ str�acr st� I � I \ � PROJECT: x-ar�acir�r� I �a � � CUSTOM st�ucr ou�sa � � - L J _ � � RESIDENCE �� ' \ TA FLR-MSTR 6pp'1 ~ _ \ — — — — — — — — — — — — — — — — — — — — — — ° 2 x 4 RS WD.TRIM IStAM D) � L 19, �TM�-9�� Block 6, UJOOD(CEDA�LAP 51D Intermountain Sub'd. � (w/8"i�VEAL)- STAINE Y � 2/A77 I �pE I � i . EL.94�-m�� i/- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TAP�R• �.R.io.R. ; 2935 Basingdale Blvd. I I EL.91b8' �n � I I � Vail, Colorado � � P�fIN15NPD ALUI"I.R41 MC� �� L � a � � � srRUCr.st�. . pIACsONA�-BR4CI1�Ks SYA�TNETIC$TONE iA AII ideas,designs,arrangements,plans and specficat�ons mdicated or represented by this drawing are owned by �� S�CT pl�i$a COLUMN CAP and are the property of LAWRENCE ARCHITECTURE, INC This document in whole or part shall not be reproduced,copled,adapted,disclosed,distnbuted to y I others,sold,published or othervvise used in connect�on , with any worlc or pro ect other than the specified pro�ect $ T�G$T�� for which they have�een prepared and developed without �L �� the pnor wntten consent of LAWRENCE ARCHITECTURE, � TA.FLR�BDRMS � EL 82�6' The copy�ight date is the date this document was \ - created as shown below BOULDER�TAINING — — �coav�ent " GENERAL NOTES - ELEVATIONS: W�-� LAWRENCEARCHITECTURE.�N� 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES I 2x12R5WD - �� ai�-�p� i i 1RIM IStAINED) 2 PROVIDE DAMPPROOFING AT ALL CONCRETE AND MASONRY WALLS BELOW GRADE(PER BLDG CODE) I I 3 PROVIDE CROSS VENTILATION OF ATTIC SPACES WITH I I 2 X�r Wp.��,d,�, SHEET TITLES OPENINGS PROTECTED AGAINST THE ENTRANCE OF I I I AT STRl1Gt COLUhM - TYP HALL NOT BE ESS THAT 1/H 0 O T EEA EA OF THIEG AREA I I 71�A?Ep Wp.pECK 3 /A17 B U I L D I N G SPACE VENTILATED I I I �RAMINCx t Sl1PP0(d?S (STAINEp) S E CT I O N 4 THE VERTICAL HEIGHT MEASURED FROM THE TOP OF THE S7N7NEtIC StON� THRESHOLD OF THE DOOR TO THE EXTERIOR LANDING SHALL NOT EXCEDD 7 1/2" GOLUMN ENCLOSURE 5 PROVIDE CONTINUOUS 26 GA FLASHING BETWEEN EXTERIOR S1'FdJCT.StL. I CONCRETE SLABS AND WOOD FRAMING p��_��C�� I I ( ( �:St�uct.Dw�s� � I I � I I � I � I � I � il � �� EL.66�_0�� *�_ DATE: 21 JAN 05 REVISIONS: 01 FEB 05 28 FEB 05 � 15 JUL 05 08 MAR 05 13 SEP 05 07 APR 05 23 MAY 05 - � R I G H T S I D E N O RT H EAST E L EVAT I O N FILE NO.: W04024A5 PROJECT NO.: 04024 . A5 1/4" = 1'-0" � ISSUED FOR PERMIT& IFOR CONSTRUCTION!! SHEET N0. F s j � • � � A5 � _ , . _� � n .�}'�� °'��' � � ,��, of co�� N '�, °�' O . r, 5 ��, � t,� ,� � GENERAL NOTES - ELEVATIONS: , � �� F� i O - 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES �� 2 PROVIDE DAMPPROOFING AT ALL CONCRETE AND MASONRY ,�� r,� � WALLS BELOW GRADE(PER BLDG CODE) � � � � O 3 PROVIDE CROSS VENTILATION OF ATTIC SPACES WITH `�ED �a��,s,�� Z OPENINGS PROTECTED AGAINST THE ENTRANCE OF �.� HALLHNOT BE SS THAT%1 0 O T EEAREA OF THIEG AREA ��..� � �� _ SPACE VENTILATED U 4 THE VERTICAL HEIGHT MEASURED FROM THE TOP OF THE � THRESHOLD OF THE DOOR TO THE EXTERIOR LANDING SHALL NOT EXCEDD 71/2" Q � O � 5 PROVIDE CONTINUOUS 26 GA FLASHING BETWEEN EXTERIOR � CONCRETE SLABS AND WOOD FRAMING � . �c°u > � J o°o� p�aro \� _ � E �� w � � � O� O M � 401R(MINJ ARGNITECTIJRAL W > °�' �o M a . CsRADE SNINCs�E ROOFMCs � � '� co d � � N £ I x 6 RS UID.tRIM O1/ER � V N�O y 2 x 12 R5 WA FASCIA sTAINEDJ � � O U • � � � (� W � o � _ I� + U o V Q) � U _ :� � � � U M Y _ � s�..� o � � � ° � U PREMANl�AG7URED ALUMINUM Q � SKYLICsNt w/IN7�CsRAL Gll� � � lTl'P� ♦ •y,'�� O .J W � � , 401R lMIPU ARCHITEGTURAL � 1 0 � �' CsRADE SNIN�sLE fd00FMrs 2 '� � r°r°, U � N a�p I n � °D 1/� W � E . m�� V • N O N CLAD WOOD WINDOWS U o �p M"O� �i i I �r.�� ♦ �# t0 � 4 x 4 RS WA TRIM - StAINED J ��O I x 6 RS WD.TRIM OVER Q 2 x 17 RS UlD FA9GIA aTAIN�D) PROJECT: ~ CUSTOM � RESIDENCE �' 1 x 4 RS UJA.TRIM(STAINED) � (71'P•a GOi�IERS � P�INISHED ALUM R4ILINCs L 19, l WOOD(CEDAW LAP SIDINCs T�ATED WD POSTS Block 6, �W�8°�Y�AL)- STAINEp �S�AI�p� Intermountain Sub'd. - SYNTHETIC WD DECKINCs (a TA PLR�L.R/D.R �� 2935 Basingdale Blvd. � �n EL 9138' —� — = Vail, Colorado PREfIN15HED ALUM RAILMrs � SYNtHEtIG StONE � a � All ideas,designs,arrangements,plans and specficat�ons COLUMN CAP � � r mdicated or represented by this drewmg are owned by � INC e Th document n who e oN part halH ot be URE, reproduced,copled,adapted,disclosed,distributed to SYNtNETIC STONE - ocners,sold,published or othervuise used in connectlon ��C�� with any work ar prolect other than the specified pro�ect the pnor wntten cons nt of LAWRENCE ARCHITECTURE, INC The copyrlght date is the date this document was tA �LR�BDRMS. created as shown below �� Ba�' 2 X 12 RS WA , TRIM(StAIWED) �c Copyngnt LAWRENCE ARCHITECTURE,INC S7NTN�TIC WD.DEGCINCs ° T�AT�D WD DECK 2 /A71 FRAh111yCs t SUPPORtS � (STAINED) SHEET TITLE: x R3.WD 'WRAP' t.B� - . 3 /p�� BUILDING ELEVATI�N + - s�T�ric sroNe co�urM�rtc�osu� I I I II I I S�uGT.STL. I I I I I I x-$�� I I I I I �� S�,cT.Du,�S� I I I ( II II II II II II II II II II II II DATE: 21 JAN 05 REVISIONS: 01 FEB 05 28 FEB 05 15 JUL 05 08 MAR 05 13 SEP 05 07 APR 05 23 MAY 05 _ FILE NO.: W04024A6 PROJECT NO.: 04024 ° ISSUED FOR PERMIT& � REAR NORTHWEST ELEVATION FORCONSTRUCTION�� A6 1/4"= 1'-0" SHEET N0. � . A6 _� _ , _ _ _ �_ _ _ _ __. � _ � _ _ _ _ . ` _ _ � _ _ ^_ _ _ � � _ _ - - _ ,- ____ .� � .��^ �, 1 _� � _ _.� �,.� . m.� � , Jx �� `'�`� � �� `�� N z Q a f�� '�`�°�'°'�� O � '� , f� -�';� d' - t.�1 CE �� O � ,� , � � ,�� ,c' �� • ,�- '� 0 �`�FD A i3C�'`�`' Z � ��Fa �. � ��fl� _ � U � � 40 YR(MIAI.)ARGNI7EC7URAL � / � GRApE SNMCsLE ROOFINCs Q a , o � � i x b RS Wp 7RIM 01I�R r ' � N 2 x 12 R5 WD �ASCIA sTAINEpJ / \J ♦ c�o � Z >°� J / 12 — � , a�� 0 / . � �� o � o� � � r° W � � m V r°� f'RE�INISNED COMPOSI7E LAP / o t� � o SlpllyCs lw/8"�VEALJ- PAINTED � � '� �� 2 x 4 RS Wp.TRIM(S7AIN�D) �L � S-I N J O O (j� B Cp�� TA PLt -GARACsE f ♦ � I— EL �,9�_,u ' ` ,n V � O � V/ / / � . r, o � � � � � V PREMANl�AG7U�D ALUMINUM � STEEL BRID�sE DECKIAIC:AND FRAMINCs � � � o � SKYLICsNT w/INT�GRAI.Cl1RB w/57EEL R4ILINCs(PAMTEp) 11'1'P� � U � � o .� Y � � ,_.,,, � U / Q � � — N - � Z 2 x 4 WD TRIM lSTAINEp) � ♦ •� O J �J.� � GLAD WOOD WINDOUIS / U •v � in oo O lTYPICAI.) 7 L .� �� U _ .� _ .�. � .» L � � N O�D pp r n _ _ _ — _ — � _ _ — _ — _ _ ' — - • V/ 2 x 4 RS WD 7RIM - StAINE � W � • m�� V • N O N � 3 �a �� Q • � � � m � U � � a-°�O � � O BOIJLDER�tAININCs / WALL / / / � PROJECT: � I I srnucr sT�. CUSTOM / �� I s�T p�� RESIDENCE / II i L � ` / r L 19, a — — — Block 6, � • _ Intermountain Sub'd. « � 7�ATED UID.D�CK �f �RAMINrs t SUPPOR79 f f � � ISTAINED) 2935 Basingdale Blvd. � � I = tA PLR�LR/D�2 � � i EL 9158' I I EL.94'-m" */- _ � � Vail, Colorado � — I I � � I I � � � 8TRl1GT STL. - D IACsONAL-SRACINCs C �� g�T p�� All ideas,designs,arrangements,plans and specficat�ons co PREfINISNEp AI.IJM.R41LIt�s mdicated or represented by this drawing are owned by INC e Th edocument n wha e oN p rt shalHnot be URE, reproduced,copied,adapted,disclosed,dlstnbuted to others,sold,published or otherwise used In connecUon TR�ATED Wp POSTS with any work or proJect other than the specifled proJect (StAMED) for which ttiey have been prepared and developed without the pnorwntten consent of LAWRENCE ARCHITECTURE, INC G E N E RAL N OTES — E LEVAT I O N S: The copynght date is the date this document was _ tAPLR�BDRf"IS - - - - - - - - - / / created as shown below � — — — — — — — — — — — — — — — — — — EL 8��b' 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES Oc Copynght _ _ BOULDER RETAININr LAWRENCE ARCHITECTURE,INC �� 2 PROVIDE DAMPPROOFING AT ALL CONCRETE AND MASONRY _ WALLS BELOW GRADE(PER BLDG CODE) 1 x 12 RS UID. - � I 3 PROVIDE CROSS VENTILATION OF ATTIC SPACES WITH TRIM lSTAINEp 2 /A7 7 I I I I �� 8��_m�� .�_ OPENINGS PROTECTED AGAINST THE ENTRANCE OF iI i I WEATHER AND RODENTS THE NET FREE VENTILATING AREA I �I � SPACE VEN TLATED THAT 1/150 OF THE AREA OF THE SHEET TITLE: , , BUILDING 3 /A11 7�ATED WD•DEGC I I �� 4��5 E LEVAT I O N ISTAINED) I I I � STRIJGT STL � � DIACsONAL-BR,4CINCs � � l t2�:STRtJGT.DWCsSJ GUTTERS / DOWN SPOUTS: � � PROVIDE CONTINUOUS SHEET METAL GUTTERS ' � � WITH DOWN SPOUTS AT ALL EAVE LOCATIONS � I COORDINATE LOCATIONS WITH PROPOSED I I SITE WORK AND PROVIDE SPLASH BLOCKS � � � I DATE: 21 JAN 05 EL 66'-m" +/- � LEFT SIDE SOUTHWEST ELEVATION REVISIONS: 01 FE605 6r'J�l�h 28 FEB 05 15 JUL 05 08 MAR 05 A7 1/4" = 1'-0" 13 SEP 05 07 APR 05 23 MAY 05 � FILE NO.: W04024A7 PROJECT NO.: 04024 ISSUED FOR PERMIT 8 FOR CONSTRUCTION�� ,_� , � SHEET N0. . • � � - A7 , - __ � � ^ � �.rSS� � �� o� co. 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COM SNINC=L�ROOFIt�s ` ' OYER UNDERLAYMLLNt �/(, °�._ _ O J��y; f \`�`-�---"'�r�"� � � 'aa.+.._' PREMANl�AC7UREp SKYL ICsNT J�� _ w/IN7E@RAL FLASNINCx' --- U � o Q . � 2 x 12 WOOp JOISTS v � �N Q 4'-0" Z >°m� � D�L NDR�OPENIKCs � a�m � (� S7RUG7 DWGS) c ' � m� rn � � � o� w ',... . m o ,� W � � 4) ayi V c°� � o v � o � •� �� CC� N J� O 'V' (� ♦ ^ O � WRAP CsYP.BD P 70 r i�i U � � (� ALUM FRAME � � C = - � ❑ O C=- - � � � � o � � — �-► o � � � U � � � � _ � � � � U y � �' � � N07E SKYLIGH7 TO� 'VELUX',MOpEL C,211�SELF-FLASNEA n °� � o ^' EL�CTRIC VENTINCs SKYLICsHt w/�'IOtE CONTROL TNE � � � � � ,� � � U APPROX ROUrsN OPENINCs SITE 15 30"x 46"(NERIFY) n n - I I Q � Z � � 0 � � � I ♦ •� � J � � W a� o ii � � V �� .. u U � Z � PREMANUFACTURED ALUMINUM U W � � w o� � 2 S E C T I 0 N - S K Y L I T E ,�- �Y L��r W,��t�� u� o - m�N 1" = 1'-0" o� (7YPa � c,) N v o A8 �� n n � �� a � � � � �, I m � � �t� � - - - - - - - - - - - - - �- - - - - - - - -� � o� - - - - - - - - - - - �� - - I � - - - - - - --I � a�0 �� I I � �� II � �� n � � � II II �- � � u PROJECT: I I � CUSTOM I I � � RESIDENCE �--� I I � � I II � � � j � II II li L19, � � I I � � � � Block 6, _ � Intermountain Sub'd. e � � - - - - - - - - - - - - -� �- - - - - - - - - - � - - - - — J I � - - � - - - - - - - - -o- - - - - - I � _ _ _ _ J . - _ � �1- - - - - - - - - - - - - - - - - - - -Q — � ' i r-- - - - - - - - - - - - - - - - - - - - - - - - - —� � 2935BasingdaleBlvd. • ' � � 50FFIT MOUNTED I I i i ATTIG NvENT l?YPJ i i n Vail, Colorado � � I � II � � I � I I ROOF LEGEND: I � I � II ROOF MOUN7�D All ideas,designs,arrangements,plans and speafications U ATTIC V�NT ITYP.J I I I � (1 DENOTES 12"SQ (NOM) indicated or represented by this drawing are owned by ( � and are the property of LAWRENCE ARCHITECTURE, I I � ROOF MOUNTED ATTIC VENT INC This document in whole or part shall not be � u reproduced,copied,adapted,disclosed,distributed to I others,sold,published or othenrnse used in connection wrth any work or pro ect other than the specified pro�ect �a �1 (1 (1 �1 „ for which they have�een prepared and developed without ��j �✓ ...� � I I -� � DENOTES 6°x 16 SOFFIT the prior written wnsent of LAWRFNCE ARCHITECTURE, �� MOUNTED ATTIC VENT iNc � RIpGE � � � The copyright date is the date this document was created as shown below � I I I I Oc Copyright � I I I I LAWRENCE ARCHITECTURE,INC = i � � ��___� C�i ii � I � � � � SHEET TITLE: i i � �`�� n �`� N ROO F P LAN i i � i i �� n � L�� .� c==�L= � SECTIONS � � o o � o � � � o � � \ E6�Z 6 ,� ` \ 7 DATE: 21 JAN 05 REVISIONS: 01 FEB 05 GENERAL NOTES — ROOF PLAN: 06 JUN 05 28 FEB 05 NORTH 15 JUL 05 08 MAR 05 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES 07 APR 05 2 THE ROOFING CONTRACTOR IS TO PROVIDE ALL MATERIALS AND 23 MAY 05 � ROO F P LAN LABOR TO COMPLETE THE WORK SHOWN-INCLUDING ALL FILE NO.S W04024A9 UNDERLAYMENTS,FLASHING,ETC PROJECT NO.: 04024 A8 1/4" — 1�-O�� 3 MAN FACTUR R SFINS ROUCT ONS TS IN ACCORDANCE WITH ISSUED FOR PERMIT& 4 PROVIDE AND INSTALL CONTINUOUS ROOF GUTTER SYSTEM FOR CONSTRUCTION�� ¢�� „�„�� WITH DOWN SPOUTS INSTALL GUTTERS WITH HANGERS AND STRAPS AS REQUIRED TO SUPPORT LOADS PROVIDE POSITIVE ��v;a 1�$ �i �J�f�, SLOPE TO ALL GUTTERS AND INSTALL DOWN SPOUTS PLUMB SHEET N0. ., ,. ..�,-�..,. r, �� 0� ��-\� ��i*�li��C� ��i�lC1 �'�a��=. -0 � . _��.' �._ n a � , pES1GN REVIEV'� � �'��l�99�C�i��4�'�� ;�� A .. �� _ �� . 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CsR4TINCx OvER � � O � °' STRUGT 9TL PRAMIN�s •� _I / 4"t0 2"CONC.70PPINCs lR�: 57RUGt.DWrsS l W I OVER S7R1JG7 117L DP I TA XIST ROAD ' ` � '� � � / EL 11m�_m�� V �U S�I �M TA S AB L w U / HL.1m9'_" _ _ � � � N o�o I/� W � � , W�� srRUCt sr� �ar�n�r�: st�uct ou�s� o • °° �� , \ PROVIDE NEW REINF � v • N O N � � '^ GONG PAN A7 BRIDCsE c�i v o 1 x b R 5 W p.T R I M 2 WALL�R4MINCs S 7 R l 1Gt.St L BM 3 ,�-o a, O N E R 2 x 1 1 F A S C I A � ( � I N t.W A L L S) l R E S 1%I G 7 D W C s S.J � � � o �, w/2 x BA�PASGIA � = STRl1GT STL COL - 7YP � a�o / / � D E N r I �� I (i�- STRUGT DIWS.J r �� B p R E T A I N I N C s W A L L Q OvER 1 c 6 OIS1S LAP SIAINCs OVER � 3/4" T 4 Cs PLl'WD EXT SHEAtNINCs / Eo.mm�pEN/LpY M T . I FRAMING(TYP) I �, PROJECT• / �i va° i-�oisrs ( S I I CUSTOM / ir��TEXT.PLYWD RESI DENCE � �'T - BDR i i / 2 x 6 WALL �. ' � � / FRAMINCs ITYP) = L � / - � si °T e G PL1'lW — � TD FLR-MS?RBDRM TA FLR INSULATION SCHEDULE: L 19, / _ � �' 8° I-JOISTS � �` �5' Block 6, . Intermountain �ub'd. , . DINI G KI CHEN � �' EXTERIORWALLS • "� S?RUC7 STL SUPPORT FRAME 2 x 6 STUDS R-19 BATT 3 '�r E�Q��w. r�. stRUCr vw�s� ia°�xr P�.YUa� 2935 Basingdale Blvd. • - = T.O PLR�L.R./D.R I PNLS.s UNpERSIDP � �� 91'8� Il l/S" I-JOIS7S STRIJGt.STL COL - TYP PL 94'-0" +�_ FLOOR �r� srRUCt pw�sa OVER GARAGE / � �a�si�ir�oveR � � /CANT�L FLOOR Vail, Colorado S?RIJCT.WD HpR Ex1' sNEAt�+INr, � � /CRAWL FLOOR R-38 BATT lTYPICAL) I/2"csl'P.BD 2 x 6 WAL� I � CEILING R-38 BATT OVER 2 c 6 JOISTS CLAA WOOD �RAMINCs IrYP� I � � C �I��g`�) � ��/�� L � All ideas,desi ns,arran ements, lans and s ecificahons u; � 3 /A7 0 +�\r*' indicated or represented by this drawing are owned by �5 and are the property of LAWRENCE ARCHITECTURE, � B D R M. B D R IV�. �\ INC This document in whole or part shall not be reproduced,copied,adapted,disclosed,dfstnbuted to others,sold,publlshed or otherwise used in connect�on with any warlc or pro ect other than tha speafled pro�ect U100p �AP SIpINCs OvER � I for Phich fhey have�een prepared and developed without EXT SNEA7NING 3/4��t �x PLY�. INC nor wntten consent of LAWRENCE ARCHITECTURE, � , , The copyright date is the date this document was _ TA FLR�SDT�"19 EXCAVATED LEDCsE created as shown below w/HOULpER REtAININCs WAL� �� az�b� 111/8" I-JOI&T5 / Oc CoPYnght LAWRENCE ARCHITECTURE,INC ,r�� T�XT PLl'lid� � GENERAL NOTES - SECTIONS: PNLS,g UNpERSID� S7RUCt S7L SUPPORI�RAME 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES - EL aP_0° +�_ 57RUCT STL BEAM �� STRUCT DUYsSJ 2 PROVIDE DAMPPROOFING AT ALL CONCRETE AND MASONRY (�• STRUGT DIWSJ I WALLS BELOW GRADE(PER BLDG CODE) SHEET TITLEt 3 PROVIDE CROSS VENTILATION OF ATfiC SPACES WITH B U I L D I N G 5'iR�JCT.STL COLU"M5 I OPENINGS PROTECTED AGAINST THE ENTRANCE OF !RE 57RUGT DWCsS) I I WEATHER AND RODENTS THE NET FREE VENTILATING AREA S E CT I O N � I � SHALL NOT BE LESS THAT 1/150 OF THE AREA OF THE � SPACE VENTILATED ��6�7#�'TtC570N�Y�N��R � 4 THE VERTICAL HEIGHT MEASURED FROM THE TOP OF THE w OYERUNDERLAYMENT � 01IER I/2"�X7 SF�AtNINCs THRESHOLD OF THE DOOR TO THE EXTERIOR LANDING SHALL NOT EXCEED 7 1/2" � OYER Y x 6 PT.WD.S7UDS REINF CONC.GAP �ii I (SIXE 1'O MA7CH COLUMN FRAMINCs) 5 SOLID BLOCKING OR BRACING IS REQUIRED BETWEEN THE ROOF � TRUSSES AND RAFTERS AT ALL POINTS OF BEARING Q � � REINF pRILLED PIERS 6 PROVIDE'SIMPSON"STRONG-TIE"(ORAPPROVED EQUAL) l� StRIJGt pIUCsSJ RAFTER CLIPS OR TRUSS TIES AT ALL ROOF FRAMING I I MEMBERS � � 7 PROVIDE ANCHOR BOLTS AT 6'O C (AND WITHIN 12"OF I I THE END OF ALL SILL PLATES)-TYPICAL ANCHOR BOLTS TO BE EMBEDDED 7"MINIMUM INTO THE CONCRETE REFER I � I STRUCTURAL DRAWINGS FOR ALL OTHER DATA EL.66�-m�� .�_ DATE: 21 JAN 05 REVISIONS: 01 FEB 05 06 JUN 05 28 FEB 05 � 15 JUL 05 08 MAR 05 � 07 APR 05 23 MAY 05 FILE NO.: W04024A9 PROJECT NO.: 04024 ` I ISSUED FOR PERMIT& FOR CONSTRUCTION�� SHEET N0. - � BUILD� NG SECTION - A9 1/4"= 1'-0" 1 1 V n �,��-.� ` '�' r�/�� '��" �` �+'�"��``'�� N 5j`�� "'� ,,� O �2 '�� '" � ' 4m 1'R CMINJ ARGHITEGTURAL CsR4DE s ?� , GOMPOSTION SNINCsLE ROO�INC� OvER v�^� � `f O MEMRRANE C'IG� SHI�LD') UNp�RLAYMENT 6 CE - � - 75 , • , 2 x 12 WD RAFT�RS �+ ��'a ��' O CRE: StRUGT. ENCzR) ��: � �� - �f� ��''� Z 2 X 12 ��.OGKINCs � 5/S" EXTERfOR C�RADE ROOF SF-4EATNINCx U CRE: S7RUG7. ENCa. DUJCzSJ 8�4tT INSUL. � � Q . � — — — — � ♦ C N Q Z m � 2 x 4 R5. Wp. — o�� RIEZE SD. c ' E �o� o . �, o o� w rt= . fo—p W " yUo a GAU�KIN � � '� �o � � 9 5 � SN7. METAL EDC�E � � � °�o �LASHINCs l7YP.) 1/2" Cs1'P. BD. � � � � - 1 - � x � R.S. WD. tRIM ItYPIGAL� CRIP t0 �IT) V � � O � (n I x 6 R5. WD. TRIM OVER i W � � 2 x 12 RS. WD. FASGIA �i � � U � �' o U c � `-" � // � +- � N O cd �%� ;� .� � � i 2 x 6 EXTERIOR D. WALL W/ U v► U �'`� ,� Y i�i VAPOR BARRIER AND �ULL � � � a°oo U j BATT fNSUL.A710N � � � _ / Z � •� � J I/2" RS. PLYUID. SO�IT W °- � � U � `' .� � ��, U Z � � N� � LAP SIDINCx Ol/�R 1/2" CMIN.) W � � w o� EXtERiOR WALL SNEAtNINCs � U : �o N 1 SOFFIT - SIDING N�o '� 1 1/2"= 1'-0" 3 M�rn Q � ��o �, C� � U � dJO � 4m 1'R IMIN.) ARCNIt�GtURA� CsRADE GOMPOSTION SI-IINCx�E ROOFINC� OvER M�MSR4NE C'fGE SHIELD') UND�RLA1'MENT PROJECT: �- �� CUSTOM RESIDENCE �/8" EXt�RIOR CsRADE ROOF SHE,4tl-11NCx 2 X 1z U1D. RAFTERS '� O - 6 - CRE: STRUGt. ENCa. DI�xSJ IRE: STRUGT. ENC�R) L 19, _ 1 - 1 - B�o�k s, Intermountain Sub'd. � 2935 Basingdale Blvd. � �i �� X 12 BLOGKINCx �' Vail, Colorado SNT. METAL EDCsE � �RIEZE BD D �LASHINC� (T1'P.) �� i� i 1 x 6 RS. WD. tRIM OVER i � 2 X 12 RS. WD. FASGIA 3��,�� All ideas,designs,arrangements,plans and specifications indicated or represented by this drewing are owned by and are tha property of LAWRENCE ARCHITECTURE, INC This document in whole or part shall not be reproduced,copied,adapted,disclosed,distnbuted to others,sold,pubhshed or otherwfse used fn connection I with any work or pro ect other than the speafied pro�ect CALI�KINCs for which they have�en prepared and developed w(thout the prior wntten consent of LAWRENCE ARCHITECTURE, INC The copynght date is the date this document was created as shown below Oc Copyright II2�� RS. PL.1'WD. SO�FIT LAWRENCEARCHITECTURE,INC • LAP SIDINCx OvER 1/2" CMIN.) EX7ERIOR WAL� SHEATHIN . SHEET TITLE: EXTERIOR 11 - 7 - 2 GABLE END SOFFIT SECTIONS 1 - � _ � 3„= 1�-0,. 2 x 6 EXtERIOR WD. WALL W/ VAPOR BARRIER AND FULL x 8 R OOD JAMB BAt7 INSU�,4TION «LUSI-I lU/ INtERIOR WALLFAGE) 2 x ro WOOD �RAMINCs � � DATE: 21 JAN 05 �� i _ REVISIONS: 01 FEB 05 �i� — 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 �� / i�i � �i STRUGT. STL. COL. 07 APR 05 I/2" EXT. SNT'NC� OVER � �� CRE: S7RUGt. DUJC�S) 23 MAY 05 LAP SIDINC� OvER 2 x 6 WD. �RAMfNC� FILE NO.: W04025A8 _ UNDERLAI'MENT 01/�R CT NO.: 04024 1/2" (NOM) EXt. SHT'NC-c. LAP SIDINCa OVER UNpERLAYMENT 2 x 4 R5. WD. TRIM ISSUED FOR PERMIT& . Ct�'P. � GORNERS) FOR CONSTRUCTION�� x R_ Wp TRIM GAULIG �- �� SHEET N0. . N07E: � 12 SECTION - O.H. DOOR JAMB 8 - 4 _ 3 EXTERIOR PILASTER 1/ERI�1' PILASTER SIZE � � � 1 1/2""= 1'-0" '� _ 1 '� 1 1/2"+ 1'-0" w/ AGtUA� GOL. D IMENS I ON . M �`�,�� ..��.��;�.�*,. � y°� �k N �` � 4 � d- 4" x 4" PREFfNISHED MTL. POS7 �` ' ';°; c i lU/ GHAMFER�D tOP '� �� , .. _ � l`f� � ''�� - 5 5 - I 1/2" x I 1/2" PRE�INfSHED . �� CAP RAIL � { .�'z �� ; � �'�E� A��"-' � -�� Z J U L � a 2005 _ 3/4" x 3/4" PREFINISHED MTL. U PIGK�TS l g 4 3/�" o.c.J � 0 Q . �� MA Z � �� Q 0 � a o� J c�l � i , o�ao `J C Em� � 1 1/2" x I 1/2" PRE�INfSHED MTL. " � - �o M RAIL W o U � o r� Li. � �{� (O N U � � � � NJD O � ^ � 2 x 6 S1'N7NETIG DFCKINCs V � � O � � W � p � � U � � = 2 X � TREATED WD. � ° v � ,� � � DECK WRAP CPAfNTJ = � .�, o � U y � � � Y � � � o ~ U � 2 - 1/2" THRU-SO�TS � � °O � _ � Z � i X 12 SKIRT W/ W ♦ '� O -� 2 X 10 FL.00R JOIS7S � � O �, OR 1 X 10 SKIRt U � c� u�� U � W/ 2 X 8 �LOOR Z � +� �o U JOISTS W � � w o� � � m�� PROVIDE SNEET META� GAP � U • N v o �LASNfNG AT GOLUMN PRIOR 'S I M P S O N' T Y P� P O S T t0 SETTINCx BEAM � � �� CAP At BEAM BEARINCs m ; °3 BEYOND SEALAN7 J ��o O ---STRUG7. Wp. BEAM 2 x RS WOOD 'WRAP' I I S�ALANT I I PROJECT: I I STRUGT. WD. POS1' CUSTOM � BEYOND RESIDENCE S?ONE vENF�R GOLUMN ENGLOSURE BEYOND L 19, - Block 6, " 1 SECTION - DECK GUARDRAIL �ntermountain sub'd. � �- q� 1 1/2"= 1'-0„ _ 2935 Basingdale Blvd , SYN7NETIC STONE Y�N�ER ovER UNDERLAYMENT Vail, Colorado OvER YAPOR BARRIER I/2" EXT. CxRApE P�YWp. r SNE.4THINC� 2 x � tREAtED WOOD All ideas,designs,arrangements,plans and speaficatwns ', indicated or represented by this drawing are owned by , �R,Q�"��((� 'NC arT�ge proument n w o e oNpart helHnT�Ebe URE, d -� reproduced,copfed,adapted,disclosed,distnbuted to � _ StRUGT_ STL. CO�, ochers,soid,published or otherwise used In connection with any vrork or pro1ect other than the specified pro�ect Z for which they have been prepared and developed without � 0 RE: STRUCT. DWC3S. the pnor written consent of LAWRENCE ARCHITECTURE, i INC � The copynght date is the date this document was - created as shown below Oc Copynght , LAWRENCE ARCHITECTURE,INC SHEET TITLE: EXTERIOR 2 EXTERIOR COLUMN 'WRAP' SECTIONS A 1 1 1/2"= 1'-0" SYNTNETIC STONE VENEER 01/ER UNDERLAYMENT OYER vAPOR BARRIER i/2" EXT. C�RADE PLYWp. SN�ATNMCz - 2 x 4 TREATED WOOD � FRAMINC� DATE: 21 JAN 05 �' ., sr�ucr. sT�.. co�. 0 p RE: STRUCT. Dt1JC-�S. REVISIONS: 01 FEH a5 `�z 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 =,N 07 APR 05 �' 23 MAY 05 FILE NO.: W02042A9 - PROJECT NO.: 04024 ISSUED FOR PERMIT� ' FOR CONSTRUCTION�� SHEET N0. = 3 EXTERIOR COLUMN BASE � • . q� 1 1/2��_ ,�-o„ , _ �,.��,�,, n ` p, ��oF C p a N SYMBOL LEGEND ;�r` '��°\ °��'�' O �� R � �. - � � ' � ,. � DUPLEXOUTLET � SWITCH �E O ' -15 5 . �xsov DUPLEXOUTLET �3 SWITCH �k� 220 VOLTS THREE WAY ��'�,,� � � �GFI DUPLEX OUTLET �4 SWITCH A� , O ' GROUND FAULT FOUR WAY �CJ' /'�""� �',`\ � �GFI DUPLEX OUTLET �6� ��' ��r'" Z yyp GROUND FAULT \'�—a"� WATERPROOF � LIGHT FIXTURE CEILING MTD n f� n�0� � DUPLEX OUTLET � LIGHT FIXTURE w ��✓ L = SWITCHED RECESSEDINCAN � LIGHT FIXTURE U WALL MTD � Q TELEPHONE �VT N CABLE � LIGHT FIXTURE Q � RECESSED-EYEBALL � � �E� RECESSEDAN � . c� Q Oo Sp SMOKE DETECTOR FAN Z y o� � >oo� p�m `./ c ' E m� FLUORESCENT FIXTURE w � , � o~ (1 x 4 -CLG MOUNTED FLUORESCENT FIXTURE + �O� � � STRIP W � � �V M � � v � o � �� N U � � RECESSEDINCANDESCENT �— ._1 � � � N J O O w/INFRARED HEAT LAMP �a�� LIGHT FIMURE TRACK LIGHT L � � f � V � � � � � TELE RECESSE�INCANDESCENT �� MOTION DETECTOR � � w/EXHAUST FAN SWITCH W � � � � /�l � •��— V � �+'' U '�p LOW VOLTAGE FOR T � � O � ❑ CENTRALVACUUM SYSTEM � a AUDIO SYSTEM y � CM TELE S SPEAKER r , � •� O � Y v F ��, � � � ° � U LKaHT ^� � EXTERIOR(WP)SECURITY Q � — — — — — — — — — — — — _ � �/ FLOOD)LIGHT ♦ O O J I \ p ' // W � � i -p � $o V o � �� O I I I Z �� o U I C � N�� V / I \ /y p � �i @� I ~ �N � — — GENERAL NOTES - ELECTRICAL SYSTEM: 3 U N�o M'C� �t f0 �� 0 p � 1 ELECTRICAL SUBCONTRACTOR SHALL SIZE ALL CIRCUITS IN ACCORDANCE Q • � o� � TO GOVERNING CODES �J a,�O � � — — — — O Q�_ � 2 SMOKE ALARMS ARE REQUIRED IN EACH BEDROOM,OUTSIDE THE SLEEPING , gp AREA(S)AND ON EACH FLOOR(INCLUDING THE BASEMENT) ALARMS MUST I / _ _ BE HARD-WIRED AND INTERCONNECTED , ^ I � - - � 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 AMPS MUST BE PROVIDED I I I � TO SERVE ALL GENERAL RECEPTACLES,COUNTERTOPS IN KITCHEN,DINING ROOMS, PROJECT: AND THE LAUNDRY AREA A MAXIMUM OF FOUR(4)RECEPTACLES MAY BE I n1 / SERVED BY EACH CIRCUIT A DEDICATED CIRCUIT IS REQUIRED FOR THE CUSTOM I LAUNDRY AREA RESIDENCE � � 4 IN KITCHENS AND DINING ROOMS,ELECTRICAL RECEPTACLES MUST BE � �L� F''" PROVIDED WITHIN 20 INCHES VERTICALLY OF EACH COUNTER SPACE 12 INCHES I I � � OR MORE IN WIDTH AND SO THAT NO POINT ALONG THE WALL LINE IS MORE °1 a THAN 24 INCHES FROM A RECEPTACLE ISLAND AND PENINSULAR COUNTERS L 19, � µ p HAVING DIMENSIONS OF 24 INCHES BY 12 INCHES OR GREATER MUST ALSO I BE PROVIDED WITH AT LEAST ONE SUCH RECEPTACLE WHICH MAY BE NO BIOCI( 6, MORE THAT 12 INCHES BELOW THE COUNTER SURFACE WHICH MAY EXTEND Intermountain Sub�CI. � — -- — — — — — — NO MORE THAN 6 INCHES BEYOND THE SUPPORT BASE ADDITIONAL . 1 � � I RECEPTACLES ARE REQUIRED TO SERVE THE KITCHEN COUNTERS , I ( 5 ALL ELECTRICAL RECEPTACLES SERVING THE KITCHEN COUNTERTOPS MUST - � � I I I BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED 2935 Basingdale Blvd. • r �I I� I I I 6 SMOKE ALARMS, ETC)OCA ED I�N BEDROOMS MUST BE PROTO C ED Y AN G I I I I ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION ON THE VaII, COIOI'8C�0 I I ( ENTIRE BRANCH CIRCUIT J L _ — _ I I 7 A CONCRETE-ENCASED ELECTRODE(UFER GROUND)IS REQUIRED AS A PART I OF THE GROUNDING ELECTRODE SYSTEM THIS GROUND CONSISTS OF A MINIMUM I I � 20 FOOT LENGTH OF ELECTRICALLY CONDUCTIVE NO 4 REINFORCING BAR ENCASED BY AT LEAST 2 INCHES OF CONCRETE AND LOCATED NEAR THE � ( BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IN IN DIRECT All ideas,designs,arrangements,plans and spec�fcahons CONTACT WITH THE EARTH mdicated or represented 6y this drawing are ownad by I I I and are the property of LAWRENCE ARCHITECTURE, I I INC This document in whole or part shall not be 8 SWITCHES ABOVE KITCHEN COUNTERTOPS TO BE 42"A F F TO BOTTOM OF BOX reproduced,copled,adapted,disclosed,distributed to others,sold,published or othervuise used in connection I I with any work or pro1ect other than the specified pro�ect for which they have been prepared and developed without I I I 9 SWITCHES ABOVE BATH COUNTERTOPS TO BE 36"A F F TO BOTTOM OF BOX the pnorwntten consent of LAWRENCE ARCHITECTURE, INC � I 10 ALL OTHER SWITCHES TO BE 48"A F F TO CENTERLINE OF BOX The copyright date is the date this documentwas � I — — — — — — created as shown below I I — — 11 ALL OUTLETS TO BE 12"A F F UNLESS NOTED OTHERWISE Oc Copynght �— LAWRENCE ARCHITECTURE,INC � I 12 ALL TELEPHONE AND CABLE lV WIRING TO BE'HOMERUN'TO BASEMENT LEVEL I ( I MECHANICAL ROOM � I I 13 PROVIDE TWO(2)PAIR TELEPHONE CABLE RUNS TO ALL JACK LOCATIONS . I I �I 14 PROVIDE TWO(2)PAIR TELEPHONE CABLE RUNS FROM MECHANICAL ROOM i � � i TO EXTERIOR SERVICE ENTRANCE SHEET TITLE: I - - - - � — — I 15 PROVIDE SECURITY SYSTEM PRE WIRE FOR OWNER INSTALLED SECURITY LOW E R SYSTEM VERIFY WIRING LAYOUT AND REQUIREMENTS PRIOR TO _ PRE WIRE INSTALLATION - LEVEL - - - - - - - - - - - - - - J 16 PROVIDE SOUND SYSTEM PRE WIRE FOR OWNER INSTALLED SOUND SYSTEM I I VERIFY WIRING LAYOUT AND REQUIREMENTS WITH OWNER PRIOR TO PRE WIRE INSTALLATION E L E CT R I CAL PLAN - DATE: 21 JAN 05 NORTH REVISIONS: 01 FEB 05 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 07 APR 05 � LOWER LEVEL ELECTRICAL PLAN 23MAY05 E 1 1/4" = 1'-0" FILE NO.: W04024E1 PROJECT NO.: 04024 ISSUED FOR PERMIT& _ FOR CONSTRUCTION�� SHEET N0. = � � E1 i � � n - ��°'�.� � � ., ` SYMBOL LEGEND , .-�`�, �� F�z��a � N ,.fh��. -��,, x . O N f 'a"�t' 'e ! °J r �� { . � DUPLEX OUTLET � SWITCH � � ��e . O .'Q DUPLEXOUTLET �3 SWITCH 'i� �A `+� �C c= ' 220V 220 VOLTS THREE WAY � �GFI DUPLEX OUTLET �4 SWITCH � �J �J p � GROUND FAULT FOUR WAY tj F/ ;�,� O DUPLEX OUTLET � WP GROUND FAULT 9� � ,�`f Z WATERPROOF � LIGHT FIXTURE `F� `�Ev �� CEILING MTD � DUPLEX OUTLET � LIGHT F�XTURE I ` � SWITCHED RECESSEDINCAN T _ � LIGHT FIXTURE y WALL MTD U a TELEPHONE N L.L TV N CABLE � LIGHT FIXTURE � RECESSED-EYEBALL O � ��EXH EXHAUSTFAN RECESSED � OO Sp SMOKE DETECTOR FAN . c N Z >�� J � ¢�o�o �J � FLUORESCENT FIXTURE C � E �� (1 x 4)-CLG MOUNTED �� STR pRESCENT FIXTURE � O � � O� O M �1,� °> Q� m V r°� � V � o � RECESSEDINCANDESCENT � � � �� v � w/INFRARED HEAT LAMP LIGHT FIXTURE Q, V ��`� f,� / TRACK LIGHT � � N J O O TELE Q�D NJv.` � ♦ � � � \��> � � � � RECESSEDINCANDESCENT O Mp MOTION DETECTOR v O � I� � w/EXHAUST FAN SWITCH W � O � � g� l� � � U � — � � — � CLG �p LOW VOLTAGE FOR r ° � � U U �I Y tI� 1 � �I Y I I 1 � SPEAKERSTEM CENTRAL VACUUM SYS EM � � � � � �I I .I� I I �1�� .� � �� V •� c.� ,� Y LKaVf� � � � �� ,�' � �I Sc�i.P�. � � � o�o U I ' , I � EXTERIOR(WP)SECURITY •--i � � = J L = J FLOOD)LIGHT a � � � •,� � J �� / � U ° -� `� O � �� Z 'm � �o U — _ - - — — � C � N00� � C W O �� ,�,� �� GENERAL NOTES - ELECTRICAL SYSTEM: � � � N o� �� GFI GFI U o pi� 1 ELECTRICAL SUBCONTRACTOR SHALL SIZE ALL CIRCUITS IN ACCORDANCE � . ��°' � n1 TO GOVERNING CODES Q m�, � — � J ' 2 SMOKE ALARMS ARE REQUIRED IN EACH BEDROOM,OUTSIDE THE SLEEPI G a�O � �" AREA(S)AND ON EACH FLOOR(INCLUDING THE BASEMENT) ALARMS MUST � t,Fl �� I BE HARD-WIRED AND INTERCONNECTED I 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 AMPS MUST BE PROVIDED I TO SERVE ALL GENERAL RECEPTACLES,COUNTERTOPS IN KITCHEN, DINING ROOMS, +50" AND THE LAUNDRY AREA A MAXIMUM OF FOUR(4)RECEPTACLES MAY BE — SERVED BY EACH CIRCUIT A DEDICATED CIRCUIT IS REQUIRED FOR THE PROJECTI _ \ LAUNDRY AREA CUSTOM 4 IN KITCHENS AND DINING ROOMS,ELECTRICAL RECEPTACLES MUST BE RESIDENCE «ts° O O � �4�° PROVIDED WITHIN 20 INCHES VERTICALLY OF EACH COUNTER SPACE 12 INCHES �„ 0 0v �Z, �� E OR MORE IN WIDTH AND SO THAT NO POINT ALONG THE WALL LINE IS MORE � THAN 24 INCHES FROM A RECEPTACLE ISLAND AND PENINSULAR COUNTERS HAVING DIMENSIONS OF 24 INCHES BY 12 INCHES OR GREATER MUST ALSO BE PROVIDED WITH AT LEAST ONE SUCH RECEPTACLE WHICH MAY BE NO L 19, MORE THAT 12 INCHES BELOW THE COUNTER SURFACE WHICH MAY EXTEND BIOCK G, Oo I NO MORE THAN 6 INCHES BEYOND THE SUPPORT BASE ADDITIONAL D I RECEPTACLES ARE REQUIRED TO SERVE THE KITCHEN COUNTERS Intermountain Sub�CI. . �� 5 ALL ELECTRICAL RECEPTACLES SERVING THE KITCHEN COUNTERTOPS MUST ' ` � BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED ` gD � 6 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS(POWER,LIGHTING, 2935 Basingdale Blvd. , ° � � SMOKE ALARMS, ETC)LOCATED IN BEDROOMS MUST BE PROTECTED BY AN / I ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION ON THE /� � I ENTIRE BRANCH CIRCUIT Val�, Colorado � � 7 A CONCRETE-ENCASED ELECTRODE(UFER GROUND)IS REQUIRED AS A PART TELE / OF THE GROUNDING ELECTRODE SYSTEM THIS GROUND CONSISTS OF A MINIMUM I 20 FOOT LENGTH OF ELECTRICALLY CONDUCTIVE NO 4 REINFORCING BAR ��° � I ENCASED BY AT LEAST 2 INCHES OF CONCRETE AND LOCATED NEAR THE I F,w �— BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IN IN DIRECT ��+T I CONTACT WITH THE EARTH � � All ideas,designs,arrangements,plans and specificaUons � GFI mdicated or represented by this drawing are owned by ' 8 SWITCHES ABOVE KITCHEN COUNTERTOPS TO BE 42"A F F TO BOTTOM OF BOX and are the property of LAWRENCE ARCHITECTURE, I I INC This document in whole or paR shall not be reproduced,copied,adapted,disclosed,distnbuted to � � 9 SWITCHES ABOVE BATH COUNTERTOPS TO BE 36"A F F TO BOTTOM OF BOX others,sold,publiahed orotherwise used in connection with any work or proIact other than the specified pro�ect Ifor which they have been prepared and developed wdhout 10 ALL OTHER SWITCHES TO BE 48"A F F TO CENTERLINE OF BOX INCPnorwniten consent of LAWRENCE ARCHITECTURE, � � 11 ALL OUTLETS TO BE 12"A F F UNLESS NOTED OTHERWISE created as shtowne i�s'o�e datethis documentwas � I Oc Copynght � F"" 12 ALL TELEPHONE AND CABLE N WIRING TO BE'HOMERUN'TO BASEMENT LEVEL LAWRENCE ARCHITECTURE,INC MECHANICAL ROOM � � ? _ _ _ �u' I i 13 PROVIDE TWO(2)PAIR TELEPHONE CABLE RUNS TO ALL JACK LOCATIONS •�+ �� 14 PROVIDE TWO(2)PAIR TELEPHONE CABLE RUNS FROM MECHANICAL ROOM �� I��t�� I TO EXTERIOR SERVICE ENTRANCE SHEET TITLE: .� — — — 15 PROVIDE SECURITY SYSTEM PRE WIRE FOR OWNER INSTALLED SECURITY _ _ _ _ _ _ _ _ _ _ � SYSTEM VERIFY WIRING LAYOUT AND REQUIREMENTS PRIOR TO MAI N PRE WIRE INSTALLATION 16 PROVIDE SOUND SYSTEM PRE WIRE FOR OWNER INSTALLED SOUND SYSTEM L EV E L VERIFY WIRING LAYOUT AND REQUIREMENTS WITH OWNER PRIOR TO PRE WIRE INSTALLATION ELECTRICAL � PLAN NORTH DATE: 21 JAN 05 REVISIONS: 01 FEB 05 � MAIN LEVEL ELECTRICAL PLAN 06 JUN05 28FEB05 15 JUL 05 08 MAR 05 07 APR 05 E2 1/4" = 1'-0" 23 MAY 05 FILE NO.: W04024E2 PROJECT NO.: 04024 ISSUED FOR PERMIT& FOR CONSTRUCTION�� .— SHEET N0. �� - E2 �� - /1 _ ;��-�.�. �}. �A"u f~',�, V C ^' `I • �f,��'°��.� ' � h � ` \ , �� R's�� y O ;� � . �� - � � � o - . NCE '�' I . � -15 5 ,� ��' �,` . �, Q SYMBOL LEGEND �`�fD A�C�'\� Z J U l. � 0 20Q5 = � DUPLEXOUTLET � SWITCH .'�220V DUPLEX OUTLET �g SWITCH � 220 VOLTS THREE WAY � �GFI DUPLEXOUTLET �4 SWITCH GROUND FAULT FOUR WAY Q �GFI DUPLEX OUTLET O � WP GROUNDFAULT � WATERPROOF � LIGHT FIXTURE � CEILING MTD . �N � DUPLEX OUTLET � LIGHT FIXTURE � Q�� J SWITCHED RECESSEDINCAN � � LIGHT FIXTURE ' �� `J WALL MTD p ' �p O O� a TELEPHONE , � � ' � �c+� W > � �Ur°i � N CABLE � LIGHT FIXTURE /y � V � o RECESSED-EYEBALL LL � 'j� co a� �i � � � � NJO O �EXH EXHAUST FAN � I----I O O Sp SMOKE DETECTOR FAN RECESSED 1 � r � ° ° (� • � o (� FLUORESCENT FIXTURE FLUORESCENT FIXTURE � � � V � (1x4)-CLG MOUNTED � STRIP � 0 U � � � � � U _ � :� ° � II � — �l � RECESSED INCANDESCENT �-.� LIGHT FIXTURE U y U � ,..�� i�Y�i O P E N TO �i Y I I w!INFRARED HEAT LAMP TRACK LIGHT � � �"� � � I � � � I � I I I I I L I V I N G R M. I I I I I I RECESSED INCANDESCENT O Mp MOTION DETECTOR � � Z I I w/EXHAUST FAN SWITCH ♦ � O � .� � _ �� BELOW � _ �� w � '�{� LOW VOLTAGE FOR r 1 O � �� O CENTRALVACUUM SYSTEM V a AUDIO SYSTEM V 3-1 c� U SPEAKER Z c � N m� �/� W = Wo� � , � ° � m `°� � EXTERIOR(WP)SECURITY V • N o N FLOOD)LIGHT � V p M'O p�j TV SLP `.�LP � � � c��o � �' �' 440v � o�.�O � = �I r— = � _ � � _ � g� �i Y i� � I I I I �I Y �I� —'� GENERAL NOTES - ELECTRICAL Y T I I �I I �I� S S EM. �II � II ogp �I � I� 1 ELECTRICAL SUBCONTRACTOR SHALL SIZE ALL CIRCUITS IN ACCORDANCE PROJECT: _ � _ � = J TO GOVERNING CODES CUSTOM � �P 2 SMOKE ALARMS ARE REQUIRED IN EACH BEDROOM,OUTSIDE THE SLEEPING RESIDENCE � AREA(S)AND ON EACH FLOOR(INCLUDING THE BASEMENT) ALARMS MUST � BE HARD-WIRED AND INTERCONNECTED ��E e� O 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 AMPS MUST BE PROVIDED L 19, _ � o AND THE LAUNDRY A EARA MAX MUM OF FOUR(4)T ECEPTAC ES MAY gE G ROOMS, BIOCIC 6, _ SERVED BY EACH CIRCUIT A DEDICATED CIRCUIT IS REQUIRED FOR THE Intermountain Sub�CI. � LAUNDRY AREA i ` �� 4 IN KITCHENS AND DINING ROOMS,ELECTRICAL RECEPTACLES MUST BE PROVIDED WITHIN 20 INCHES VERTICALLY OF EACN COUNTER SPACE 12 INCHES 2935 Basin dale Blvd. OR MORE IN WIDTH AND SO THAT NO POINT ALONG THE WALL LINE IS MORE g ' " THAN 24 INCHES FROM A RECEPTACLE ISLAND AND PENINSULAR COUNTERS HAVING DIMENSIONS OF 24 INCHES BY 12 INCHES OR GREATER MUST ALSO _--� BE PROVIDED WITH AT LEAST ONE SUCH RECEPTACLE WHICH MAY BE NO �5z' � � � � MORE THAT 12 INCHES BELOW THE COUNTER SURFACE WHICH MAY EXTEND VaII, COIOC'8C�0 � NO MORE THAN 6 INCHES BEYOND THE SUPPORT BASE ADDITIONAL ��T�� RECEPTACLES ARE REQUIRED TO SERVE THE KITCHEN COUNTERS CoNriaa.s 5 ALL ELECTRICAL RECEPTACLES SERVING THE KITCHEN COUNTERTOPS MUST BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED 6 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS(POWER,LIGHTING, All ideas,designs,arrangements,p�ans and spe�cahons SMOKE ALARMS,ETC)LOCATED IN BEDROOMS MUST BE PROTECTED BY AN indicated or represented by this drewing are owned by ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION ON THE INCarTh e�ocumentlnwhoeoNp rtshalHnotbeURE, ENTIRE BRANCH CIRCUIT reproduced,copied,adapted,d�sclosed,distnbuted to others,sold,published or otherwise used in connection � with any wo�ic or proled other than the specified pro�ect 7 A CONCRETE-ENCASED ELECTRODE UFER GROUND IS REQUIRED AS A PART for which they have been prepared and developed without � IN \ OF THE GROUNDING ELECTRODE SYSTEM THIS GROUND CONSISTS OF A MINIMUM ,NCpnorwniten consent of LAWRENCE ARCHITECTURE, �� 20 FOOT LENGTH OF ELECTRICALLY CONDUCTIVE NO 4 REINFORCING BAR ENCASED BY AT LEAST 2 INCHES OF CONCRETE AND LOCATED NEAR THE crested as shown belowe date this documentwas � BOTTOM�F A CONCRETE FOUNDATION OR FOOTING THAT IN IN DIRECT �coPy�anc � CONTACT WITH THE EARTH LAWRENCE ARCHITECTURE,INC EL�CT I � eLect � 8 SWITCHES ABOVE KITCHEN COUNTERTOPS TO BE 42"A F F TO BOTTOM OF BOX � � � ` I 9 SWITCHES ABOVE BATH COUNTERTOPS TO BE 36"A F F TO BOTTOM OF BOX / � 10 ALL OTHER SWITCHES TO BE 48"A F F TO CENTERLINE OF BOX SHEET TITLE: � 11 ALL OUTLETS TO BE 12"A F F UNLESS NOTED OTHERWISE � UPPER 12 ALL TELEPHONE AND CABLE TV WIRING TO BE'HOMERUN'TO BASEMENT LEVEL MECHANICAL ROOM � 13 PROVIDE TWO(2)PAIR TELEPHONE CABLE RUNS TO ALL JACK LOCATIONS L E V E L GFi u.P u�' ELECTRICAL�ERVICE PNTRANCE � ANp PANEL TO BE 51ZEp BY 14 PROVIDE TWO(2)PAIR TELEPHONE CABLE RUNS FROM MECHANICAL ROOM E L E CT R I CAL PL�Gt 9U�-CONTR,4G70R \ � �. TO EXTERIOR SERVICE ENTRANCE _ � — _ _ ._ —� _... _. 15 PROVIDE SECURITY SYSTEM PRE WIRE FOR OWNER INSTALLED SECURITY P LAN to '— SYSTEM VERIFY WIRING LAYOUT AND REQUIREMENTS PRIOR TO ��-�'� PRE WIRE INSTALLATION 16 PROVIDE SOUND SYSTEM PRE WIRE FOR OWNER INSTALLED SOUND SYSTEM 'B RI D G E, VERIFY WIRING LAYOUT AND REQUIREMENTS WITH OWNER PRIOR TO PRE WIRE INSTALLATION DATE: 21 JAN 05 � NORTH REVISIONS: 01 FEB 05 06 JUN 05 28 FEB 05 15 JUL 05 08 MAR 05 07 APR 05 � UPPER LEVEL ELECTRICAL PLAN 23MAY05 E3 1/4" = 1'-0" FILE NO.: W04042E3 PROJECT NO.: 04024 ISSUED FOR PERMIT$ _ FOR CONSTRUCTION�� SHEET N0. � � E3 QESIGN CRITERIA: Scolnick Residence Job# 0505-21 � STRUCTURAL WOOD FRAMING: 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) Roof Live Load (Snow) -------------------------------80 psf Roof Dead Load -----------------------------------15 psf a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch CONNECTION FASTENING°� "' LOCATION ALL LUMBER CONNECTORS IN DIRECT c��r�o RF ' Floor Live Load ------------------------------------40 psf #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas ,�-'p� ..••;,•�.,�is CONTACT WITH PRESSURE-TREATED c, .• RL, , _ - Floor Dead Load -----------------------------------15 psf Fir-Larch #2. .. �� 4 �; Brid e Live Load --------100 sf SNOW or 50 t. doist to sill or girder 3 - Sd common toena�l LUMBER SHALL HAVE A SIMPSON ZMAX � �� •v � g p ( ) psf plus 2000 concentrated b. Studs shali be Stud grade and better pouglas Fir-Larch or Hem Fir. 3 - 3" x o.t31° na�� FINISH OR EQUIVALENT a Bridge Dead Load ---------------------------------- 30 psf c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs . A B B R E VI A TI 0 N L I S T �° �r � Garage Live Load -------------------- 50 psf plus 2000 concentrated er lan and shall be nailed to ether with 2 rows of 16d naiis � 6" on center alon each 3 - 3 14 goge stap�e " P P 9 g 2. Bridging to �oist 2 - 8d common toenod each end CONNECTION SCHEDULE �• � �� Gara ge Dead Load -----------------------------------3 0 p s f s t u d. .�� ` Deck Live Load ------------------------------------100 psf d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 2 - 3" x o.131" nai� AD SIMPSON H5 e•''•••••�� Dec k Dea d Loa d ----------------------------------- 1 5 s f 2 - 3" 1 4 g a g e s t a p l e N A L E N G P 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at A.B. ANCHOR BOLT �nd 3 Second Gust -------------------------------90 m h Ex 8 " 3. 1" x 6" subfloor or less to each �oist 2 - 8d common face nail QB SIMPSON LUS210-2 S E P I 5 2 0 Q� � ) - P � P• ) 24 on center A.F.F. ABOVE FINISHED FLOOR Seismic Design Category -------------------------------EXEMPT e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed 4. �der than �" x 6` subfloor to each joist 3 - 8d common face nail � SIMPSON LSSU210 A.F.G. ABOVE FINISHED GRADE IBC/IRC Edition ------------------------------------ 2003 directly on concrete walls or slabs shall be pressure-treated Hem Fir #2 5. 2' subfloor to joist or g�rde�- 2 - �sd common blind and face na�� ADJ. ADJUSTABLE f. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 6. sole p�ate to joist or blocking tsd at 16" o.c. typica� face nail � SIMPSON LSSU210-2 ANCH. ANCHOR 2x6 bearing block. Provide ��" clearance around end of wood beam. Block against sides of � 3" x 0.131" na�l at 8" o.c. QE SIMPSON ITT211.88 APPROX. APPROXIMATELY beam pocket with treated 2x blocking to provide lateral support for beam. 3" 14 gage staple at �2" o c. ARCH. ARCHITECT FOUNDATION DESIGN: g. wthin floor joist spaces beneath solid or built-up columns noted on plans, blockmg of area F SIMPSON ITT11.88 Sole plate to �o�st or blocking at braced 0 BD. BOARD � � equivalent to column above shall be provided. Door or window trimmers consisting of a single wa�� anel 3 - 16d per ts" braced wall panels BLDG. BUILDING �' v N a. This foundation has been designed according to the design recommendations set forth in stud do not re uire s ecial blockin in the oist s ace. P (4)-3" x o.13t" na�� " G SIMPSON LUS210 �N .- geotechnical report 9791 by LKP Engineering, Inc. The contractor shall follow the construction q P 9 � p per 16 BLKG. BLOCKING h. E x c e p t a s n o t e d o t h e r w i s e, m i n i m u m n ai ling s ha l l be provi de d os speci fie d in t he "Nai ling (a)-3" 14 ga ge sta ple per is" u� z o°o co cD re uirements from this same re ort. JL 4x4x1/4x0'-s �/2 we�EO BM. BEAM -p ¢ o 0 q P Schedule" on the drawings (2003 IBC Table 2304.9.1). 7. Top plate to stud 2 - 16d common end nail QH U -� O � � b. A representative of the geotechnical engineer shall verify soils conditions and types during 3 - 3" x o.t3�" nail OR (3)-3/4"0 THRU-BOLTS BOT. BOTTOM Z � � o, rn excavation. Re ort an discre ancies from ori inal findin s to structural en ineer for �• Bolts used for wood framing connections shall be installed with standard washers and nuts. - � w I I B.O.W. BOTTOM OF WALL P y P 9 9 9 j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson 3 - 3" 14 gage staple C Z Z M M re-evaluation of foundation design. BRG. BEARING p ^ � c. Back�ll around and above structural buttresses and retaining walls shall be compaction-tested per Company shall be used to join rafters, joists or beams to other beams at flush-framed 8. Stud to sole plate 4 - 8d common toenail (n � � rn rn c o n d i t i o n s. U s e a l l s p e c i f i e d n a i l s. C o n n e c t o r c o n d i t i o n s n o t o t h e r w i s e n o t e d s h a l l u t i l i z e t y p e 4 - 3" x o.t 3 t" n a�� CANT. CANTILEVER � � w^^ t he recommendations of the geotechnical engineer. U or type HU hangers of a size specifically designed for the member supported, as shown in 3 - 3" 14 gage staple C.J. CONTROL JOINT Z � � � o Q the manufacturer's ublished tables. Contact structural en ineer for details as re uired. CMU CONCRETE MASONRY UNIT Q '� o� r� � CONCRETE DRILLED PIERS: P 9 9 � ao �.�`. k. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be 2 - 16d common end nail ° ° CEM CEMENT J � a. Strai ht-shaft drilled iers are desi ned for a maximum end bearin ressure of 10,000 sf and ripped to match the width of the wall or beam flange. Nailer plates supporting top flange 3 - 3" x o.131" na�� o o O CLG. CEILING � � 9 p 9 9 P P hangers from one side only shall be installed flush with the face of wall or beam flange at 3 - 3" 14 gage stap�e o o � CENTERLINE � 'o, an allowable side shear of 1000 psf (dead load plus full live load). the hanger locations s. Double Studs �sd at 24" o.c. face na�� CLR. CLEARANCE Z � b. Piers shall be a minimum of 18" in diameter. 3" x 0.131" na�l at 8" o.c. � � I. Laminated veneer lumber (LVL) shall have the following minimum properties: COL. COLUMN o0 0, � c. Piers are to be drilled a minimum of 3 feet into bedrock, or as indicated on the foundation lan. 3" �4 a e sta �e at 8` o.c. U N � M � d. For biddin ur oses elevation of bedrock vories from 8 to 18 feet below existin rade. P �• Flexural stress ------------------------------------ 26�0 psi 9 9 P CONC. CONCRETE � � a, � g P P ' 9 9 y ----------------------------- 000 psi 10. Double top ptates 16d at 16" o c typical foce noil CONN. CONNECTION � � �� 2. Modulus of elasticit 1 900, e. Pier holes shall be thoroughly cleaned, dewatered, and shall be inspected by the geotechnical _____________________________' 3" x o.t3t" nai� at t2" o.c. � � 3. Tension parallel to grain - 1850 psi CONT. CONTINUOUS � x � v� engineer prior to pourmg concrete. ______ 3" t4 gage staple at t2" o.c. +� p o � a, 4. Compression parallel to grain - -------------------- 2310 psi CONST. CONSTRUCTION � U m� 5. Compression pe�pendicular to grain (parallel to glue line) ------------ 750 psi C.P. CRIPPLE POST � �� ____________________ Double top plates 8 - 16d common lap splice L O J O X¢ REINFORCED CONCRETE: 6. Horizontal shear --------------- 285 psi „ . C.W. CRIPPLE WALL � �' a 7. Connection of multiple-member beams: �2 - 3 x 0131 nai� N a >�� .. ., A. T o l o a d e d b e a m s �2 - 3` 14 ga ge sta pie t y pical face na�i DBL. DOUBLE a. Concrete design is based on the Building Code Requirements for Re�nforced Concrete (ACI 318) P n 11. Btocking between �o�st or rafters 3 - 8d common toena�l DET. DETAIL as adopted by Chapter 19 of the 2003 IBC. i) For members 12 deep or less, nail each member to the next with 2 rows of to top p�ate 3 - 3` x o.�3�" na�� DIAG. DIAGONAL b. Structural concrete shall have a minimum 28-da com ressive stren th of 3000 si. 16d nails at 12 o.c. 3 - 3" 14 a e sta Ie Y P 9 P ii For members reater than 12" dee � 9 9 P DWG. DRAWING c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing ) 9 p, nail each member to the next with 3 t2. Rim p�st to top p�ate sd at s (152mm) o.c. toenad DWL. DOWEL chloride salts shall not be used. rows of 16d nails at 12„ o.c. 3" x 0.131' na�l at 6" o.c. EA. EACH d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of B. Side-loaded beams 3" 14 gage stap�e at 6" o.c. E.J. EXPANSION JOINT Concrete Practice. i) For two or three member beams, nail each member to the next with 3 rows of 13. Top plates, �ops ond intersections 2 - tsd common face nail ELEV. ELEVATION e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. 16d nails at 12" o.c. 3 - 3" x o.t3�" na�� ENG. ENGINEER f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and „ 3 - 3" 14 gage staple spaced at 10 bolt diameters unless noted otherwise ii) For four member beams, bolt through with 2 rows of 1/2 diameter bolts at EQUIP. EQUIPMENT 14. Continuous header, two ieces 16d common 16" o.c. alon ed e g. Concrete floor slabs on grade and on metal decking supported by steel framing shall have sawn 12" o.c. p 9 9 EQUIV. EQUIVALENT or tooled control joints at a maximum spacing of 15'-0" in each direction. Locate control joints iii) For members consisting of more than four members, contact structural 15. Ceiling joists to plate 3 - 8d common toenail EXSTG. EXISTING along column grid lines where possible and provide slab isolation joints around columns. engineer. 5 - 3" x o.131" nai� (E) EXISTING o. All lumber used in construction shall have a maximum moisture content of 19�a 5 - 3" 14 gage staple h. Concrete coverage for reinforcing steel: EXP. EXPANSION Framin Notes: 16. Continuous heoder to stud 4 - 8d common toenad 1. Concrete cast against and permanently exposed to earth:3" P• 9 EXT. EXTERIOR � 2. Concrete exposed to earth or weather: 1. Exterior walls: �7. Ceding �oists, �ops over partions 3 - 16d common m�n�mum.�Table 2308 t0 4.1 tace na�l F.D. FLOOR DRAIN A. All exterior walls are 2x6 studs � 16" o.c. to a maximum hei ht of 12'-6", 2x6 4 - 3" x o 131 na�� A. #5 bar and smaller 1 1/2" 9 (see sect�on 23o8.to.4.t, Table 23o8.to.4t) . FDTN. FOUNDATION studs C� 12" o.c. to a maximum hei ht of 14'-6" and 2 2x6 studs � 16" to a 4 - 3 14 gage stap�e � B. #6 through #18 bar 2" 9 � � )- FLR. FLOOR 3. Concrete not exposed to weather or in contact with ground: g p p p 9 �• P 3 - 16d common minimum, Table 2308.10 41 face na�l maximum hei ht of 17'-4" unless otherwise noted. Ca with a double to late 18. Cedin �sts to arallel rafters FRMG. FRAMING installed to rovide overla m at corners and at intersections with other artitions. (See Section 2308.10.4.1, Table 2308.10.4.1 4 - 3" x 0.131" na�l � � A. Slabs, walls, joists (#11 bar and smaller) 3/4" P PP 9 P � 4 - 3" 14 gage stap�e FTG. FOOTING If overla is not ossible, stra to lates with metal stra ties Sim son ST292 or 3 - 8d common toena�� •r-I B. Beams, columns 1 1/2" P P P P P P P GA. GAUGE equivalent). 19. Rafter to plate . „ GALV. GALVANIZED B. Gable-end walls shull be balloon-framed to the bottom of rafters or end-wall (see section 23os.�o.�, Table 23os.�o.i) 3 - 3 x o.�3t na�� REINFORCING STEEL: 3 - 3 14 gage staple GEN. GENERAL � � trusses unless approved by engineer. 2 - sd common face no�� G.L. GLUE-LAM � a. Detailing, fabrication and placement of reinforcing steel sholl be in accordance with the B,�J C. Floor or roof framing members must be aligned to bear within 5 inches of the 20. �" diagonal brace to each stud and plate 2 _ 3" x o.t3t" na�� GYP. GYPSUM/GYPCRETE � �-1 O Manual of Concrete Practice. studs beneath. �� P 9 9 � 9 �p� � / p 2 - 3" 14 gage staple HDR. HEADER b. Exce t where otherwise noted on the drawin s, reinforcin bars shall conform to ASTM D. Provide 7 16" thick APA rated sheathin I ood or OSB rated 24 16. ex osure 1, . ■ Specification A615 and shall be grade 60 except ties, feld bent bars where perm�tted by note on at exterior face of exterior walls. Block all horizontal �oints and nail panels with 8d 2�• �� x 8 sheathing to each bearing wall 2 - 8d common face na�l HORIZ. HORIZONTAL F-� � � 22 �der than 1" x 8" sheathing to 3 - 8d common face nad HT. HEIGHT � O �{ : plan, or bars to be welded, which shall be grade 40. nails spaced at 6" along panel edges and at 12" along intermediate supports. �.� each bearing wall INT. INTERIOR c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer 23. Built-up comer studs 16d common 24" o.c. INV. INVERTED � r�-1 ` , specifically approved by engineer. and one 2x6 king stud each end, unless otherwise indicated. 3" x 0.13t" na�� • K KING STUD � Q d. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a minimum F. At beam bearing locations in stud walls, provide multiple-stud posts equal to width 16 o.c. ' _ ' of one full mesh plus two inches. Laps shall be wired together. of bearing member unless noted otherwise. 3" 14 gage stap�e ts" o c. JST. JOIST � � � �- e. Metric bor size conversion table: 24. Built-up girder and beams 2od common at 32" o c face nail at to and LAM. LAMINATED O 2. Roof Construction: P LLV LONG LEG VERTICAL Q� � METRIC INCH-POUND A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install 3" x o.13t" nail at 24" o.c. bottom staggered on � � 3" 14 p " opposite sides LONGIT. LONGITUDINAL � #�� #3 sheathing with long dimension perpendicular to rafters or trusses ond end joints gage sto te ot 24 o c. #13 #4 staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along LTWT. LIGHTWEIGHT • #16 #5 2 - 2od common face nail at ends and at LVL LAMINATED VENEER LUMBER � #19 #6 intermediate supports. 3 - 3" x o t3t" na�i each splice ,� #22 #� 6. Plywood sheathing shall be applied continuously over the primary roof inembers 3 - 3" 14 gage staple LSL LAMINATED STRAND RIM MATERIAL H � (rafters or trusses) below overframed areas to provide adequate lateral stability. MAX. MAXIMUM #25 #8 25. 2" planks 16d common at each bearing MECH. MECHANICAL � � �� C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. MAT'L MATERIAL � � �■v #29 #9 26. Collar tie to rafter 3 - 10d common face nad See nailing schedule. . „ �32 ��0 D. Provide solid blocking between roof rafters. trusses and lookouts at all bearing 4 - 3 x o.t3t na�i MANUF. MANUFACTURER � � #36 #» locations. Blocking material shall match rafter, truss chord, or lookout material. 4 - 3 14 gage staple face na�� MIN. MINIMUM 27. Jack rufter to hip 3 - 10d common toenad �N� NEW � STRUCTURAL STEEL: 4 - 3" x 0.131" nail GENERAL REQUIREMENTS: 4 - 3" 14 gage staple NOM. NOMINAL � -F-� a. Structural steel shall be detailed, fabricated and erected in accordance with the most current O.C. ON CENTER � O editions of AISC Specifications and Code of Standard Practice. a. Structural erection and bracing: The structural drawings illustrate the completed structure with 2 - 16d common face naii OPNG. OPENING b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles all elements in their final positions, properly supported and braced. The contractor, in the proper 3 - 3" x o.131" nail OSB ORIENTED STRAND BOARD � shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade sequence, shall provide shoring and bracing as may be �equired during construction to achieve the 3 - 3" 14 gage staple F1? PLATE � B or ASTM A501. �nal completed structure. Contact structural engineer for consultation (not in contract} as 28. Roof rafter to 2-by ridge beam 2 - 16d common toena�� PLYWD. PLYWOOD c. Tube shapes are actual size as specified on plan. Pipe sizes indicated on plan ore nominal required. 3 - 3" x o.t3t" nail PKT. POCKET � , (approximate inside diameter) and refer to AISC pipe schedule dimensions. b. Shop drawings: Submit shop and erection drawings for structural steel. miscellaneous steel, steel 3 - 3" 14 gage staple R.O. ROUGH OPENING d. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts deck, and modular unit framing to engineer for review prior to fabrication. This review is for RAD RADIUS ; used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted general compliance with the intent of the structural design. The architect and/or contractor are 2 - �sd common face nu�� REF. REFERENCE otherwise. responsible for checking quantities, dimensions and coordination with other trades 3 - 3" x o.13�" na�l REINF. REINFORCE REINFORCEMENT ' e. Bolts used in structural steel framing shall be the break-off, torque indicating type, or torque c. Dimensions: Check all dimensions against architectural drawings and modular unit drawings prior 3 - 3" 14 gage stap�e , � inspection shall be provided as required by the budding inspector. to construction. Do not scale drawings. 29. ,loist to band �oist 3 - 16d common face na�l REQ D REQUIRED f. Typical framed beam connection shall consist of pairs of 1/4" angles using the maximum number d. Construction practices: General contractor is responsible for means, methods. techniques, 5 - 3' x o�3t" nai� RET. RETAINING se uences and rocedures for construction of this 5 - 3' 14 a e sta REV. REVISION of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). q P project. Notify structural engineer of omissions 9 9 p1e R.S. ROUGH SAWN g. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent with or conflicts between the working drawings and existing conditions Coordinate requirements for 30. Ledger stnp 3 - 16d common face nad mechanical electrical lumbin enetrations throu h structural elements with structural en ineer. 4 - 3" x o.t3t" na�� SCHED SCHEDULE the following minimum embedments: / /P 9 p g g' 1/2" diameter ---- 2 1/2" Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall 4 - 3" 14 gage staple SECT. SECTION 5/8" diameter ---- 3" be in accordance with the latest editions of the IBC/IRC. 31. wood structural ponels and particleboard.b t/2" and less 8dG' (per KRM)q SHT. SHEET 3/4" diameter ---- 4" e. Details not specifically shown on the drawings shall be constructed in a manner similar to the Subfloor, roof and wall sheathing 2 3/8' x 0131" no��" SIM. SIMILAR details that are shown for like conditions. These items shall be brought to the attention of the (to frammq) 1 3/4" x �6 ya9e° S.I.P. STRUCTURAL INSULATED PANEL h. Epoxy anchors called for on the drawings shall be Epcon or Rawl or Simpson or approved structural engineer as soon as poss�ble for approval. Approval shall be obtained prior to ts/32" to 3/4' 8dd (per KRM)q SPEC. SPECIFICATION n „ „ ,� �� „ equivalent anchor systems. Minimum embedments� if not specifically indicated on the drawings, 2 3/8" x o.�3�" nai�P � , installation. 2. 16 o sQ. SQUARE desi ned b KRM _ a shall be according to the manufacturer s specifications. 9a9e g y i. All welding shall be done by an AWS quali�ed welder. f. It is the responsibility of the contractor to contact the structural engineer at the appropriate 7/s" to �" 8d° STD. STANDARD $ „ time to perform site observations visits. Observation visits to the jobsite by the engineer are for STL. STEEL drawn by STR o j. Delay paintmg within 3 of field welds untd welds are completed. determination of general conformance with the construction documents and shall not be construed � t/8" to 1 t/4" tOd' or 8d° STRUCT. STRUCTURAL k. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer as ins ection. Sm le Floor combination subfloor- 3 4" and less 8d• q � p 9 ( / (per KRM) checked by ,f, shall be galvanized and shall be attached to the foundotion with galvanized or stainless steel g. Though every effort is made to provide a complete and clear set of construction documents, under�ayment to framing)• 7/8' to 1" � 8d a e T TRIMMER °o expansion anchors discrepancies or omissions may occur. Release of these drawings anticipates cooperation and � �/8" to � �/4 1od or 8d T&B TOP & BOTTOM ISSU2d � continued communication between the contractor, architect and engineer to provide the best 32. Panel s�ding (to framing) t/2" or iess sd� T&G TONGUE & GROOVE � GROUT• possible structure. These drawings have been prepared for the use of a qualified contractor 5/8" 8df T.O.C. TOP OF CONCRETE / P q YS P� 33. Fiberboard sheathing9 1/2 No 11 h T.0 F. TOP OF FOOTING PERMIT 07 13 O�J ex erienced in the construction techni ues and s tems de icted. .. l 1 v� a. All grout beneath column base plates and steel beams at bearing shall be non-shrink, yage roofing nail T.O.L. TOP OF LEDGE PRICING 08 03/05 3 6d common nail � non-metallic type grout. Grout shafl have a minimum compressive strength of 2500 psi. No. 16 gage stap�e' T.O.M. TOP OF MASONRY W 25/32~ No 11 gage roofing nail" T.o. TOP OF REVISED 09 f 15/05 U 8d common nail T.O.W. TOP OF WALL a EL DECK: � No 16 gage staple� � a. Steel floor deck shall be the depth. gauge and rib type indicated on the drawings. 34. Intenor paneling t/4" 4d� TRANSV. TRANSVERSE c., b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A.446 having a minimum 3/8' sdk o yield strength of 33 ksi. TS TUBE STEEL COLUMN o c. Deck shall be manufactured and erected in accordance with standa�d recommendations of the NOTES TO TABLE 2304 9.1 TYP. TYPICAL � Steel Deck Institute. Fo� SI: 1 �nch = 25 4mm 2 3/8" x 0.113" nads a�d 3" x 0.131" nads are standard 8d and 10d Gun nads U.N.�. UNLESS NOTED OTHERWISE � d. Weldin atterns and details shall be indicated on the manufacturer's sho drawin s Re uired VERT. VERTICAL �e 9 P P 9 • q a. Common or box nads are permitted to be used except where otherwise stated V.I.F. VERIFY IN FIELD a diaphragm shear values or connection patterns are indicated on the structural drawings b. Nails spaced at 6 inches on ce�ter at edges, 12 inches at intem,ediate supports except 6 inches at supports where � e. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where spans are 48 inches or more. For nading of wood structural panel and particleboard diaphragms and shear walls, W.F. WIDE FLANGE � deck is used as a concrete form. the side of the deck in contact with the concrete shall be refer to Sect�on 2305. Na�Is for wall sheathing are permitted to be common, box or cas�ng W.P. WATERPROOF a� c. Common or deformed shank. � - phosphatized but not painted. d. Common W.W.F. WELDED WIRE FABRIC sheet � f. Openmgs larger than 6 in diameter shall be approved by the structural engineer prior to being e. Deformed shank. WD. WOOD cut into the deck. t Corros�on-resistant siding or casing nad. W� WITH �_ _ g. Use welding washers for deck with thickness less than 18 gauge. g Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. W�0 WITHOUT Y h Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and � 1 3/4 inch length for 25/32-inch sheathing. � i. Corrosion-resistant staples with nommal 7/16-�nch crown and 1 1/8 inch length for 1/2-inch sheathing and 1 1/2 inch c�� len th for 25 32-i�ch sheathin Panel su _ g / g. pports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). y j. Casing or finish nads spaced 6 inches on panel edges, 12 inches at Intermedlate supports � ' k. Panel supports as 24 inches Casing or �nish nads spaced 6 inches on panel edges, 12 inches at intermediate supports. o - I. For roof sheathing applications, 8d nads are the minimum required for wood structural panels o' m. Staples shall have a minimum crown width of 7/16 inch. � n For roof sheothmg applications. fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. � _ , � o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 '�_Y,. inches on center at edges, 6 inches at �ntermediate supports for roof sheathing C7 p. Fasteners spaced 4 inches on center at edges, 8 inches at inte�mediate supports J�B #0 5 4 5-21 � q. Items noted as "per KRM" have been changed from the IBC schedule to a more restrictrve reqwrement � r, / �% \ � � . +��`�L� �•��s 1 2 3 4 5 � � "4 °° . � =�° �'�� -� . ' � ' ��y o ° y� ; . � • 50'—�n �yo s X(� . r,�� , � 10'-2" 16'-7 3/4" 12'-6 1/4" 11'-4" A� 'G��` ��-� 5/s" �3'-� 3/s" �o'-s s/sn �'-s s/s" SEP 1 5 200� 2'-4 3/4" I i i I I � � � _ N —— — — —— — — — — — — — — — — — — — — — � � � I ( I - - - - - - - - - - - - - -I i U � Qpo°oo°o I I Z � � c� rna� I I � Zz^ ^ I °' °' I I � �01 � � � r��. � I � Z � �nwMx � L X-BRACE L X-BRACE �J � Q � o� o Q E — — — — — — — — — — i — — — E � �, � ��. I I � � I I o1 � � - - - - - - - - - - - - -I I � .� _i Z ��' � � - - - � — I I � ,�c� � O a�i \ � I �- - - - - - - - - - - - - - - L U N�°i �j r� I � � — � �ca rn � I I I � L � °° � � �` � 01 I I � � o ° rnrn I m � '�6� I I � L �OX � ` il Q � I Q i I II � �' ° Q � � Ul a >..... a I I � � � I � � I a a a I � \ � I j o 0 o j I `° � c� c� � I � � � I jl ° ° I ° j I I � � � �—INDICATES OUTLINE � ►� I � � OF STRUCTURE � I � i I ABOVE N � I I � I � � � � I 3�'�`�` I j I » I I . 3 • p1 N � � ,s, I I � ,. � I ,� ,�°1 r�o- � � .�°1 .�o ,�°, � L�° �, I L�� \�J X-BRACE L�� L�� I — '�" D - - T - �- -,- -_ - � - - - - - _- - - - _� - _- - _- - - - - - - - - -- - - - - -- - _ - � � .� � I I � "' I � M I I ._ � I I I I � �LS � � I � I � � � � � � � I � ' � i p1 I � � � . � � � '� •� � = � `�� _ � � I� � I \ � � C� ° � � I � �- � � s _ ( � w I � 00 �j Q '�- � � � � � I � � �-I � N � � m m � I N � O ' \ � I � a a � � N \ -�-� � . � o II I o o I 3" I I o � N ( � Q Q I � N � � � � d- I I � � I � ' �, ' �, � � ~� �� I ( '�j�/ '�j�/ � �p"� NORTH o � I I ` ` _ i i i - - - - - - . � � c� FO U N D A TI O N P LA N SCALE: � 4" = 1 �-o�� -; � „ , , 3„ , �-+ � PLAN NOTES � ( INDICATES MINIMUM I � PI R M T � `t I � E E BEDMEN � � 1. CONCRETE DRILLED PIERS ARE 18"s� AND SHALL BE EMBEDDED IN BEDROCK A MINIMUM OF , I 3„ � INTO BEDROCK � I � � O 3'-0 OR AS INDICATED ON PLAN. REINFORCE PIERS w/ (4)-#6�s FULL HEIGHT. �9� I i � O, ' lo, � o, � � � ' 2. X-BRACES ARE L4x4x1/4, DIAGONAL BRACES ARE W6x15. �OJ "� �`�� h� I � c�� , I L°' X-B R A C E L°' � X-B RA C E I �— � I ' 3. DO NOT SCALE DRAWINGS. C — — �— — — — — — — — — — C . — � — — — — — — _ _ — ---�— — — — — � . I "� INDICATES TOP OF M I � I _ I PIER ELEVATIONS FOR BIO PURPOSES, � � i � � VERIFY w/ SITE PLAN � � � i ( `° � � � I `t° a, � m m � o, I x x � I i I � •/o, I � '/o, I � ,/o� I `o� `o� `o� � B — — — — — — — — — --�— — — — — — B designed by KRM � drawn by STR � g -, W W � checked by � � I Q Q I I � N � m m � issued � v J J � � - Q Q ' � � z z VERIFY LOCATION OF �r PERMIT 07 13 05 °i � � c.�� ABUTMENT WALL w/ � PRICING 08 O3 O5 '3�. N o o SITE PLAN N � REVISED 09115/05 �;- � ' I ,y .� • .i� T.O.W. = SLOPES • .�``� I I �. I '' � T.O.W. = 110-0 �`, , , ��p�, T.O.W. = 108'-6 � � B.O.W. = 105'-4 `O� `O`° B.O.W. = SLOPES `O�` �� B.O.W. = 103 -10 N � �, q - - - q 0 � , 0 � Y i l � I i � I 0 � SS � � 5'-10 1/4" 6'-8» 4'-2 3/8" 10^ sheet c - a� �` ` 10'� 10'-2" 16'-7 3/4" 12'-6 1/4" ' " � � Y � 50'-g„ •�. 0 `� � � N ' � - � � 1 2 3 4 5 � � , _� _ Y � JOB #0505-21 . � 0 � � _ _ � _ �, �;,n� R E�� ti��'n•�q•� s�� • o o-��,, �•. � r V!``�`�, ccm _ � � � � 2 3 4 5 sY as�� . � � , . - ,� a :� o •��V . Gi� e �\ •��• ��\ r • NAL E 50'-8" 10�-2" 16'-7 3/4" 12'-6 1/4" 11'-4" ��p � 5 ��,�r 3» 1'-1 5/8" 2'-4 3/4° 1'-9 5/8° 5,� � ►- ao � V N •N � O � Z 00 c0 tD � � I I Z � J � �� _ 'D wU I I AN . W 16x26 80'-10 7 8 W 16x26 80'-10 7 a Z o � ,• Uj � � rnrn � �O � � �0 p� Q H � r � NOTE TO MODULE � � �, w�� .� � � �+'` MANUFACTURER. M Q � o � �o � � "� D�i' ~ .� z + PROVIDE SOLID � L ao �:%.� 00 �`+ a �` a RIM FOR LEDGER I � -� u�i � I � 5�' � .�•�� I � �`G' ATTACHMENT TYP. � � � � y _ 2 _ E Z �rn � — � s s4 0 �, � � � E — — — — — — T R+R+� � � � � � � � PREFAB MO LE BY OTHERS c� � � L �' � a, a, : - - - - - - - - - - - - - - - - T.O. PLYWD. = 82'- ° � x � � r- .� +� � rn rn �r � o = _ � m � •• � � � r... \ I � ^ � � � Qrn� ►� � -� o � � N a >�... � � o r � i o � o � � QH ' �, �� W 16x31 (80'-10 7 8) v �' � � _ � NT, � W 16x31 80 -10 7 8 � � � --�— — � r � r O� r I Y H � _ � � � o �`' " � _ � � � X o � 81 -10 � � c� '- cn � � T.O. DECK "� � � I � � � I S3 � S3 \ �y I I N N � � � I I I PREFAB MO LE BY IOTHERS r� N � � o � � T.O. PLYVIiD. = 82'- ^ X I � GO TYP• °O � I M � I � x � I _ � I s4 � � �� I 3 � � I J � � .r..� � _ _ — ,�OO MC 18x45.s (so'—�o �/s) _ , O coNT. _ OO , � � _ _ � _ — D � � � _ — � — --�_— — r- — —I— — —� I �,�� I � ��. � �° °c+°`+� I � � � �j � � I I I � �+°c+� �+°`+ j �+°`+ � U �.�� i � � � � o I I ��5��• ��,o�' ,��'��' � � � � � = � I � '�`Go �� . �, I I � ..� � � I I � � � I � I I � � � - ` � �– — –� i i 4) ,� i\ i i i � � i i i . i i i i i N ,� '—' � � i i , o �i � � � i � � � " � � � " i i i i ' `� � � i i i i � i i �-- - - - - - - - I +, i i � i � O - 3/4"0 THRU-BOLTS I� I I I I I I � � � 48" O.C. AND AT � �II I I I � 12" FROM END OF I I�I � I � I 3/16" BEAM, TYP. I I�� I I � I III I � sz�—, -- - - - � �° i i i i i ii— =— � i — — _ _= PRE-FAB - T.O. PLYWD. _ _ _ - -- = = = = = __ _ _ _ =��11 - MODULE -- — - - - - - - - - - - - - - - - - - - - — — I�IVIII - - - - - - - - - - - — �- - - BY OTNERS C — — — — � — — — — — - - _- - - - I I InlRlll I I I � so'—�o � s - - -- — -- - -- - - - �' II I I II � � I T.O. BEAM I I I I � � I � � � � ii � W 16x31 � � � I I I o� �' I I � I II � � I I I designed by KRM � � � � i � � drawn by STR a _ _ — _ _ � J L 4x4x1/4x0'-8 1/2 �, 1/2"x5x1�-6 _ _ _ _ _ — — — checked y N TOP AND BOTTOM B � 5'-10 1/4" 6'-8" issued M g � �0._2» is'-7 3/4" �2'—s i/4" ��'-4" PERMIT 07/13/05 a+ 3 16" 50�_$�� PRICING 08 03/05 / REVISED 09/15/05 3 W 16x31 ` oW 16x31 cJ. , � 2 3 4 M � � �i N � � i �� o NORTH � � o LOWER FLOOR FRAM I N G PLAN SCALE: � 4" = 1 �-0�� 3 . sheet � _ �. �/2"x5x�'-2 J L 4x4x1/4x0'—s �/2 PLAN N OTES: c TOP AND BOTTOM �` ' FLANGE 1. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � - 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. �w W 16x31 � 3. "OO " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. ° „ , ., 4. COLUMN SIZES ARE CALLED OUT AT TOP OF COLUMN, "CONT." COLUMNS ARE LABELED � ` � MOMENT CONNECTION SCALE: 3 4 = 1 -0 . FOR CLARITY ONLY, NO SPLICES. N_ �, �` S3 O t �. JOB #0505—21 � Y . � � � ri 1 ��r�J 0 RF�,�� ..,,� � � G��.RLY R ,��I'c�'� _ a� CZ. . , � � �� Z�y99� ,, � . r O�°s i� . (� �Sr��\�� N O R TH �✓A�'E�G�` M AI N FLOOR FRAM I N G PLAN SCALE: � 4" = 1 �-0�� PLAN NOTES: SEP I 5 2005 1. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. � � �1 U N 3. "OO " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. •� o 0 4. COLUMN SIZES ARE CA L L E D O U T A T T O P O F C O L U M N, "C O N T." C O L U M N S A R E L A B E L E D U � a 00 0 0 FOR CLARITY ONLY, NO SPLICES. Z � � o � � 1 2 3 4 5 � Z M ►� � � �;W �� M Z � � � oQ 50'-8" J .a� ~ o _ L 00 J��.V"i � 2x DECKING PER ARCH. CONT. 2x4 f� 10'-2" 16'-7 3/4" 12'-6 1/4" 11'-4" Z 'p, c DRIVE-PINNED TO � ^ BEAM � 16" � � �� M � 2x10's � 16" �J SOLID BLKG ' � 3 � 00 rn a� , � BRG J O I S T � 3/4"� THRU-BOLTS � � m �� C� 48" O.C. AND AT � � � I I L � � x 12" FROM END OF �. � a j vv 1/4" FITTED BEAM, TYP. WEB STIFFNER NOTE TO MODULE ' W 8x10 DECK BEAM ' MANUFACTURER. M � PROVIDE SOLID BRG. f� 1/2x4x0�-10�� RIM FOR LEDGER c� I PREF MODULE BY 0 dRS I I °p HSS 4x4x1/4 WELDED OR (2)-1/2 0 ATTACHMENT TYP. � T.0 PLYWD. = 91'-7 � THRU-BOLTS E — — — — — — — — — — — — — — E � 2'-6 x 2'-6 x 12" CONC. � PIER CAP AT LOCAl10NS 3 W/ STONE VENEER (SEE SEE SECT. 1/S6 FOR � � � �' I I I ARCH. DWGS.) TYP. BEARING DETAIL .- � M I `� Y �q \ ' J �% ^ N � - W � p � � N � � L� �J -� J I I � I v � � .� $" � -�- � � °`+� "' � � -F-� � cn � (4)-#6's FULL HT. w/ #4 � co (8)-#5 DWLS. x N I I TIES x „� 12" FROM o, ��' N I � �j O � ( I �� - � 91 -4 G TYP. 2 EA. SIDE OF PIER CAP 1� I M � � I O � � � � � ` � ) � � � � � T.O. DECK � I I � O � TOP OF PIER TO 6 -0 � I� X i � � PREF MOD BY TH R � r � BELOW GRADE, THEN � � - 00 � �' T.0 PLYWD. - �-7 ,,, � 18"� CONC. PIER II I 36" TO BOT. OF PIER � �/ � N lO � v � J O r � X , IN N � O 2 SCALE: 3 4" = 1'-O'� � � I I I � � , S4 o rl � � �-� 2 -2x12 �, " ~ � D — — — �r � � — — , — — — — — — — — � — ^ � � p� I �I '' CANT. ��ys, MC 12x31 '� (95'-3 7/8) �� CANT� �� - - - - D � � �\ I I I p S 0 �, I i I ' �) � � �r o�+ � 2�, �+ I � � a M ��°`+ � N � I +�+� �°c�, I i � i i M � i � o�' � � .�..� � I I HSS 4x4x1/4 u�i � I �' � G I � Q PREFAB MODULE I I I ' I � � � � BY OTHERS � I � .�. I � I � I I _ _�� MC 18x42.7 (MC 12x31 C� SIM.) - 2 -2x12 - � � 00 � o � � _ ==�'= = = � � � c° I � W n w � I ^ „ �" J L 4x4X1/4x0-8 1/2" �+'�` I 96'-3 � `� o t° �' o � "' � � 2 RET. / „ �i �+ T.O. DECK � ;� � � _ �n � � I . _ SEE PLAN _ 3 16 - - - - - -� `� �,�'G' � � p � °' °° °' °v' °° °' °: � � N T.O. STL. BM. o � r� _ � � I = �� I I �r o » FULL HT. N �� N � � o � N o ° co I � c� , SEEXPLANW12x 3��6 ' \ o I � � � � � a � � a N � o� � L 3x3x1/4x0-4 cv m 3 m I TEMP. ERECTION `}j 2 0 ° � I � � o � ° 3 I � SEAT, WELD TO COL. �'`� S 4 � � 3 � N � a a I i I I W 6x1 5 D IA G ONAL $ W�'�4� 53�4'� x112" ° � � � I BRACE „ w 1 � ANCHOR BOLTS IN 1"� HOLES KRM °' ON 1" MIN. SHIM AND GROUT I W designed by � � 1/4"x3"x4„ SHEAR TA6, -' � �� drawn b STR � CENTERED ON COLUMN � o I I y oM � � �4)-#5's FULL HT. „ _ � x � CANT � MC 12x31 , �0 (95'-3 7/8) CAf�T. , �Q I I checked by o COL. BRG. f�. 1/2 I / #3 TIES x�;0,.� 12 C - - `p�- - - - - - - - - - - - - C issued � x 6x0'-6 WELDED �p�l' � �+'� , � TO PIER BRG. f� fi � � p�+ �S �` in 3 ��5 L �'oti��+�+ � �+o�+� I P E R M I T 0 7/1 31 0 5 0 18"� CONC. PIER, � 18 � PIER �� `�G �� PRICING 08/03/05 a SEE SECT. 2/S4 " � � I � �' o`, I I I � REVISED 09115 f 05 � � i � � � N � ►°� ��4» � � g W 16x � o o I I I I I � � � — — g -- - - - - - - - - - - - - - _ i _ B � ° ° 6'-5 3/4" 3'-8 1/4" 7'_5�� 9'-2 3/4" 1'-10 1/2" a�i sheet �° " 10'-2" 16'-7 3/4" 12'-6 1/4" 11'-4" X3 �" " J L 4x4x1/4x0'-8 1/2 Y •� � MC 18x42.7 50'-8" � o c`� ' r, � y � SCALE: 3 4° _ ��-o�� 2 3 4 5 � ", r s4 � _ �� - Y '� W o JOB #0505-21 - � � , ,, ' � °''�� RE�'/ ' c��.� .,�. s�. . �Qs ��1.`( R. �'C..(�i • Z` ♦ •� . 4 5 �Y 2 � � 1 2 3 , . -�: . ,, tl . v, ��e� :�� \v ' •N�� \ � � 5o'—s" '�Nat E��' �o'-2n �s'-7 3/4n i 2'-6 1/4» »'-4" SEP I 5 200� 6'-5 3/4" 3'-8 1/4" 3'-7 3/4" 7'-6 3/4" 5'-5 1/4" 3'-11 3/4" 6'-7 3/4" 1'-10 3/4" � U � � � � � � � I I I I v � Q0000 JQOp00 Z .D W C� d� rn � C Z M M Z ' � � N W r.� � — — — � — — � — I — I — I — — — — — � Z � � ~ OQ a •L 00 J�� E � � OPEN TO I � J � � � � �rn BEI.OW Z O � � r i I I I � � � v � � �� I I I � � � 3 � � i i U PPER FL40R � � -� m � � � N O R TH � � -�-, FRAM I N G PLAN SCALE: � 4" = 1 �-0�� - ` ° J° ¢ -- - -- - - -- - - -- - - - � i a >�� --C3- — PLAN NOTES: � I I I I � \ 1. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � � � PRE- AB MODULES BY t�THER � I � � T. . PLYWD. 101 2. (XXX�-XX'�) INDICATES TOP OF STEEL BEAM ELEVATION. � °' 3. "O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 4. COLUMN SIZES ARE CALLED OUT AT TOP OF COLUMN� "CONT." COLUMNS ARE LABELED � � ( � FOR CLARITY ONLY� NO SPLICES. I I I ( � +�+,�\ti 2 �+,�ti � ��o� � s5 � � � ��+ � I I I � I I � � _ _ � � , Q — — — — � �i _ MC 7x19. 109 -0 � .� � � �+�� ' � � + ,os'—o �°c � -�—� I I q O.PER METER �� o I I � �j Q � I T.O. LANDIN = 100'-10 5, (OVERFRAME STAIRS) � � � � � �. �C • � � i� � Q fi � � � � � �- /� \ �"� j " � I � � N � � .� O ^ I °� I �` � "' � ° � � �' 3 b� � � w � � � r � � `� � � N /1\ O , o � � r \ N O •— � \ N I� � N \ W r I , � Dc '`� � �'�"� � � F.D. 108 -9 F.D. � 108 - +1 p�+ N � r-1 I � � � N � N X M I ��+� � �+ � � I Gj � � M..�� ( C� � � .�— � x .r� � � � � �� 3 3 SLOPIN ONC. SLAB � � H� � �.2�� a..p�� _ _ _ � �� w/ #4's C�D 12" EA. Q , �� Q � . � � � WAY OVER 2"x20 � GA. COMPOSITE STEE ^ _ DECKIN VULCRAFT �t-� � �� 2VLI20 EQUIV.) X � N I� �� M F� � � � � DECKIN �o � �o �,��' �n � O ,,�� ,_�„ 3" � ��g ia � `� MC 7x19.1 0 1 '-0 � HQ OH H � - , � - �- � C - - - I I ANT.��q> O� W 16x31 O„' (108'-9) , � ��` OH � r W16x31 � � � - - C � ' MC 18x42.7 T.O.W. AND T.O.BM. T.O. BEAM = 1�08'-9 0�+ � BEAM -�-�`+ � � I � � - yy��2�_��2"�X4" SLOPE TOGETHER (TYP. � W 12' AT GARAGE � � �`+ 2 SPLICE c.� I I "�' ° H.A.S. � 24" WALL) I �� S6 �� I � PROVIDE CONCRETE � � o o w o o c� � _ 2 1/2"x3/16" MCNICHOLS PAN PER T.O.V. REQUIREMENT� i� � a X N Q N N � GW-250 OPEN STEEL GRATING (NOT SHOWN) � m � � m � � � � °' I � ys XI 3 3 XI 3 3 I � i I � I I `r A T.O. BEAM = ys T.O. BE M = 'S'SS � � T.O. BEAM = 108' 6 1/2 » �a�= I I +�+� ios'—o �/2 sPUCE g+��.� �o�'—s �/2 ��-g�,r� I � 1/4 FITTED WEB A , � S1IFFENER EACH W 12x30 �. � #5's VERT. � 24" W 12x30 W 12x30 SIDE, T�. � 6RG. B — — � — � � — — � — B designed by KRM ^ F # L3x3x1/4 x 0'-4,EA. 3 • � � T.O. BE M = drawn by STR `�-' W 12x30 ao � SIDE W/ (2)-1/2 � x M 1 2 CAP R W/ I• � 4 EXP. ANCH. S6 3�_g„ 16'-11 1/8" 0 3' 5 5/g" 12'-6 1/4" 107'-6 1/2 2'-8 1/4" checked by / " a � '^ (4)-1/2"� THRU-BOLTS � � BOULDERS 2'-0 MIN. � 2 1/2"x3/16" � � � � � ISSUeCI c°.i HSS 4x4x1/4 ° � z z z z � � DIMENSION � GW-250 MCNICHOLS o 0 0 `r' N 110'-0 I OPEN STEEL GRATING � I � � I � � N PERMIT 07/13/05 o W6x15 DIAGONAL v► BRACE � #5�s CONT. HORIZ. � 16" o ROADWAY T.O.� BEA = TYP. T.O. BEAM= 3 � ,�,�i",i 'I � 109 -6 T.O. BEAM = 108'-3 1/4 o PRICING 08/03/05 �� \ 1 ( 6 s x 8-0 � EA. PIER 8 CONC. WALL _ T.O. BEAM = 108 -10 3/4 � I�-' 1/4"x3"x4" SHEAR TAB� � ��'`!��%�%�°:` 4�-# � � » T.O. BEA � a CENTERED ON COLUMN � �''�o,;�a� ( , 109'-1 1/8 S5 T.o08.� B8�$ i�0 a�AM= ,_ REVI SED 09/15/05 � _ (2)-#5 s CONT. 109'-3 1 2 108 6t � . HORIZ. � TOP & BOT. , 0 ,� ,� �, � � � � � � � ROADWAY � � I N z � /� — — — o � �. �_� A � � 2'-4 3/4" 3�-3 1/4" 2'-8 1/4" 1$' Bs AM= � 4" FORM VOID CONT. T 0. BEAM = 110'-0 o :- � SEE SECT. 1/S4 FOR � t I BELOW WALL BTWN. TYP. BEARING DETAIL I (4)—#6 s FULL HT. w/ #4 I ( PIERS 6 -5 3 -9 2 -3 6 0 6 0 6 -4 2 -11 8'-7 3/4" ` , ,� , .. , » ._ » ._ „ � ., , M 0 II II � � L� �J TIES x ��'�„� 12" FROM ( I ,_ „ �_ ~ 12'-6 1 4" , „ I � , 18°� CONC. PIER � I ( I �"�11 10 2 I 16 7 3/4 � / I 11 —4 �"' sheet � .,��i�i��i��i��i � � �� _ '�'��i��i��i�� TOP OF PIER TO 6'-0 I i,r�i I �` _ ��,�\ BELOW GRADE, THEN � � ( 36" TO BOT. OF PIER U _ �C �° 1 2 3 4 5 � N 6 O � ,r,- „ 1 SCALE: 3 4" = 1'-0" o � � � _ - S5 � � �� JOB #0505—21 � . o � ' , �, �� . CON T. CAP HSSSx2x1/8 �� ' �� r ,� .� �� „ �oa � � � � T =� , HSS4x4x1/4 � 6'-4 O.C. ' ;r `3y : � • -� , � ,�, �� . � � o HSS4x4x3/16 CONT. RAIL c�`� ,•�c�,`�� •• ..•• � � A� �' N INFILL w/ HSS1 x1 x1/8 � 4" �'N EN O.C. PER ARCH. ELEVATIONS CONT. HSS3x3x1/8 SEP I 5 2005 CONT. EDGE L 2 1/2 x 2 1/2 x 3/16 2 3 4 � c � � 3 16" 2" � 12" 2 1/2"x3/16" GW-250 .N o N � o N z oo co c� � a p a�0 0�0 Z -� � U � � `�j (4)-1/2"0 THRU-BOLTS W12x30, TYP. �j o Z o �^, �^, � � N w Z �1 i-.� C OO � pQ �-- •� 00 J..M.�� _I � WELD TO TOP AND BOT. � � FLANGES OF W12x30 „ � Z � AND TO CONT. EDGE L 3�16 � � N N �M� 1/4" FITTED STFNR. W 1 2x 3 0 3 �� EA. SIDE OF WEB 1/2" CAP F�„ w/ � +' o ° rn rn r (4)-1/2"� THRU-BOLTS E _ _ _ _ _ _ E � 3 � o x L4x4x1/4 X-BRACE +' � Q rn � � Ul O.. >.... 3/16" LOW ROOF FRAMING IS PART OF PREFAB MODULE BY OTHERS HSS 4x4 COL. � 3 SCALE: 3 4" = 1'-0" S6 I �1 � MC7x19.1 I � .� I I � � I I � � O LINE OF STUD � 3/16" � WALL BEYOND I I � ■ (� '" � 2 1/2"x3/16" I I SLOPING CONC. SLAB w/ � � O � r X GW-250 MCNICHOLS �109-� � � #4's C� 12" EA. WAY OVER � - - 2 _2X� � �� 2 -2X�2 � - - � � ,, OPEN STEEL GRATING T.O. SLAB � 2 x20GA. COMPOSITE r `�� r , � � "� ` I I STEEL DECKING � QB INV. QB „ 2`6N S „DS C�D�1 "" ` INV.QB �-� O ,- , ,{ _ — — —— � � ►--+ � �08�-9 � 4 ° _ � I � O T.O. STL. g , a . a � � °° 108'-5 ° � � - . � T.O. STL. � �+ Q r� �-Yp � ., � CONT. 2x12 STRUCTURAL � 1� � 12� � 6�� ~ r---I OO SUB-FASCIA, TYP. � `� m � •r-1 W12x30 M ° I � C� • � � W16x31 � � � W14x22 I � i`�' Q' S6 ` �L+� 1/2" CA,P F� w/ v � 1 �' 6' ' �� .{� (4)-1/2 � THRU-BOLTS 2x12 LOOKOUTS x 8'-0 CD 24", TYP. � 4 -1 4x 6 L L R 5 1 8x1 1 G.L ;' CONT. Q BRACE DIAGONAL . � O�P � � 1/4"x3"x4" SHEAR TAB, � �_2 �2 CENTERED ON COLUMN ( LOP NG) � �_2 �2 ( LOPI G) 2 -2x12 � � � O O INV.OB� � � HSS 4x4 COL. BEYOND a � �D EXTERIOR HEADERS ARE: � � J�. I I \ (3)-2x10's W/ (1)-2x6 � 2 SCALE: 3 4" = 1'-0" � � � � � V � � � \ TRIMMER AND (1)-2x6 S6 � 1� �� I I \� �+ J�' J C�TYP. � � ,`� • �,��+� UN E S NOTED OTHERWISE � O � 2 -2x12 `� , � (3)-1 3/ 11 7/8 LVL R+� I I � C - - X QB INV. � �l. � R �+ �.. �� - - C � + � �J L�',Q- X � ��. 1 c� Q ` G' `� ` ' '' L`�' Q• X � v TYP. C � N rOC TYP. TYP.OC � � OO TYP. G- c� � CO TYP. K R M d � N r o esigned by ,� drawn by STR M 2x�2's C� 24" TYP. checked b ,�, AT DORMERS y 0 N I � � issued �, � ° PERMIT 07/13 05 � � PRICING 08/03/05 a 12 2 3 4 REVISED 09 f 15105 � �6.5 N (2)-2x12 o DORMER RIDGE QC TYP. � ° NORTH Y ROOF FRAMING PLAN SCALE: � 4" = 1 �-0�� ; 0 � � ��7 PLAN NOTES: v / 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: sheet � + C O ��/ (4)-3/4"� -- - -- - - � 2x12's � 16" � ` : THRU-BOLTS 2. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � RIDGE BEAM o = PER PLAN 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. � � 2x12 EA. SIDE OF , � - DORMER RIDGE 4. " Q " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � N . i lA ► O - � ` , � � SCALE: 3 4" = 1�-0" � = � S6 � o � JOB #0505—21 � \� � � GENERAL NOTES ' 1. PROJECT BENCHMARK: SEWER MANHOLE 058 INVERT ELEVATION = 100 00 PER THE �� TOPOGRAPHIC MAP PREPARED BY ELDRIDGE LAND SURVEYING (JOB No. 5022) ° 2. BUILDING TIES ARE INDICATED IN PARENTHESIS. 3. THE SUBJECT LOT IS WAS GRANTED A VARIANCE FROM SECTION 12-6D-6, SETBACKS, VAIL TOWN CODE, BY THE COMMUNITY DEVELOPMENT DEPARTMENT LOT 8 DATED MAY 9, 2005. ALL SETBACKS TO BE VERIFIED PER VAIL TOWN CODE (VAIL INTERMOUNTAIN 4. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT DEVELOPMENT SUBDIVISION PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD BLOCK 8) RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY SECURITY TITLE GUARANTEE COMPANY, ORDER No. S0180975, DATED NOVEMBER 06, 2006. GRAPHIC SCALE / 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 10 0 5 10 20 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 SHOWN HEREON. ( IN FEET ) / 1 inch = 10 ft. IMPROVEMENT LOCATION CERTIFICATE i HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR PREMIER COMMUNITY HOMES � � � THAT IT IS NOT A �AND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS LOT 18 IMPROVOEMENRELIN SUPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE tl (VAIL INTERMOUNTAIN �� DEVELOPMENT SUBDIVISION I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON BLOCK 5 & 6) � \ THIS DATE, 11/03/06, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE � � BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS 1 / � p UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, .�, `�' EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY ^GJ.'� ��,� � � EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. � a• / � � � � /PG�199 / \ (VAIL NOTERM ONTAIN DATE:------------ 0��0� REGISpF ----------------------- �..o.� ��1 � O O�,QPG� � � \ s� DEVELOPBLOCKSSj DIVISION c,�:�• T B/�G'.� Q LORADO P.L.S. NO 27598 F RENT BIGGS ��C'�`po� � � GT 6 j�, �� 7598 �•i / � \ ��rr �s,, F,�I 9�p�:�`� q s • e.. ..••'�� / \ raoo�o oRq F ` sj��Al LAN�S / LOT 19 � �8,oq�cF� ��j LOT 16 (VAIL INTERMOUNTAIN (VAIL INTERMOUNTAIN / / DEVELBLOCK 5 &661VISION �F�9�FMFNT,�' OEVELOPMENT SUBDIVISION � � BLOCK 5 & 6) / � 01957 ACRES ` �2935 �� \ / \ � / \ ��,� \� � � � / \ �9 �a\� ti � / � � WOOD � �i� / \ 1. DECK � � �i � � \ / � � ,�- � . � ,,%' � � / ,�- / � � , � ,� F.F, LOWER LEVEL �- / �`,/ / °� = 82 1' �•+� i� O � 3-STORY WOOD FRAME � � FOUND ALUMINUM CAP �� / � � //1,yti �p (UNDER CONSTRUCTION) n•��1^� L.S. No 5447 ' � i � � ,�r � G �� , c��v ,�o�'I ' / �' Q � ' / /��j-\ a \ ��° �/ � , �� ,9 ` > � t"�� / /� '�i � �t9' ��-f-�O,Q � \\�� /� ��– R �i qi �°'• '��' 6 � � � 6 � s' ' ,,�i Ac�F� �� by � ��G�/ / RIDGE HEIGHT � � ` //�/ /�� / / ' LOT 17 � � '9,��F�� v s9� ��G� - 123.s ` /�� /�� (VAIL INTERMOUNTAIN O� >'� �, � �, / / ' DEVELOPMENT SUBDIVISION .� \ .�1 'p• ,; 'o. � \ e; `'�\ /� � ; BLDCK 5 & 6) �' D�� 6 �� + �� "N cv �/ _ Lti �1� � � � \ � RIDGE H 23H� F.F GARAGE � •� ` // � // �\�� ac�`�,�o = 109.0� / � ` // �Q / \ m' _`` / � � F.F. MAIN LEVEL �'V'` �'`�j�'• � 1 � / \ � 65/ � 96.6' •� .T1P / / ' \ \V� r � � v ��\�G��> �� F.F DRIVEWAY � � �"'u►J �j�6 G�P�S��J �� / = 109,4� � ��=--_� ��s \ ��PO�,�G i' � o I �� .� ` ��. � �� 9�' �/ JP� ` �� a J � i� � � � � \ 11�'��l ` �/ k ry �/ ��1/ \�\ ��—� '�� O o ` �� G_ Q� � -- � � f , � /� �� p,�po � �__ ___ _— — �� FOUND ALUMINUM CAP CONCRETE /� � G `5 r�� L.S No. 5447 WALL /� ACj�� \ %%� � �� / � q�, � / / / F F DRIVEWAY pR�VE ` i' _ „o z , WBERRY / s �� A0 w) �� SANITARY MANHOLE 058 � �,v (5�� R'�� \ PROJECT BENCHMARK / //� ASSUMED ELEVATION INVERT OUT = 100.00� //� (SEE NOTE 1) ��' / �� / --�' / � � / �� / / I ' / / \ / — / �/ ___ �_ �_� — — / / / / — —.- -- / � �'-- - �� _.—� ��iilR� ��.,`�, � / // � o �� .�.' �TAFF A�P R01fA�, � � � N � �/ � ' #f �, . �' ` 4��- c� � � �� i � � � / . .--•-a-.._: � ` � � i �`��F• ��' _ � � / � i � / �o / /�� /�i� � � i i � �� IMPROVEMENT LOCATION CERTIFICAT _ � �� , LOT 19, VAIL INTERMOUNTAIN Q , _ �� ' DEVELOPMENT SUBDIVISION, BLOCK 5 & 6 C� � � �� 'fi�' �' �� TOWN OF VAIL i _�7''ri�=;'N'� , ','�;' / wv , � � �ry4;�:,�E�;, _�� .�: � �� EAGLE COUNTY, COLORADO � _ � � ,� PEAK LAND CONSULTANTS, INC. e, � � DRAWN; JVK III REVIEWED: BB � PEAK LAND SURVEYING, INC /� SH EET 1 Of 1 � 970-476-8644 FAX 970-476-8616 / � ,000 uoN'S RIDGE LOOP VAIL, CO 81657 � DATE; 11/10 06 PLC JOB#; 1445 d 0 � .� a '� � S--�zz � � 9 �' GENERAL NOTES - FLOOR PLAN : �i N uw O t. ALL CONSTRUCTION TO BE COMPLETE� PER GOVERNING CODES. !y � V 2. ALL EXTERIOR WALLS TO BE 2 x 6 CONSTRUCTION � U O EXCEPT AS NOTED ON THE PLANS (AND ON THE STRUCTURAL ,��:/ a�nNS.� s60 AR�+�\, 3. REFERSTRUCTURALPLANSFORALLSTRUCTURALNOTES, O SIZES AN� DETAILS. rn e ��„ �� 4. THE GARAGE SHALL BE SEPARATED FROM THE RESIOENCE AN� . � 6., �k. ITS ATTIC AREA BV NOT LE55 THAT 1I21NCH 6YPSUM 80ARD ' - APPLIED TO THE GAR4GE SIOE. GARAGES BENEATH HABITABLE _ ROOMS SHALL BE SEPARATED FROM THE HABITABLE ROOMS ABOVE BV NOT LESS THAT 518" TVPE 'n` GVPSUM BOARD. U WHERE THE SEPER4TION IS A FLOOR-0EILING ASSEMBLV, THE STRUCTUftE $UPPORTING THE $EPARATION SHALL AL50 � ' BE PROTECTED BY NOT LESS THAN 1l2" 6YPSUM BOARD. O Q A9 5. THE OOOR BETWEEN THE GARAGE AND THE HOUSE SHALL BE � 1 318" (MIN.) THICK, SOLID CORE W00� DOOR WITH A CJ 3T-B" CLOSER. PROVIDEWEATHERSTRIPPMG. � � � � Q > mm J 6. THE REQUIRED EXIT DOOR MAY ONLV HAVE A SINGLE RISER � ¢ o m 3'-0" 79'-p" (MN(IMUM 1314' FROM THE TOP OF THE THRESHOLD) TO A � , m `� SURFACE �UALIFVING AS A LANDING (MINIMUM 36" IN LENGTH). o . m o � qo � ]. STAIRS MUST HAVE A MINIMUM TREAD OF 701NCHES AND A W � (�j " � �°n > MAXIMUM RISER OP ] 3/4" a/ � '� � � � d U m °i � 8. THE WALLS ENCLOSING SHOWERS MUST HAVE A WATER � � ro N � O O RESISTANT BACKING TO A MINIMUM HEIGHT OF 60 INCHES L L � � � A80VE THE WALKING SURFACE. r . a r � � 9. THEFLOORSAN� WALLSCOMPRISINGTHEBWLOINGTHERMAL U (4d O � ENVELOPE MUST BE PROVIDED WITH VAPOR RETARDERS W � O � ON THE WARM SIOE � o V 1� U U ._ N = U `y� 10. CLOTHES DRYERS MUST BE PROVIDED WITH A MOISTURE 2 E%HAUST SYSTEM THAT VENTS TO THE EXTERIOR. IT MUST ( � v ,� � 3 � � � � � � � DUCrTI15 TO EI DETERMWE BV THE DRYER MANUFAOTURER `�' m � o ro Y 0 III Y II O PE N TO III Y II � E w ( THE MINIMUM DUCT DIAMETER SHALL BE d INCHES). � � ro � 3 U = I I II LIVING RM . II I II I B � � 11. SHOWERSANDTUB/SHOWERCOMBINATIONSMUSTBEEQUIPPEO � C ' Z III � II II � II 'ne V w WITH CONTROL VALVES OF THE PRESSl1RE BAL4NCE, � O 0 J � _ � BELOW � � � THERMOSTATICMI%INGORCOMBINATIONPRESSURE W — = _ L — J � � BALANCE / THERMOSTATIC MI%ING VALVE TYPES WITH HIGH LIMIT � � d O µ � STOPS SET TO LIMIT WATER TEMPERATl1RE TO A MAXIMUM 9 � y � r ` K� OF 13� DEGREES. ° �J s Z m " � m I ^ '�y' 12. THEWASTELWEFROMADOMESTICDISHWASHERMUST W � � uio � V ' DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK �y � . m A � INTO S STANDPIPE, A WASTER RECEPTOR, A WVE-eRANCH y� U • � `o �, FITTING ON THE TAILPIECE OF THE KITCHEN SINK �R41N � "!�j o OR THE DISHWASHER CONNECTION OF A FOOD WASTE GRINOER. LOFT — # W m 13. ALL GLASS 18" A.F.F. OR LE55 AND IN OTHER HAZAROOUS Q • m v u IOCATIONS IS TO BE TEMPERED. J a ° O - C. TILE r — � r = � r�c — �&� r — � LDY. 14. PROVIDE BLOCKING AT ALL CLOSET ROOS AN� SHELP 0 �/ � I ' ' I � °� ANO BRACKET LOCATIONS, HANORAILS, SHOWER I S- I III I I I I II ��II - C. TILE ENCLOSURES ANO DOORS AND TUB ENCLOSURES. ° �I�� I� �I ��I� a � . .. PROJECT: � DEf� — � — — � — � cusroM I - CARPET �Fn. RESIDENCE � I STAPR I � O O eoi�e I - Q TILE -m�' L 19, Block 6, � S � Intermountain Sub'd. � / I a�-r 5 -im° I 5 im C 2935 Basingdale Blvd. � 3 ia° I L pFOVIDE IR" 7YPE 'x' G1P. 8D. m (FI1LL HGiJ At GARAGE / HCUSE GOMi�N WALL c zz _e, _ Vail, Colorado v C P QPROVIDE�WI.L 8 I . g GARAGE - a � - coNC STA R a a� ��,.a,,,9�,, ,� s,m,�� o�a�= a�a =Pa��o�, ,� �i�ei�ieewreoresen�aeey�nicdawi� aey a�e aa Ue opo=nra uwRervce n�ciirtecnae, m � Fn. n. - CA ET � re"R�e��e�e.°0�iee°� �eao��aisda�aai�i�o�om � m I W� at rs, wld OuOLS�eIO or o0crvnsa usetl in wnnectim — — I 0 ¢ brwfilcM1Neylave6eenprepaetl�antlSJere� bpetl�w�itt.w� S m II $ U ING� �� m�senlolLPWRENCEARCHREQORC. � :r I � y � rne�enqn�ea�is�neae�eu��saowmemwa: — — � e �rea nown ceiow. —STfALT. 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INC � EL 8Z�6' The copynght date is the date this document was \ - BOULDER�TAININCs _ _ created as shown below �� C CoPYright GENERAL NOTES - ELEVATIONS: LAWRENCE ARCHITECTURE,INC 1 ALL CONSTRUCTION TO BE COMPLETED PER GOVERNING CODES ( �RavE � � 2 x 12 R.S WD 2 PROVIDE DAMPPROOFING AT ALL CONCRETE AND MASONRY �L 81_� +/ I I ?RIM IStAINED) WALLS BELOW GRADE(PER BLDG CODE) I I 3 PROVIDE CROSS VENTILATION OF ATTIC SPACES WITH I I �x�r � ��,qP� SHEET TITLE: OPENINGS PROTECTED AGAINST THE ENTRANCE OF I � I AT STRl1CT COLUMN - ?YP SHALL NOT BE ESS THAT 1/H 0 OF THEEA EA OF THEG AREA I I T�A?ED WD.DECK 3 /A11 B U I L D I N G FR4MINCs t SUPPOR7$ SPACE VENTILATED � � (STAINEDJ 4 THE VERTICAL HEIGHT MEASURED FROM THE TOP OF THE SYN7NEtIC S70NE S E CT I O N THRESHOLD OF THE DOOR TO THE EXTERIOR LANDING SHALL NOT EXCEDD 71/2" GOLUMN ENGLOSURE 5 PROVIDE CONTINUOUS 26 GA FLASHING BETWEEN EXTERIOR S7i�11Ct StL LI CONCRETE SLABS AND WOOD FRAMING pIACsONAL-�i2AGINCs I � I !� S7RUCt DW3SJ I I � I I I � � � � � � � � I � I CsR4DE EL.66'-m" +/- DATE: 21 JAN 05 REVISIONS: 01 FEB 05 28 FEB 05 � 15 JUL 05 08 MAR 05 13 SEP 05 07 APR 05 21 SEP 0 23 MAY 05 � R I G H T S I D E N O RT H EAST E L EVAT I O N FILE NO.: W04024A5 PROJECT NO.: 04024 A5 1/4" = 1'-0" � ISSUED FOR PERMIT& ' I -�� FOR CONSTRUCTION�� D�S1GN REVIE� ' r �'�Sl"AFF /�1PPROVq�, SHEET N0. ��e l�—°�-- D� � ��:�_ _ _�� . 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Site information obtained fro�n topagraphic survey provided by , , ` � � a _ ' ac �Et�4G� �SF� ; ° R/�i�fi.}�� -�'' ��rog�►of�n' •�`�, `�, - — ---,. .--.. � � . � `'---... -��"''�� . , - , Contra Ltd� , , _ 4 Dated 9-27-97. y - - � ��,aW'�tG ,4. �) --,.. _____ --- � _._, ---' � --� --^ '""` � , '"'�" — --�. . - •�- -.�„ _ * Comply with all requirements of the soils e�gineers report provided by: , . : . , -" , � . , ` � �, �� iao ' - J � � -� ._:t- - -_ -�.,,_'-- ,.,.� �vSN a�-o}�o� �zE�t• "''---._ ....`, ,_� - �� , ` LKP Engineering, Inc. - , - _ ` _ � - t2-D� F2arV1, �NC, � """' ""-� °-- 1� _..-- �- ° ;` � � ' � ' ' '' "'�- ---, =-... = • ` '- ---. � � '` Comply with att requirements of the geologic�f enqineering h�2ards , , t -. ' , x � ��j "� �Lc'�b;Z�M- - - -- --- --" '"'"' ...----- Uy - _ `;---�_� . �� ' - _ , _ --`- �� XlST. �ULp�'€�� ' p y - , � � _, �,,.�• �-- ---.,� -_._., ._„ �,.. evaluation rov�ded b E.O. Church Inc. �, � ` � : W tT!-} ► '-o� �F�tl.L= 8°�p y ,r� � - ` r _ _ rM„��_,;_... _..---�= � � � �l ` _ - � � _ -- -= --_. = rW!!2-Lr � * Stake-out of budding on the site to be by a reg. surveyar. Provide alt ` : , , _ � �LOP�' eJ � D� BR�i��'�'�;' """- -" � - ��. ��.....�� ---"' � _ _ - required setbacks. Obtain Owner or Architect approval_qf stake-out. �---"-` `' - - t � " ° '� ' � Provide�imp�ovement survey as required by local autho�ity, � - , � - _, . '- ' - � � _ - ' „_._,. , - �b�_c�o�JG; : � � ` "-=' � # , _ � , • Confine construction to bwJding and adjacent areas. -Ptotect areas of � �_ ,'' .� .' -� `r-' ` ..,,.,�_ ,� _ ��rN,vs//2�+ JNVtRT.• ' - � ! ' - site beyond cc3n�truction activity. Do not di�turb ex�sting trees to be- �� • �' � � _ � , • _ _ �- r1 � ^ ` �Q$t �N �� • ' retained, or vegetated areas of site. Erect a tempo�ary construct�on - _ _ � ' - r � - - Z-� CoNG, �r� r.��-�,, � , � • , ._ T fence to protect areas of site that are noCto be disturbed. Cortfine � � - ` • � _ .Y 'T _ , r �. ` . � r , M1 , �` �' , - debtis and keep site cfean, w , � � - s . -_ , > � . lto'-2 � tt �� 4 , . � -_ _ "� � �- • Verify w�th all utility c�ompanies the a�cat�ons, co�n6ctions and . • /� � _ -- � � - � ° � • w �► _ �' � - W"-"""� W ,� T. requirements for instailation, meters and hopk-ups,of sewer, wa�er, f r' - T � , � . . � , - � � � , , � . � W - �_ �/ , ! 1 , - . gas, electr�c, phane and cabie TV+ All meter 1oCation5 tv be �� - - `. _ ' _ i9--'o ` __...__.�_a___�T_ _�2 G� .. � � , , t "- :_\ , • ' ` ` - appraved by Owner or Architect. � , , , � . t--A1�1DSGl�,�'� � _ - � g � � � . , .. ' ; � , � � ;- _ � - \ : , , , . , , existing contours ° - � , � ' �� - � } ". _� - • � - , �,_ . . ,� G . ,� ' ' ` y ` � �G t � ------_...,.- ` � � - �finished cantours _, �. ; - ' _ ., - tj ° 11 I � , . � � - � '� G - _ L s 4 . ` Copy�igtrt��0 "AU rigfits �eserved Y - ' � ��;i ��_ � -= f0-O �"',�W�„"t_tN� `fc� ' � _ ��hesr �aigns8rsnnl tobe usod a� ` , _ s , , � , .. , � �� ` y r , ^ :, _ � rep��ced whally or In pari wi h r_;, a� a � , ; , . � - . a r�vc�-r-o� c�t.., UN�: ��4�l�tG�,4t� �L.Vl�< ,��fl.. R:t� , � , _ , � au,, , �� x � w, wcjKenpettt�isalpn of�iMA ' �� - -_, � " Y _ _ ° ^ S ` . GAS L'!!�1'� TO , - ` , , , - ' . _ - � • _ _ , ° - , � _ �o not`sca�e 1ha drawfngs. 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' ' 3 S SP��JCE // �� / � i��., •- �� . _`�1 � � � o a � � / , � / ,y� / � \ w ° c�b' a ,�I' � � � /,/ � � � � / �,/' j / � -( �� ,�a � o m L °° $'� SPRUCE � / 2st � .�'' � � �,/ ,,�/ � � =/ � � / J j �,/ / �f �j ` V v a°' a a --'" / sr• �- .�--�� -/ / /� " / I �/� � � , : '� � , / � � r / —.- �.�p ss \ �.� � --' / / � � j ,% - / _. ��. 5 ' �� '� � —' � � " �� ,�y �., -- $ -'� � �" ,� ,�! / � f � ,� -- --_._ r-- �-- \�� j / , � / / ,, `�—� ---' -�' ..,-- - � f `a' , / / �c —,. s� / , '1- r,� .•` .�..�- .,..--~ � 1� SPR CE `r. �- ,�- `' ./ . � / � r' `f/ � � � S��' / / �/ � � '%�� /�' � � --- .k. �� 0. � f � � �•/ � �Q`�� ' � / G �t --- `'� }' �,�. / / / / / .-"'� I -� / -_�' •-+ ' ,/ f f / �' /� J /� �/ f/ ��; / �O �l � � ^ � _...... --� "I -- �' '." �_ � °`'� f / � /' �' , .�i-'. � � ..— .--- � .,� ,,�!�/"�' .� , � I _ �''- ' � / ' �i � � � r�i ��f � �,/ �� RAWN Y r / • --'� � �.. � / '� �,,• \,/� � � /'' /' � j f r,,,. � ---" G ,�^ �O � J', �...'' DWGtJAM : .�---' ! I �� \ � ,r� f '� � f �..� ' _. � � f � � O' ��/ ,,/'' �, � � �O `` � � _ �-- 'r DA E• - - �- ..--� � ,�•-� ____. 10 �1" / � � ,` � � ` `O\ S 106262 .�` -'''� / .� / ,�'� ` \\ � � \ V �----� � SET--S�REBAR &�ALUMINUM.,CAP �/ / �/ �f�, � .� �,�� R ISIONS• CHANG N T 3 �„� �''�TAMPED P�-P`�S 54471 �,� � �,,. ��c'��/r � �f '� 'o� �� - - ..--�' -r--" _ --'' �,�. 'r f /"' .' '� ,.� 1 / ,� O� �-'""' / � � —" �-�-- � � �-'` ,/ 9 � f � , � G �� .�.. �` �- � UTILITY�_POLE-� �'� f ` � G � � �— :� � P � �- � � ..._�-- � ,�-� Q��-' / � F / /G SEWER MANHOLE # 058 LEG E N D � ,._- _,,,.�. -�'" �''/` �-� r.� ,/ � �� / BASIS OF ELEVATION � +�� y,= � � c� / INVERT OUT-100.00' ASSUMED � f.-- '� �� " �- � � �,/�r �� { S � RIM ELEVATION= 111C20� ) = BOULDER RL�i'AINING WALL - � ---PH N�' PEDES�A� � EAGLE RIVER SANITATION HAS � : � � ..� '� � � � G NO ELEVATIONS FOR THIS AREA. � J �p� --'� ,/ -/� � 5� � � � f � � � ,�-� ��.--� f / � f � � � ; , , ' � = CONIFER TREE AND TRUNK DIAMETER � Z � /--�" � ✓' �� .5 � . , � /'� E�J _ � � � f � .o . � � � (� , � a 5 � � , > / � / G � � � � � ! � � = ASPEN TREE AND TRUNK DIAMETER = m � � � � NJ v °° . � Q� = SOIL TEST 80RE �r � O Z J �(� 4��r — � � J � o � � zz w �- � � � �, � �.. p a � � m � a � � M � N � � Q � O� � l, Greg Eldridge, a duly registered land surveyor in the � J Z � NOTES: State of Colorado, do hereby certify that the survey shown hereon — o was done by me or under my drrect super-Ki�p�� nd th.� horizonta! a 1. B,ASIS OF FLEVATION: SEWER MANHOLE 058 INVERT --� Q , and verticol measurements are occurate��G �� of my 4 OUT=100.00 (ASSUMED) EAGLE RlVER SANITATION MAS NO ELEVATIONS knowledge ond belief. �`��,Q.•••"'•••.F��: � �( � FOR THIS AREA. �c,�,r' �o'•.�`o% '- 2. BASIS OF BEARINGS: S61'57'56"W, BETWEEN FOUND ORIGINAL LOT o CORNCRS AS SHOWN. _� � 4^7��= O0� � > . � . o_ 0 3. CONTRA RELIED UPON TITLE COMMITMENT # V258774 FROM � CHiCAGO TITLE INSURANCE COMPANY THE RECORDED PLAT� AND FOUND 0' 10' 20' 30' '"° � '" cV �y`^J',f�.».•••r••��1 � MONUMENTS TO DETERMINE LOT DIMENSIONS� EASEMENTS� AND OArAC l S\� SHEET NO. o RIGHT�-OF-WAY.. � �� ` � 4. DATE OF SURVEY: SEPTEMBER 25, 1997 1 - SCALE 1"=10' Greg Eldridge P.L.S. 3 - N CO (tilTOUR INTERVAL= 2 ' oF 1 � o _ � � �,�..,,,.,,,,.�,>,.�„�..,.�.,. . �..�.,�,,,.�„�...T......�.��--��.��,»s.�,,.,�,��,,.,.,.,:,�,��-�.•.,,��.. ��--_.�:�,�.�.,.�,,.,��,:��s-�� ,�..�w,�„s,�.,.F�.�.�,�,�; _"��--.�,�,....�.::.•.....,.�,.�.-.,,.,..,.��. .,,.,�,�,�..M.��.:a.�.�,-,. _rt.�.�.�.�.,.M..,�...�..'.,�.,�-.�.,�-„.@..,A..,��.w� . . �. . . �