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PRJ08-0010 B10-0037.pdf
■ ■ r � n emo e a � es e ce �.�. 3035 Booth Falls Road Vail Colorado � �` ��w� �� Vail �� � � ��� .r �= c � �; � _ �p ��� .� ��� � M icro i le Fou ndation p 0 c � � o�� MAY �� Z010 T��P� �F V�99� � ,. �� Y' �.�5 �� � 1 Cover . �,<,�� g �sa���; . � �� �� �� �;�r��� ����� �� ��� � R� 2. General Notes ,�, .�.������ ,� ��0�.� �.�� ,� ���� �. �� P� � ��� �.� �1, 3. Locations `ti� ������ �r� s� � �� � °'p f �_`� � . � . . � - . .. . . . . . . . . 4��P,,f.",q�aD p��-���d� . . - . � � . � � . . �■ . . . . . . . . ."',"s.. N� �ea 4. etails � �� � �� `"�,����8���'��+��s!aA ��R a�'� ��x����'� � f:� a .�„ . -�� ("°' ,\�(� "°°"° ►.��leet ReV1S1011 Designed For: � , Ye�l il11ll ASSOCIiIteS� TIIC. nac� x�;��e ch�keaby . B&Y Drilling,Inc. COVer Project Number: O Consulting Geotechnical Engineers 210-059 � O ,, � 170 Mel Ray Road Glenwood Spri.ngs, CO 81601 ��by� �J na�: rro�e�c: sheec N,�b�: � Phone: (970) 384-1500 Fax: (970) 384-1501 Apri127,2010 Adair Residence Remodel l of 4 Checked by: �J 1 .0 Micropile Foundation Materials 4.0 Verification and Proof Testing 1.1 Micropile bars - Grade 75 all-thread bar or equivalent in accordance with ASTM A615 or Williams injection bars and 4.1 At least one preproduction axial verification test shall be performed to verify the contractors installation method galvanized in accordance with ASTM A153. and bond stress in accordance with FHWA-NH1-05-039, December 2005. fY=75�000 psi 4.2 Proof testing shall be performed on at least 5 percent of the production or sacrificial piles in accordance with 1.2 Grout - Grout may be neat-cement or with sand, with Type II cement in accordance with ASTM C150. Water-cement FHWA-NHI-05-039, December 2005. ratio should be between 0.4 and 0.6. f'c=3,000 psi minimum 4.3 The micropiles may be redesigned at the discretion of Yeh and Associates based on test results. 1.3 End hardware (if necessary) - Nuts shall be in accordance with manufacturer's recommendations. Bearing plate shall be in accordance with ASTM A36, Grade 36. 5.0 Special Provisions ' 1.4 Concrete - Per Structural Engineer ; 5.1 This design is valid only for this site and is to be constructed by B&Y Drilling, Inc. only. 2.� MICrOPl�2 �C1Sta��atIOC1 5.2 Yeh and Associates is not responsible for design of pile cap and pile cap reinforcement. 2.1 Micropiles to consist of solid or hollow injection bar. For injection bars, install bar per manufactures recommendations 5.3 Others are responsible for field locating all nearby utilities. Conflicting utilities may require redesign, at Yeh and using grout to flush cuttings. For solid bar, drill hole to depth indicated on plans. Associates discretion. 2.2 Install bar to depths specified herein. For solid bar, grout shall be tremie placed at the bottom of the hole displacing 5.4 Yeh and Associates is not responsible for quality control, quality assurance, changed conditions or problems groundwater upward as necessary. Cut bar to elevation as necessary. resulting from improper construction techniques. 5.5 Yeh and Associates is not responsible for construction site safety. �' 5.6 Yeh and Associates is not responsible for foundation and micropile layout. 3.0 Micropile Foundation Design Parameters ' 3.1 The micropiles were designed in generaf accordance with procedures contained in the FWHA °Micropile Design and ' Construction Guidelines", Report Na FHWA-NH1-05-039. , 3.2 The following strength parameters walls were assumed for the subsoils based on the "Subsoil Study for Foundation Design, Proposed Addition, Lot 12, Block 1, Vail Village, 3035 Booth' Falls Road, Vail, Colorado" by HP Geotech, Inc., Job No. 107 0744, dated January 9, 2008. The following bond values were assumed for the soil design parameters based on the soils investigation: qult' �R�.i� Existing Subsoils 25 -� An experienced geotechnical engineer should verify the above design parameters during construction. 3.3 Groundwater was assumed to be within 5 feet of the ground surface. ��.�,.� � 3.4 Vertical Deflection < 0.25 inches Horizontal Deflection < 0.50 inches �j�'J� �� ����� & ,���Mpffi����o � , !;�°'/��"�; ���'� � � °'e � '', � � � � � r "'���'�'A°".�� �`,�,�.���� ������}���� � �� � e� 3' ��� ��� �� >������`r�� �� � @ ce�,�g,@ op°<��' �� � � n �,�, [ . . . . . . . ,xa� �� �W�08�6��a���S F ' �� � �� d + `'�, p��a�`�. S�leet ReV1S1011 Designed For: r�°,;���.....,;�,:-�-° � Date Revision/Issue Checkedby B&Y D[1�IlIlg�lI1C. � Yeh and Associates, Inc. �.e�N„mb�: General Notes � Consulting Geotechnical Engineers 210-059 170 Mel Ray Road Glenwood Springs, CO 81601 ��ea by: RD J nac�: r�o�e�c: she�c rr�b�: Phone: (970) 384-1500 Fax: (970) 384-1501 Checked by: �J Apri127,2010 Adair Residence Remodel 2 of 4 M�CRC]PILE S+�HEDULE ���r°���� Bar�ize 'a`x�al Load p�r Micropiae Minimum Type Cornpressiart 14�NCropiEe Lengths � Wiliiams 32X see pfan �elow 25 feet Injectian Anchor (13 feet into gr��el�] Williams 51 30 feet - -------�----____�� � Injeet�vr�Ancho�r 30 ki�� (13 fe�#into gravels} � a+ i � � WiliEams 59 �� k`p� 4�feet 'F,�wac��s aooRAav� , , Injectiv�n AncFtor (26 feet into grav�isy , � � � _ , .��a�� aa z-�r . .���„� - � a� �� E, 8, �� � � � ��Ah�M�1 W 9�.� � SIEPeup �$?�pT.+l'T'P V�i LP.� ��,����'F` � � f I _ ,� I I ' ca�rv�crEOSna:cn�a�rurens�xs �'a� ��I i wrwrrsr�c�. EN[�HI FF3IWRCE9LIBWLRIRRB , �111�E61iM/I4}19}LOdT 1�9A nWtdT�0UC1H0Ur P�q�'OE 1G'Imfl'iOPi.Bbi..►Rs i u rr t'oFFF saw+r cA aociID w�nrcn. t ��.�� R � 3 GC�+T O a2`FA�r�v. _ .I�TSAitlCWAAA.M�rCNGEKis. iA. i � b 1W�1`IEF NC�1 S`F.R..Nf�1QCA71G 53 N8 CO:T(]l.W 4L PA`IC�� ---_ ____ _ _ `___'__"__ _ _-, .a�.���,�w,,.,, � .,� I�I 1�1 � � =�. �IN 9�[S a C II�IES -�i � a�aEO w osia raroc. i � I � � i i sa 0 rn.m�aa+�ronea�v.i i m i i -----------� --- � --_� Ts� � ai�= l0 D S 10 -�--- rca+�ESrn�ca a,re � ------ i . ---�- -- — . �� � i i arorc�wcrx�i�c�+ � i } � I I I p�'�iv�sr�� � � i ���R. � { F���ys..�EKRkTA.. � SCALE: 1" = 1Q' � ; � ��:�«,: � � �� , � ��� � � r x � i�, r r�w,e�acaxc i i . ��� � � wr�vroJ�+c aYAF � I a � I p���7YP I I FE19f4� t s� '�9U8 4GEANOMUEi � I I I p�l9EaM� [Yflq€p1 dHSWIE � � ,."�p��1M111�y � I � � I !e4w� . '/�41.oEQ1AqE FIe11IC r I I '� � r nlnic� � .+R'�E i'AHOwa+'}�'' I I i � R roo�m .Rar.',s�1z�* I I �i � Y ruvwie �wn+� I I ___._____� � _ ___ _ _____ ______ _y!______ J � __ ____ � _ ____. _____ __._ ___ _ ______ _J i _______ I � I � I I I � i s ��c��� � s� - i.�r�] � . �c w�c.rwrM.TOff a� +7.D.lI7a � - � �i•i';.. a6�61�+VQ I�VSl6��►' � l f � � d U NE'N CdIC CiMOE�A!d - :. . wc�oru� .- �� "' � t,`� � �'� +� 7 �r- �M�rsans.4°sar�zKw} R ' ��' .7.4 � � r�-n rr ��� vr ,�. ' _.' y '�.�, - � j rrw.�rtie�r e€r can�x.�v.i ! �a . „� �;�Z� /� �.�G � �� . /i ����5; 1. S#ruct�ral drawpng and laads pra►►rded by 5tru�#ural Design Salut�ans�Yans dated 3.22.1�. 2. Minirnum micropile spacin�Qf 2 feet. 3. Micrvpiles shc�uld be instaaied within 5 degrees of Wertical. �.This drawing shauld not ba used for micropile layout. �7��f:� �(�V1S1QI1 Dcsigned F'ar: � 1 �� �Q� �.�S�rr1�L�5� ���• I}ate RevisionlIssue CheckeiibY B�GY Q�IX'�lRg��11C. ProjecY Num}aer: Lvcations Consulting Geotechnicay Engi�aeers 2l0-059 17[] 1VIe1 Ray Road CFlenwaod Spri�ngs, C� 816fl 1 D��by: � n�t�� Pro��c: s����,��: Phone: {97�) 384-150Q Fax: (97f1) 384-1501 Che�icedby: �� Apri127,21914 Ad�ir Residenee Remadel 3 of 4 *Cap Reinforcement by Structural Engineer *Wall Reinfo�Cement by Structural Borehole -=�—���- Penetration into NOTE: -=1��_���_ wall er structural Enginee� _ _ ���' .-, p ._._ - Maximum cantilever � ���_ ; (24" max.) Micropile Bearing Plate Field Installed Grout ��_ ..;;;kr:s�'�i'ti; of 3 feet above _ .;,..�•.,•a;;:.,,.•— Penetration ° �.•� , ��I � , grade for three — ;:`�°:�.`.�• '`�.�;.f`�• �_ y . , into wall per ���� —r�� Ground surface�� micropiles along • ''•� ���I ..�„ � 9 structural Micropile Bearing 'I a'�. .� ,'S � west end of deck. ► �`''`''�';k:'���''���_� Y i•• ° (24° max.) Plate "°.%�t�`•..:•4•'''_ � § Connection per Micropile Bar '�._ �� � Structural Engineer. �,i���_���=I�►�II' � , �I I=I I I=I I I=I I I�'���'' ���. I I I=I I I=I I I= M ICRO PI LE CROSS ° � '�=1 I 1=)I I=)�]::,:�' `�'�I I I—I I I—' SECTION A—A' � '—I I i-�:�; �:''����I I 1—'' � � �� .,�� � � ���:..� _I I I; � ; ' ='� �': � �, �I�I: II I I: , � Williams >���::�;, r ��I�. Grout ' Injection Bar '::.� � � Total Len th (See Sheet 3� �� � DESIGN LOAD g :?� PLATE PLATE PLATE i ° (See Sheet 3) �• (SEE SHEET 4) LENGTH WIDTH THICKNESS ' � �•�,-'- 1�-25 kips 8 inches 4 inches 1.� inches j � Natu�al G�avel � r �• '� 30-60 kips 8 inches 4 inches 1.5 inches � , and Cobble � ::::°. � �SEE TABLE ABOVE � �.` .. i i s �� ... .. . � I..,. . . . . . . . .. . . ,.Y� . .. � . � �.. . �. � � . � . .. f i . � � . � .� � � . . . . . � � � � I . . . . . . . . . . i . . . . . . `��.� . . . . . . . . . . . ,. � I �`r•: ,�'�� . 1vIICROPILE BEARING PLATE _, � A ;y:'•. :`. A, SIDE VIEW Williams Injection Bar � ; " (See Sheet 3) ' �'+�' Micropile Hole Diameter � , ..: a { �-'.; = Bar Diameter + 1/4° ., .: �„ s�,� .�� i i : O O� ���,� �.�� <. g ��.��4 . . � . � � � .� , ; � .. . � � . . � � . . . �`"-'•_--"� . . �� . .. . � . . � � $....Y�, �"'�,.D f.a ^� �e�o q v�� �"� ,�c �.� �S, ' ��' .. . � . � i . . . . �� � . . . . . . . . - . . . . . . � � . .e�. b�APF.$�.���..� : i � a° "w° � ; ��-�LL�` � � 6��� � ����� �x°� � � � �� ' � � � ��a -� i � 5.0" MIN d.�� �'� •�� � t � m m � �+ �olumn MICROPILE BEARING PLAT� C��"� ��m t,� � M C OP L FRONT VIEW °�'��,�'��,W��q���p����°�,�`r MICROPILE ELEVATION I R I E DETAIL �,x �������. r� `��;,�,.,,�,,�,�-.;�� NOT TO SCALE S�leet ReV1S10T1 Designed For. � Date Revision/Lssue Checked by B&Y DP1ll1IIg�lI1C. � Yeh and Associates, Inc. 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I .. . . . . . Q ' .� . . � . � � . . � . . . � . . . .. . . . ■ � ° . �� . . . . . . . . . . . . . . . . . . . � . ... .. � . � . � . . . � . � .. �� . . . . � . . . . . . � .. . . . . .. . . . .. . . . � . � . . . . . . . . .. . . . . � � ... . . . . .. . � . . . . . ■ � �. � . . .. . . . . .. . � . . .� . � . � . . � � � � .. � . . . . � . . . .. . .. . . . . . . . T DATA. � E T RY. GENERAL NOTES. DRAWING INDEX PROJEC , DIR C O � ---- —.----------- ---- , o �, , ; � _ DE: •-- N T ALE DRAWINGS. CO OWNER 1. DO O SC SURVEY , — INTERNATIONAL RESIDENTIAL CODE 2009 ; . � � � ' HN 8c KATHERINEADAIR 1.10 EXISTING TOPOGRAPHIC SURVEY , ; �O 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRI(JR TO BEGINNING F.NY ; � _ PO BOX 7 WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OFANY CONFLICTS OR , � � . i DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. ZONING. �,! VAI L, CO 81658 � -� 1�W0 FAMILY RESIDENTIAL � - I , ARCH ITECTU RAL � — - , cn R DI CREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN ; i GENERAL CONTRACTOR 3. AREAS OF CONFLICTS O S • � /� 1 1 .10 SITE PLAN 00 � . APPRQVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUESJN THESE PARTICULAR CCUPANCY CLASSIFICATION. � INC � HILL CONSTRUCTION, � „ , _ � AREAS. 1 8 BASEMENT DEDUCTION A o10 � � o�v. , PO BOX 1735 TYPE R 3 � � 1 2 GRFA CALCULATIONS , EDWARDS, CO 8 63 , ARE T FACE OF STUD CENTERLINE OF STEEL LOG STUD COLUMNS OR 4. PLAN DIMENSIONS O _ , � , � . ( PH. 970-328-2200 FX. 970.328.2201 FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE SETBAC�S. ; � �� , I - - 41 TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS � 1 O1 1/4 MAIN LEVEL DEMO PLAN 20 FRONT M. 970 390 3 3 . _ I � �� - , ; OTHERWISE NOTED. 15 SIDE � GARYHILL CENTURYTEL.NET D 1 Q�G 1/4 UPPER LEVEL DEMO PLAN , , @ � � -- i �, � : . 1 REAR NTA T. �� 5 � C CO 1 4 ELEVATI NS EXISTING � D 20 1 � o 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE t� ARY H I LL G BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET � : HEI HT: N E ABWETRY COUNTERTOPS SHELVES CLOSET RODS AND FALSE BEAMS. �� G � ACCESSORI S, C , , , I� 1 O1 1/4 MAIN LEVEL FLOOR PLAN DE I NER � R FS S G 33 SLOPED 00 �, L R A 1 O2 1/4 UPPER LEVEL FLOOa PLAN � PURE DESIGN STUDIO 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOO 30 FLAT ROOFS _ �� : TYPES. PO BOX 527 /� 1 d3 1/4 ROOF PLAN � WOLCOTT CO 81655 „ ; � 1/4 ELEVATIONS PH. 970.470.1222FX 970.926.9078 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIfJNS. REFER TO WINDOW SCHEDULE FOR A ZO1 ' WINDOW TYPES. �� . . . . 14 2�2 1/4 ELEVATIONS millie uredesi n-studio.com @p 9 �, , 1 4 E TI N ANI AL FIXT RES TO FIT WITHIN CEILING FLOOR AND A 301 / S C O S CONTACT. 8. COORDINATE ALL ELECTRICAL AND MECH C U � AWIN . �� - WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DR GS 1/4 SECTIONS / DETAILS MILLIE ALDRICH A 302 . B L . , S YM C� S � 401 WINDOW TYPE / SCHEDULE I ; . STRUCTURAL ENGINEER 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR � E T THEY HALL IMMEDIATELY NOTIFY THE i CONSTRUCTION OF ANY ASPECT OF THE PROJ C , S � TI NS i STRUCTUR AL DESIGN SOLU O N T NSTITUTE A DELAY IN �� , ; ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL � CO 1/4 MAIN LEVEL/ UPPER LEVEL ELECTRICAL � � �101 A4.1 A � P B X 2494 A4.00 ; O O THE PR JECT. , O �� � EVEL ELECTRICAL � � 1 4 MAIN LEVEL UPPER L � NI 1 1 / i , � : AV N CO 81620 0 � � , � DETAIL AREA REFERENCE , , u SECTIQN CUT REFERENCE i F R ATISFYING ALL APPLICABLE � PH. 70.390.9843 FX: 970.926.9078 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE O S 1 j4 MAIN LEVEL/ UPPER LEVEL ELECTRICAL , 9 E1 ai � , AND RE IRED APPROVALS. THIS PROJECT IS GOVERNED � , _ CODES AND OBTAINING ALL PERMITS QU � sds ler centur el.net � ', i tY @ Yt EL• 0'-0" I ! , BY THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. a3.o .� � , �, � � CONTACT. �— , COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT ; ! ELEVATION REFERENGE ELEVATION SYMBOL � m TYLER ALDRICH DOES NOT CONFC)RM TO ALL RELEVANT CODES INCLU ING THE IBC AND THE IRC AND ALLt(�CAL � �, Q � _ � � _ E I NAL ODES. STRUCTURAL I HNICAL ENGINEER ANDR GO C --------- � , � G EOTEC , , � -- � . _ ; , � � GENERAL NOTES & DETAILS 4.,A a, 2. O w S1 MICHAEL W. WEST & ASSOCIATES INC. I, ; ` � 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN � � ; F NDATION PLAN I � T UITE 106 N T HIN R DRILLING S2 Q� 2 INVERNESS DRIVE EAS , S APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, O C G, O oErai�curREFERErvcE �nRGEaREaoETAi�REFER�rvcE �� � � � I � _ _ Q - OF ANY CAST IN PLACE CONCRETE STRUCTURAL FRAMING OR ANY �THER STRUCTURAL , � � J ENGLEWOOD, CO$0112 5508 , � S� MAIN FLOOR FRAMWG PLAN � � J � _ ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY QF THE CQNSTRUCTION. I 72 29-5300 OFFICE , , 3,200� ; ; 05 ( ) L1 � � �C O S4 UPPER FLC�OR / LOW ROOF FRAMING PLAN � , � I,.L � � W J - 77-7178 CELL � � �_ 303 8 � ) � .� < 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES ANQ SCALE OUT THE , UPPER ROOF FRAMING PLAN ! � Q S5 � _ _ fharrison@m-west-assoC.com ANY ITE RE��s�oN c�ouo R�v�s�oN sY�BO� , BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING S � (� � , � . � CONTACT. FRANK HARRISION, P.E. wORK. � � I O I � : � — 1 /�� � O . II Q I W MICROPILE ENGINEER. D E TO HARSH WINTER CONDITIONS ROOF AND DEGK , , 13. THE OWNER HAS BEEN ADVISED THAT U , a I ' � > YEH AND ASSOCIATES INC. SURFACES MUST BE MAINTAINED REASONABLY FREE OF ICE AND SNOW TO ENSURE MINIMAL i.f) � GRID BUBBLE MATERIALTAG i � M CONSULTING GEOTECHNICAL PROBLEMS WITH THESE SURFACES. I i o ` i o _ INEER i M ENG S � �� �� BLE WITH ARCHITECTS WRITTEN 14: SUBSTITUTIONS OF EQUAL PRODUCTS WILL BE ACCEPTA � 170 MEL RAY ROAD APPR VAL. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE EVIDENCE THAT O ' 1601 GLENWOOD SPRINGS, CO 8 THE PROPOSED SUBSTITUTION IS EQUAL TO THE PRODUCT SPECIFIED. PH. 970.384.1500 � � , _ L NTRA TOR FX. 970.384.1501 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERA CO C ND EA H S BCONTRACTOR PROVIDE ALL LABOR MATERIALS TRANSPORTATION SUPPLIES, � I A C U , � a _ � , � EQUIPMENT ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE I SURVEYOR. , , I INDUSTRY. I � PEAK LAND CONSULTANTS, INC. � � , � � , 1000 LION S RIDGE LOOP , I , 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS , ' , VAIL COLORADO 81657 WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. , I, ; , 4;= PH. 970.476.8644 _ i � , !, 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING ; , Fx. s7o.47s.ss1 s VI CI Iv ITY MAP , � UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION -- - ----------------_._ ___ _- ----- - _ __--- � �__ ---- - --_ ---- --_ _ --- � --- -- ------____ -- ------ - ----- IMPACTS TO THE SITE. I ; , ; PROJECT : 0905 - iI ; 18. THE GENERAL CONTRACTOR SHALL MIN IMIZE THE LIMITS OF EXCAVATION AND TAKE ,! �i DATE . PEC10.19.09 ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL , �� Bo TH ; '� REVISIONS : _ - T RBED AREAS OF DISTURBANCE SHALL BE RE VEGETATED TO BLEND WITH THE NON DIS U cR EK ' ! DRB 12.28.09 ! _ I LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE VEGETATED TO BLEND ; � 1 . � � PRICING 02.16. 0 _ ------ TH FALLS , ; WITH THE NON DISTURBED LANDSCAPE. j 3o3s Boo , PERMIT 03.22.�0 I , � couRr � REV. PERMIT 05.07.10 � � I � ; � 19. THE SOILS REPORT IS AVAILABLE FROM OWNERS SOILS ENGINEER. �- ; ; I e , � , � � o - I � q � � � � � � � 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE � ti � � � CONSTRUCTION DOCUMENTS. , � BALD MT RD ,``� � o � � �1AY 0 7 �010 o ., a, � �,-rsos 21. GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED GANTT CHART PRC)JEGT SCHEDULE FOR P I ANCH D �� _- _..- -- -- ND FINI H DATE. THE SCHEDULE SHALL BE , _ - - _ CONSTRUCTION CONSTRUCTION START DATE A S , i t�� �C��h�-C��z��� UPDATED EVERY TWO WEEKS FOR OWNER TO REVIEW. GENERAL CONTRACTOR SHALL VERIFY � � `► � " - AND MATERIALS WITHIN CERTAIN AMOUNT OF TIME OF ; LEAD TIMES OF ALL PRODUCTS COVER SHEET D T OR MATERIALS CONSTRUCTION START AND MODIFY SCHEDULE ACCORDWGLY. ANY PRO UC S O � D LE SHALL BE " WITH LONG LEAD TIMES THAT SIGNIFICANTLY AFFECT THE PROJECT SGHE U n� � P , , I � BROUGHTTO THE ARCHITECTS ATTENTION IMMEDIATELY. Z000 F-r iv - � : � �. � . T��n �� ��i� F � . . .�.^ ;' _ ,, „ , � � , :: � : , � ,; , ; . ,; , : , , . _. � ,, , , , . : � ,I , � , �,��.x� � , _ , ���� � , , � ; , � � � . _ j i � i � � _ , ' � � M � \ , , , , p' I 1 � , ,r, ,r w >- . � I I / , � I , � Ln 00 I I V / � a al 1 � / , �' I � , , � I I , , / . � I � ,�, i o , � � ,%. I I.t') f`�- , � I , : � , , i/' ,f'�,�' , � / / i , � � ,! , �: � , /�,�, .. . W � � I � , ,�` , ,; : � csa o , ,� ,,� - ti � � I I � I �, � >_ �� � L I I , � i � ,�r / ; , /i ; r � -.til / I I , f�, F � i � � I � , ,� �c o. . 9 � r J � � i � , �f � i , // � r, I � / , r , I � APPROX. �. i I ,�f � / :, ,,�' p w, l , ; ,F'' ,/ , I c� _ � i � � /+/ � , ,� , ,/ e / , , ,�' F � � , / ; ,� c.7 CENTERLINE , � i�� f � R � , � � VENT OF BOOTH ^% I � � / ,,;! 4 �I ' ���� � I ,/� �,/ F;,/' _ w� U O� % /`„ , � , � � � ;�,; CREEK / 1 / / , . , o � EDGE OF / I ' / � � / F` i \ � O ��� r / I � f � f I GRADECHANGE i � , , wv RADE CHANGE \ / f G wv ASPHALT � I � � i , f B39 75 � � � � e. I- � � /' , O � � � ,% , . PARKING , ; , � iST lo / F DRIVE ( ) DQ ,� REMAINDER O � / � � / , ) , / I � � i � i U � �� , ; � � I � , � _ - � , EXISTING DRIVE � , f' RIVE I / EXISTING D � � � � � r wv 1 � / D4 / /� , O � , � 0 D4 0 , � I , 15.5/o � i I � � ; / � � 5.2/o � � � � , / � � � I � / , � � � ,� /� \ � � � IVE PR P ED DR I � O OS / C� DRIVE / ( � � / � P ROPOSED I N i � o / � ti , o I � � I 5.9/o / � , . / 5.9/o � . � f , N � , � _ / ---.._ f _ � _ , _ N I _ � / � �_. ---, _ , �' � �' , . ,-,- � , _�--�; . � , � \ i � � � , N � � . � ,!� _� f , �� � � � _ � �� , � I 11') � � � � _ , _�_ � /�_ , ,� _ 10 0 _ � _�. ` � _ _ � _ T i _ --_ i t / � �- l � __ � _� �. L / _ / _ .� �� � . � � i / i� i � � ___ X ✓� _. J i '�� ___��� �/- 1, , ,/ ti. -_- - / � � f --- �, - - i �_( ---., � � �_ ---_--�____ F � ___ 7.07 � i r. � � � / f - -..-__ . � _ � /� � � / � E � TREELIN I / 9 . � � B3 7 ,! � � � _ � , : �_� , � � ��. / - _�. _ - ! ----- _ _�._ � _ � ; / _ , me,. AD _�_ ,.. , RO _ / � � _ �_, _:�.r- . _ \ � . - l� _ I _ -- - O � � � �, - -�;- --- , „ o i PLATFORM ` �i� � \ "�.i ( 92 -0 i ;'``(/ a , , , , ^ - - � ti � _ BUSHLINE _ / � \ � �. E A O .� � TYPICAL . .► � � ) / � ... � � � � ... � / ► Q. , ,�• .� , � � / , � ARAGEPROPOSE \ I � _._.. � , � ,� , _._-----�-- I � TOWN OF VAIL ! � --- ----- / � _..__ � . 1 _ ---- I � � : A'�tST S llJ4L'7s' 8395.53 GARAGE EXISTING t� � � � � � � DRI VEWAY CROSS S ECTION / � 2 „ , „ _ .�-� .� _ / . 4 - 1 0 . � ROCK' 1/ / _ . . � • WALLS . � � DGE OF �,�j � TYP. � � GRASS _. � ) ,�. al-�" �. � WA TE _ , > / , TYP. C � �. � ) . LIMIT OF � � • . i eas�ae � DISTURBANCE a . C � . . . �.�s orr� 1 � . s � . NE � LI � � a � . / C . 1 : . . . _ . . . STORM INLET . . .� ; � . � - � . . � : � , STREAM . \ � \ \\I l/i : :: - � � � GRATE = 8392.31 : , e > » -�- - � . . . . . :.: s,.. �� . ��.r . ,. T .. ,. . . .. a � .. . � � O.J . . � � . . .. . � . � . . . . . . . . . .. . . . . � . � . . . . . . . . . , . . .� . ., . � . . . . . .. . . . . . � . . : . �89 24 13 E 12-1`.�2 . f/\� � ; � , � : � � _ . , _ � � 1 c � / : . J , , � � � i � , � . . � LINE F EXISTING . : / . � I . . . . � FEMA FLOOD HAZARD . . ,, � 0 � ._ � , � c t � T. . ca E MAX. ITE COVERAGE 20 % .437 ACRE 19 040 S . F , . � ��� , s ( , Q ) ; (SEE NOTE 6) �: �r I s � ,. . . . .. .. . I '_ � 839282 � : . ,. ,. . .: .., . ..,.... . .. . : ....:. .. .. . .. ....._..; .. .. . >.... .. ... ,. . � _:, . ' I : ; .. ..:..... �\,��/ ,_.,. . . . . . . . . � . . .. . . � .. . .. .'�.:�..:.;..:< . .. . ...::.. ..•.. . • .� ..n... '...: y : .... .':.. �:::�'.�.'.T � . . . . . . . . . . . .. . . . .. . . . :/ , .. . .. ,...... .. .. �� ALLOWED. 3808 S . FT. , : _ . :. .:. ..>.:. .. . ... .. . .... ... . ..... . . . >:..�::. Ci�:: .�.: .. � 12 CMP Q , ; w .. , . .:�:.; :�$:.1 . ....6:12�. ;. :..,. -a.5 . ; .�...:... .. ... . . ...... ... .: .... ....,:..�. . ::, :. .: cct .�....-.,...,.. � I ; �, II I .. ....... . ....... . . : :. . _ TAS ��� ,_ , ,e . ; _ . . � . . . �::........ . .. ...::. < ... • .:..:.:..:.. : INV. = 8389.33 . I : ; ri ( �� . .. .. . . :. U : , . ..::. D MPST � : : _ _ w ,_�.,.,,.�..::::�::...:.:::. :.�.. . :. � ... ..... i E-r PROPOSED. 3387 SQ. FT. , � � I I I. .�. � : .. .. ... ...:.:_... :. . - �...�.:.._� . / : : .:...:...:: ., . . . _. ......�.. ... . .:>•: .. . ........... .. ..... . � . .. .. . .. . ::.:..;. : : , l ......._ . . . .:. ..: :. .:......:. .. ..: : ...:. . . _ --- - . , . .........: .:.:.:.. . . . ...... 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FTe I � � , : .... . ... . . . .:.:w ... .. .:_:..: .: ........ . . .. . .:. `--t=.7- - � . �:� � - . ; �- ;__:_ � LANDSCAPE COVERAGE 60 /o (1 , Q ) . - � .�._:... . _,_.... .: ....�. .._,...:. _ � .. ,. � , � f�'1� �8'84.�T'- �) . ::.:_;•...:,:r�•- , . .....�.�.�.. . � . .,.......:.. .. . ,..--�--�-. . . ,. :.. ., . .. • i--,._t_�..t . l. 1 F 1: -A .; � .A- 1--:--1-.. , , . �:.�.:...cc��:r.. . ..� .: .`_,, , ,..,� :..;. .•.: ,. :. .,:-.. . - .. .�"`;'�... . . . . . 2 , � „ �, :� � . . . r�-:�:. � , , - - - � • . :::�::.: : ,..... : , •. • .,::•.,: . . ..• ..:.. , • 0 , . , , UNABLE TO LOCATE I �. . . .�7..., : .. . .., � � . � ,.... I ,� c . . . IE:---- -.--: ....... .... . ...... - PRQPOSED. 72 /0 13 726 S . FT. � / ' �• _i... t �_...t.. l . _.1.__1 .._i_..t...::.: 1 l_ a__._i ° aooi SANITARY MANHOLE 0700 � , Q � � -_J L --- J .:.:. :......:: ..: .. ......:: ._.. .. . . .. . . .. . # :. ... :...::.:. .: � . ,. , .,,,...<..;.:.:=�_� :::.:�...:.:.:. ,...... . .. . : : , i � . � ....:. .. ... .. . K . ;. . , � � + „ � END OF PIPE , >.� � �.: :_: PRR �. � .,..tx11 = ) ,.. . .. . . . ...... ... . ���::'<:, ;-. . , ... . . . .. � ...�... . : : . � � _ �, �., . . .: . .. �. _ ... . .. ... < .� - - � - -�-:............_:.. ;, G, RIM ELEVATION 8391.35 . ,� � ._ _ . . . _ . ... . .� . � r _ , _ . . . � /y� , � - . ::.:. : ..;. .... .. ..:� ..�::........ �_:� ... .i ..� � :. .. ,._ ..... G .. c�r � ., � : a f 1 ° I _ � � �. .. . .... . uJ .. . .:.. �.. � .. . t... � .1 _ t.:t..a__.t..:1.._ . _ � ... .... : ,� .., . . •. �..:_:....• : .....,. . . . ., .,-. . , , .1.....1.. , � , "tJ .. t - . , .. . r �o - . �.....,. .. . . . .,..... < . ... 3C-._. �.. TL_. .. - GRASS .�, � \ >, .� •. •.. .. . .a.,, . .. . .. . , _.. : : : . INVERT ELEVHTION - 8378.51 � . ,...... .: .. .. .•.: .. , ` � ....... . . �,,. . . . ,....:.�.:...�� . . -� t.-r_� _..__.. . �.�' ��� Pvc f . . ,.... . . :I :. .___ O . .,.. . ...�- .. .. .. . .. . .... .. . . .. .. . .. : . : .. / . I I I .., o.:.. . . ... . . . . ...:. . .. .. .......... ... ... . . �� �' . ... ,.. ,.. , . .. .... . _.>. .. . . . . ... . . , ..,.. .........1. - - _ -1 1_ _. 1....i.__....1_ - I � . . ,. . _... . . �. ... ... . . . ... .... . . ....:.. . . .. . ... � : , I . . . ,. .. � . . , :....,.. :t►�,J �. ..:.... . . .. .. ..... .. .. . .. .. . ...... . . .. . . .... C(3. , �,���,�����7,�_�[� PROJECT BENCHMARK) / • NV. = 8385.20 .�.. ... _... .,.• . . :. . .. . . ..: . ... . . . ... . . � R . .. . ,:.._.. .I. .. . .... _.. .: � -. ► � I , \ E ..._......... .�.. .:, ,.,.. ._ . ..;:::..:.. .....__....r..--;,.�..�. .. ., .. = --: � - � F S • I I , .. � :- __:.......;_ � ... . . ,. .. � :..:. . ,,...,.. �. :. .... ......... .. .. . .. 1.._ T_t_.._: _R1�/ ..�iYl .... 1 .1..__....l..t...� . � , t J , � =------ q . , ::•,. �. ...:.. .:.. .:. . :r.;,� ,� . : _ �- ------ . UNABLE T0 LOCATE . • :�... ...;_ . . ,...-•..�....: .�.,. Q TRACT B �o R o ( : : : � : . 1::_:>.... :. .. ..�.:....,. . . : .... .... . . .,.^.,.........-..n--.... . :. ...� � _ � . . . _ . . . . . .. ... . �. . .. . .. . .. ...: . . .... .. .,. .. :. .... ..:�... ... . _ .. . _ : �_ RKING HEATED I s : . .. .:.... ,. SNOW STORAGE 10 /o OF PA �� , . .,..: . . . . . ..� . ... - - --- ----- F .,:.,. .. .. :. . :.,.. .. . ....: :......:.I""'.. ...... :.,. �:� �<:. - END OF PIPE . . . .. . , .>. , . . , ... ::...•:. :,. ,.� '... 1-��-:- 1 -1 �.:1::`:.t::.:s..:�t.�' T � ) .. . .. ...�.: . . .. .. .... ... .: .. ... . ... . . ,.. .. . �. S I •. � : DRMIAflE EIIS�IT ` .. ...... , . . . ...< . . _.. . .. .. .. . �, .. . ; � . � ~ � : � e .. :.,....... .. ..... ...:.... . .. ...: .., :.,... .. . ._ . , � ..: .... . . � � / . ... . .. ... ... ... . . . . t, . . . .. .. . : : : : .. q .. . .. . .. � . ... . . . ,. � .. . . . .. . .. .. . .. �.�---:--�� .. . ,... . . - - � -�- . - ........._.........._.. c . . . _ . . . . . . . . . . II . C .... k . . :.m . ._�..: .. . : . ,.:.�..:..;::..�.... . . .... ..... .:.�.:: :..:...0 . .... ....:..... ... -. . , . . : . . . , DRIVEWAY PARKING 1188 S . FT. . (rm��noN Na. 12t�2) � . 8�12 � 2 .. . . .� .... ., �. ; . ... . :...... : .. t.... ..r..l - f l -- 1-1 .,.1.........,..,.t. __ �. � Q �. . : � : � .:.. :. :.......:. .... .: . :.. :�..,:.:=..~ .: :.;�:� : �: : . .PARK . �......: ...:.. ; .. .. .r,.:.:.. � ..,. . . .. . ...�,.. . < . ._. .. . . . . 4 CONCRETE PAN BETWEEN . . . ....... .. . .. ... C . . .... .. �. . .. .. .... .. . . � . . . . . . . . . .... . .. . .. .... . . .. . . . _ . . . .. . . .. .. . . - . Z.- .. .._......_......_...... .. .-.-`�. -- , �� . . . .,.., . ... .. . , �. . �. . , . � � . . �G/ LOP L P . . .. .. . . . . . . . $ . .. . . . .. ..., t . ..... . . . . , ... . . . .. . . . . .. . . .. . . . . . � .. . . . . .. . .. . ,. , -t. A . I -j 1 - 1 � -1- 1 -a -1--i.. ....L.....i._.. WETL ND _ . . . . . _ � _ . . . . . . ., . . . IRED . ..... ..:.....:: :. .. : 9�1 : r : : N W STORAGE RE U ._ . .. .. .. .. .,. �. �. �.: :. �.. .: � �: : . : . � 119 S . FT. S O Q .. .. . ., �.. ,. HEATED DRIVE AND E.O. ASPNALT Q �., . :..�.. _..,....1.• �- •.�._��,�-;- . . . .... .. : : : : DELINEATION ' , �:::�L' � �� �.. �.. . .:� . ..: ............:. ........ , ...�.......... .:�u.... �.. � . .�- . . i .,. . _ �, ,. .... . .. : ,. .. ... .. . . .. .. j 1 --- t--1-- - - ._ r a..... ..t..1.. _ . ._ � .. .- _ . . . . . • � .t.. , (� I •�.:.::•:•. .: ..� .. ..._..::.. .....: _. ._r:....... ..: . . : : : SEPARATE ZONE FOR HEATED ,"� C . . _ _ . . � _ . . _ _ . .� . ... . .�...... .._�.. : . .. .::.,.... ... ... :..:.. � 119 S . FT. SNOW STORAGE PROVIDED . ;.,.,... .�.,. .. .. . . . � "P ON D .•.:�.........; _... . T . ...,.�-..�� .._: ....... . : : - °- - ----- : .._:..._..;. ._:... `t .. � .::�.. : :. . .: .. . ... . ., : . . ......:. . : 1- � 1 , �. � ELECTRIC . . .. ,.,... . . . ..:...... ... . .. .. _ _t..:- x..._:- .._....t_.. ..� .t.. .. DRIYE IN RIGHT OF WAY � • ...r..r:. . .. . .:.� : . : : : ,^ . . . . . . . . . . . . . . - - - - - - - � - . .: ....:.......:.... : EQUIPMEN / ° � ....1.. ...t_:.t. �. r� �- 1-.-1 � s3so.37 ( O REMOYE TREE ,. \ � - _ . , -� � �---- MIT F . . � Q ,. . . J . .; . . . . . + � � � ' 1=1- � I ! '• a.... .,. . i PARKING `\ o , : b RBAN E : m � ' � ISTU C � . .�. ......._..._ . �� i HATCH INDICATES : : : L � , l - 1 - - -A_..1 , � � � .. . . � . . . � � � . . LINE \�/,� �c� _ . . ��,�. _ . _ ,.. : 2 SURFACE 9x19 ,�, .�---- _._ SIAB ON GRADE � � -� , .,.., ...... , � ; r�' ---� � � � / ....1 _.. _ := �- t ,-1--:0.4� ; � I : : � � a � � : -. _ . , �� o = _! _ : . �-:-� ,. . ..._ . . , -�,�� . . . � � _.... � : �-:... �, .. 2 - EN LOSED 9x18 f • ' � ; i-- - ----- ...t.....__ Gf�ASS C „ • �� • • �� • p . . GRASS : : � ` - ., PIPE ; v / �� --�- - -'- -- : ... . � 'Tl / t . . . : : � / . ,� � ��'t�: _ �N IN SPACES ToP . �: a. Q 4 - TOTAL PARK G ( ) 8 . �o.3_; \ -� 7� , . � : J .............. - - ' _ . , a _ , � � , r , - _ _ .___-z----_- . ,1 \ I r- , . � � � � 1 � , � / „ I `;, , �; : � ,i . . , r ` � -- - - - I- \� � ; ..........__.. . . � . �\ . � 1 . , Q , . � . . . -� -.� ��� , O . � � ` � � , . , _ 1 . ; �.� i ,- . . . � (I� w .�- ,. 4 �J \ t ; �� . _ _ �Q. . . _ _ . . : . FLODR ELEVATIONS �� ,�/ , • 1 ' 1:-.. : :... . ...:...... .. ... r � . . . . � S OW z ,� �,��\ i : : - - -- eaeaaz / ,� � , : � , / . . . . . . . : : 7J � _ , . o . � _ � _ . . . . . _ c .......:.........._...:. .. : -- : 8390.4 T.O.SLAB GARAGE . ; �'' � . I / � ST R. �. ...t.�.�,....:.. .�..� . _ , . : ��.,.,�. : O ,, / .,.� . .> C L , � , . ! �� � . � / � . --- --�----- --- -- .. .......... .... � � � .. I 9 S FT. . . : \ , �- I --���� ` � R LEVEL EXISTING � _. , � � _ _ _ _ _ f _ � . .� � �. r..l� . v 8380.25 T.O.SLAB LOWE ) ,�� .,/^ �-.�1'/ , ,,, ,, • : : _. \ ` �-�.� , � !, �, / . ON Q . 1 A�, r i . � . . i . � / i_ . .__'__..."_... .... . :..... . . d� ���'. . . � . . . . � / ;, . -i-� `� �f i , � � . , �.� ,,,�` � �' : -�I �c ' ...:. r _ : ,� _ � ��- -�-� . ��I� . ATI : : �. , , �`� , . LEVEL EXISTING � .,, � , , �� , , 8388.58 T.O.PLY. MAIN ,,, , � � _ � . :, _ _ . . . �. . , , ( � o � � �� , � } o . „ .4 ._:... .... .: . .. � --:-�- .......,:.. 4 CONCRETE PAN BETWEEN , �1/�� d, � ,�. i �/� , , _ .�._ :�. . . . . . . .. .. . � . I, .. � / .. . . . : : ; .< .. 1 . . . . . . . . . . . .. . . . � . . . . / . . . �� . . . .. , `1/ .. . � �,. � . . . . . Q . . . . � . . . . . . . . . .. . . � . . . � �, ��� � � � : . . ; oc O � 1 , , . , ` HEATED DRIVE ANQ E.O. ASPHALT 4 .S T.O.PLY. UPPER LEVEL .. . - i . �/ . .,. � . �.� � .�. .� .". ,. �. �,v..�-� .� �,. . . -� ...... : t. �o .. V o o . . . . . . . . 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RGAp . . . � -�`� , FALLS - � ��r j� , .rr-_.-r_1=��-=- �:- - _ __:_:..� .. ,:; , u- J � � . , , - /�, �� .....�.K_.._,��__.�n�..� . � . _��.z_ __ . �--� �.= _ . � : : T . � 8416.38 T.O.RIDGE ��..� � �' �� . . �� HEATED � Q , ,, � , �;, _ . � _ . . . \,. ,. : --..._;.... , _ � � �!,.� , i � C 1 •. . :. I • / -�,SAND-SET�rt�� N :. , , . � �r;;�,,, SO . ... ... .. , � : _ 3 . 1 T.O.RI DG E ��� �;,,, \ 83 � .. � ��- � � � 8413 3 I- U \ t.� PAVERS, � f �, �� ;•- . _ . „ _ . . . _ _ . E ,..; �-- ; .,� ,3a �, � ; . � � ( ,< �,�-; � ' . � -�. ; k � ' ; ,_ , � ��� � � � � ���L � ,, �� � � � ��,, ,� . i . . � : � �� �., : 8407.13 T.O.RIDGE ! , C� , � � .r.W_z_ , ��.�-�- � � (� `, /��;�, ��-� ��� \ .__..�a..fi ; ,, � ; � f,� /� ,,,^,�.., `,� ,� ,- , : „ ��.. \ • � (� .:.....: . : � - �-. �rr . . � i ( ) „ f, 4 ;� -�- � . . . . . . . .. . _ , ; : „ ,� . ,� � � � ���,,�� � .,. , . 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' , ; . . . j .�. ..� ._. . . . . . . � . . . . . . . . . . . . �� . . . � � . . . � � . � . �'i . . . , . . . . . . . . .. . . . . ... ./ . . . . . . . . . . . . . .. . �� .. �� . . . . . . . . . . . . . . / . . . . . . . ..)�,. ' • .__...� . ': . . � �' . � . _ � � .. _ . � � . , �� , , �1 _ , . , PROJECT . 0905 � ,�J � - . � � � � > � , ; ; , , �, ti � � \� � � -� ; , i , \ � � , , �, � . , � __ __ _ --- . ;f �, � . , ,1 \ . l ),- � / � � ' -, _ {f� � � -.` , ,/ , ,-: � ; �- _ _ ; _ _ , . . � . � 4 : . � � . . � . � .. . . . . . . • . � . � .�\�t }I . . r . . . . . . � � I' � \ ,!( -�f �� . �, . . . .. . . . � . . . . . ! . ' � . � . . : . . . . . . . . . . . . . . . . . �. . . . . . . . .: < r. .. 's . . . . ' . r- ,`---�.,7 � 1f,/ , � 1 , �, ,, 1 . .� q , , } � ._ .�,� _ _ .- . , - � - C�,; ; I I D A T E . PEC 10.19.09 . • • �- i � ,�- �, ,, � , , -. , , / , � , , , � � � � . _ � � J 1 � , ....- �, ._ _ . _ . . �� � ( � / , � � ,�, -�\�-�'� , , , > ._ � . . ,u� „� ,�- � � � . ' , , , . � ( i . . . . . . .. . . . . . .. . . . . . �uc . .'�Itc.. . . . ��/,1 V��.� � �� . . . . . . . . . . . . . .\ . . . . . . . .. . . . . I, �,., . , . . o� . . . . . . / � . I / - / �-- , ,�—. �- „ /f , ..._ _ __ �, , 1!('� REVISIONS : . .. . . �. • . , . ��, . / � . . . J. . f. 1 I . . . . . . ' : t . f . ., . ',. , I � . . . . . . . � . � . � . . �.��,, � : I ` . . . . . • .. .. .. . .. . f . . . . . .� . � . � . � � � . .. � . � � . . ,i , . 1 . ;:.. , . . r� . . . . . \ . . . . . . . . .. . . . . � .. �� . _� � ._: . . . . I . . . � . ��)j� . . . � � \ � . . . . . . . . . . . . . . . . . . . . . . . . . � . � . . . . � .,I, !: � '+ , � . i� . . . . , . . .. . i i. � � . . . . • . . . . . . . .. . . _....._'____ _.......... ,.., . .,.. ,.. ..... ,.'.,. ...—.. � . � �.,6.. � . . . . . � .\ . . .. . . . . � . � . . . . .. `�� . . . . . . . . ......' .___,r__ ._..,_„_' ;. .� : . . "Y, . . �. ( � �, .. , . ; � DRB 12.28.09 . /' .�;� � � / ' . t�.� / \ : : , � . � , i , -- � , < � , . � . �\� � _ _ . .. . _ , �I i . � � __ . - , ; ; � PERMIT 3.22.10 ,- / . , � / , , ,�' . , ; � ; , , � . / / : - � --, = �-�' ._ . , . /� ,� ,� � � ;° ', ' � ,� � � � � � � � i: , , , .. , � REV. 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BASEMENT DEDUCTIO N. _ . , . . . . . , . . . : . t _. . , . , , r. . , f . ,., , ,: ,. „ , � _ . __ n_ ,._ : _ ; , .., _._ . . ,, .. ,: _ .r � _ , .. _. . , ., , , � f . . _ . ; � , , , . , . _ . _ � . � ;, ; , .. . , /. _ � , ;, , ,.. , . /, . . _. , ; , ,, . . ,, , , , ; : , . : , ; . , :_.. '; ; . , . . . . F_ ,: . , I , ,% ,, _ . . ,.. _ , . , l, ,: . _ _ :;. � , , _ _, �: , _ f , ;: :. ; , . : � _ ,. �_ ' . r _ : . .. . . . , . , : ./.- : :- , : �_ i I / �, , , ,. : , : , : , . : , : .. : _ / ; � - , .-. .'/':, :F -; , . ,::: , :..,, . � f.. _: .. :.. . ; ,. . , . ,. ; ; �- . „ .. .,.._ , , . : : , . : , : , :: , , . i. : f. . . , ,,,, , .,., �� , ,� r ,:� . � , ;. i , :: : : �; ,: i „ . . , ; : .. #� . . „ _; ,:. I i ,' : , ; , ,: . / . ; ! , . , .. .. _ . . __.. �, , . . . . . ... _ , , . . . :.. ,. . , _ _ , . i_ , , _ . . . ... i , . � . r . , , , . . . . , f f . . . , _ , � ., / � , . . ; ; . , /,f , _. . , , , , DED TIONS. , � WALL AREA UC , a , . . ..t , , . . /. 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' � . � W RADE AREA BEL G . . . , . ; ,; : :: : : ; ,,,, ;: , 593 SF WALL O � =< ;;: ,,, ;; ,. ; ;, ; , : , ; ; ; ,: , ` - '° � ; , , : , : : : ; . :: ; ,: :;: ; ; ,, , ; , , C : ; , , , :.,. ; ,. ; ;:, ; : . ; ::. r; L W RADE � TAL F BE O G - 7 F TO 90 S 3. 33 S � 0 , ; ; :;: ,;. ; , ,;, ; ; ;; , ; ;,: , . ,; �; : , ; ,:� : ; . : ; , , , . : : : , . , , . , , , i , ,:. , ; : : : : : ; , . ,:: ;,: .. , : : ::i;: ,: o L W RADE , , . . . � . 54/ BE O G , ; ; : ,. , ,. ;;. ,. ; ; ; ,: i ; , , : , , _ _. >. ; : , ; ; �;: , ;:: . ; ;: ; ;r ; f - S; ' , : , ; �. ;;; : : . , : ,: ; ,: , , r: I _ , : . , . ; ; ; >� , . ; , x „_ �:� . ; ,, , � . . , ; --� � ' ; , , ; , � � ;� ;� , ,; ; ; , , ; . ;: , _ , : , ,> , . ; : ,� ' ' ' :' ,, ; � � . ; , :� , I - , , , i. , , . : , ;, : : , . : . , : : �' . , ; ; �' ; : , , ,; - _ , . _ .. �„ . , . . , . , , . , . _ , , � , _ , . � , _ , . _ :: , . , , ,� , , F T TAL _ _ , „ , . , , , , L WER LEVEL 1228 S O , , . , . . , . . . , , , O , : , � f'f , I , , ; ,; , F ,.; ,,, ; , ; ; ;:, ,,; , � ;� � ;; - .t: :: , •; � :: ; ,,,;, , , , , , .,. , f , ; . ; ,; ;- ; : , ; , - . , . , ; . . . , . : . . : . i ' <;�: , : : : : . : ; ;; , , ; : : . ; .; ; , ; .: . ; ; <;: . . /:,'.. , , . : ; , : . : : , , , , : ; , _ ,,� r � , . : : : . . . : . , .� , , , , , : ,:- : ,:, T ED TI N .. , f , ; BASEMEN D UC O ,. , ;:: . , : _: . , , , . . : : : , : : : . : „ . , ; , . ; : ;,: , : , , , � ; , _ � . . :, _ . . : , . , ,. , � ; , . ,f , _ ; ' _ , _ ;' � _. ... . . . . . , , . . � . . . _: . . _ . , � , _. ._ . . . . . . , , .. . , . r' . � : : : , , , , � , : : � ; : . : , . r' : : , : , : : ,.: , . : : : :.:: ::: : . : , . , ;. , ,:: ; , ,: ; , ; ::.: : ; ,:: ; : ; ,. : ; , ;. ,., , _ : _. r , . . . :.. ..: . : . . .:: ..: . : : : : _ : :.: , . : : :;: ;:: : � : , , : , ; ; ; , ., � i _ _ _. , . . . . . ,. , f , o , . , .. � . . . /. : . . , . _ , :�..: ... . : : : ..: ... . , ,:. . . . . ..: ... . . . : , r: . . > . < RFA ;� . , 4 o F 5SFG � . , , , 5 / 663 S 56 , , , , , . ;; , ; : , , .; f. ,. , , ; , ; ;,; ,. , ; ; ,,., ; ; . , , ; ; , �: ,, ; ,: , . : , , r � . : ,; ,. . . _ , , , ; , ,; ;.. ;,,,' ` , , _ ; ; ; : ; , , , : ; ; ; ,,,, , ;;� :' : , , . ,� _ ,. f: , , : � , . : _ . . ; ;, ; .. . ; ; , ; ,-. ; : . ; , ; ; i : : I LEVEL- 1 79 F , : , ,: ; . , EXI TING MA N 8 S � ,;: , , ,: ,: ; ; ; . , S � / . _ / _ . _ . , , , ,, : , . � , : , , . , , : ; , _ , ;. � _ : ... ,. , . _ � _ . _ , , � ,,. ,, , , , . :. : . . . . . , . , _ ,! , _.., _ .. � ,� / , ; , , , : ; , : ; ; /` ,: ; , ; , _ . � , _ ,- . , , ,. ,: , ..,. : _ : _: ,. ,. .: _ ; ; ,: ; , , . . ; : ; ::,: , , , , , ; ; , �: , , ,. ,.� ,: , �; ,_; ,% ;; , /:, , ; , ,:: ,, : : f:J' , _ ; , � , �� , _ , . � . f i / , .. _ , 1 . _ , _ , _ ,.. , �` _ _ .. . , �. _ , ,�_ _. f � . . _ , _ ,.. . . /�_ . f _ _ i , _ _ _. ... . , ._ , . . . . ... . . . . ... .. . , . , . � , _ . � _ , , , ... ,. / , _ ,�. _ ,._ _. , _. . , _, . _. .. , ,. �. , : ; , ; ,: ;v` : :... : . :. :. . : ::: : , .::, ; : : .: ...: : , .: : ; :::. :: , .: ; .: , : ; : ; � ;:: , : ; : ;. � :: ::-. , : : ; :. : ,: : :... ..:: : : : : ..: .:.. : . � : ::: � : , ,,,; ; : ; ; ; ; : - ; f ; : :: :.,.; _ ,. { , . . _ . . � . , , ,. ,. �� . / i,. . . , . , ,. , / . f ... , _ ... . , . _. _ � . . , , ... .:. . . � . , . , ... . . , , . , , _ , .. .. � / ,: . , . _: : ,. , . ,: ; , : _ � : � . . . . . ... �' . .;:�: %��:' i �� .�� i:�: �.:.; :��:�� � ,�:<:� ���:-� ,;' :� ;�:: ..: :.: :. :: . : ::::..:. : :. .:. ..: .�:,� . ,` :-�;::� ; ; ;'. ; ;� ::� :� :-;� :�:� ;��� ;� ;..,� ., . , : , .:, :: , ,.. i , � , .. f. ; : ; , -:- ::: : .: , , , ;:: : , , , :.:: . , : : : ; : ,:: : : , . .:: ..: . : : ; :: , : , - .; , ; : / : , _ . ... , . . . . � , , . , ,., ,!� : i , ,. , ; : , , . . . ,. _ . . , .., �. F T TAL _ ,; ;,: : ; : , : ,. , : : ;:, .::. . , ,r ,:: : : . .. ..: ::: . : . : : : ... :: : . , . .,: :., ; : ,G ; 6. 36 S O , . , . . :: : . ;-; ;,: , ,:, ; ; : /� , ,; , , :. T TAL , ; ; ; : �-.-�`l , , , ,: , , , E W RADE 5 . 70 SF O ; ; :: , . . , ,.. , , TAL 1 F B LO G _. .. , . / � 4. 172 SF TO 6 S � � , , ; . , , , , . . , , ::: , . - ;;: , , , ; , - : ::, ; ,: - : : ; : : , , , ; ,, ; , ; i ; . . . , . _. , , , ... , . . .. �_ _ , ; ; ., ;. ; ,; . _ . ; ;; , ,. �: : ; ; ; ; , . ;; ; ,,.,., ;,, � ; , ,.;;; ; ;; ,: . , . : . : . , . . , , .: . , , . ; , ,: _ , , ED r DE PR POS 2 F BELOW GRA ,. O 0S , :: . , : ,:, . � , , : , : . ,:, :. _ , ; ; ,. , , , ; : . : - , ,. , 41 F BEL W GRADE , . . S O , , . ; : .: : ; , ,. : ; „ ; ; ::; . . . ; . , : , ,: . _ - � :; ,: ,, , ,; , , . � � . ,. , _ �: � � , , � , , � _ , , , ,: , : : , � , , , � , u , . . , . , .f , , _ _ j _ , _ � . ._ ,,;: ; ; ,: , ; ,: ; : ; : _ , , . , : , . ,, ; :,: ; ,;,; ,. ,.;: ,�;. ,: . : , ; ; :. ; : A E 591 SF ,: _. 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EXISTING f , , : : : , ,,. � ;< ,,,< ,.:,. . ; , , .�., r� , , ; _ , , . .. , _ , ; ;:. . , . . , � , _ _ , , , ._, � � �. _ � � _ , , , , i � ,! , , . ,: , , _.,, ,�. ,. ,' .. , .. , ., r. ,. ,. i ,. . , . , , . 1 f � , :, , , ,_. . , ,. . , : „% . ,, , /: , : . ._. : � i � _, , ..,....> , � /. , �, ,. : F . . , : „ . �. : ;,, : . : _ .... . : __ �. , _ ; , •,:. , _. -: . ,," ., ,:.,, , � i , ,: : � , ! ,,: . , , ,-. , / � ,: . <.,..,,_, . , . i '.; - ,. .. . . ..:.. .:. . ,:. . ..:. , ,...: � � __ , , _ . . . .._ .. .�. . , ... . . . . : . . ... . . . .,.r . ! - ; , . : / _.. . _ ... . . ., ,.,. ,._ . _ , ,. .. ..... I / i ,� _ / . ,'' ,, ,,, L : � ; : �. . �. �. � r _. :.. : , ::: .,, : : _ , . , , .. , . —I :F . . _.. ,, � r. : . , 1 F . . . , . _ . , _ UPPER LEVEL 085 S _ ., , , _ , ,� � / _ ,� � / _ _ , , f / „ i _ _ , i _ � ,. : . : ; , . ; , - : : .-,., .. , . � ,. , � f , , . . : � , ,, , ; . . � i ; , , . , .<:.. . , ,: ,� ,, ,;. .. . F— � , � r � / _ � : r : , _ _ ; , : : . ::, .., i: : . , : : � i _ _, „ . . .., _.. .._. .. _ ... —� , : , �.- : , . . / � , , .� : , , , _ , r.,>, . ,., , , , , , ;' ` , : , � : ,-.,, ..,,.... ,,,.::- � , , _ / , _ / / _ / , / , , , _ ...... . :..:. . . Ep , .,, , :. . _ _ : � , / , . � , / / ,. , PROPOS .. . .l . . . . . . . . . .:. . . . �� . , . ./� / i . ./ . . . . . . . .e ,. . . . . : . : . . . ::. ... . : : . . : ..: ..: . � . . . . . . . ... . /. .... . ...�. . .. . . . . . . . . . . .. .F� . . . ..! ./ . . ... . . . . . _. . . . . . .. _— : :' .' .: :::: . :'.. . . ... . . .. l . , .. . . . .. . . . . . .... . ./ . . . / . .. . . . . : ,� i . . . . . . . . . . . . . . . . . . . ... ... . . :.:�`.F �,'.-.....Y.._. . . 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F . . . .. . . . . . . . . .. . . . . . . . . . . ... . ..l: . . .. .:::�'.,` '..,:.....'� . ;... ....,.:' :... .._. . . . . .. . /F. . . . . . . . . ... ... ..:/ . . .. . . . . . . .. . . . ./ . : . .. . .. . . . ... . :�: ..: ... . . . . ... ... .... . . . . . . . ... .., . . : . : . .. � . .... . .:.; � ::.. .... ...... ... � . . . . .. . ...... . . .. . . F ./ . r. ./.. ./......: . . : �... . F. / . ... ... . . . . ... :.. ::. . . . .I : .. :.. ::. . . . .� . ., ... ...,. .r ..... . .... . . .� . . . . . .. . .. .. . . . . ..:. : .. : . . :..::. . : . . :.. .: .' .: :� : : .. ::. : : . :':. .:: :.: i.� . . � . . . . . . : : .: ::: : .-/: . .. : ::: : .�...:.. .:... ....:�.. � .:.,. .., ... ..... �. . . . . _:.: . ,. UPPER LEVEL 750 SF :. . .. I /;f f _, f` ;_ , , , , , , _ I , r _ _ � _ ,, , , . . . � — ,� , ,� ,� , , F-- , , , , ; , , . . , , . . , < . � , . ,. —� , , _ _ , _ _ _ � _ _ . , ,� . . ., . , � , . ., . _ , _ , i_ , _ �' I _ _ .. . . , . ;�' I � , _ .. _ _ / _ _ _ _ _ _ , _ _ _ . _ � . . _ ,, _ ,��'` _ . , ,. _ _ , _ r �` _ , �— _ �! _ , _ . , _ . . .. _ � , _ . , —� � _. , , _ / . . � _, _ . _ , _ ,!� _ , _ _ . _ , _ , r' ,�% _ / . , . .. . . � _ � . . . , _ � _ , _ _ ,�'� , �-8382 _ , _ . ,. , ___ / / : r / / _ _. _ _ , , i _ _. '' ,_ , . , , _ , ,. _ . ._ ,. _ / � _ � _ _ _ --� , _. , _ . n . . . , , � , , _ _ , _ , .,. . , ._. ._. . , . ,� _ : _f . . . , . : . .. .../. . . . � . . . . . .. .. : . . . . . ... . . . . . . . . _; ;_; ; : ; : :� : :�:, ::: : ----- � �- .. �� . . � --- �:n: .� ...-.:.: , .,: .�� ,..�., , �.:,. .�:. .--,:.._ .....,. ...:..,. , . . . / � 1 � _ , . . �i�.`, � . t _ . ._. I , , .,� _ ., . _ ._ . --- . . . _. _ .� _ .._ . , .,� , , --- .� . � �.. _ _ ,.. .. . , -� i --- ,_ �,_ _ . ,. _. _ - - -' /. , . . _ ,A'�� _ - - ---- , _ .. . . ._ . _ . _ _ . � _ �` ._ . /. � _ �. , . _ i , � , . . : _ , .. � ,. , , _ ,%� ,('`Ff, / / _ % , _ . � . . . _ ,.;, .. ,,� .:. , .,.; ,.. ,.., ::, -- r . _ . , � � _ , : , , ,, > . � .. , � _ .. , , : , � ,, , : , : � , ,� I , : ' , r , ,,;,.., ;,.: , ,_,,. �� < :.., � ,. ,:;., . -� � .. , , . f , ; ; ,. :,; , , ,,: . , , :: ,:: , I / .. . . � . --=-� I . ���:: �- , / : ; ; ,� � , :: ;�>'> , ':� : . , ;;:<' _ /� ,,; :: , ,: ;: . . . . � .. � � � . . � . . � . . . . . . . . . �.. I � . �� . ,..,....'; , ;'�`. ^ •.'.,: . .�::�: '�,.:.. , -. .�:..:.. ...�,;..�..,,.., _____J �. . . .. . . . . . � . . . . . � . . � . . . . . . . . � �� ..:�'..::.� ....:,.. .,:.-. .,,.'._r.. .;.. ...,;. ,..:.,.:.'. .:.. �:.".. :..........:... . � � . . 6 5 , _. _ _ _ _ _ , . . , ; , , , , . I ; , , , , +8384 +8386 �--- -- —_. �- - - ------- � i ;, ;; _ , � , , , i , • , ; �) � P R O J E C T . 0905 , ; , � 1 - a � DATE : � PEC 10.19.09 ' � ; EVI 1ONS : � R S - DRB 12.28.09 . , LOWER LEVEL GRFA UPPER LEVEL GRFA � 2 ,, _ , ,, 4 „ , „ 1/8 -1-0 1/8 = 1-0 i . , , ALCULATIONS: ALLOWABLE GRFA CALCULATIONS. , EXISTING GRFA CALCULATIONS. ; PROPOSED GRFA C LOT SIZE: 19 040 SF ; , � = ER LEVEL = 565 SF GRFA � - — TOTAL ALLOWABLE GRFA LOWER LEVEL 565 SF GRFA , LOW _ , _ , _ �----- _ —_ .46 OF SITE AREA UP TO 10 OOQ - 4 600 SF MAIN LEVEL- 1879 SF GRFA MAIN LEVEL 2,719 SF GRFA(ADD 840 SF) > > G RFA _ = UPPER LEVEL = 1 835 SF GRFA ADD 750 S .38 OF SITE AREA > 10,000 AND < 15,000 1,900 SF ; UPPER LEVEL 1085 SF GRFA , , ( � � ITE AREA > 1 =525 SF .13 OF S 5,000 I � ) � - T TAL EXI TIN GRFA=3529 SF TOTAL PROPOSED GRFA= 5 119 SF , TOTAL ALLOWABLE 7025 SF O S G , --- --- -- -- - , - ---- ------ i ; , ; , _ �! ; GARAGE CREDIT= 600 ; EXISTING GARAGE =578 SF ; PROPOSED GARAGE - 591 SF !, ; _ I ; GARAGE CREDIT 600 SF I GARAGE = 0 SF GRFA �,' '' , ; , , , ; a _ ; � I ; , �: � � _� GRFA CALCULATIONS , � �� � � � _ , , , , ; � � � i ; � , � i i � °� i, - I L�? 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BELOW � � i : � � , � � R M VE EXISTING ' I E O � � ,� _ � SKYLIGHTS & ROOFING _ ( _ ` � � ( --- ! �n � �, ,� — J � I � . � . � .:�. � � :� . : . . . . . . � . .. . . � . � . . .. . .. � ... .. . . . . . . . .. . . . . . ..—__L — . . . - - . . . � .. . . � . � . . . . . . ( . . � . . . . . . � � �� . .. � � . . . . . . . . . i .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .� �� . . . . . . �� �. .. . � � . . . . . . . � . . . .� .. � . . . . � .. . . . . . . . . . ; . . . . . . . . . . . . � � .. � . � . � �� � . . . . . . . . . . .. . . . . . . . . . . . . . . . . I. . .. . � . . .. . . . . . . . . . . . . . . . . � .. . . . . . . . . . . . . . . .. . . . . . .. � . .. i . . . . . . . � I � . . . . . . .. . . . . . . � . . . � . . � .. . .. . . . ... . . .. . . . � . . . . . . .. . . . � i . . . . . . . . . . .. . . . . . . .. . . . . . . . . . .. . . � . . . . . . .. � .. . . � . . . . .,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (. . . . . . . . . . . : . . . . . . . . . . . . .. . . .. . . . . . . . . . . .. .. . � I � . . . . � . . . . . . . . . . . . . . . � . . � I I ! I ' ( -� _ . � i — ( I � i � , ( } i o � i I ` \ � � \ / ( ( ; ` , I i f — I : \ � i ; �—__--<<= � I i , ` � I I � , , � I � I , - � I , � I II , I � � , � I � i � I I -------- , I I I � � , � � � I , � o. I I ; I I I I � � � I � � EXISTING BATH � —( ( , , _ � r-- — _ � � � � _ ARAGE , � I DEMO. EXISTING G I � I , --�----------------- ---- -------- , I I , I i I _ _ � , -- ----- -- = ----= -- --------- � , I � --� ,� , � � � o . , , I , � —_ � , � I , EXI TIN BEDR M _ _ 1 r—i S G 00 � , , � � � � , � � � , ,� � � o � r I ( , , i � ,—� � i � � � � �, � � � � � i � � EXISTING BALCONY i � � � � i , � _ � < , � � _ � � , I � � ( I �— � �' � i � � � e � � I � — -- ---- � i � � � — � � I i I Q i , I I � I i � , , I 0 m I � � I _ I EXISTING BEDROOM I I I I � � � p � � � ► I I � i I I � / , I � I Q � � �� � � J _ , � . —1 � WALL KEY. I � REMOVE/REPLACE REMOVE/REPLACE � � _ Q . _ � � WINDOW WINDOW I EXISTING WALL TO REMAIN � �—� � �.L � � � J - - - - - - L - - - - - - - - - - - - - - J DEMO WALL _ - - - - - - - - - - - - -'- - - - C =— � --- - - - - - - - -- - - - - - - - - J Q _ — - - - - - - - - - - - - - - - - - _ , „ I— U 5-0 � � REMOVE SECTION OF WALL 0 J FOR NEW WINDOW � — m Q — -- � � —_ — ---- - L,n , � M O M - � ; � � � , i : ; � I � I � , _ � ,. � L------ ----- -- — -- ' - ° _ • PROJECT . 0905 � DATE : PEC 10.19.09 I . VI i N . _ _ RE S O S DEMO PLAN UPPER LEVEL 1 „ _ , ,, DRB 12.28.09 1/4 — 1 —0 � DEMO PLAN � U PPER � , � . . , . . . � �.. . : � . . �. .� . . . � . . . . � . . .. . � . � � . . . . � � � � . . � . . . . . . . . . . . . . . . .� . � . . � . � � � . . . � � . � . � . . . � . . . . . . . . . . i . . ,. . . . . . . . . .. . . � .. � � . . .. . � � � � � � . � � � . . . .. . . . � . � . . . � � . . � . . . � . . � . � . � . . � . . . . . . . � � . . . . � . . . . . . . � � � . . � i , . ... .. . . � . . . . .. . .. . . . . . . . . . � �. � . � . . . . . � . . . . � � . . . . . . . . .. �. .. . . � � . . : . ��. � . .. . � � . , . . �� � � . . . . . . � � � � . . . .. . .. . � .. . . � . . � � . � .. � . . � . . . . . � �. . . ' _ . . . . . � . � . . . � �. . . � � . . . � I . � � .. � . . �� . . . � : ` . . . . . . . . . � . . � . . � . � . . . . . . . . . . . . . . � � . a � � . . � . . . . . . .. . . . . . . . � . . � � . . � � . � . . � . � . . � . � � . � . . . . � . . . . . . . . . . . . . � . .. .. � . . . . . . . . . I, . . . � . . . . . � � .. � . � . �. . �. � . .. � � � .. . � . . . . . � . . � . . . � . � . �. �. . �� � . � � .. . .. . � . . . . . . . . . � � . .. � .. � � . � . . . , . . . .. . .. .. . . . . . . � . �. � �. . . . . . � . . . . . . 'II i . . . ,. . � . .. . � . � � � � � � �. � . . .. � � : .. � . � . ... � . . . . . � . . � .. . . . . . . .. . . . ... � � . � . � � . .. � .� � � . . . . ' . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . � . . . . . �I �il � � . . � . . . . � . � . . � . � ... . . . � .. . . � . � . . . . . . . . . . . . . . . � . � . . . . . . � . . . . . . .. . . . � . . � . . . . . . . . . . . . . . . � . . . . . . .. . . . . . . . . . . . . . . � � � � . � . � . � . .. � . . . .� . , . � � � � . . �A ry� . . . . . . . . . . . . . YJ W . . . . � . . � . � . . . . . . . . . . . . .� � . . . . : � . � . .. � � . � � - � �� .. � . . . , � . . . .. � �. . . . . .. . . . . � . � . . . .. . . .. . . . . . . . . . . . � . . . . . . . . . � .. . . .. . . . .. . �/y A . . .. . . . . . . � . . . . . . � . . . . .. � . . . . . . � . . . � . . . . . . . . . . . . . . � � . . . . . . . . . . � . . . . . . . . . .. � . . . . . . . . . .. . . . . � . � . � . . . . . . . . . . . . .. . � . . � . . � .. . . . . V/ 1_ II � �. . . . �� . - . . � . . . . � . . . . .. . ..._ . .. . . .. . . . . . . . . � . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . �/� . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . � . . . . . . . . . . . . . . . .. . . . . . . . �l/. � . . . . . . . . . . . .. . . . . . � . . . . . . . . . . . . . . � .. . � � . � . . . .. � . . . . . . . . . . . . . .. . . . . � � . . . . . . . . . . � � . . � . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . � �y . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . - G _ T y� � . � � I� I � , O N U � n _ . � O O ti U � _ � � _ O � � ti N _ N � REMO VE EXISTING GARAGE RIDGE CV �1_ ; ; _ _ _ _ - - - ' N _: �_ �� � ; - - EL +8412 0 � NIF) � T , X ' _ _ 0 i , 0 , ( , � � ! u � , ,, i � I , 0 ' � : � � �--1 � I , , REMOVE ROOFING � , � , , ti , , , ; � O � ; REMOVE ROOFJNG � �_� ; , MATERIAL TO PLYWD DEMO SECTION � , , I ; , ; PLYWD � , , MATERIAL TO , � F WALL FOR � O •- , � , .; _ , IND W _ NEW W � � , ( , , � ; � , �� = O O - — — — — —— — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — � � O � � � ; o 0 0 ; . � � � _— I -� � ' � Q O -- - .�-- C� � � . . . �. . . . . p .. . . . . . . . . . . . � . . . . . . . . . . �i ��� : . . - . . . . . . . . . I O . . . � . . . . I��� . . . . . . . . . . � �.. �,. i � i� � . .. . � . . . . . � . . . . . . . � . . � .. � . . . . . . .. . � . � . � � . .. . . � �.. � �.�. ��� " . . . .. . . . . . . . . . . . . . . .. . . . . . . . . � � . . . . . . . . . . . .. . . . . . . . �� ,I �. i�� . ,i. � . : �. . . � . . . , . . � . . . . . . . �� . . . � � .. . . . � . � . � . � ,�i � �I� . . i . . . . . . . . .. .. . . . . . . .. . . . i . . . � ..� � � . (�� � . . . . . . . . '� . .: . , . � . . . . . . . . .. . . . . .. . . �:� �,� . lil�i . . . . . . . . . . . . .. . . . . � I . . . . . . � � . . � III � , � � � � , , , � 0 � o � �� i � � i 0 -U , L � � ���_ . � � . . O P . . . . . . . . .. I, . '�---7 ::� .. �� . . . . . .. � O . �.. � . . . . . . . . . . . � . . i i� . �� ��.��. / . ,��.. .. . . . . . � . . . . . . . . . . . . . . .. . . . . . �,. �'. I ��. .�. . . - �� . . . . . . . . i. � i� . . . . .. . . I �.. . . . . �.. . �. .� :,I i :i�� . .. . . � . . . . . . . . � . � . . � . . . .. � . . � . . . . . . . �i .. � .. . . . . . . . i . . . . . . . . . . . . . � .. . ,/ . . :�. . � I . . . . . . . . . . . . , �, TIN R04FING , � M VE EXIS G � � �. RE O , � � , � , �� � „ � i � , I , , o 0 , , ti i� o � ,, , � . .. � . . .� . . � I .�.. . O P . . . . . . . . . . . . . . . . I \ . � . . . . . . . . .. . .. . . . .. . . . . . . li . . . . . .. . . . . ( . . . . , : i, . . . . . . . . . . .� . . . . . . i t . . .. . I � . . . . . . . . . . � i .. . � . i . . . .. . . . � .. . �. .� . . . . . . . . . il. . . . . . . . . . . . . . .. . .. . I � �. . I � . . . . . . . . ... � '� .. . . ( . -_ . . . . . . . . . �. i � . . . . . . � � � I .�. . . FIN �� , . 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Q v I �. __'._...._._- _- -___—.. ___'_..._"-_. —. - — _—_. ,, .. _._. � _ Q O �i O C7 C� C� Q C� Q Q C1� � C7 ✓ .� } I _ � � � � �� � c� � � � _� � �, _ - ---- ______ -- _. ., , ,,, . ., . . � ... . . � � � � �� � �� FIRST FLQC'�R � .. . . . . . _.. . ...:... . ...... ::., ., , . . . . ....,:..,.., � �; .:.�,,� .. . ...•: . o 0 o c> o P O o o � a o 0 0 0 � v o c� v o 0 0 � . . . .. :.-.. . _'., _ .. �� . . . ::.��. ..-. . � �:r�. . . -� _ _ . _ —. — — — . r n . . � ��--- �----- - - .. � � . .�. . . � � . .. . . � � ._: '._.: �� �- � � '--.,;, �. .'._ �-� . ,_.• . , ... .�::, � _ . . . . - -- - . , . � . � .. . � � � . . .. � . � . . . . . . . .. � � . . . . . � . . . — � ;°:,.; � ,--� � � EL+8388-7 AFF i � � , , : ,. . _ � . .. . .. _ . ; ' '. , ,.::. ,; _ . . _` � -.. . ; .` ; . , - . ; - , .. ;: : . , :. ' ; . ,-- ,. >.:. . -, ` ,.. .. _ � , LOW ROOF. I T EXI TIN WOOD WINDOWS � ,. . . . >: :° _ _- PA N S G _ , , ;. - - , � . . , ;,-,,_ : ,,:: .. , ` . , ,; , _ ... . _ _. .: _. .. _ . .. . _- .,. . ._.. _. . ,. ._ . , -,.. .. . - , :,.. � .,... ,.. -:;:_ . DAVWCI SHAKE:TAHOE STUCCO: ,.� . _. .... _ _ ... _ ... . , . _ � ,_ _.._, _ _. . .... _ .,.-. _ , : , ,.. . - O ..._.. ....... . ....... ... ._... .. . . . _ _ > , ' , .. . __ . ., . , .,. ,: ,. , TO MATCH NEW WINDOW COL R ,.. , ..;,., , . , , ...; :.- . . . , ___,. _:;..,-: ,. . _ __ :__ ......... . .. .. .. , ., ., . ,:.�_ ,. .� . . _ . . ._ _ ._ : _:. _ . ... . .,. . . . .. .. ., . .. ,_. ...._. STAGGERED COURSIf�1G J . _., . . . ... . _ _. . .. . . - :. ,_ ;._ ... , .. , .. . . .__ . . ._. . _ ._.. BEN AMIN MOORE . .. . _ _. _:... _ ... . __: -. .. � ,. , ,,. ,.. ._.__. _ __.._ _ -. ,__ _. . . .._. _.,._. . . .. . . ... __ _ . _ . . ... . , __ _ . ..__�. . _. . _ _ _ __ . � :, __. , , _ . _ ., . _ _ . ... . _ . . -, SIDING: ....._ . . __ . , ...:._ . . _ , _ > . .,. _ - OT SPRING STONE � I AC 31 H I ,__ ... .,_ ... � ; . ,. � ; - .� ... .: . . - ,! BEN AMIN MOORE ,.. : .:- ,: ._., :- _�, �- . . , ,_ ) :.:. : ;. ,,.,. _� , . . . . _ .. .. , . . ,::.: _ _ _ __ _ Y II _. ....:. ._ , ,._ : .�. ., . .. .. ... :., NEW WINDOW NEW DARK SKY ENTR • - D VENP RT TAN ,;. . ,_ ,,:_ .. HG76 A O .;, ; , ,< , . __ -:__ . ,,, I �:.,. ° ; .. _. EXTERI R SCONCE ., O _ _. .: _, ; ;:;: ...-.:, . ..;_ . _. -: � , ._: ,.: , . � . ,-: ,:.: ._ _ _ ::>.,. , . _ STUCCO: _ . ....... ,: �. . . . _.. PAINT EXI TING WOOD WINDOWS _ S M RE ,.::..�-.:. BEN AMIN 00 .. . � STUCC0. TO MATCH NEW WINDOW COLO v � BEN AMIN MOORE AC-31 NOT SPRING STONE � AC-31 HOT SPRING STONE LOWER FL�OR� — _ - - _ — — — — — — — — • — — — — - - — — - — � �� EL+8380-3 ,VIF � , � � � , Q E AST ELEVATION � O I „ , „ � e I/4 = 1 -0 � � � 0 _ Q ` � J m : J � 2 4 A 01 Q � A301 3 � �..L J Z O : � � RIDGE _ _ .:._ — � + �_ �� � � � �i I II � � � EL 8416 3 , � ( ; , � � ( ( Q � � � ( � I I � � I � ; ; � _ � i � � O ; � � � � Q � I � m , i , � � � � > RIDGE _ _ ( - _ — I.{) I � i T.O.PL. +8413'-3J5" ! �� ! C� I i � I � Q I : I , - � � M � -- -___ i ( NEW STANDING SEAM METAL ROOF PETERSEN ( i --- - ---- � � I, , , I _ ' ° --- ----..._----_ ALUMINUM DARK BRONZE NEW STANDING SEAM METAL ROOF ( o --. ___.._ } I � � I � o � 3 � (PETERSEN ALUMINUM- DARK BRONZE) ___ --- - _. _.-- -___ � - -- � --- --_ '-- --- - - --- A301 A301 � --- i - ---- ---- I __... --- --� �--- �---- --- _ � / � � � I, � CEDAR LAP SIDING MATCH EXISTING: --- ---- ---- ----- --- -- - --- i �� � � ; � ! - ---- --- � --- I � � i I, � BENJAMIN MOORE -- --- - - -- --- --- -- i , i ,� � �i � ; -- ---- - ---- ----- ---- I � � I � - - � wzo ( I � I i li HC-76 DAVENPORT TAN ( ; - --- ----- ----- � -- - -- -- - - - -- ---- I _ � I � � � � � I I ( , i � --- I �� � ------ --- ---- --- i I I� � -- ---- — -- —---- ,� i , � � --- � , , I � --- --- --- --- ---- I i �� , _ _- -- - I ✓ i (� I I i, , i , � � � � � ii ; I, � LOWROOF: - - I i ' I , , I I � ---- � I , ( --- — ---------- --------- ------- , i I ( � � � --- I ! ' , i I � I �� ( � DAVINCI SHAKE:TAHOE , , , --- _ ; � i � � --- ---- � � � � STAGGERED COURSING ; , I I ( il � � ( I � I ! 1 _ - ----- --- ----- ---- __ ---- < I , ;� , i� , � � � --- --- --- ---- - -- ---- I � � i� � I ( I ; i � - - ---- _--- -- ---- ---- --- - i � I �� I , � � �� I -- =-- --- -- i ' -- ---- - ( i � � � �i il ---- ---- --__ --- - - -- -- ( � , � ; i , , ( - --- - - - --- - - ; UL FAMILY ROOM I, I I �I � _ _ _ _. ..__ — _ EL+8400'-4 I/2�� — ; — i__ _. . , - - _ -- - -- --- _ ..: , :..: , _ - - - - - - -- --- ' ,�.__ _ .: ., .- . . .,.,.: . . . :. , , , � � . _ ,. . _., . � , ; , ; , ; ,._. .,... _.. ..... _...._ : ...._ _:. . _.. � I , j ' I . _... _ ,,_,. > _ __ , , ,, ,.. . _ . ,.., . . ,_., . ...... ,_ . ....... , � . , � _..,,.. ._ . ,._. .. , _ _. . .>.., -- - - ---- ---- --_ I .�-...., , _ ; ;, ,.... . . ,:: . -� - � --: - -- -_�.. A.._:.- -; - -- --;- -- � - - .. .. , -. -:- < ; . _._ ;_ L ; ._ :--- P R O J E C T . 0905 ,: .., _ _ ... ., ,, ;:. _, . . , ,:,. ,, , .� . ___ . _ _. � . _ _.. _ . , . . _ ,_ .. . f __. , _ _. ,,_ . _ . -- --- --- ---_ _..__ _ _. . _. ... ..,. . , . .. . __... bN3+ W4 , W5: 6 , W7 _ . . . ., ._... . W2 i W ; ' ,. .., , :., ,.._ ,_,._....... .... .. .... .. i , i ._ .:_. _ . _ . .. .._...,: . i ---- ----° --- '— -- - - -- -� ---'-- —�- ' - — ' �-- - �.� .._.:.:..... . ....... _..::.,.. , ....:...� ,._. . ,. �- -�-- �--<---_ � _ , . , / __ . , ._ � � ,- : � - ---� -- , _. ...:.._. , .. . ,. _ . ..,... - - -- --- � � � . �, � � , , :.. ,., :,... , _. :. ,.,.:. , ..:...., - - , , , ,.�::: -:., , , ; � . .:,.. , :;., I , , ;., ,�. ,,:; ( . ':. ..:., ;- ;;: _:- � . .::. . :. :: w, - ---- - -- - -- DATE . PEC10.19.09 , , �.- _ _:_ ; . . _ --- , ; , ,.. - � . ,. O �>_ ;:- , -, ,;: -- -- -- -- --..._ -- ---- --__. __._ --- --- - --- -- ---- -- ---- -- - -- - ----- - --- - ., - - _. - - - __ __. STUCC . :�-� ; ,, , -- , , O. r ,._: � . , . ,:: ,,..,. —_ , - --- - - -- --- ---- ---- - - --- - , ... , - - - -- ---- --- - - ---- --- -- --- - . , ---- .. :: ,. - - - -- ,., - : <_ ._._ " REVISIONS . MOORE ,. ,..:. --- ---- -- -- - - _- --- --- ---... _____ BENAMIN , ._,, - ; ,:.. -.; ., - 1 ; � . : .., - --- - -_..... ---- -- - - - -- -- - ,,... . - , ,. . . ;; - - ---- --- --- ----- -- - - -- -._ -- - - -- , __ - ;. . .:. ... _. -- ---- _ -- -- -- ---- - - AC 3I HOT SPRING STONE ,.:. - . .., , . �,. . ,_ .... . _:- -- _ _ DRB 12.28 O9 �: , . : : ; r :s. .:.,, ---- ---- - - -- --- -- -- — --- - ----- .: ; -- - -- - - - - -- - - - - ° .;, ,.;. ;_ _t , -. :' - - . - ,. -- - - - ` _ — - - - - -- -- --- -_ --- - -- - - - - - - - - _ .._ : .. . ... . :., , . : _ -- PRICING 02.16 10 - - --- - - : ;;-. . ,- .: �:,: - . _; r _ ... _. . _ . _ ,�. .. -. > . : -- -- -- - --- -- - ---- _ -- --- -- ---- ,- - - --- ---- ` -- ---- < < . , .. - -- _.._ _..-- - - ,: _ , :- - - - - -- PERMIT 03.22.10 _� - - - -- --- - - --- - ---- --- ,. -- ---- - ---- - -- -- ---- ---- ,- -- --- - --- -- _ -- - - - - , ;; _ _ - _ . :,: _,_ .. _ .._ . � --- --_ -- - --- - - - -- --__ PERMIT . 7.1 . ---- -- - --- - ----- ----- --- -- -- --- --- - --- - ___ --- _ R EV. 05 0 0 ,.>_ , , _ . --- -- ;�-. ._ ..,, , .:_.,. . . - -- - _ ; � ' - ;� - - - -- --- -- - --- _- --- - - -- --- ---- - - ----- E TER . ;: ;: - - -- --- ---- - - GARAG /MAS -- ; ;_ ;.� _._. , — , �� ,, .: , ;. E�+ . ,._ : : .. , S 90-4 I/2 _�. ,.,, ;: . 3 ,_, <: .. . _ .,: _ : ._ _. , , _ , ,.; , :l -:. WEt'LAND DELINEATION WEI'LAND DELINEATION _ ....,: � - CEDAR LAP SIDING MATCH EXISTING: ; , � ; BEN AMIN MOORE -. ,--, ;% J - //:/ � , , ELEVATIONS _ , . , HC 76 DAYENPORT TAN ,,; : _ ,: � � � STUCCO: � � I BENJAMIN MOORE � # � _ � AC 31 HOT SPRING STONE , � , _ ( ' _ S W LAND DELINEATION NON-WEfLANDS WETIAND DELINEATION I NON WETLAND Ef i ¢ j , i ; NORTH ELEVATION � ; 2 �� i I/4"= I'-0�� I I y,� I I i� ; ! . II, i I i � � .. . . . . . . . . . . .. . . . .. . � .. . . . . . . " . . . . . . . . . . .. . . ... � .. . � . .. . . . . � .. . . � � . . .. . . . . . . . . . . � .. � . . . � � . . . . .... . . . . 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I � � . . � . � . . . � . . . e,aoo �o�.� . . . oo� . . . . . . . .. . . 000,oeaq�, MASTER �= � ,a0000�� �,°, o0 0 �,. , o0 0�0, : �° � <<. ,e� ; oa �- MASTER o a °a� � ��o,�o, �o .e�o�oa�o,.o� -- — ,o= a�e _ �, r ,- ,00 � oo.a , — o. � e,o 0000�e�QO�;o�ae�p� �o 00o a�o 00 �o.,,�o� a � , �� � + �o��e°000000,�ee o0 00�oo°,o°�;a�o°�o o �,a„o.;�o� �ao 8400-4 I/2 , oo.v0000e�e0000a�va�o�a,.��o�� , a T.O.PL. �a�o �oo.aoo ooeoaoo�,o�o�o�a��o.a��ao„e �.,o��o�. ;oe. .:, ,ee�;�=«,��e�oa�o eso�;;e.��oo�°o�o;�,�;o�ao.=,.a o,�„e�. �; ' o 0 0 , � , � e,. :�. � .o� ���000°a o�,o�o��°eo ooe aa o,�ooa �a�000�,oe,�o + ,. . ., o.«,�:a,�,�,<<.<<�;o;=o.=;,;«�>;e«�e�,e:��,o�°a, I oe� o� „��ooae���ooe��oaaoo°o�a�e,��0000e a � T.O.PL 8400-4 I/2 �-� o e<<,�,�.,��,e, �. ..„ �,.. „ „,e,eo���a�, _� �_ ,.� ��,.,<<o �„��,o�oo�,�,.�.�o e,��,,:,e„o« ,o�oo�,e, o� , o � � , , o a �o� PNTD ,e=o00 ovo ao>ao�,o oe��o poo oo= � �,000�o=xe,0000e��,o,o�v000,�o�,�ar'�.r��°...::��e,•o;o���e�,=oa� . . . . . ��o� .r�r5.�i.u.rri�u . . . . . . . � ,�aa��.��==s��;�_�;=�o�°;:�';�.o��.>�,e;a=;.�e�ce=oox��e=��= PNTD �e� , � o � e�e GYP.BD e�„ ( ( ��,,. o� � ,; ,ooa.,>„<:.,o oo�,<«.�„,�._._,�.,,>,e���aa,��__�_ _ ;� GYP.BD o ` --- . . . . :.� . ,�a .. . . .. . :,� . . . . . .. . . . . . .. . � � . � . . . . . .. .. . � � . . . \ � .� o= . . . . .. . . . � . � . . . . � .. . . . °`° -- . �. ,a� i l ��a � o„ _ ,. � ...__... , 1 ,� , � � OPEN , 0 �ep GLASS BLOCK � o :o ' / a I e, — °a�°� WINDOW � _» GLASS BLOCK � . i I TILE WALL �e ooe � _°� �o� a, o. . , o WINDO , i . o i � . . . � o�:. � . . � . . . . . . �avo � . °_�, . . . . . . . . ... � . . . . . . - . � . . .. . . . . . . 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H WE�t o0 S O � i ,ae �o�o a�o a,o 4 � o W ,e o,� :� BEDR M sao C :e � , o�o 00 BEDROO M �e , vae :o° 105 , �� �ooe aao 4 �e, aoa �000 ,000 « 0, , „ � — „ <« ,� ,00 _ o0o A302 ee a � 1 1 a� 0 1 Q7 —� o°o �, �0 0 �, oa� � o , � � o o , ,o 0 � �0 0 a, o � o „• � «� ,,, oee , �o� � o , 101 ,o a Q �a, , e� o� �o� �o� , , � a �oz , � � o � o ;�, , ,,, e�, I �a� �o� „, ,; � �e � o Q� _ �,,, � \ � I o , � /, .,. , , EAT PLUMBING �, o a , . , � H � , i / „ �_ o a. ----: o 0 � /f ,� i , o /� � .�o ,.,%;,,,,, ;�o �o �. - e I �oo as� -- o00 ao �.!/;: ,. ,00 � o,o CHASE IN FLOOR ,oa ��> ,o- /!/ I e oo, .— :. oa�o ,/i,,; �o � ,- o00 ,a�a //�� r �° oe \ �o; ; ��, �� � °� ;, I /,,. �a� / „ �� , . �, e_ ,� „%�i �, o„ °•� 000 00�` ° � o�= o�� , , e�o ,_ i, ; ,« ,ao , °o, ,-- . �,o � i � � o , „ � � %/�,i 1 e,. o 00 � i , i, 000° ae; ,. ,.i, ,00 , e vep MASTER LEVEL � � MASTER LEVEL a;o ;,, . . ... ..... . ��o — - + �_ �� T.O. P LYWD. EL 8390 4 I/2 .. . . . 1� fl . . . . . . . . . . . . vo�°ooee°�de�ve eBova o88�°000°�°��8a�000�o so�ove o000 o>�ee D0000e�oa�e,��o o ase°oe��oo�o��o°ee�e�°vo 0 oo<D S�o�o«e°„aoo vo ao°;So oee«oe a,e'aa ao�88�° o,o oeo8°oe°ve,oao e;°=o,o,o=o ovesa voo 000= 0 ososae e,ovo e,°vo geoa oa a=,poeoo oo�ae Sa= a,�o,es'«<°.°�oa�e,ao=e e ee oaa e°„�°�,o,So°aoo'Pe,2b°va;,4.°voo;�=8oae,00 oe a9e oaoo e„�o voo^o�e= o S a°va ° va�>oo�o a o 0 0 0 . .,. ... . ., . ...,, . -�..�_.,o..,o..,o-u .� ..e o,.ae:�e o . + . . � . . � . . e°< «,�,o»°e��°=o««e.o aoo aoe e,o vo�e;°ooa=,o o�;°oo�«°,�o°o«°Dee o�oao�e�o oao�e oso oe�ee,a�ovo oee° e �� � � . � � � � � � . � - � . � � � � � � � . . .. � . . .. � . . . . . . . . .. . . . .. . . . .. YWD.EL 8390-4 I/2 a� ,ee aoo�a o,oo,„e o,a,e e� „,o,ao,,o �e „�o,o«�,o�, ,o ve �, ,o a, o.o>.,vo.,o�,e..,�oo...se.oo�, ee.o., o.oo,,a. �.o� e. a. . a�,sa e� oe e T.O.PL 00-o, -a,a-,�, .,,.,a-o,;;�e�ea�«,a,e;e , , , , a o ,. „_„���e�„e a, «e�,e e„e a,e oa .,ae a� „ �. o. �. a ,_o o � e ,00,o;ee�a� ,� •o :��000�o�;e oo�,, � o,oo �ae ee o,�oo�aa�,e soo,o, �000,:•e�o o�e:,eo�.��;oo va,o�.ee�o 0 o�evo e oo��,ee���ao , e ,. �. ,.;��ao� e o o , � ° �<<000..�e�o,�:�,e�e.��-��..�a,e �e ,«o�e�,<<oo�a�eso�„��e:,�;po o�o�oe�,o 00 0 � ooe..� °° � � so�.:o,e�,o �oo e, ea oo ee e.e��o�o� 00 00°o��o�o���a oe�o o e ooe oese�oa� �o a°a�o �o oe e�°o�,� e �� ,o.�o o„ � �...�, � ° � :,De o0 0o e ,�o e�°o oa.o«<����o� o. e�� _-- I I : ,._� , , .,;` �� ��° I ---- i . , � I SPRAY CLOSE-CELL -- HFAT PLUMBING SPRAY CLOSE-CELL _1_J_ i I 1 i INSULATION R-48 CHASE IN FLOOR IN UTATION R-48 � � 5 I i SPRAY CLOSE-CELL ' i I , � INSULATION R-48 i :,--' EXTERIOR DUROCK W/SPRAY I � WATERPROOP MEMBRANE . . . . . . . . . . . . .. . . � i I . .. � . . . .. . .. . . . .. . . � .. . . .. . . . . . . . . . . . . . . .. . .. �� � . � �� . �. � . . . . � . .. . . i. � � . - � . . � � .. � . .� . �� .. � ':�� .. .. . .�:. . .. . . . . . � . . . . . . . . . . . � . .. . . � . � . . � . . . . . . . . . . .. . . . . . .. . . . � � � . . � . . . . . . . . . .. . . . . .. �/-- . . : . . .. . . . . . . .. . . � . . . . . . . . . . . � .. . . . . .. � . . . . � -- -- --- � . -- --- � � � . . � � . . . . . . . . . . . . � .� .I . . . . . . .. . . . . � . . . . . . . . . . . . . . . . � . . . . . . .. . � � � � . . . . . . � � .. . . . . . . . i \ �� . . .. . � . � . . . . .. . . . . . . . . . . . . . EXTERIOR DUROCK Wl SPRA � WATERPROOF MEMBRANE ' i ( : II � � � I ( TI N THRU MASTER , , WEST CROSS SECTION THRU MASTER EAST CROSS SEC O � , 3 � � ��_ , ,� I/4" = I'-0° I j I/4 — I -0 � _ 1I _ � � � I � - � . � i � , ,-_ � _ RIDGE O n _ — — �_ I RIDGE _ — — — — — � �o oa�. — — + 6�_3�� , EL 841 � . i n . . � .. . . . . . . . . . . � . . o0o ae°o � .. . . . . . . . � , . . . . � . � . . � . . � � . � ,o�vox,>oa,�e . . � .. . . . . . . .. . � . . . . . . -_� . . _ . . . . . . . .. . � a a,�,���o . . � . � . � . . . . . � . . . . . . . . . . . . . . . . . . . . � . � . # . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . 8416 3 ao°o;e��°;o�a� � � 0 ooeoo;o�e�e; x. � Q oo�o�o�«�e,�a ae aeo��o e��ea o o� o�, ° ;,��oa e �, o,o,e o a4°oa aoo�„ �e o00��o,� ,;��e�o�oo a; �,o�ooaaao��o��e o,00�;�0000��� °e;� �e°o o�e�,�;a�� oo��eo�,o� ,o,00�•o. ,,�o o.o oe o� o ae oo�a°� �epo,e oe���va o�o 000a,oa°oo oa , o ��o�o��e, �o � ��. _ :�, � � . v �oa.o�e, ,�;a oo�o ��ee e,° e��° se� ,,,,oo�;,�;�� ep e e ooe _ ,o�a000�o o���a o�e oo�� � ,ae ao,;�ae,o 00� , , oovooa��°eo 00 ���,00�oo��°a��;oa �����,�oe�e �o °o,0000°oa�a��000���=°oo�a e�, 000�� � o�000a o„�oo��oo,����oo oo�,o°o� oo aoo��poa aee ooa�to,0 0 .o��oo�o�o,,�o �� .��oo��e �eoo 0000�e"°o�o,;,a�e <<o � „ ��e�o�oo oa��o°o��a ,�� o,�«�e;ovo�o e�=.� ao oo��e� � � eo,�e �a a�,� o��, o0 � �aa<<<°o�s�,a�� ,e, e.e�„�� � „��eo� o„o o,�°o �� o� ��� ��oo�o�o�o��e,a � o �� ��.o��� ,e°aao�"�o�,e��„�e�a�o ,00 0 00 0°00�,�° oo� � � Q �,o:a«o�•. e�«,.,o��,a�o,e,e„oepoa� ,oo�o 000 oa�o �° o,,,,ooaoe�a,e,�o o„ oo ao,00vo a, oo,.. 3 ����o�ee o00, o0 �e�oa � _ a�e,00e��oo� �o J z � ,�e,o ooa «;;� �, ,�. o e „o o,o o eo � � „«ao oa� � � ,o„ o0 0�,00 00� �� �o�o�opoo�o a� o00 � ,o��eo;e�e;�a,� epo oao„e°ao� _ .�,«,00,o e,� ,a�oo�e,�voao aoo;,�a,a„ �0000�o vo^ ,ee ea;eo�oe°o°e;� \ ,�a�e,o'o�e�e�°_° A302 , o�a°a��� ,,;��e;o�� ,a, . . . . „�aa,�;ose� . . . . . . . a� o^z o � � . . . � . � � .. �� . . � . .. . � � . � � . . .. . . - . � . . � . . . . . . . . . , . . . . : . � . � . . � . . . . . . . . . . . . � . . � . . . . . . � . � .. O� . . - ,�o a�;=4o0=a�;°�`°` 00o ea�a = oo>�,� ,oa ovo oao„o,00 .: \ „��€o�ae��, �e=ao�==° =e,a=e=aoa=�e=o;e ,000 oo;=�vo�°°°� �° o, e o� � , ° o, a , . . . . � . . o . . . . . � � . �=oaso^;o;;oo=° . .. . . ` .. . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . � . �, -oea�oo�a,.,a�oa.,e o,o�e,o0o a � ao o����a�=�=o o� oo.e,o�o a�o��� e�oo eo�o,e a� . . . o . .I =ooe„�soa°, , , . . . . . . . . � � � . .. __�e;e��'` . �. . � . . � . . � � . . � . . . � ,ep, . . . . . � . � � � . . . . � � . . . . .. � . . ... . .. . � . . . � .� � . � � ... � � . . . . . . . . .. . . - � . . . . . � � . . . . .� . . . . ° "° . . . �aaa<<,000,;o, . . . " . . °<a,�e°`a`=e'o , =oo��, e,�aoo�=ee� ,e�o ooa000a e�,e�o e> ^oo a,o,oea eoo;evao;�o o°a>;�oo��e o�a0000 oa�=oe�o�e�� o aa o 0 0,0000 0 o,a�,000 eoa,oaoo oo�e�a o�ooe vo�o 0 0� �oo UL FAMILY ROOM o e o °o o�"ve�ae oo,�o,e o ,o�ooe oo,aao ooe�,o�oe �« oao a o,e�aa oeo �o.00 ooa�o e eee aa�oa o oo,,oa o����=o ao o°000��e o�o�ao 000 0�0°oe,o ooa e,e aoo oe��o��„o ao 0o ee,�o�oa�,o� o0 ;;;;;�o�o e � o , o 0 0 o e o , o o � , a o , o 0 � — ---�_ ao, o�o oo,o oo,00«o;�,o�=o���a o o„e„o ao, �o � °o�o00�o ,o 00 0 �o� _ ,ao�„�. .,e eoo���o�o�� a o,soevo�a,��o���o�o a o,00 aoe o e��oo. o � o a o o� a000�;�,o.�a,a..�o,e eo������.o� „�,o �� ee,e UL FAMILY ROOM ,�. p , �.�o�� � . o 00 , � � oa o�, a. _ — i� � °o00;e�oaa�oo�,o � �� �oo _ o _ °e� ooa e�ea o�o� ooa ooeva eoa o �, e�oa�ao e o�e�� ,a, T.O.PL. +8409 4 I/2 = ... � 1 q . . o... . . . . � . � . . . ,o . � . . . � . . , . . .. . �+ . . � . � ... � . � . —� . . . � oo . . . . . . . . . . . . . .. . . . . . . . . � . o o.,,'oe e000 o,=va e.,00�,�o�„°�o�°�o'a,�o o��vo�o�oe�oo.°..�o=oo`�^„o°,�a,o�='o°o,e°„�o..000°od;g,e;a ,�, e, �oa o�'. � ,va,°oo,e oao°oo oe„=aao°e„"�o'oa,'so,=ae�=o,=,;,��oo°°e;°oo�oa�_�=oo oo�e�,„o,.o.,a„��°>o�o�oo,a��o o„_�,a,a oo�vo�=e�ao�e,..o^��o, ,00 . . . . . . �a o oe�°�°,o e�e�e°,00°�o,ooa.,e o00 ooe=o�o00,o=oo o.a oo..�a=oa�.e< < . . . . . . T.O.PL. 8409-4 I/2 �;_ ` a�o,",,ao�oao�ooa��e•o 0 ooe"��oo vo�e�ao;o��e��oo.o�ao��o���o , ° �000 o,��o�oo a oeoe„�e�oo o;o�ee°��ovo°ee�oo soo�vo o,�o�o;ea°e,oo�,o o°o=�oo�o�oe�a��„��„o00,ae�oe oe�aa�e,00 0 0,a ao�oe.�,�,,aa0000e�4=e��o�,00 oo�oa�a��e°o o°�oo�e�,a e,e _ . a ,�o�o,a o,«oee�, o� �oo� ---_ , 000000��oe o,o���, ° aee�oo���oo„oe ao, oe oo ,o „ o o, oo ,o ao o, oo,o 00 0, � � V < � o —� � , o„�„ , °0000e e����o,«��aa"o;o_oo,a�eo��e ���, ooa�o� ���,e°ao=oo,e°ooeo�o��e��o�o���e�aoo�ae�e�e� �eo oesoo�,��,o,,,voo oe,e�oo p� aoo,a eo.aao 0 0 e� o��„vaooao,e�o�ooa�o so a�oa o 0 ,00 ,00„o ea�o,o°eee,e„��oo,e� oa�o��e�o�,o o�o��a,00,, o„e�Pao�000e°oe,�o,00�e o,v00000 0 o,�,e�.o�a o.,oesoa ooe, �o ���•�o�o o°o 00000�o,e —, ,voe �,e „ o0 0,o a �a�o�o�o.�o a, o e — ,o 00�,e aoo. � ooeo�vo,e o�o,oe oe��,00e,aoo o,e„��oe„�seo�,o,«"o�o.,,ee�o,�e�o,�o�ao�aaao�o���,o,o,«�„a,�,o 00000 0=,o�o�o�a,a o„=�a„o�,o�o�,«.,,,,oe,o,<<:,�000 o� ��o� — --- � e o� � I ., � o o �� o.,. o � �, e � , . . o o.� � o �..o o . � , �_, �. , . � , a , o00 �ao i � � � � �,o o� oo� i i( ee , a �. �u � oo. ;a I. � / o� oo � oo O o, �� � I �e, � i i i �� � �� � oa I J �o� �a � aao ,� ae ;� ,,, , ,I I � o o; -- � a o � � «o <« oo� ao o� ,� � � „ „e �e oo _ �� ,� � 0o ee� e;; O 00 ,e � o, i ooe �o. , ;e oo: oo� e� �� e o0 000 .�o � /y� �o. o; « �� o, o - o � e e o e , � a a o o Q o== oaa �, �,� oo TD ,�_ � „e ,o =�o o,� PN W o e o 0 \ , o 0 0 i , o 0 0 „ „ a= ,o� I aa � e e oo� ��� ,==a �=a GYP.BD a� , „_ ,o. a=, �,a / a o 0 _� I „ ,,, e�o �� o, o0 00 � ,o � — ,o�. �� (� � �, o0 _ �oa= � ��� ��,° BATH - ��o oo� o , a ,a a a �,�- , , j epo �,o ,o 000 , , 0o a �, � i ��, , � � o , o / o e _ eee ,00 ' ` °° ,, a<< M ,e_ � o , , RA E , STO G �ao a. „o i ,� � ,�� �0 201 oa 0 � °� � �� o, o e<< � ( "o o�o �°° on ° oo, Do , �ao , , a,a o. ;,� , �,� so � o,o T ,, '� °oo CLOSE °� 0 ,e . ,�e °e a„ _ � ,•, `� SHOWER °"° z� ,>a ,a� sop o�� , �o e o oe ,� o, � . � oo� , , o� oo . 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' "'_ _I. __ _"_ , __'_� '__ '_"_', . ." �_c��' .�___ ' ' —=y—i ;_ . . . �. . . . . . . � � . � . . . . . . . . . _ _ �W o,o�, �o o pp�;e�,� _ '°` i � o�a,^, �g= . � �. . . . �. . . � .� . � . . . . . . .. . _._--_� __'_ . . . ' . � � . . . � . . � . � � . � � . . � � . , . . . .. . . . . . � . . . . . . � . . . � � . � � I .. � � . . . . o,e � �o^���o^o�`� :e �! .- ,� - Y. _ , ° � . . . � . . °' . -____ ......... _.�._..___... . ___"_" _....:.. ...:.. . . . . . . . . . I � � . . . . . . . . . . . . . . .. . . ... . :o°. ' oo�o°�eg= 4e, o j� :�o . . . . . . . Q . . � � o o �o�� . . . . . . . e . . . --��r_ �.I""_ "'_" :....""_. _'_'."'i . . . . . . . . . . . i . . . . . =8; .. . . . . ��. . . ..�, . .; . , .. ;, � : . . . � . . . � . � . . . . . .. . . . . � . . . .�, . .. , � . . i ; �� . � � .. . . . oo . . � . . . . ;.. .;; . �, � . ..� ,; I :�: =oe . . . . � 00009°° . . . . . I . . . . . . . . . . . . ;5� . . . . : : � '.: � . : � . �. . ��� . , . . . .. . � . . .. oa°, � � �..� � . . „o' . . . . � . . . . . . . .. ., . c_ �; ,, . i .. . . . . � � �� . � ' ;: oe . . aa . I . . . . . . . . . . . . . .. ... . _� � � '. .. . . . . � . .. . . . . � � . . . � .. . . . . .. . . . . . . . . . . . . . . . . .. . _., GARAGE DUROCK ,, ,, �« �a� � � , , , I : ovo oo� _� � i . . . . � . .. . � .� . . � . . � . . . � � � « . . �.��' �.�,. . .�. .., 'i i � '� �� '�,I��.� . ',; � ; � i.. . : .� .I : � . . . . . � . _ . . . . . . . . � . . . . .. . . . � � � � . . .� . �. � �� � � . � �. . . . .. . . � . . . .. � .. � � . . � . . 000 . �., WALLS AND , , e°°� voa oD � ����o a==� . . . . . . . . � ,�, � ;, . : : . .��� �� . , . . . . � .� .. ;, . � ., . ; .. ��� . :�.. � , .. � .,a= . . . . . . . . . � �a,� . .. . . . � �o"o�o: . . � � o�,. . . . . . . . . . . .. � . . . � . � . . � -o, � . .. ... .� � .. � : : �, �� . . : . , .. .- .: ��� , . . . . . . . . . oo � . . o,�o, �o „_. . . . . . . I I . � . . . . . . . . . o� . �. . , . ��. �� . , , . . .. � .. . � e, . . . . . o= . . � . . 00000�o � . . ,<< . . . . � . ,00 CEIUNG ,. , , I . ;DO p� . �,,o,� STORAGE/MECH. „o, � .�� I 2} BUILD-UP ; , : ,, , . . ,. �.�,,, �. , �� .. � : � : ! . o;e � '000 ,,,ao 'oo � � . . . . . . . .. . . � . � . . . . � :,`. . . , ,. .:: ; � ' ! � :; �: '!.;� . ,,� � .. : ; .. �� � . ; ,� ao, . � . . . . . , .. .. . . � . . . � . . . . . .: . . :: . . . � .. ��. . . .. . . . . . . . . _ .. . ': � � . �',,'',, ,�. . , :; � ���,�� .. . . . . . .. i ;:: � "°°������a°°° UNDER STAIRS,TYP 5 _ , ;; , I _- -' `° '� FINISH&IN FLOOR ,sa��ee o avo" ,._ . . . . . . . . . .. .------ �... --.._..� . . ._._.:' . ...::�:-- -;-.;� . ,�: _.. :,_ .-'----� ' '--..-- � ..---- - . F. . . . . oe� . . . aa o;o= �i . . . . . ,�; ; :_-. , .. , . ;oo HALL � ooa��e ao o,�� I I 5 00. , _ _ ; � � ; -< .,o � ,= � „ =,e HEAT X GYPBD.WALL � � ,, : ; �ea o 00 ;� . . ,, . , � � . e a . ,�e. I, oe a °oo . . _ . . . . . . . . . . . „ � '�e°I AND CEILING ,� A302 . . . . . � ::_ . ,.. ;: , . � , . ''�'� ' ' . . . . . . . . . . . . . . . I . . � . A302 ;I EXISTING KITCHEN 1 OS , , ; oe� „ � �,e ee ] ' ��_ =,ao�oa o„�°o0 7 ,00 ' o, a i oe� � � o �°° o. � ' � ; I -- o -- -------- r �: �/ �, -------- ------- . . . . . - . . .. . . . . . . . . . I °; ' ' T GAI�IAGE , ; o00 I I �oaa�ee e�I , HFA ED , i i �e ` 'o> a00000� �oo,. I ee�o �aa �/ � �ao --_-- --- - '° �,o�� o�� o . . . . . . . . . . ,>e- . .. ,, . . . :. .; , i. :, ...� , ,�; � . . . ` . e.o � . . . . . . . . . . � . . . . . . . . _ . �. �:! I -, .� . . ���. . �. oo . o, � o ,o oo., .a� o . . � . . . . . . . . . . . . . . . . . . . . . . . � . / . . . . . . . . . L�__ . . . . . . . .. . . . . . . . . . . . �� . / � . . . . . . . . . . $�B! . . . � � . . � . . . . . . � . . . . . . . . , . . . . . . . . . .�� . . . . . . . . ; '�, �� '.; � �o, SP,°;Se�`o� oo,I . . . . � . . . .. . .. � . � . . � . . I. .. � . � .. . . . . . . � � . � . � . .. . � � . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . � . . � . . . . . � . . . . . . . . . . . . � . � � . . � � . � . . . � . . . � . . . . . "` � ', i '.'�, � 'i ' '.� i . : _ ��� _....: ____ . . . . °o; �ooe e �a< o�o '" _-% : �a ,�s --- — . aoo, p°� =°oa` ,00�,o„o �,a', ae= - „ oo ,o oa. oQe I , ____ __- -- -` -- --'- - _- -- ,o o,e o0 0, I — ���:. _, �Ar�,�E s�aB P R O J E C T . 0905 GARAGE SLAB oo� ' ' `� '° BUILT-IN °°°`° � o ,e.,=° va . .. . . . . . . . . �i fF . � v . .. . . . . . . . : . , ' .,, � ° . .. . . °o� . . ,.. . . .. .. . .. . . . � . � . .a �. .< . . '...a ... a �,.... � �.: . . . . . . , ,. ,.... , ...� .. �. � , ..,. e ; . .� � / ��' f , ; + , . . ._ . . ; ._ , .. .. . _ .. -:. . „ . . ... . . q ... e .: . . .. i / � , a. r ;, , . . .. ,, . , . ,: , . . : .. . .. . , ,.. .. . . .o BOOKSHELVES - . . . :... ..: , ,:: .., .... . . :. . . . ,. . � � S3 2 � n ,� , fi/� . . . . .. / / ,, , . . .P e . .. .: ,!` , i, , ,�',. ,, EL 90-4 U � + „ °� - , . : _e., . .. . . . . . EL 8390-4 I/2 ,., . : „ ,. , ; , , , , , , � �oo — . ,. ,. , .:.:,, .:; , , ;, i i, �; � ,, -. , / , //r . f i�: /, ;,: ,�� „/ /�/'!, �� ,� r�, � � // , x�, _ ":, ,. f i , / f% �,�`/ , /�//i,%�/. //� / / ooe / . // / % /, �%�/,� , � ,� ,/ / /� D A T E . , ;,, ;, , ,f , ,,� ,,, ,,;; ,� i ,,� ,// �i,/` / / a_ ., / a / ,�' ,� , PRICING 02.16.10 / �',/ ; .� �, / �, l f , , r /' f r oo, � : � . /. , r � �' ;`` �' ,,�`� , //� ,// ,,''l i„��, , � r,/� F / l / . i f f/ / - / � , , / � s' � � . , , � , , � /�i` � / ,, � / _ ;o� s . .: . � - � � , , f /i , � f / „ ,r' , , ,�' / f/ / , _ , / / , /� / , ,� � . ,/ / , /� � , , / o, e /� /,�, /�, . , , ; , . , ,. , ;� f ao , , . , ,� ,� ,%'�` ! : , ,%f ,, .. . /�l i � , // , / F, / / � : . . . . . . o . / / � / f . / . / . f. . . . . ../ fi, . !` f/ / . . / / / / f. . , . ,�` , /`'� ,!`' .. �,o ,: / , , , , , ,� r� a � i , i . f f, „ : , � ,� , , /;� � o � ,� ; � i / , , � � / / , ,� /' �' „ ,'� /� ,� _ � � ,� ,� , i ,� rf , , % , , , , . i , , r , /` , / / % � � , , ; ,! , / . / ,�` � ,� f � i� ,� � r / � ,� � / f � / , � ,� ;� , , � / , ,� / ,� , , ; � , ,�' , �!,� , . / ,� f . . ,� � . �' ./ f r' , � ; ,('` � � / , � ,� ! ; � � � i' , � , � . � ,. ,' , . � o � � , / , / / � , � , � ; , � i� N , . , , , . VI 10 S , , , , ,�, , � . � R E S f i �r i . � � ,� � _ . ,/% / /� i � ! ,� i i � , f / % , . / , i , �,!f , . , /, . , , / � / ,�,�i �� , f , � . / o. _ �� f / , ,!` ,/ , r'� f , , ;, � ,�' � ,� . . . /'� r ; f f ,� � ,� . , f f % � . , . / / / , � ,� F'" , /f < . . f r � , � „ / , � , , /r . _ . . e . ., i , , ;'` f _ , , F _ , , , ,�� , ,� /,! r , �` , f , ,� ,% � . /, � � f' . �' �;`` ,� . ,' f , / � �. , , / / . , f ,� � r` . , ! i /� ,!'`, � F , �/� , . , � � �/`, /` / , � ,�'� , , f ,i i � , e � � � /� � , , , /, , ,,, ,, . �t i � � , :. . , , ; /,% / / , � i � , / �/'� ,/F f ,�' ` , /� %/�f , f �, , ,� , � F , . ,� � , ,� / , �' f � f / , % � ,i / / a a / ,, , fi f � f' , ,�;�1", PERMIT 03.22.10 � , / ,� � r /� :` : VFY.EXISTING /` ,/ / f , / ', �' f /l /f / f � / � / / % , �. / l /`� � / f � f f, / � , ,F � . 1 . . . . . . . . / . i . . / / � , � , � � / .a.. . . . � f , f . �'f . � ! / , � r _ . /� ,� � r . . . . . . . / , r i, / 1�, / .. � f , , , /, / . . / , / , � v ,% /� / � , , . ,/� r , � �' � f ,� f f , , , � / STRUCTURE / / / / � . / i; . . . � � � i . . ,/ . � / � . � . . . . . . � � r f / � . . . . . �',`� , ,� ,�'� /' f ;�' �,� ,� � ,% � /' � ,� � � ,� , . . , , �, . � ,, ,' ,! ;� � , ,� � � / � � , . ,: , �/ f / a �,'"� i �,, f � ,,� . / / ,�, ��� . ,`'� �/� /� � � , � � ! . � f/� �/i , / , / ,' % � i / � � // i �� : i � , � i � / � i = / / ! . / / � ��i , F i i: , . / /� , a. / /� /� / � � f �/ . / i f � , f/` �, ,� f ,� i . . �,�. . � � � , i r; , � ,�, , � ,/ � , �� , / ;� . � , / � , � , , /� /� . ,�, ,� , ,�'` , . /� r'� � � . � � � ,� f�' 1� /�, , , � /� , . %` �' !�� ,/ � � � � , , / � ._ . r , ,_ � / � � �i` � b „ � f � � ; , � , !'� / , � �'' ,'' l / , � i � � , � . , / � �' / ;%� ,� . � .. ,i r � � / / ,� / � f � �/. �.�' t� i , , � � / / ,/� � � r / /,� , � r� /,. � ;/ � %' i' , ,``' , , � , , f � F r /f!' ,f' , � � �' �� �, � � s ,� r . f'`,!� ,�'� � � � , �' / . � ,� � /, , �i ,� , , � , ,� ,� �i�; , / � , , . , , � � !, , r / // /i/ ,�` �`, , . , . / , / , , /� ,%' /�,�, , ,� ,� ,1% , / f , / , , , , / ! ' /� f / / F �% � � / / ,'' r/� / /� � , . /� r % e �r' �, , / /;` � � �,�� , . �`' ,�' , % , r � ,� , , � ,� ,/ '� , �, , , � , ,%'Fi r'� ,%', ,% ,�'`� ! / { / / / //� / , � � , � . . � ,� F ,! � f f � , / i , , / . � , i . , i, i / , f / � �, . � ; � � � . . . . . . v J� . l , . //f / . � . . � . - . / f !, . . . f � , f � f / � . / / , . . . . . . . . .. . . . . , � ,. , / � ,,�,�,,;;��i,��� r ,� ,� � „ ,�' ,� ,�'/ ,� ,� f,f'� , ,� �,/%F! . , ,, ,! . , �, ,_. ,� / �� � ;' / , , /,! f r / � /� � /� � � � �, � � � � / f ,/f , ,�;f'/�' � / ,� , � � f , � r � � , ,� ; ,� f� � � / / ,%' , ,� / ,� ,� ,� / ,�' ,� / ,� ,! . . ,�,�,. .;,� ,, ,� / / , . ,�',''�i,;%, / � �,�'`/ / , , r/i`,i��'%,�''', ,! //,,�i' / � ,%� / . , , �;. / , l ,! /,i'�i,''� �,!,'�;'f! ,. r� ���. � /��/ ����i /,� , , , i ,� ,� �� , / WEST CROSS SECTION THRU GARAGE EAST CROSS SECTION THR U STAI RWAY : 2 ,1 4 „ _ , „ -- . . . . . . � . . � � ��T� — ��r���. . . . . . . . . ... . . . . � . . . � � . �� . � � . . . � . . . . . . . . . . . . . . . . . . .. . . . . . �. ��4 � '� � . . � . . . . � � . .� � . . � . . . . . � . . . � � . . . . B ILDING _ u - : E TI NS S C O .� . . i � , � — , _ � ; .r, , , , � � � � , ___ _ __ __._.. __ __ _ _ � � , � i � � ; , ! �� i -� � i ! � � I , � � � � � � ; � « CO C • � ,--� � i • � CO # NEW STANDING SEAM METALROOF O N . - U � MATCH EXISTING METAL ROOF COLOR � ) � , C � � �' ,- O t` I Jo RIDGE , ; , ; � � � CA �, _ :, ,— - — � Q . U , ,. � , L ; , , � 7 � ) — � w u y �i I I ,� �� i� i I I I I �_ _ , � :, �: �i � � a � EL+ I 3 , s4 6 I � � �. � , ( � (I � 4 � � , ,� � � i O , , , , , , � � o , , � , , � , -� , , � � � � � � „ , , � i � , � , !I i � � I a I , � � � � �� i � � I a � � � „ c � r � � � � �. � � O DUROCK i GYP. BD. R i �� � I � � i I � � � � n � � I, a , � � � � � , C� � I � � , i � i i � : , � I � I i i , _ N � � , � � ;, � � I I � � � i , � � i 0 � , � � , I E , I J � � � , � � , , , P R BARRIER , i I VA O N I ` � ' C �; I I _,� , , � � I , � ,. , � N I � ,. � a � � � I �I �� � � o I � N , � � I RIDGE , , i , I ( �. � _', � �! _ i �; — — � U �� Ln , ; �; � e C? � _ _ � , i, � � „ o�� 5 112 BIBS INSUL. R 25 � ,� , � ,, i, , �, �- ao„o 000 � _ a r � , J ,. o0 o,a e� � ) + _ � i ,� i aa�oo �o„e � 84 3 3.75 , �, �I oe vo o� ea oo , T.O.PL. 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PRI IN 02.16.10 o,, .: C G EAVE TRIM/FLASHING W/CONT. , , , � G � - :.. L� • FILTER FABRIC � � BIBSINSULATION . . , � . . � . � � � Q.Q� . . �. . . . . . .. . . .. . . . . . . . . . .. . � .. . . . . � . � � � . � .. . . �� �.. � . �. r; P . ��.�� . . . . . � . o �. . . . . .. . . . . � . . . � . . . .. . . bRIP EDGE-TYP.MATCH � r R-38 MW y. � . CLEAN 3/4 FREE . , � a •:: REVISIONS . Q , ROOFING MATERIAL , a ; DRAINING GRAVEL f VAPOR BARRIER � '� :. . � —� PERMIT 03.22.10 „ .: „ , � ,,; , OPED I , �YP.Bo. D E D ETAI L , 0 8 RI G _ � a 6 0, RIGID, PERFORATED PIPE SL � \ �, c a . . . . .. , 2 �� � �� PER FOOT TO A DAYLIGHT � REV. PERMIT 05.07.1 O � � Q VAPOR BARRIER I 1/2 = I -0 y. . @y4 � 0 Q � � � � � > � �, . D i O � s o „ � � METAL GUTTER TO MATCH , I � � � 5-I/2 BIBS INSUL.(R-25) : s .a � I � � . , o ,. � . ROOFING MATERIAL � � — 1 0 Z T&G PLYWD SHEATHING � . \ � Q � : . � � RE. ROOF PLAN FOR LOCATION � , ;n � '; L1. I I`� � .� � J i • � JQ � O l� :< . �� WALL MEMBRANE WRAP, � � � � : 2x 10 CONTINUOUS SUBFASCIA I � r� � _ �, Ca , �—� _: ' . . . . . . �I � . . . . . . 4 a. � . . . . � o , ,, o . � I_ c .. . � , � , a � � e . �� 2 PART FASCIA,2X12 AND 2X8 ���, � G, �Q B.O. GRADE BM ` � '�� � `� � SEE STRUCT DWGS � � � � . � C ! � � �� -� � C� : �_-------.— — ______— _ ____ 2-0 END OF RAFTER , O �, ----- --- — ----..__ �_r� rJ � TYP. ; Q G _, � - �-; _ ; BUILDING :�� v � , � . a � � _ , , SECTIC�NS / , , � DETAI L S � FOUNDATION DET AIL I EAVE DETAIL i 5 „_ , ,, � 3 „_ . ,, i u2 - i -o i i�2 - i -o , 0 r � � , � � � ,,� , r, . . . . . . . . . . . . . .. ' . . . . . . � � . . . . . . . . . . . . . . � . . . . . . . . '-7"R.O. � �� 2 -6 : , � � .� _ I.C) 1` � CO O , �� s � RNIN GLASS BLQCK: PREMIERE SERIES - ICESCAPES PATfERN r � . , „ ,_ ,, o � �� PirrsBUR�E co � � m 3 9 R.O. 3 1 R.O. I ,� il � . � � ii WINDOW LOCATION TYPE #OP BLOCKS #OF BLOCKS WINDOW R.O. GLAZING COMMENTS . . �_ n� . � .. . . . . . � ��, . . . . . . .. . . . . � � . � . � " � � � . .. .. � � � .� . . . . � . . . . � . . . . . . .. . . . . . . � . � � �� . . . . . . . � . . . . . . 3 8 � „ , O N - ; # WIDTH HEIGHT � VFY. 3 0 I U d� I _ _ � . � _ i�� � , _ 5 63 x 24 1. R 8 .51 U 96 1 2 N / _ I � W2 CLOSET 0 _ _ � �I o O _ -- � � ! , .� � .� , i, _� _� �� , _. � �� Z�� N PROVANTAGE II �.,, , � � � R.O. BASED 0 I� (--' ,,� � I � � 5 5 39 x24 .51U / 1.96R O , , W3 WC 104 O , � � : , �� , ,, , ,.� . , � � , �� U � � � I I � Y TEM � INS TALL S S ,. „ � _ �., , „ 4 � 4 103 P 6 5 47 x2 .51U 1.96R / W HIS BATH , / � � � i i i � I � � i � �. ' �, I ,,, ,, . , ,� I c� / . , O , , - - Z�� �� � _ _ i i I . . . l, � � . . . . . . (�'.�. . . . . . . � . . \ . . . . . �� Il � .. ..I . . . . . . . ,i . .. . . � . . . . . . . I , x 24 8 5 63 1 1. 6 R , .5 U 9 � : z N / � WER 105 � � W5 SHO , , ,..i � ( , , t o � ,: o , � a � ,. � � � � _ � � �� �� r - - � _ _ � i : ,. � I 79 x 24 ,- 5 0 1. R O 1 .51 U 96 � ATH 106 HER B / ;, ,n VI/6 Q , � � � , � ii . � ,. � I c� , N c� , i i � , � ,1 , ti i ,. , � , � „ „ � ,� z , z , � I - , z , N , 5 x 24 , 5 39 .51 U 1.96 R � WC 107 0 / r W7 ( � a � n.: _ N ,� � i r , � _ � � �, . . . .. . � . , i., � . �i .. � f� . N . .. . . . . . . . . . . . . . . . . . . . � I � �, N �, i O , O � _ Ln , ,_ „ . � ; . n , _ � �r � � ._ / T �: _ , L � '., d -� �: - i . .—�. �---� � _ � _ _ _ _ � _ - 0 . . . -� �rIN . . . . . . . . . . . . . ... . . . . . NkV . . . . . . . . . . . . . . . . . . . . . .���. �. . . 1 � . � . � . . . . . . . . . . . . . . . . . . . . . . �... . �� O . . . riKV � . . . . ��1 ��... . . . . .. . . . . . . . . . . . . .. . . . .. . . . . . .. . . . . . . . . . . . . . . . � . . �� . � . . � . . � . . . . � . . � � � .. . . . . . . . . . . . .. . . , . . . . � . � . . . . . . .. . � . . . . . . . . �. . .. . . . . . . � . . . . . . . � . � . . � � - . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . �. � . . � � N � .� - - .. a- FIRST FLOOR- EXISTING � r' - _ - - - - � , �_ �� � EL+8388 7 AFF , � , _ , Q . . EXTERIOR WINDOW SCHEDULE NOTE INCLUDE SCREENS FOR ALL OPERABLE WINDOWS WINDOW TYPE. n WINDOW TYPE. n WINDOW TYPE. � �.,.� �.� -- � ! � WINDOW SIZE WINDOW R.O. HINGING GLAZING COMMENTS � O � ENT NIT CASEMENT UNIT CASEMENT UNIT WINDOW IOCATION TYPE QTY FRAME MAT L INTERIOR FRAME MODEL& I ( CASEM U # MAT'L DESCRIPTION WIDTH X HT. I I � WITH SCREEN WITH SCREEN WITH SCREEN •— 4'-0" x 2'-0" 4'-1" x 2'-1�� TOP DBL LOW-E /.33U W1 GARAGE 100 M l ALUMINUM PINE AWNING I � �� � �� � �� �_ �� I _ _ _ 1 NA - , � 2 6 x 4 0 2 7 x 4 DBL LOW E/.29U � WINDOW TYPES -- W8 MASTER BEDROOM 101 G 1 ALUMINUM PWE DIRECT SET � �. „ _ , „ W9 a MASTER BEDROOM 101 1 ALUMINUM PIN� CASEMENT UNIT 3'-8" x 4'-0° 3'-9° x 4'-1° DBL DBL LOW-E/ .33U ' 1 4 - l-0 D � �� � �� � �� � �� / � �� NA _ TI N I � - 3-8 x 3 -0 3-9 x 3 -1 DBL LOW E /.29U SEE ELEVA O 3 9 R.O. b 1 ALUMINUM PINE DIRECT SET � i � �� � �� _ - x 5 -0 �� NA L W-E .29U �_ �� 6 0 � �� �_ DBL O / MULLED TOGETHER 3 8 W10 a MASTER BEDROOM 101 1 ALUMINUM PINE DIRECT SET 6-1 x 7 1 I, .1-+ - E � �� � �� _ 3-0 x 2 -0 TOP DBL LOW-E/.33U TEMPERED VFY. b 2 ALUMINUM PINE AWNING ( � �� � �� �_ �� �_ �� ---- - 6-0 x 6-0 6 1 x 6 1 NA DBL LOW-E/.29U Cn -_, �--,, �,,,, Wll MASTER BEDROOM 101 F 1 ALUMINUM PINE DIRECT SET ; ;`, �_ �� � �� �_ �� �_ �� TEMPERED ,�„ : � 2 6 x 7-0 2 7 x 7 1 NA DBL LOW-E/ .29U � ;, , ,, �j W12 HALL 108 B 1 ALUMINUM PINE DIRECT SET f , ; , � �� � �� � �� �_ ,� � � :; , „ 1 ALUMINUM PINE CASEMENT UNIT 3 -8 x 5 -0 3 -9 x 5 1 DBL DBL LOW-E /.33U REPLACEMENT WINDOW , � , _ _ W13 BEDROOM 109 A.1 ./ � „ `i; _ _ � �� � �� �_ �� �_ �� - „ ,, �; <, ,: o � 1 3 -8 - 3 9 x 1 DB DBL�OW-E/.33U ,. , , , W14 BEDROOM 109 A.1 ALUMINUM PINE CASEMENT UNIT � � _ _ REPLACEMENT WINDOW �, ,, ,, � �� � �� �_ �� �_ �� �. ,, , �n �n - - 3 1 x 5 1 H R _ �:..�. , ,�, c� 1 1 IT 1 3 0 x 5 0 DBL LOW E/.33U I �,l �, ;, , „ W15 BEDROOM 109 A.2 ALUMINUM PINE CASEMENT UN �.� �; ,I z � u i u , , ,, ;, ,, - - - - _ „ . , �: � a 3 8 x 4 DBL LOW E/ .33U • ; ,, � W16 FAMILY ROOM 200 H 1 ALUMINUM PINE CASEMENT UNIT , � ,� ,; j � - O � „ �,, ,, - � �� �_ �� �_ �� �_7° DBL 1, ;, ; 1 3 -8 x 4 6 3 9 x 4 DBL LOW-E /.33U �: �� oc W18 H ALUMINUM PINE CASEMENT UNIT _ �_ �� � �� �_ �� �_ �� NA ��, 1 3 8 x 4-6 3 9 x 4 7 DBL LOW-E /.29U SEE ELEVATION W17 a FAMILY ROOM 200 � ALUMINUM PINE DIRECT SET � d' � �� � �� � �� � �� _ 3-$ x 3-0 3-9 x 3-1 NA DBLtOW-E/.29U SECOND FLOOR- EXISTING _ ,_., � 1 ALUMINUM PINE DIRECT SET � �� _ - - - - - - b 2'-6" x 3'-6° 2'-7° x 3'-7° HL DBL LOW-E .33U •— EL+8397 -7 AFF Wl9 FAMILY ROOM 200 1 ALUMINUM PINE CASEMENT UNIT � , �_ �� �_ �� �_ �� �_ �� �PE. 1 2 6 x 3 6 2 7 x 3 7 HR DBL LOW-E /.33U TEMPERED WINDOW �1 W21 FAMILY ROOM 200 J ALUMINUM PINE CASEMENT UNIT .. � �� � �� �_ �� �_ �� MULLED TOGETHER TEMPERED 1 U� 1 M PINE ASEMENT UNIT 4 - 2 -0 x 4-6 8 1 x 4 7 SEE ELEVATION DBL LOW-E/.33U � � CASEMENT UNIT W20 FAMILY ROOM 200 L ALUMINU C 2'-6" x 2'-6" 2�_��� X Z�_7�� HL DBL LOW-E/.33U - WITH SCREEN W22 BATH 201 K 1 ALUMINUM PINE CASEMENT UNIT � � �� � �� � �� � �� � WINDOW TYPES =- W23 BEDROOM 203 C 1 ALUMINUM PINE CASEMENT UNIT - 3-8 x 5-0 3 -9 x 5 -1 DBL DBL LOW-E/ .33U REPLACEMENT WINDOW W24 BEDROOM 203 C 1 ALUMINUM PINE CASEMENT UNIT 3'-8" x 5'-0" ` 3'-9" x 5'-1° DBL 'DBL LOW-E /.33U , � 2 „ _ '_ ° , „ , „ ,_ ,� ,_ „ 1/4 1 0 � �� �_ �� 6-1 R.O. W25 BEDROOM Z03 C 1 ALUMINUM PINE CASEMENT UNIT 3-8 x 5-0 3 9 x 5 1 DBL DBL LOW-E /.33U REPLACEMENT WINDOW 3 9 R.O. . �_ �� 6 0 � �� � 3-8 TERI R DOOR SCHEDULE EX O � '=,k., DOOR LOCATION TYPE FRAME MAT L. MODEL& DOOR SIZE U-VALUE COMMENTS � — , � i i, # DESCRIPTION WIDTH X HT. - !� j; Z , ,,. _ _ � , !; _ _ C7 � �� ( a �_ ° ,, ,, � _ 7 R.O. � �� � �� ;; b o z 6 1 R.O. p Dl MASTER 101 1 aLUMINUM LIFT&SLIDE 6-0 x 8-0 .30U MATCH WINDOW COLOR (; _� _� a, • , ( _ _ � �� ,; ,, m m �_ �� �; - - o� 2 -6 ALUMINUM LIFT&SLIDE 12'-0" x 8'-0" .30U ; i O 6 0 0 � D2 MASTER 101 2 ; „ _ � _� , _ � - � �� � �� ;) � � _ _ VFY. SIZE REPLACE EXISTING PATIO DOOR �+ �o �o D3 KITCHEN 3 ALUMINUM LIFT& SLIDE 5 10 x 6 8 .30U _ , = r=, . � . . . � �. „ . . . . .. . . . . . . .Nk„ .. . . . . . . � � .. . . . . . . . _ . . . . � . . . . .. . . . . . . . . � n . �, 'arv i . . . . . � � . � . . � . . .. . . . .. . . . . . . . . . . . � . .. � . . . . . . . . . . . . . . �� ; �, � . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . � ..,I .� .I. � � U . . . .. . � �� . � � � . . . . . . . . . . . . . . . . . . . . . . . . . . � . . , i, . . . . . . .. . . .. . . . . . .. . . . . . . . . . . . . .i . . i . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . „ � � : .. I' .. .. . �.:.� : I . � . . . - . . . . . . � . � . . . . . . . . . .. . . . .. . . . . . .. I . . . . . . . . . . . � , .. . . . . . . . . . . . . . . . . . . . . . . . . . . � .. , � .I . . . . . . . . . . . . . . I� . . . � i� . . . � . . . . . ., . . . . . . .. .. . . . . . . . .. . . . . .. . . . � ... . . � E D OR SCHEDULE , I R ARAG O I EXTER O G � _ _ � , � _ _ � � � ��, _ _ �; � - _ � ,, �; Z �; ; o � , , i ;. o � z i _ � � a i, , , - - _ _ ' MODEL& DOOR SIZE U-VALUE COMMENTS a ;. , _� _ Q. I ( _ DOOR LOCATION TYPE PRAME MAT l. � � / ; I � O .irv � � 0 , � : , . �, ( � T ON WIDTH X HT. , I , .i d' d' Q , � i _ # DESCRIP I t ,� . � a i I� , �, r d i � _ r u1 _ � , (: i � � � , �i I� � �� , ,� � , „ � � , I Ii _ _ E D R WITH LITES AND WOOD ( ,; .,; ,! ,, ;: , , z G1 ALUMINUM OVER HEAD DOOR 9 0 x 8 0 .12U INSULATED GARAG 00 �,; , - a GARAGE 100 1 � . ' �''� � _ � �� � �� � ; � O - L MIN M PANELS ! - G2 l A U U OVER HEAD DOOR : 9 -0 x 8 -0 .12U � � . . . � . .. . . .. . � � . � . � � e-!N . . ,',�. . . . �'�. . . , . . . . . . . � �. . . �.�MN . � . . . .. . . . . . � � . . .� � - . .. � � � � � � . � . ... . � .� . . . . . . . . . . . ,. � . . . . . . 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WINDOW TYP� WINDOW TYPE. fc1 101 MASTER BEDROOM 1 A 3 0 x 8 0 3 2 x 8 1 1-3/4" WD RH ALDER TBD TBD PRIVACY __��1 � F u _ �_ �� �_ �� I G� �_ �� �_ �� �_ �� �_ �� _ �� E POCKET DR, FIN.OPNG 3 0 x8 0 102 CLOSET 1 C 3 0 x 8 0 3 2 x 8 1 1 3/4 WD N/A ALDER TBD TBD PASSAG I T DIRECT S ET � �� i CASEMENT UNIT WITH SCREEN DIRECT SE T DIRECT SE Q _ � �� � ,� �_ �� �_ �� _ �� BD PRIVACY POCKET DR, FIN.OPNG=2'-6°x8 -0 0 DIRECT SET ABOVE AWNING UNIT WITH SCREEN 103 HIS BATH 1 C 2 -6 x 8-Q 2 8 x 8 1 1 3/4 WD LH ALDER TBD T I � �� , �� � „ � �� �� G=2'-6"x8'-0" � � - _ 106 HER BATH T C 2 -6 x 8-0 2 -8 x 8-1 1-3/4 WD LH ALDER TBD TBD PRIVACY POCKET DR, FIN.OPN �� �� � -- � „ � �� � �� � N POCKET DOOR _ _ - - - WD N A ALDER TBD TBD PASSAGE HIDDE C� W�N�OW �PES 150 STAIRWAY 1 D 4 0 x 8 0 4 2 x 8 1 1 3/4 / � �� � �� �� � � Q 3 �� _ �_ �� 201 BATH l A 2'-6"x $'-0" 2-8 x 8-1 1-3/4 WD LH ALDER TBD TBD PRIVACY < iJa - io , J �, - , „ , ;, , „ , ,� „ 202 STORAGE CLOSET 1 A 3 -0 x 8 -Q 3 -2 x 8-1 1-3/4 WD LH ALDER TBD TBD PASSAGE Q 0 � LL J , „ ' 3 -9 R.O. _ 0 � �� 3 -8 � V � _ 0 � � J - � , — ; ,� � �� � � � �� _ u _ � �� - �-1 R.O. 12 1 R.O. _ _ � �� Q , c� , ,� , „ _ 4-1 R.O. m , t, „ 8 1 R.O. _ �' o ,-� -7 R.O. -7 R.O. 9 R.0. 3 ; z � b I � � � � �� � �� � �� � �� 3'-0" � , _ _ - ,� � �� - 3 0 3 -0 3 -0 �, a 6 0 , �� � � �� , ; m m �_ �� �_ �� 2'-0�� 2'-0° 2'-0" 2'-0° 4 -0 3 -8 „ O 2 6 2 6 5 -11 R.O. 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( I � i �' , . , _ _ , „ � � �� - �, � I _ _ _ _ _ � � I v � � ,� O � _ � �t ( .. . � ... . i. , � .. . . „ � ,� . . . . �i .. . � � . .. � . � � . . . � � . . . � � . � . . . � � . . . � . � . _ � . . � . . . . . . � . i. I n d' � ( i �� � d' d' � .-rrv _ I i i d � GLASS PANEL c - ° .-aN i i � , i� , �, � � O _ � i o I O � � � � . . . . . li � � . � . . �, ... . . . . _ . . . . . . . . . . . . . . . . . � . . . � �' . . . . . . _� ., . ;, . . . � -N . . . . i �I _ _ � - � �, � i . � - � , � Op , � II r� oo GLASS PANEL I, � � � � I � I � GLASS PANEL � , ao n _ I �. ,� I _ � i i _ � _ � � � � � .. . . �� _� �... . �... . . . . �N . . .. IN . . . . . . . . �__ —_� . � ,:. I � . I� . , : : N I �-«-�, � �r � � I _ � _ n � _ � I � � i �a _ � _ r, , _ - , , = �n ,,� ; i . m� � _� I , i � � , � � �--._� �—� � ' � ----� �__ , _ � L - - _.� __ � - n, m . m _ MASTER _ UL FAMILY ROOM T.O. PLYWD. _ GARAGE T.O. SLAB - EL +8400'-6° - - - EL +8390'-6" EL +8390'-6° T.O. SLAB . R TYPE: EXT DOOR TYPE: � . . EXT DOOR TYPE. EXT DOO ,� � , • � PE: WINDOW TYPE. WINDOW TYPE. � � 3 WINDOW TYPE. WINDOW TYPE. �� `WINDOW TYPE� WINDOW TY _� � � � � -- � �. il ' REEN CASEMENT WITH SCREEN CASEMENT WITH SCREEN AWNING WITH SCREEN CASEMENT UNIT WITH SCREEN DIRECT SET CASEMENT WITH SC ' ! I I� I .: PES -- � �- --------- _--- --- _- -__----- WINDOW TYPES -- _ EXTERIOR DOOR TY � 6 „ _ ,_ „ �, , �-------- -------- -_--- _ __ 4 „ _ ,_ „ 1/4 i o , P R O J E C T : 0905 1/4 - l 0 . � I '� SEESCHEDULE . � i D A T E .PRICING 02.16.10 _._ �� ���STOP, i _ 4� � , TYP. � � , � ! � REVISIONS . .� i �_ �� '� i , „ , „ , „ 9 0 � � PERMIT 03.22.10 ,_ y,� 3 -3z R.O. . _ 3 -11� R.O. . 6-7 R.O. . : � � REV. PERMIT 05.07.10 5 34 R O . e e I � � � Q O u u u n n p D STILE& ( , . - �— � � 2 Z G 2 2 u 'u RAIL DOOR � ��� �ac 3 Q. EQ. EQ. Q. EQ. 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PRO VANTAGE II 8 x 8 GLASS BLOCK. PRO VANTAGE II 8 x 8 GLASS BLOC O TYPE A _ __ R __ GARAG E DOO R TYPES TYPICAL INTERIOR DOO � WINDOW TYPES 7 � „ _ , „ 8 „ = i�-o° R 5 „ _ , ,, 1/4 - 1 -0 3/8 1/4 - 1 -0 i� GO _ � O . . . . .. . � . � � � � � � . . . . � � � . � . � � �.. � . � .. � .. . . � � . . � - � . . � . . . . . . .� � � ... � . . � . . . . � � �. � � . � . � . . � � . . � . . . � � : . . � � . .� . . . � . . . � . . �. T�/�.�.�� � . � � .. � � . . � . . � . � � � � . � . � . . . � � � . . �. � . . . � �� . . . � . . . . �. . . . � . . . � . . . . . . . . . . .. . � . . �. � . . . � .. � � .. � . � . .. . � . .. . . . . . � . . . . � . . . . . . . . . . . . . . . . . . � � .. W rf1� . �: . . . O N -- U Q? - -- - � O - -- - O i� - _ ---n---------- - ----- -- U � O `''_ l,,;�� ------ ---- ------- - ----- -- � `�\ WC 4,-, _ �-� N � �=�-�_���-� , �7� - -�- � -- ---- I�. 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Q � - - - � - - - - - - - — -r — — m i � � � � � � I � � ! M 1 � � — - O 1 --� ( M 1 ; � - , � 1 � � 1 �� _ NEW 1 4'GAS � _ - - - _ - I ( _ � EXISTING -- - ( ----- ---_ ___ - -L__ /' GAS METER - - ---- % , , _ ' � � � -- I - - — — I — — I 1 _ I � � � GARAGE DRAINS 4"SANITARY TO EXISTING . DRAIN TO DAYLIGHT SEWAGE MAIN m � PLUMBING PLAN - MAIN LEVEL ` PLUMBING PLAN - UPPER LEVEL 1 „ _ ,_ „ 2 „ _ , „ . - ; 1/4 - 1 0 1/a - 1-o PROJECT . 0905 ; , . REV. PERMIT DATE . O 05.07.10 PLUMBING NOTES: R E V I S I O N S : REV. PERMIT � RUN 3"SANITARY PIPING IN INSULATEQ FLOOR � 05.17.10 STRUCTURE @ 4'/FT TO SEWAGE MAW - � RUN 2"SANITARY PIPING IN INSULATED FLOOR STRUCTURE @ 4'/Ff TO SEWAGE MAW � RUN 3"SANITARY PIPING BELOW GRADE @ 4'/ F?TO SEWAGE MAIN � RUN 3"SANITARY PIPING IN FLOOR AND CONNECT TO SANITARY BELOW FLOOR,2" °. VENT RISE IN WALL CONNECT TO VENT PIPING • ABOVE CEILING. � RUN SANITARY PIPING IN WALL AND CONNECT � � p TOSANITARYPIPEBELOW. PLUMBING PLJ-1N , � 2"VENT FROM SANITARY BRANCH AND RISE IN WALL.CONNECT TO VENT PIPING ABOVE CEILING m RUN 2"VENT PIPING IN CEILING � 2��VENT STACK UP AND DOWN. 3"VENT THROUGH ROOF. � _ ' Ln 00 C�0 0/� TM' V/ . .. . . ' . . . . .� . . . . : . � . .. � � . .� . . . � . � � � . . . . . . � . . . . ... . � . � . . . � . . � . .. . . . .. . . � . � � . � . . �. . . . . � . . . � �.. . � � � . .. . . : . � . . � ' . � .� . . . . � . . . . . . . . . . . . . W�./A. .. . .. . . W . . . . . . . � . . . . ---� --- -------- - - - --- ... . . . .. . . . . . . . . . . . . . � � .� . . � � . .. . : . � . . . � � �.� . . . .. . . . � � � � � � � � . . � . - . � � � � . . � . . � . . . .. . . . . . . . .. . . . . � � � V �.� � . . � �. . . . . . . . . . . . . . . . . . . . .. . . . . � � � --- -- � --- -- � -- . . . . . . . . . � . � . . � . � . . . . . . . . . . . . . . . . . . . .. . . � . � . � . . .. . . � . . . . � � --- . . . . . . . . . . � � . . � � . � .. . . ... . . .. � � � . . . . . �. � . � .. � .. � .. . . ... � � . . . � . . . . . . . . . . . . . .. . . . . . . � � .. .� .. . . . . . . - - ---- . � . � � . � � �. . . . . .. � O .� � . . . . . . . . . . � � . . . . � . . � -- . � '� -- �..I--�--- - - �------ ---- . . . . . . . . . . � . . . . . . � . . � . � . . � � �� . . . � � . . U � . . . . . . . . . . __.- -__ . . . . . . . . . � ___.. 0 y� � � � � � � � � � � WCi ----- --- -- ------- -- � � � � � — - — - i ��--� - � 107� ^ I� N � a 4"VENT W! --- - -- - ----- - N SCREEN -- --- -- � r' I � • 1 IN SOFFIT — _ --.._. - - O � , ' � ' T � � --- - ----- ------- I` d' . i - _ - -- —�---- ---- O� � I � o - - ti � � � ( � .,\ ER BATH �--- O � , — -- — Q I � I 106 \' •— i � � � � ' �------- _ -- � — ---- ,. ��— — ---- �--� -a' 4' \��-- — -- � , � �) MASTER BEDROOM ------ - 4 VENT W/ _ �.----- --- --- II � 101 �I ` � SCREEN �� � I ,i IN SOFFIT — --- I� , I �� ; � i ; i . — '� --- — II ' �� HOW ,`� — --- � - � II i I i ,\ � , �105 � \ � � `-- / � �-- ^', f-- � i — -----= i ' f — � --� � /f �� _ _ � � � ' � � � , _ — , / � � HI BATH 4��VENT W/ , - -- � � 1 SCREEN � i ._ I a IN SOFFIT ''� i T ' ' ' ' ( T I — (/� — �J I T � -- - � � _ � � I _ _ , , � WC 4 — � - I I _ 104 4"VENT W/ � � � � � _ SCREEN : _ � � _ IN SOFFIT — --- - - — � � I ( i � � i R i CLOSET I I 0 -- - 102 � I 2 � - � � — � I— -_ i� � *NOTE BOILER VENTING �� N�/ -- _ - _,� --- - - -- TERMINATION:VENTS SCREEN � �-- -- - - � _ !,� i ii_ _ _ � SHALLTERMINATE A IN WALL '�i � - - - - - MINIMUM 5'ABOVE GRADE _ -_—ii�k=- - - - - - -- _ --- _ ---- 0 0 o Oo S AI W Y � �� BOILER INTAKE AND EXHAUST - - - Oo � 1 p � � � � �0 � -1 � '•� _ , � � I � � � ,� BATH � � I C ANY TYPE OF IGNITION � I ! i � t SOURCE OUTLETS RELAYS 1 � I _ _ � i� � RM � „ � ' I I ( � - - T --- — ETC.) MUST BE 18 ABOVE i I i � T ° - — � ( HALL - - - - - - - --�=1 - GAFiAGE FLOOR � % i i �� - -- � � � , 108 - �� ,i f/ /' ,--, I I - - �' - - T � ' } I ' , � - , `,� OO O i I� �, � � T O — — — — — Q �� ��� I ' � ( �—_�--=1 , � 0 - - - - - - - - - - - I _ � � �� �%� � � CLOSET �, � Q � �� _ 202 � O � � � � ! I - - i � _ _ � °� ° � . . . . . . . � . . . \ . . .. . . ' . . . .. . . . . . . Q . . . � � .. � . . . . . . . . . . . . . . . � � � . � .. . . . . . . . � . � . . . .. . . . . . . I . . . . . . . . . . . . . . . � . . � � . � . . .. � . ' . � . . � . � . _ � . � . .� �. � � . _ __ � J <C - � � __=__-�,� ( � e I � / � BEDR M I � � �� 00 � , Q O - GARAGE � 203 W � J 100 � ! , �� �� Q a a 4 VENT W/ I � � � � , � = o � D � � SCREEN � � � U � I N WALL � FAMILY ROOM Q � ( � 20� °J I Q I � _ — — � , - -- - m a 4��DRYE � � � > VENT I I � I _ � , , - M , , I � ---� � �4��DRYER VENT M ( � I W/END CAP I — I � ) � � I � , I � � I , ' � � -_- -_-- --=-=-J - - -� - Q � J . � ____ -___ __� _ __�_ � _ _ _ _ _ Q : , �� � � MECHANICAL PLAN - MAIN LEVEL . MECHANICAL PLAN - UPPER LEVEL 1 „ _ ,_ „ 2 „ _ ,_ ,� . �/4 — i o �/4 � o PROJECT . 0905 , REV. PERMIT DATE . � 05.07.10 _ REVISIONS : - REV. PERMIT � MECHANICAL NOTES: 05.17 1 O � 1. ALL BATH EXHAUST FANS TO BE PANASONIC: : FV-VQ3,SO CFM, 110 V 2. GARAGE EXHAUST FAN TO BE PANASONIC: FV-20NLF1 220 VFM, 110V/5 AMP , . B ILERS TO BE PRESTIGE 110&PRESTIGE 250 3 O 4. WATER HEATER TO BE SMART 80 5. T THERMOSTAT CONTROL � MECHANICAL , ,; Lf') � � � � CO O � � ---- 00 � — — — --_ __--- i � —T-- — --- -- U � WC � — --- ---- � � __ _ � -�- -�_--,�— r 107 ' U � i I N - ---- O `�' I — — ---- , ?� � — — � N p — -- -- ---- N N _ � GWB @ 9'-0° � LO N -- ----- — � � �-i - — --- - --------- - X r , , i� _ _ � p � �-- HER BATH � - _ � : . �� � O � — � �I -- � ----- ------- -- — � d; �ias i ' � o i � � ��� - -- � �,, : � O, ,, a� ,. �, . � . . � . . . . . � . . . . . . . � � � . �. . . � . - --j— . . . � . . . � � — � 4-----------�---- --- --------------- ---- -- . . . . . . . . .. . . . . � � . � . . . . . � � � - � � i . . . . . . . . �.� . � . . . . .. . . . . . �.� � . . . ;I J +42' I ^�,` .� t— ---- (I A TER BEDROOM � �_ . ��� - � ---- - II �/ 101 - � I � � � ��, � II / \� � — --� ---- — I I � s° I � ��, I �'A� ----- � `f �_ ' II � SHOW� � � �` ---- �,\ �-�--�C' � � � �I � � � � � 105 � � � � � � % � -- - �"' � �;� , , � � � � ��---��___ , � ; --- �� � � � _�-�� � _ � /,.- � I� F� I � \ '� (--� '— / ,,-- I' � !- � �—,-- ' ,�'/�"� � � � � I I } � � � � -i � � �` / `� / ------ i ---- ._ -- - ' � - - - o � �, +4z�� r I - - -- _ �I BATH , _ 3 --- � i� � - - ° � � � --_ �»� i �1 _ � �-^ - , �' �- i : - - -- -- � - ; wc --- cn _ F F ; 104 ( GWB @ 9 0 --- --- ---- � � � , ' , - �_ - - — � , �� /% � �� ,%'� � GWB @ 12'-0° � � `�� SLOPE I� — � � - �--- F F CLOSET F C F ING � r' - � 102 , � ( — �� _ _ � --- -- — ��. _ - �_ _ _ - - -� � � � _ �' �� - - - -- --- --- %` o o a � /--�,. �� � - — ��- OO S AI WAY � �?OW� AS REQ IRE �FOR I I � � 1 a � �ECH�CAL R i �.7WQ @ 9�-0�� t42" �� F ( �, � � ��� F F �� i r � � � � � �` BATH � � � ! \ ,� ' / 201 _��� / RM i � '' -; I HAL� -- ==1��_\i � ; � ° � � 108 � � � ---- �f%'� +a2�� � � � 3 ELECTRICAL � i��r'� -- � � ;r' o � � � SUB-PANEL C h'i� / ;i" � � 125 AMPS � Y, � -- ------ +az° ---1--- OO O o0 � , I 0 � ���' 3D � ___--_____-- � f � `:;,` _ --� � � ,� - - - -- - - - - - - -�;- j� � CLOSET ��` � _ � � �� ( +az° �'� F F F � , 202 � �� � ' i � � —" — Q a I , � Q � _ . � , , O o _ - — ;' �, ! I _ +42" � ' � I� i +24" g gp g � O � � � � - � �� i ( BEDROOM � Q � � GARAGE , +a2° 203 � J Q 100 � - — . � _ -_.�.� I � OUTLET AT � � �� � _ � � F F CEILING H � O , FAMILY ROOM W � _) 200 N Q GARAGE DOOR G E DOOR ❑ � _ ---- � i � U O � — S � 5 � � OUTLEiS AT � � ' CEILING HT O _ � / � m Q\ � +2a„ � / ,, � � F F � M I 0 ~� _,_...-�� RELOCATE EXISTING I M ELECTRICAL PANEL _ 1_ � 200 AMPS --- ----- -- – – 3 � � � � � / 3-WAY SWITCH� � TO FOYER . ELECTRICAL PLAN - MAIN LEVEL ELECTRICAL PLAN - UPPER LEVEL 1 1 4" = 1'-0�� 2 1 4" = 1'-0° ' _ / / PROJECT : 0905 GENERAL ELECTRICAL NOTES: LIGHTING SYMBOLS POWER SYMBOLS D A T E : PRICING 2.16.10 1. RE-SWITCH &RE-PLUG ALL ELECTRICA�W/ DECORA AND DIVA DIMMERS AFTER PAINTWG O RECESSED CAN LIGHT: � WALL MOUNTED TELEPHONE OUTLET : 4"ADJUSTABLE DOWNLIGHT R E V I S I O N S : 2. TYPICAL COLOR OF DECORA: � COMBO. DAT�ELEPHONE OUTLET PERMIT OS.22.1 O T.B.D. J� J BOX/PENDANT LIGHT Tv 2 RGS coaxia� � REV. PERMIT 05.07.10 Q RECESSED LENSED SHOWER LIGHT � 3. POWER AND LIGHTING DISTRIBUTION TO � REV. PERMIT 05.17.1 O o UNDER CABINET LIGHT � DUPLEX OUTLET+16"A.F.F. FOLLOW REQUIREMENTS PER IRC ' Z WALL MOUNTED SCONCE (U.N.O.) : 4. ELECTRICAL WALK-THRU IS REQUIRED WITH SURFACE MOUNT-COMPACT FLUORESCENT � QUAD OUTLET +16"A.F.F.(U.N.O.) � ARCHITECT/OWNER AT ROUGH-W GROUND FAULT QUAD OUTLET, '' Q RECESSED CAN LIGHT-COMPACT FLUORESCENT � �� ' 5. VERIFY HEIGHTS OF RECEPTACLES FOR TVs +42 A.F.F. (U.O.N.) GROUND FAULT DUPLEX OUTLET, SURFACE MOUNT-COMPACT FLUORESCENT � +42"A.F.F. U.O.N. 6. ALL DOWN SPOUTS AND DRAINS TO HAVE HEAT � ) TAPE � DUPLEX OUTLET, HALF SWITCHED +8"A.F.F. _ SWITCH (U.O.N.) . � ELECTRICAL 7. ELECTRICAL MAIN PANEL EXISTING. 200 AMPS • O❑ DUPLEX FLOOR OUTLET ELECTRICAL SUB-PANEL A DCISTING:200 AMPS 3-WAY SWITCH � DC ELECTRICAL SUB-PANEL B EXISTING: 100 AMPS 3 =______= DOOR CONTACT ALARM , DRJIMER ELECTRICAL SUB-PANEL C NEW. 125 AMPS �p s� SMOKE DETECTOR � * O * I ED SEE SHEET E102 c� NOTE MONITORED FIRE ALARM REQU R .FT TIMER � CAR �- . 8. ALL RECEPTACLES TO BE TAMPER RESISTANT � SWITCH IN JAMB * PER 2008 NEC � a NOTE CARBON MONOXIDE DETECTOR TO BE INSTALLED THROUGHOUT EXISTING DWELLING PER IRC R315 9. MINIMUM 50°/a OF NEW LIGHTING TO BE HIGH Q SPEAKER � EFFICACY PER 2009 IECC �F BATHROOM EXHAUST FAN �, ;,. , ,,, . , � � , � �. � � � .+C�? � �: � � ' �,;�: t�. . �_ . •, , . ��#��:�:t�� ; , .? ' ; . . > <..: <.:.: ?��!�'�I��> ��1�'�1�'1� � � . ��t`' ,< , ; : i� �``w. _;�.,�, ,�.�,,. : t,3: E?3 _ _ _ _ � . .. . �?. 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GENERAL NOTES. � d �,0, .o..�� a .3' . • .'�'i DESIGN CRITERIA. . �p ' oc9 °� 4J .� w , � .,y . ty� �'t°\-�;....� , STRUCTURALWOOD FRAMING. �o- � .� ROOF LIVE LOAD (SNOW LOAD). 100 PSF � - � �z . o; �;c� ROOF DEAD LOAD. 15 PSF �� o. �,- . 1'. EXCEPT WHERE NOTED OTHERWISE,ALL 2 NOMINAL LUMBER EXCEPT STUDS • .6-•; ;`'� FLOOR LIVE LOAD. 4fl PSF STRUCTURAL STEEL. � _ #2 AND BETTER. ALL LID TIMBER POSTS AND ` �� TR CT. SLAB PER PLAN �O`°. . w D : 30PSF SHALL BE D�UGLAS FIR LARCH SO 6 S U J .,s� � FLOOR DEAD LOAD (W�0 ) �� Q . BEAMS 3 NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH#2 UNLESS AL BE IN `? FLOOR DEAD LOAD (CONC,). 90 PSF 1: FABRICATION AND ERECTION OF STRUCTURAL STEEL SH L 1 1 2"LTWT: CONC. . NOTED OTHERWISE ON PLAN.' � DECK LIVE LOAD. 100 PSF ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISGLRFD, . AI 3 5 OR AISC-HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTICE - - - - - - - - PER PIAN DECK DEAD LOAD. 15 PSF SC 3 . 2 STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. BASIC WIND SPEED (3 SEC GUST}. 90 MPH . a � � � � . a . �. Q .' � � ' TO SLAB . 2 STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES . . . � � � '. . � . . : d' O O I`� WIND EXPOSURE. B 3. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE ' . ` ...°°� A. � .� . O� N O' I� SEISMIC DESIGN CATEGORY. C SHALL BEASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM . ' � . FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED A501. . � � � M IBC/IRC EDITION. 2009 �� R � - ' N � I� M ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7 INTO CONCRETE O � pp /� /�� . . . . . . � . . . . . . . . � . � � � ..� . . . � � . . . . .. .. . . � . . . � . . . . . . ' . . . � . � . .. . . . . . . . .. . .. . . . . . . : � d p . . . � . . . . .. � . VJ VJ � . � . � � . T M RE THAN 4 FT APAFiT. THERE SHALL BE A X . MASONRY,AND SPACED NO 0 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM FOUNDATION DESIGN. '� � Q � � MINIMUM OF TWO BOLTS OR ANCH(�R STRAPS PER PIECE WITH ONE BOLT�R SPECIFICATION A325. ANCHOR BOLTS ANQ BOLTS USED IN TIMBER 2'- . � ° ADE BM. � � � „ �� o . 8 WIDE CONC. GR m . R TRAP L ATED N T M RE THAN 12 OFi LESS THAN 4 FROM EACH _� U ' ANCHO S OC 0 � CONNECTIONS, INCLUDWG LAGS, MAY BE ASTM A307. #3 DWLS.x c� d PER PLAN . O O 1. THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE REC�MMENDATIONS � END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE ABBREVIATIONS LIST �� -. ' � � SET FORTH IN GEOTECHNICAL REP�RT#107 0744 BY HP GEOTECH, INC. AND @ 24 (ALT. LEGS) _ Q TIGHTENED ON EACH BOLT TO THE PIATE 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING , A � . Z � � : THE NVO REPQRTS PREPARED BY FRANCIS HARRISON OF MICHAEL W.WEST& � � , INSPECT�R. A.B. ANCHOR BOLT � _ R ITE EXPLORATION ASSOCIATES, INC. DATED 11/13/09 AND 03/10/10: FURTHE S � � �� " ' ' ' L N IT. � 4. BOTTOMPLATES W CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED ADJ. ADJACENT #5s 12 EA.WAY . (2)-#5s CONT. O G � L BE NDUCTED AND THE RECOMENDATIONS IN THE ABOVE NOTED " ; WIL CO , ER F NAT RALLY D RABLE MATERIAL �� �� ALTERNATE �. ' TOP&BOT: Q V- LUMBER OR A LUMB 0 U U 5. EXPANSION BOLTS SHALL BE WEDGE TYPE POWER OR APPROVED ALT. REPORTS MAY BE MODIFIED. CONSTRUCTION OF THIS FOUNDATION SHALL ' ; ARCHITECT . ; EQUIVALENT. MINIMUM EMBEDMENT SHALL BE S DIAMETERS UNLESS NOTED ARCH. _ FOL�OW THE REQUIREMENTS DESCRIBED IN THE FORTHCOMING REPORT. HEX NUT CAP & . � . � 5. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY gp, BOARD � R . �� OTHERWISE: : � PER PLAN . PR VIDE 1 2 BLOCKING MICROPILE BY OTHERS WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK O / BLKG: DITI N SHALL BE VERIFIED BY A REPRESENTATIVE OF BOW 2 SOIL VALUES AND CON O S (N(a MICRO PILE @ SIM) CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2x TREATED BLOCKING g�; BEAM ; 6. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER. „ ; THE GE�TECHNICAL ENGINEER. REPORT ANY DISCREPANCIES FROM THE 4 CONT. FORM VOID ° EACH SIDE OF BEAM AT BEARING. BM. PKT. BEAM POCKET TI N T THE STRUCTURAL ENGINEER. tn DESIGN ASSUMP O S O �� BEARING : 7. DELAY PAINTING WITHIN 3 OF FIELD WELDS UNTIL WELDS ARE COMPLETED. BRG. 5 SCALE:3/4" = 1'-0 TED ON PIAN ANTILEVER C , 6. BLOCKING WITHIN FL(70R JOIST SPACES BENEATH POSTS NO CANT. C S1 ° 3. PR�VIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. SINGLE STUD LR. CLEAR ; 8. STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN C p ENGINEER RECOMMENDATIONS. TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. R IVE IL HALL BE GALVANIZED AND SHALL BE CMU CONCRETE MASONRY UNIT , CONTACT WITH COR OS SO S S �� : COLUMN 5 CONC: SIAB '_ ' . ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL COL: . REINFORCED CONCRETE PER PIAN T NE&MORTAR ; +' 7. BOLTS USED IN FRAMING CONNECTI(�NS SHALL BE INSTALLED WITH CONC. CONCRETE (N) S 0 ANCHORS. NTIN OUS PER ARCH. � , STANDARD WASHERS AND NUTS. C�NT. CO U 1. ONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF C . SLOPING ...... ... ... : ., ::, , .. . ,_ �� STRUCTURAL GLUED LAMINATED TIMBER BEAMS(G.L.}. C.P. CFiIPPLE POST :.:�::. . � :.. .� . : .. . . _..,�.� � "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). TO SLAB Q ' ._ °'' ° ' : a � 8. REFER TO THE 2fl09 IRC TABLE R602.3(1}OFi 2003 IBC TABLE 2304.9.1 FOR DWL. DOWEL . � ,.� a. �a _ . . . . m ,{� MINIMUM FASTENING$CHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED 1. ALL GLUED LAMINATED TIMBER MEMBERS SHALL BE MANUFACTURED AND EXISTING a � . � � • ` RETE HALL HAVE A MINIMUM 28 DAY COMPRESSIVE �E} 2. STRUCTURAL CONC S r = �� � a� .� Z UPON REQUEST. AS STATED IN SECTION 2304.9.5 OF THE 2�fl3 IBC SECTION IDENTIFIED AS FiEQUIRED IN AITC A190.1 AND ASTMD 3737. EA: EACH � - . _ STRENGTH OF 3000 PSI. - . a 2304.9.5: FASTENERS FOR PRESERVATIVE-TREATED AND EQ. EQUAL - - - - - NLE � FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED 2. ALL MEMBERS SHALL BE ARCHITECTURAL APPEARANCE GRADE U SS EXP. EXPANSION _ � 3. CONCF3ETE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. NOTED OTHERWISE BY THE ARCHITECT. EXSTG. EXISTING 8"THICKENED SLAB W CEMENT: DO NOT USE ADMIXTURES CONTAINING CHLOFiIDE SALTS. .• FASTENINGS FOR WO�D FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA F.D. FLOOR DRAW EDGE W/(2}-#5's $��' TECHNICAL REPORT No.7. 3. ADHESIVES SHALL MEET THE REQUIREMENTS FOf3 WET CONDITIONS OF FTG. FOOTING CONT. HOF31Z.,TYP. W 4. FOR COLD WEATHER C�NCRETING PROCEDURES REFER TO THE"ACI MANUAL �� SERVICE G.0 GLUEQ LAMINATED . �� _ � Z OF CONCRETE PRACTICE 4 SCALE. 3/4 - 1-0 9. UNLESS NOTED UTHERWISE, STEEL C�NNECTORS SHALL BE USED TO JOIN HDR: HEADER RAFTERS JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR 4. MEMBERS SHALL NOT BE CAMBERED UNLESS NOTED ON PLAN. HORIZ HORIZONTAL S1 5. EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS ' {,�} EQUIVALENT. INFO. INFOFiMATION TAR D PA ED AT N LESS THAN 12 BOLT DIAMETERS . (N) STONE&MOR FROM CONCRETE EDGES AN S C 0 5. LAMINATED MEMBERS SHALL BE FABRICATED USiNG DOUGLAS FIR: JSTS. JOISTS Z TED THERWISE UNLESS NO (� PER ARCH. 10. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL COMBINATION SYMBOL FOR ALL BEAMS AND GIRDERS SHALL AS SPECIFIED ON K.S. KING STUD SLOPE - � �� W BE RIPPED T�MATCH THE STEEL BEAM FLANGE WIDTH: PLAN. COLUMNS SHALL BE COMBINATION SYMBOL 3. LLV ` LONG LEG VERTICAL #4s HORIZ. 12 6. CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED PER SITE PLAN °� i F 12 FEET W EACH DIRECTION. IF LONGIT. LONGITUDINAL CONTROL JOINTS AT A MAXIMUM SPAC NG O 11. MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN . LTWT. LIGHTWEIGHT POSSIBLE, LOCATE C(?NTROL JOINTS ALONG COLUMN GRIDLINES. BACKFILLING PROCEDURES. PER PIAN ::�:.:�::.�::.-.�. ...:;.�-:,;r--� . ._....�:_..z . ...,.. :_.,.. - #4 CONT. @ NOSING,TYP. ,. ,.._.�1 ...;, ,�,..., , THE SIZES AND SPACINGS INDICATED ON PLAN. IF JOISTS FROM A LVL LAMINATED VENEER LUMBER � . : a . •�: T0 SLAB a . . IT TED CONTACT ' ' , MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBST U , MANF. MANUFACTURER : . . �. � . � �. :� ERA E FOR REINFORCING STEEL ACI 318-95 . 1. VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER. � - � . . , ,, ...., RISE&RUN PER ARCH. 7. CONCRETE COV G � � ENGINEER TO REVIEW SPANS LOADING AND C�NNECTI(�NS. FOLLOW THE N NEW � +`'```�� N RETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3° ' ( } ..:.: .^�.� . CO C - MAN FACTURER'S RECOMMENDATIONS REGARDING BLOCKING BRACING AND O.C. ON CENTER � ° CONCRETE EXPOSEQ TO EARTH OR WEATHER: � ' 2. CONCURRENT BACKFILLING OF EACH SI�E OF RETAINING WALLS TO FINAL �� , . . � � . . . . . . . 4:. . . . WEB STIFFENERS. PLATE . �� P RARY H RIN I IN TALLED. DQ NOT R , #6 BAR THROUGH #18 BAR. 2 GRADES IS REQUIRED UNLESS TEM O S O G S S � � �� 5"CONC. SLAB , � �� �...:•, ... -- REF. REFERENCE � . � '. °: . � : PER PLAN • �� BACKFILL AGAINST RETAINING F�UNDATION WALLS UN�IL SUPPQRTING FF3AMING 1'-6° . ' � , . -', . #5 BAR,W31 OR D31 WIRE,AND SMALLER. 1 1/2 „ 12. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16 ON CENTER OR AS DESCRIBED REINF. REINFURCING . _ • '� .: �- " WEATHER N R IN �NTACT WITH GROUND: . ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHURING IS INSTALLED: . CONGRETE NOT EXP�SED TO 0 C . n � � . a ` .:;:,:..;:.,_.:_ :�..:.�.z:-.:�;: REF. SITE BELOW, UNLESS N�TED OTHERWISE ON PLAN. o f SCHED. SCHEDULE � � � V � .' � . - �• a. SLABS;WALLS AND JOISTS(#11 BAR AND SMALLER}. '- AND LE : 2x6 STUDS 16° S.I.P. TR T RAL IN ULATED PANEL' � , . . . . TO SLAB . �� . WALL HEIGHTS 12 6 SS @ S UC U S � �� co � • � . #14 AND NO 18 BARS. 1 1/2 � r . „ GROUT. #4 s@ 12 � � � . WALL HEIGHTS FROM 12-6 THROUGH 14-6. 2x6 STUDS @ 12 STL. STEEL � �� , ,. , . - ', . : . . . 34 1 -6 , � . •. . #11 BAR AND SMALLER. / � � . �� _ , - - - 1 � �� � . WALL HEIGHTS FROM 14 6 THROUGH 17 4. (2) 2x6 STUDS @ 6 N TEEL BEAM BEARING PLATES T�B� THFiOUGH BOLT 1_� ' . b. BEAMS AND COLUMNS: , , 1. GROUT BENEATH COLUMNBASE PLATES A D S �_ � �+ . WA�L HEIGHTS GREATER THAN 17-4. CONTACT ENGINEER T&G TONGUE&GROOVE • ° SHALL BE NON-SHRINK NON-METALIC GROUT WITH A MINIMUM COMPRESSIVE ' ^ . PRIMARY REINFORCEMENT,TIES, STIRRUPS, SPIRALS. 1 1/2 , 'V\ CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT TO TOP OF � J STRENGTH OF 2500 PSL � �� �g 1NTERSECTIONS WITH OTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE, STRAP TOF TOP OF FOOTING �_ �� 8 THICKENED S n . 1 6 � � _ T EL REINFORCING S E EDGE W 2 -#5s �•./ TOP PLATES WITH STEEL STRAP TIES(SIMPSON ST292). TOW TOP OF WALL �� ) ENERAL RE IREMENT : = N FRAMED T THE B TTOM�F G QU S TRANSV. VER E CONT. HORIZ.,TYP. � . GABLE END WALLS SHALL BE BALLOO O 0 TRANS S � , � - 1. EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 M L K T R ABLE END TRUSS. TRTD. TREATED : RAFTERS, 00 OU S 0 G W LDED WHICH MAY BE GRADE BAR AND BARS TO BE WE AL DRAWIN PFiIOR TO : EXCEPT TIES, FIELD BENT S „ 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTUR GS W . WALLS SHALL BE SHEATHED WITH 7/16 THICK APA RATED PLYW�OD OR OSB TS TUBE STEEL i �'n HALL CONFORM TO ASTM SPEC. T EN INEER IF . �� _ � : a 40. ALL REINFORCING BARS S . CONSTRUCTION. DO NOT SCALE DRAW.NGS. CONTAC G SCALE. 3/4 - 1-0 V J -- SHEATHING RATED 24/16, EXPOSURE 1. BLOCKALL HORIZONTAL JOINTS. 8d TYP. TYPICAL 3 �� �� DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. � ! - NAILS AT 6 AT PANEL EDGES AND 8d NAILS AT 12 AT INTERMEDIATE SUPPORTS. VERT. VERTICAL S1 � I 2 FOR BARS#8 AND SMALLER LAP BARS 36 DIAMETERS AT SPLICES N , VIF Q : PROVIDE 3)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH VERIFY W FIELD � 1 -#4 CONT. I AL PLI ING DEVICES UNLESS ( } CONCRETE DO NOT WELD OR USE MECHAN C S C 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. � : RIMMER AND NE 2x6 KING STUD EACH SIDE UNLESS NOTED W.P. WATERPRO�F O : ONE 2x6 T 0 : BY EN INEER: E PREPARED F R THE USE OF A UALIFIED , APPROVED G THESE DRAWINGS HAVE BE N O Q � ¢ WI E. W/ WITH OTH ER S �� - AND � ` H EXPERIEN E IN THE CONSTRUCTION SYSTEMS �r NTRACTOR WIT C CO 4 NC. SLAB A RFACE CO DFiIVEW Y SU HIN F T D BELOW. � D WITH RNE R BAR . ALIGN JOISTS OR RAFTERS TO BEAR WIT 5 � S U S S LOPE TO F.D. BE NTW R LAPPE CO S ' 3. HORIZONTAL BARS SHALL CO UOUS 0 TE HNI E DES RIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE - < ,� C QU S C BY OTHERS PERPIAN � -. _ A MINIM M F 2 FEET BEYC)ND r.._ A EXTENDIN U 0 I ED T N R . PR VIDE 2 #5 B RS G �� IN THE PR PER E EN E A MAY BE RE U R 0 W AT C�R E S 0 O SHORING AND BRACING 0 S QU C , S Q ENTER ARIN WALL ARE 2x4 OR 2x6 STUDS AT 16 ON C PER PLAN 13. INTERIOFi LOAD BE G S � , , . EDGE OF ALL OPENINGS OR STEPS „ ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF . T P M WALL BOARD BOTH SIDES. CAP WITH A DOUBLETOPPLATE � � � � . � � TO SLAB WITH 1/2 GY SU . . . � . . _ .J_ CONSTRUCTIQN IS THE RESPONSIBILITY OF THE CONTRACTUR. CONSULT WITH � N E E TI N WITH PARTITIONS. . ° TO PROVIDE OVERIAPPING AT CORNERS AND I T RS C O � � ' o0 . . . o : 4. EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS NOT IN aa IF VERLAP IS NOT P�SSIBLE STRAP TOP PLATES WITH STEEL STRAP TIES � - � a 0 , � - T L ATIONS WITH ENGINEER. CONNECTION SCHEDULE PER PLAN . COORDINATE ALL COLD JOIN OC CONTRAC�. . ., . � � (SIMPS(�N ST292): TOW , � _ PENIN WITH � D W S LLD RANDWIN O G 2 2x1 HEADEFi VER A 00 � . PROVIDE 0 S O . . O � ) � _ A IMP N H5 A TM PE . A 185. LAP WELDED S SO I HALL CONFORM TO S S C EN E - Q 5. WELDED WIRE FABR C S 3. THE CONTRACT�R IS RESPONSIBLE F(�R THE MEANS, METHODS SEQU C S O x4 R 2x TRIMMER AND ONE?x4 OR 2x6 KING STUD EACH SIDE UNLESS o �- O ONE2 O 6 Q WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS. ND PR ED RE F R N TR TION OF THIS PR�JECT. NOTIFY _._ A OC U S 0 CO S UC #4 DWLS.x _� n ERWI E � NOTED OTH S �� N� a , V T� Ti N B SIMPSON LSSU210 @ 4� �� STRUCTURAL ENGINEER OF ERRORS UR�MISSiONS IN THE C�NS UC 0 O U R WITHIN F STUDS BELOW: . . ALIGN JOISTS OR RAFTERS TO BEA 5 O � � m MICROPILES. DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS � . 1� . � �� . # 's ONT. HORIZ. 12" ^ ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS SIMPSON HU4�I O #5s VERT. @ 12 . 5 C @ EAM BEARIN L ATI N IN T D WALLS PROVIDE MULTIPLE-STUD O HE 14. AT B G OC 0 S S U , ' ' � 1. MICROPILES SHALL BE DESIGNED AND INSTALLED TO RESISTT THROUGH STRUCTURAL MEMBEFiS WITH STRUCTURAL ENGINEER. JOBSITE ' � ERWI E POSTS EQUAL TO WIDTH �F BEAM UNLESS NOTED l"3THERWISE UNFACTORED DESIGN LOADS WDICATED ON PLAN: UNLESS OTH S ' � ° SAFETY IS THE SOLE RESPONSIBILIIY OF THE CONTRACTOR. _ �� � �� " �� RECOMMENDED BYTHE MANUFACTURER,THE FACTOR C?F SAFETYTO BE OD {2� 3�4 �T.B.S PERIMETER 4 �4 , „ � N . PR VIDE 3 4 THICK APA RATED STURDIFLOOR RATED 15. FLOOR SHEATHI G 0 / AIN PER • � APPLIED TO THE DESIGN LOADS INDICATED SHALL NOT BE LESS THAN 2 DR � �� 4. OBSERVATION VISITS BY THE STFiUCTURAL ENGINEER ARE FOR (2)-#5 s CONT. AT 24 ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR E SIMPSON HHUS61 O � O Q GEOTECHNICAL s T . �� DETERMINATION OF GENERAL COMPL.IANCE WITH THE CONSTRUCTION TOP &B� M � 2. INSTALLATION SHALL BE bONE BY AUTHORIZED INSTALLERS ONLY. PROOF OF CONSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS. 8d NAILS AT 6 AT ENG. 'DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE � � � �' J PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS. INSTALL _ . HEX NUT, CAP h'&MICROPILE BY CURRENT CERTIFICATION WITH THE MANUFACTURER SHALL BE SUBMITTED TO F SIMPSON ITT351�I.SH - .. - CONTRACTOFi SHALL CONTACT THE ENGINEER AT �HE APPROPFiIATE TIME TO O � T RAL EN INEER PRIOR TQ WSTALLATION. SHEATHING WITH LONG DIMENSION PERPENDICULAR TO J�ISTS AND STAGGER OTHERS THE ARCHITECT OR STRUC U G SCHEDULE THIS VISIT. PER PLAN ° ,, JOINTS. � J L 4x4x1/4 x 0-51/2 W/ (4)- Bow �� IZE PILE T P 0 �� � 4 CONT. FORM VOID I R PILE TYPE S O A T R HALL SELEGT THE M C O MI ROPILE CONTR C O S 3. C , EE 1 4 T RE THE 4 T.B.s 2 EA. LEG 5 S , „ 5. IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUC U , 3/ QS ( � � 16. ROOF SHEATHING. PROVIDE 5/8 THICKAPA PLYWOOD SHEATHING RATED ATTACHMENT WSTALLATION MEANS AND METHODS, ESTIMATE THE -' CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, 2 SCALE: 3/4" = 1'-0 GROUND-GROUT BOND VALUE AND DETERMINE THE REQUIRED BOND LENGTH 40/20 EXP(?SURE 1. INSTALL SHEATHING WITH LONG DIMENSION ELEVATIONS AND ALL EXISTING C(JNDITIONS. UNDERPINNING AND SHORING OF SEE DETAIL 5/S3 51 PERPENDI LAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS. 0 AND FINAL MICR�PILE DIAMETER: CU �� , „ �� EXISTING STRUCTURES SHALL BE THE RESPOfv��BILITY OF THE CONTRACTOR. NAILING. 8d NAILS AT 6 AT PANEL EDGES AND 8d NAILS AT 12 AT INTERMEDIATE ND RE MMENDATI NS _ SUPP(7RTS. CONSULT WITH THE ENGINEER F�R SHORING DESIGN A C� 0 I SIMPSON HUC210 2 4, MICROPILE CONTRACTOR SHALL PFiOVIDE ALL MICROPILE COMPONENTS, (NOT IN CONTRACT}. � , PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS,TRUSSES , I L DE BUT NOT LIMITED TO REINFORCING CASING GROUT - THESE ITEMS NC U � � Y 21 -2 AND L K uTS. IMP N L O 00 0 SO SSU J S VEL PMENT LENGTHS: 0 DESIGN MIX,AND DE 0 PLETE AND ACCURATE SET . PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COM ,. - 2x6 EXTERIOR WALL r OF CONSTRUCTION DOCUMENTS, ERRORS UR OMISSIONS MAY OCCUR. :6 CONCRETE SIAB ON 4 GLEAN � 2 1-10 N PREVENT R LLIN . O O BEaRi G To o G P R E C T . S EE DETAIL 4 S3 OJ F R PILE T N RETE WALL � 5. CONTRACTOR SHALL PR�VIDE DESIGN 0 (�C� C � RELEASE OF THESE DRAWWGS ANTICIPATES CONTINUED COOPERATION AND GRAVEL BASE ON UNDISTURBED � ��LTWT. CONC. NNE TI N . 1 1/2 CO C O S T AND EN INEER TO Y . TFA BE7WEEN THE CONTFiACTOFi ARCHITEC G D R A W N B 7 (AMINATED VENEER LUMBER LVL SHALL HAVE THE FOLLOWING MINIMUM COMMUNICATION , GRADE OR COMPACTED STRUCTURAL 1 , � ) E D ETAI L 6 S3 ' �� " _ L SE / PR VIDE THE BE T P IBLE STRUCTURE x 1 A.B.s 48 O.C. , 0 S OSS O FILL PER SOILS ENGINEER. REINFORCE 1/2 QJ 0 @ PROPERTIES. . PL R PILE T P ATTACHMENTS SHALL „ REVIEWED BY , � 6. STRUCTURAL STEEL PLATES ANQ SHAPES FO 0 . LAB W # REBAR 12 O.C. EA.WAY IN CONT.TRTD.�c6 Fi' M A AA HTO M183 OR ASTM A 57 AASHTO M223 GRADE . FLEXURAL BENDING STRESS. 2600 PS � S / 5 @ CONFORM TO AST 36/ S , 2/ , . THROUGHOUT. D A T E : PERMIT'03.22.10 350. . MODULUS OF ELASTICITY. 1,900,000 PSI • 1 PI _ . TENSION PARALLEL T�GRAIN. 850 S REVISIONS . 2 1 P I . COMPRESSI(�N PARALLELTO GRAIN. 3 0 S Z A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE PRESENT �PER�PLAN - - - - PER PLAN - • , � _. � a . � . COMPRESSION PAFiALLELTOGRAIN. 750 PSI . a o . = W CD 05.07.�0 I R PILE INSTALLATION. Y TO SLAB a . . . . , d �,. TO DURING M C 0 ; T L E LINE _ � . . . a : _ � � - ' PERPENDICl1LAR O G U , co ; . _ -� . .. . . . . . . a . .e . IM. � � . . �� CONC. PATIQ SLAB @ S 8. WRITTEN INSTALLATION RECORDS SHALL BE KEPT FOR EACH MICROPILE AND . HORIZONTALSHEAR. 285 PSI . � a. 4 � NDATI N REGARDING BLOCKWG ' . ' LIMITED TO THE FOLLOWING. FOLLOW THE MANUFACTURER S RECOMME 0 S , SHOULD INCLUDE BUT NOT � � a� , ENER AND MULTIPLE MEMBER CONNECTIONS. BRACING AND WEB STIFF S � � , a TE F IN TALL4TI N ' : DA 0 S 0 � � � , �, . . - �� _ 8 WIDE CONC: GRADE BM. , LOCATION pF PILE #5S DWLS.x 2 4 EPDXIED IN .a �� �� _ ._ , , �� . PER PIAN ; . DEPTH�F INSTALLATION 3/4 0 x 4 DRILLED HpLES @ - ERIMETER ; �� 0 TYP. @ P _ HERE LAB MEEfS . � : 16 TYP.W S E TI N F HOT 9. ALL MICROPILES SHALL HAVE A MINIMUM CORROSION PROT C 0 O EXTERIOR GRADE BMs R F RTHER : ALVANIZATION. CONSULT GEOTECHNICAL ENGINEER FO U DIPPED G (SIMPSON SET OR EQUIV.) a � �� ,� 2-#5s CONT. LONGIT. 4 4 t } �E ��EMENTS: ENERAL so��co��osiviT,r Qu G . a T P&BOT. a . Q a � T MI ROPILE T N T LIMITED O C . TE DRAWINGS INDICATING BU O . N S CX 10. SUBMIT SHOP 0 � . ETER � �� . PERIM M B ND T. NUMBER DESIGN LOAD TYPE AND SIZE OF REINF�RCING STEEL, MINIMU 0 #5s @ 12 VER , , . bRAIN PER a � P LE T ONCRETE WALL , I L T AND MICRO I O C DETA S LENGTH,TOTAL MICROPILE LENG H, � . 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L / . �.� 8 : , . . . .. .. . . . � . � . . .. .. � . � .. . . � � � .. � � . . . . .. . . � . . . . . . . . . . . .. . . . . . � . . . . � . . .. . . . . . . � . . . . . . . o�/�f.� � . - •['�°J . .{�O � �L/ °o�'� � : � . 3 ; O �.. ) .�o � . � � - - - - - - - - - - - -- - - - - - - - -- - - - - -- - - - - � : ; � � � I O O � � � I � N O I` � 5 6� �' t� r M Q o o � � fi �i I Nr � m I ,o ,o . . 3° s s � , � � I � � d- d- 0 , � o � � _ _ _ _ m � � � 00 . . � � ti � o � . z � � i � o _ i r -> a � - a � � I INDICATES FLOOFi ABOVE � � � � ( _ � � . . . . . , . � � . . � . . . . . . � � . . .. . . . . . .. ' . . �. � . � � � .. .. .� . . . . � . � .. � .. � . . . . . . ; . . . . .. . . . .. . . � . � .: . . . . .. . . . . � . . � . .. . . - .. � .. , .� . . . � . . . � . � � . . � � . � �. . . . . : . . . . . . . � . CV �. .. . � � . . . . �. .. . . � . MICROPILES. I I T N , � � EITTHE 1. MICROPILES SHALL BE DESIGNED AND INSTALLED TO R S S � � UNFACTORED DESIGN LOADS INDICATED ON PLAN: UNLESS OTHERWISE � RECOMMENDED BYTHE MANUFACTURER,THE FACTOR OF SAFETYTO BE 25'-0�� O TC?W = 8390'-41/2 APPLIED TO THE DESIGN LOADS INDICATED SHALL N�T BE LESS THAN 2 '- " BOW = 8385'-4 1/2 r �--' 5 5 �'o �S �� �Q �Q INDICATES 8 THICKENED EDGE �F- � � � �� /�- �_ �� � 2. INSTALLATION SHALL BE DONE BY AUTHORIZED INSTALLERS ONLY. PROOF OF 4'-0° h 8-�e O � 1a'e' �q 8 � �4 � CURRENT CERTIFICATION WITH THE MANUFACTURER SHALL BE SUBMITTED TO W/(2}-#5's CONT:LONGIT: C — 7HE ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO INSTALLATION. � �C� A , Z 3. MICROPILE CONTRACTOR SHALL SELECT THE MICROPILE TYPE, SIZE PILE TOP T MATE THE STEP BOW - ATTACHMENT INSTALLATION MEANS AND METHODS, ES I Q REF.ARCH. � � 4 D�WEL NEW STRUCT. SLAB GROUND-GROUT BOND VALUE AND DETERMINE THE REQUIRED BOND LENGTH T.O. SLAB 1 , � ° Si 3 STEP BOW TO GRADE BM.s W/#3 DWLS AND FINAL MICROPILE DIAMETER. S1 = S1 I I 2'- �� o W o . I x 24 T(P. ALT. LEGS , _� � @ � ) - � _ � 2 n 0 5 � ; �� �� - � W _ . 4. MICROPILE C�NTRACTOR SHALL PR�VIDE ALL MICROPILE COMPONENTS. 5 CONCRETE SLAB ON 4 CLEAN GRAVEL TOW - 8389-81/2 DI ATE 8"WIDE CONC. � � �� IN C S o - _ �_ I I , THESE ITEMS INCLUDE BUT NOT LIMITED TO REINFORCING CASING, GROUT 8390 4 1/2 I ( BOW 8386 81/2 _ : ' BASE QN UNDISTURBED GRADE OR � — GRADE BM:W/(2} #5s CONT. Z < MENT LEN TH .' 'O �T. . LAB � � , ; DESIGN MIX,AND'DEVELOP G S CpMPACTED STRUCTURAL FILL PER SOILS c1' � S LONGIT.TOP&BOT., #5s _ . _ � �� EN INEER. REINF R E LAB WITH # s G 0 C S 3@ I I I CONT. @ 12 EA.WAY. �� � �� = o C7 5. CONTRACTOR SHALL PROVIDE DESIGN FOR PILE TO CONCRETE WALL 12 OR#4 s@ 16 THROUGHOUT. PROVIDE ' o �� - . . � : CONNECTIONS, � �� �� r 1 DEEP SAWN OR TOOLED CONTROL � g g Z : ( EF:ARCH. I : JOINTS AT 12'-0"MAXIMUM SPACING EACH 5 5 � . 1 o W 6. STRUCTURAL STEEL PLATES AND SHAPES FOR PILE TOP ATTACHMENTS SHALL �� S�B S1 S1 WAY. REF.ARCH. SITE PLAN FOR LOCATION — -— — — — — — - — �ri�O — - — — — — — — — — — — — — — S1 ! CONFORM TO ASTM A36/AASHTO M183, OR ASTM A 572/AASHTO M223, GRADE � � ( I cS' , AND CONTOUR OF PATIO —I ; - - - - - - - - -- - - -�- - - - -- - - - - + - - - - 350. _ � � TOW = 8390'-41 2 = - � o ' , � �� _ � �� _ � _ � �� � �� , _ _ _ � � � � �� TOW 8390 4 1 2 - - - # DWL .x 2 12 4 MIN. / _ _ - � 5 S 6 I 11 311 ( I23 W 886412 � @ ( 3 3 BO 3 / � ) e e a � � 6 7. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE PRESENT �� �� W = '-41 2 : EPDXIED IN 3!4 fd x 6 HOLES B(� 8386 / � . � � DURING MICROPILE INSTALLATION. y � � ; DRILLED IN EX T . ONC.WALL o Q SGC , s o I I I ( I �r �r �r sl I TYP. SIMPSON SET OR EQUIV.) ,o ,o ,o � s 8. WRITfEN INSTALLATION RECORDS SHALL BE KEPT FOR EACH MICROPILE AND �' �' g � � � : : 1❑ B T N T LIMITED T THE F LL WIN . SHOULDiNCLUDE U O 0 0 0 G ___. _.... ....... ....... _.W ....... _.�___. __ _...�_.._ _. __ ...... _ ( � � � -- -- __._ __._ -- ___. .:._._ _ - � � � —� - �> _.._ ....... .:._. ...._ �� y..... ._.. ....... ._.._ ....... ...... .__._..... _ „ . DATE OF WSTALLATION —.. .� Y._. ._..,. _..._ ..._ _...., � — — —. 6 CONCRETE STRUCT. SLAB �T T � , I I �� � _ _ 5 5 . LOCATION OF PILE _ TOW 8389 81/2 ON 4 CLEAN GRAVEL BASE ON I I - - �_ �Q �Q N y TOW - 8389 81/2 _ � �- �F- : DEPTH OF INSTALLATION � I "� BOW - 8386-8 1 2 ( � UNDISTURBED GRADE OR _, o _ , / p p � � B W - 86-81 2 `L `L = � � O 83 / i TED TR T RAL � I ( I COMPAC S UC U � � � 0 I I -i� , _, s - f _ _ � R TE TI N F HOT � TOW 8390 4 1 2 9. ALL MICRfJPILES SHALL HAVE A MINIMUM CORROSION P O C O O ! / � � FILL PER SOILS ENGINEER. � � _ � ' ^ BOW — 8386-41 2 EN INEER F R FURTHER I / DIPPED GALVANIZATION. CONSULT GEOTECHNICAL G 0 I REINFORCE SLAB #5 � � � J � �� � SOIL CORROSNITY REQUIREMENTS. � REBAR @ 12 C}.C. .WAY _ � � o � � � ; I I THROUGHOUT. _ o rn I , ,� I I , � 10: SUBMIT SHOP DFiAWINGS INDICATING BUT NOT LIMITED TO MICROPILE I _ _ 5 5 T - 8390 6 Q �5` � � j N �Q � � STEP BOW INIM M B ND � �F- `� � � . NUMBER, DESIGN L�AD,TYPE AND SIZE OF REINF�RCING STEEL, M U O � I _� T.O. SLAB p p � S�TEP BOW .o _ � � �, S � T T TAL MI ROPILE LENGTH AND MICROPI�E TO CONCRETE WALL � `L - I W , LENG H, O C , I � � �� �_ �� �_ �� �_ �� �^ , 4 78 84 88 I N. � � _ - .. ATfACHMENT FOR REVIEW PRIOR TO INSTALLAT 0 TOW 8390 6 V J , � � _ �_ _ � _ � TOW 8390 6 ,�a _ � �Q BOW - 8386 6 REMOVE EXSTG. CONC. , ,- , . _ - r � � � ( BOW 8386 6 � L MB , B N TR TION TOLERANCES SHAL�BE P U 11. MICROPILE ALLOWA LE CO S UC - � � FNDTN.WHERE IT INTEFiF RES O a ( � ( � � _ ( � E TH PLAN ALI NMENT. WITHIN 2/o OFT(�TAL L NG G O � 5 W/NEW CONC. GRADE s � Q � � � � � �N MICR(�PI�ES TYP. � � � , � � h � _ � � � � v � ; � ' , �� �� _ 4 LEAN RAVEL I 5 CONCRE E SLAB 0 C G � �-t-�- �n � VIF IF EXSTG. i E RADE R � � � � ASE ON U DISTURB G O - W 1 II � CRAWLSPACE OR I , OMPACT D STRUCTU L FILL PER SOILS , SLAB ON GRADE � ( , ( E B WITH I I _ � I ENGINEER. REINFORC - � � ( �' � = 6x6-W1.4x 1.4 WELDED WI E FABRIC � ( � � G - , �� � � I I '�5' THROUGH UT. PROVIDE 1 EEP SAWN OR �'�` r � I � - _ I I � � o c� �_ �� '1-i,p I c� Q TOOLED C NTROL JOINTS A 12 0 � � � � ( � s � � _ I I Fs _ MAXIMUM PACING EACH WA . Q ' � '� - � � � v � � � _� � _ _ _ �...._ ....:V � � _ o � � _ � � _ - - _ - - - - - - - - _ _- _ _ - - - _ _ _ - .�� _ _... _ _ _ __ � -� TOW 8390-6 � R � - -- � � - - - - - ...:... ....... ..._ ._ _ BOW 8386-6 - - - - - - - - -- - - - - - - - - - -� oo m ___. ___. ___...- - _ � � -- � � : � , I I F.D., F.D. _: � ' —� -..-- --► ..t— � : � � � ' � � , : ro 8390-6 1 I � I � I 5 T. : LAB; O S ' � —� --- ___ ___. _..:: .:� .._l L:. __:.. ...._ �Q , � �� „ -� s- s-o s- - _ _ - _ _ _ -.� L _ _ _ -..--- _ o � _ , _ _ > : - _.:. _ _ _..::: _ _ _ �:. � _ _ _. ._ � Tow ssss �o , , 5 - - - _ _ _ _ ....... _ _ _ _ _ _ C� ,r, BOW - 8386-' �Q = � 2 0 ": 2 �_ �� p 8390 6 �l, y -' E 1 S1 � `� EXSTG. CONC.FNDTN.TO B S � T.O. SLAB' i REMOVED AND REPLACED W/ 0 � -� � . : NEW CONC. GRADE BMs ON MICROPILES � _ - , — T W — 8390-6 T W 8390 6 0 5 5 O r s , ' Q � _ Q _ , � _ _ - � � _ BOW 8386 6 BOW 8386 6 � 10 � i � O A h N lS� �*. _ � � . � � . . � . � .. . . . . . . .. . . .. . . . . . . . . . . . . . � . . n. . . . . .. . . . . . . . . . . . . � .. . . . .. . . # DWL .x ' 12 4 MIN. 5 S �@ � ) �� �� H LE EP XIEDIN34fdx6 0 S 0 / � �� � �� �_ �� ,_ �� �_ �� �_ �� _ 1 -1 9 4 1 8 9 4 1 10 5 0 . DFiILLED IN EXSTG. CONC:WALL, 0 ; IMP N ET R E UIV. ��' � TYP. S SO S O Q . - � ) ED LE. 4 — 1 -0 � �, A IN PLATE SCH U 3 COLUMN BE R G / P 29-0 w • 0201-10 PROJECT . � RAW N BY : TFA . D ; , THI K. IN. AN H RS TYPE PLAN VIEW Fj' C ( } C O : REVIEWED BY . JPL ,� DATE ; PERMIT 03.22.10 10 ° 71�� 1 �� REVISIONS : 1� z � _ D . 7.10 C 05 0 , . . . . . . . . . . . . . . . . . . . . . . . . . . . ...rJ_N . . � . . . . . . . . . . . . . . � � . . . . . � � � . . . . . . . . � . .. - � �. � . � . . . � . . . . . .. . . . . � . � � . . � � . . � .. . � . . . . . . . . . . . . . . . . .� � . � � . � . . �� 4V . . . 11... _ il � � 11 . .. . .. . � . . � . .. � . . � . . . . � . . . . . . � . .. . . . . . . . . . . . . . 1/2 2 1/2 QS x 6 � ) . �� � _ : N P I�N = _ � � NE FOUNDATIO 4 � o � _ EXP.ANCHORS SCALE, �I/ � o 0 PLAN NOTES: ,� N = 1. NEW CONCRETE GRADE BEAMS ARE 8 THICK UNLESS NOTED OTHERWISE ,.. . . � � . . . . . � � . � . . � .. . . . . . . . � N . .� .. . �. . . . . . . . . . . . . � . . . . . . . . . . . . . . . .. . . . . . � . � � � . . � . � .. . . �. . .. . . . . . . . . � . . . . � �. . . . . � � . � . �� � . . .. . . . . . . . . � � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONC. GRADE BM. 2. NEW CONSTRUCTIUN INDICATED �—), EXISTING CONSTRUCTION INDICATED (— ---) 3. # INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S2 BELOW SLAB ❑ 4. STEPS IN TOP(aF FOUNDATION GRADE BEAMS ARE INDICATED: � � LER T �A FACTOR C}F : 5. X KIPS WDICATES UNFACTORED DESIGN LOADS ON EACH MICROPILE. INSTAL 0 US R B T N T LESS THAN 2.0:' SAFETY RECOMMENDED BY MANUFACTURE U 0 . I REP RT. NT PER SO LS 0 , L W ALL RE MMENDATIONS AND REQUIREME S 6. CONTRACTOR SHALL FOL 0 CO NLE N TED THERWISE. �-r, TI N WALL R LUMNS U SS O O E ENTERED NDER FOUNDA 0 S O CO 7. MICROPILES SHALL B C U NDA � I N F�U 0 TIN NDITI N , AND EXI 0 S WITH AR HITE T S G CO Y DIMEN I N C C IN VERIF ALL S O S 8. DO N�T SCALE DRAW GS. PLAN � � . : , � `�: ` W : �, . � REMAINDER OF WFO. NOT d .o• •e.� F.s• e� N � e/ q .J� � = ro 4 WN FOR CLARIIY � s ,-,a SHO . � o�L � •- �:?��-�` `�.a,.>� �• ,� .-^s . . . . . . . � .. . . . . . � � . � .� � � . � . . � . � . . . . . . . . . .. .. . . . . � . . . . .. . . � . � .. . � . .. . . . . � .� .. .. . . . . . . . . . . . . . . . . . � . . . . . . . .. . . . . � . � . . . . .tt�'.1L L . . m PER PLAN r . _. . . . . . . . . . . . . . . . . . . . . . . . . . O� 6 . . � . . � . � � . . . � . . . . � � � . � . . . . . . . . . . . . . . � � . . � � . . . . . . . . . . . . . . . . . .. . . . . . � . .. � .. . � . . . . � . � . . . . . .. � . . � . � � . . . . . . . . . . . .�a� pQ . . To s-r�. a. �: � v:?' � •`' b e`'Y�.�� � . . . . . . . .. . . . . � . . . . . . . . . . � . o o . . . . . .. � . � . . . . . . . . . . � � . . .. . � � . . .. . . � . . . . . . . . . � . . . . . . .�.. � .. . � � . . . . f�se � � . � .. . � . � � � � . � . . . . � . . . .. . . - . . . � . . . . . . . � . . � . . � . . . . . � . . .. � . . �� . . � . � . . � . . . . : . . . . . ��'�.�" o��.� .. . . . . . . . . � � . . . . . . . . . . . . . . � . . �N . . . . . . . . . . .. . � . � . .. .. . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . �O, ^�@4�0 . . . . . � . . .. � . . . . . . . . . . . . . . .. . � � . � � . . . .� � . . . . . . . . . . . . . . . � . . � . . . � . � . .. � . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . � � . 0�/ . � . . . . . . . � � . .. . . .. . . . . . . . � . . � . .. � . . � . . . � . . � � � . . . � . . � .. . . � . . � � . . . . � . . � . . . . . � . . . � . . . . . . . . . . � .. .. . . . . .. V . . , . � . . . . . � . . .. � . � . . . . . . � . . . � � � . . .. � . � � . � � . . � . � . . . . � . . � � . . � . . . � . . . . . . . . . . . . . .. . . . .. . : .. . . . . . ... . . .. . L CONNECTION: : � '_ _ �� '°,v -��� J L 4x4x1/4x0 8 W/(4) 5/8 0 x � STL. BM. PER PLAN �� � 5 EXP.ANCH s �� � &(2}-3/4 Q1 T.B.s . d- o o � . �� - � � N O I` g SCALE. 3/4 — 1-0 � � � M S3 N � I` M 00 ' ' � � � � �F d' 2x6 EXTERIOR WALL � � � m . . STL. BM. PER PLAN U o0 • . � � � , , . z � � �� N . � o 1 1/2 LTWT. CO C = � ,: _ � _ .�� a _ r. Q � — — — Lt- . . . . la . . .. . . . . . . . . . . . .. . . . . . . . . � __ . . . . i . . . _ . � . . .. . . . . . . . . . . . . . . . . i . . . . �- II _ -2 1 4 PER PLAN � W 10x19 8390 21/4 � � W 10x19 (8390 / } � � ) �� TOW PER PLAN � - — — — — — — — — — — — _ 3/16 �- - - - - - - T-, —� - -� �-- - : _ - TO STL. : v � � _ 4 � . . . . . .. � . . � . . � . ... . . . . . . .. . . � . . . . . .. . � � N . . . � . . . � . � . . . . . . . � . � � . � .. .. . � . . . . . � . . . � . . .. . � � . . . . . . , . . . . . � . . . . . . . . . . . .. . . . . � � . . . . . . . . . . . . . .. .. . . . . � �. I � . . . . � � . . . . . . . . . . . . .. . . . . ( . � . . . . . . . . . . .. . . . .. . . .. . � . . . . . . . � ... . . . �� �� � rlc� . � . . . . . . . � . . . . � � . . . . .. �. � � . . . . . . . . � . �� � . . � .. . � . � � . . � . . � . . . .. . . . . . . . . � . . . . . .. . : . . � . .. . . . . . . .. . � . . . . . . . . .. .. . . . . .. . . . . . . � �� . .. . . . . . . . . . � � . .. . . . . . . . . � . . . .. � . . . . � � � . . . . . . � . . . . . . � . . . � . . � . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . I �� . . . �. . . . . . . . . .. � .. � . . . .. - � . � . . � . . . . . . . � . . . . . . . . . . . . . . .. . . . . .. � � I . . .. .. . . � . . . � � . . . .. . .. . . z . . . . � . .. . . . ... . . . . . . . . . . . .. . . � . . � . . . . � . . . � . � . � .. . . . . . . . . . .� . � .. . . . . . . . . . . . . . . .. � . . . � . . . . . . � � . .� . . .. � � � .. .. . . . . Q ... . . . . . . . . . . .. � '.. �� ... . .. ; . . . : . . . . . . � - � � .. � . . � � . . . . � � . . . . . . . . � . _. � . . . . . . . . . . � � . � � � ... . � . . . . ' I .. � � . � . . .. � � . H CONNECTION. .�� z I c� : � T- ¢ z C �_ _ BENT R9x9x1/4x0 8 W/ U � Q �a �� �� � � (4}-5/8 PJ x 5 EXP.ANCH s O SHEAR TAB. 1/4x4x0 5 1/2 W/ ' �� � Q• 2 -3/4 QJ T.B.s . � } _ � EE FOUNDATION PLAN � � 3 2 S . �� _ �` � 5 SCALE. 3/4 — 1-0 �� SHEET S2 FOR v � � MICROPILE INFO: _ T � �r C S3 r N F TYP. c� _ , �� c� �_ ,�_ � (� oI - o rn � � � m • Z ' N W RIPPED 2x � a`Y'o � 2x6 EXTERIOR WALL STL. BMs PEFi PLA / .� ( _ v NAILER DRIVE PINNED TO TOP : o r r°, � „ R � � Ix � 1 1/2 LTWT. C�NC. FLANGE @ 1g�� o � X o . m . . . � . .. . . . � . . . . . . . . . . . II . .� � .� . . . � . . � � � . 11. . .. � . . �. . . � . � . . . � . . - � . . . � . . . � . . . . . T I ... . . I . . . T . � . � � . . . � . . � .. . . . � .. � .. W � . 3/4 T&G PLYWD. ,�� 4 �� � 8390-4 1/2 � 1a � � r� T PLYWD. ?' � I 0 �J —" — — — — — — — '_ — PER PLAN ( I 1 Z - - TO PLYWD. � � � F TYP.� - �� � � � 1/4 = = o �TYP.� � (� O QF TYP. �-�' � � r � ' ' � � Z Q CON N ECTION - _ . �T �� - _ �� � W SHEAR TA6. 1/2 x 4 x 0-5 1/2 W/ - TRTD.2x12 W/(2)-16d DRIVE-PINS @ 16 � �,(� TRTD. 2x12 W/(2} 16d DRIVE PWS @ 16 ' 2 -3 4"QJ T.B.'s ` 11 7/8°1-JOISTS PER PLAN � } / , _ _ 4 SCALE.3/4 — 1 0 SEE FOUNDATION PLAN S3 SHEET S2 FOR GRADE BEAM INFO. S TL. BM. PER PLAN SEE FOUNDATION PLAN PER PLAN , ET 2 FOR SLAB& TO STL.' SHE S � �� , EAM INFO. 1/4 FITTED STIFFENER h's GRADE B � NE EA. IDE F WEB S 0 � co ) �.C� : 0 CQ _ � „ INDI ATES EXSTG. � : C SOLID STL. SHIM 3/4 MIN. � �, �� � ' � 1 ' � ' �� 1 1 WIDTH x 0-10 AS CONC. FOUNDATION. � 3 16 14 � THICKNESS x BM. � ; / � �/�'� _ W _ �� � � REF. SHEET S2 R EQ D W/�4) 3/4 QS T.B.s � V J r �� " 1 0 II II �, � : � ; � n a . _ ___. __.. ._.... �:.... __._ ....... _...... �..... _�. ....... �..... _ . V O � � � � : � ; W " TD. PIPE L. I.D. = 2.fl67" �_......_..._ _ _..... �.... _ .......� ...._........ _ _.._. ._.... 0 20S CO ( ) : 7 Z — — — �� C � � - D TIFFENER s W 4 1 4 FITTE S / / R 0 0 O , I I � � G &CAP R: 3/4xBM.WIDTH.x0-10 W/ � �� � � — — — � 4 -34�T.B.s �- � ) m / I i � 0 0 � � 1� � — — — � � � . E . : O O EQ. (� I I W 1 - - - � � � — � HEX NUT&MICROPILE BY � oTHE�s 1 I – — — — � � � � I : - — — Q � 0 � ,, , �� 0M , ALE. 3 4 = 1-0 SC / 3 W VIF CRAWLSPACE _ I — — -- S3 � FRAMING& � _ � � NTA T EN : � CO C G L� _ : � — — — � M `` J � � � - _ - o REMAINDER OF INFO. N4T I � � , —STL. BM. PER PLAN HOWN FOR CLAFi1TY PER PIAN S � � - - - C� � -- ` , � � � , TO STL. �� - - — 1/4 FIT(ED STIFFENER s � � SEE FOUNDATION PIAN R � R LAB ONE EA. SIDE OF WEB I I SHEET S2 FO S & � ) �� �� 1� 1� _ _ _ _ GRADE BEAM INFO. , � �" � � ` �� TL. H I M 3 4 MI N.— �.. __.:_...___:_ �..... �... _ ...� — — — SOLID S S / � ° : � THICKNESS x BM.WIDTH x 0-10 AS _.._ ...Y � _..... ._.... ..r .._.. � { � _ �� � — — — — i�� ,�� REQD W 4 3/4�6 T.B,s �� 1 /� ) � 3/16 i a a � �o � — — — � � �. I I T I I . 10 � � C� „ • 0201-10 m �� W _ — — — PROJECT . 2 QJ STD. PIPE COL. I.D. 2.067 �. � _._ � ....� � � _..... ..._ ....... ._.... ..._ � � ) _.... ._.... _.._. ��' � W 4 -1 4 FIITED STIFFENER s /� } / R � � _.... _.:..: � �_.. s. � _.._ _. _ ..� �...__ _.:. • TFA a o DRAWN BY . � . �_ , &CAP . 3/4xBM:WIDTH.xO 10 W/ R. �� , : . P� _ REVIEWED BY , J 4 3/40T.B.s � ) 0 0 D'A T E . .22.10 PERMIT 03 I IONS : p EQ. EQ. „ REV S w _ D 05A7.10 HEX NUT&MICROPILE BY C 0 THERS - �� � CALE: 3 4 = 1-0 2 S / S3 �� � P LAN . - _ MING � o PART IAL MAI N LEVEL FLOOR FRA S�a�E. ,�4 _- N W 2x NAILER �� STL:BM. PER PLA / R . N 1 1/2 LTWT. CONC. PIAN NOTES. IDTH DFiIVE RIPPED T�BM.W & �� �� EXP. 1 PAN RATING 24 O.C: 1. NEW FL R SHEATHING IS 3 4 T&G APA RATED STURDIFLOOR, , S ; 1 ,� 00 / T P FIANGE 6 PINNED TO O @ �� �� _ MAIN . ED THERW� E ARTIAL ERIE 16 UNLESS NOT 0 5 P �� 2. NEW FLOOFi JOISTS ARE 11 7/8 BCI 60fl0 S S@ 3/4 T&G PLYWD. • W ARE INDICATED: VE N T CONTINUOUS BELO NTIN US BELOW ARE INDICATED. NEW POSTS FROM ABO O ❑ 3. NEW POSTS CO UO � , _ - - - - FRAMING � - # FL R #### # o 0 PER PLAN 4. TOP OF NEW STEEL BEAM ELEVATIONS ARE INDICATED. ( ) EQ LE SHEET S1 . INDICATES CONNECTION TYPE. REFERENCE SCH U TO PLYWD. 5 Q PER P(AN 6. # INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S2 PLAN TO STL ❑ � DI ATED — —: N TRUCTION IN C EXI TING CO S o S 0 N INDICATED 7. NEW CONSTRUCTIO , � ) � ( } F TYP. . . F TYP. 0 � T ALE DRAWIN S. 8. DO N� SC G �� _ T PER PLAN 11 7/8 I JOIS S _c. . �i � SCALE. 3 4 = 1-0 , 1 / ,�'. 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V O O . . ` �, � _ Q _ Z � d� � � : 2 � � � Q l.L � , PPER ROOF REF. UPPER ROOF REF U C FRAMING PLAN FRAMING PLAN SHEET S5 FOR S HEET S5 FOR 0 STRUCT. INFO.THIS STRUC T. INFO.THIS .- LEVEL LEVEL -�-� � C , — — — — — - - —— — — — — - —, �� 1 , + U, . — — — — — — — — — — � — — — I � � � —- _ _ - Z � � � - - - - � — � � � _ � � � , � � � � � � � I � I ; I I- - _ � � - - - - - - - -- - -- = — - - - - . _____�. _._.. _._. ..�...: __.___ ,� � - - - - � L - - - - �� - - --= - - - --�''- - - = � __... _...... _____ �.... _____ w � � I w < I I � � — — — — I � z : I I I : I _ I ; I _ I I _ I � I : I � ; — — — I I —1 _ I p � I z I ; � � � I W � I I — — ' — — — — PI AL NEW EXfER14R I TY C ; � � VIF EXSTG. HEADER& � � INDI ATE 1 1 4 x . I I _ C S / OPEN TO BELOW HEADERS ARE 3 2x10 W/ � � } W _ I TRIMMER SIZES @ WIND� _ _ 11 7/8 VERSA RIM � � R 1 2x K. . D� � (1} 2x6 TRIMME &O 6 S . I � J I m REPLACEMENTS,TYP. � + � — — . IDE INDI ATED THUS D� — � I I EA S , C �o �o P �o -4. I � ;1�' � �` I � I 5 0 J � ti ti ti � , �c � 1 � i a i _ �, _ _ _ � (2) 1 3/4 x 11 7/8 LVL — — � —j — — I I — — — — — - - — — - - — — - - I - - — — - - — — - - — — -- - — — — � �I . . . . . . . . . . .. � � . . . . . � .. . � . � . .. . . . . . . . . .. � . � . J� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .�� � � � ��� . . � � � . � � . . . � . . . . . . . . . . . . � . � : . . � . . � . . . � . ( . - . . � . . . . . � .. . . . . . � . - � . . � . � .. ... .. . . . . . . � . . . . . .. .� � . � � . . . . . . X . � . . . .. . � . . . . . . � . . . . . . I . � . . . . . � . � . . . . . . � � . . . .. . . . . . . . . _ � . � . . . . X. :� . . . . . .. . . . . . . . . . . . . . . _I I I I I > �. � - - - - - ' _ _ — _ _ � �- — - - — — - - — — — - - — — - - — � 6' FTYP. � - �— - - — ' — � _ � c� .. . ... .. . � � �. . . . ... . . . . . . � . . � . . . . . . . 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S4 � ATE 114x � � INDIC S / { � � � � � � - - - - - � .� - � � o � � ( 11 7 VERSA-RIM � � _ � � _ � �_ /s � � � � W 10x17 8400 2 1/4 i I L ( ) � I � � ' ✓ _ — -- —I I � � — — — ` � — — _ CONT. _ � � � � � 1 I � I , � �" INDI ATE EXSTG. — — - � _ _ _ F � � — — — ( � � I -1 I —I I I I �..�._ � I � BEA S P. I— — I !�� �� � — ___._ _____... ( � I � � � � NEW 2�t12 LBDGEI�W/ W — _ — � > � __......_ _.__..... __..:_.. _._��,..._.:..-W_.... � � � f_..._ � ,� i � _ NAIL 1 -1 4 x -, ` � � � ' ( 12d &( / � � ) � EW 2x12 LEDGE RW � / I I J I I , JL � - - - - _ I � I 4 TIM ER L K 0 EQ iv. r Z � , �� � � � � ( � � � � � � � cv � r 3 -12d NAILS& 1 -1/4 f?�x � � ) � � � o I � � � , WTO EXSTG:SOLID -' QTYP. � � - - - - o F TY P, �� I I I I O ER-L K R E UIV. ' � �� 4 TIMB 0 , 0 Q � � � L � o � � � � F 00 RIM D. 16 I � _ � I I T FL R I � � � � � m INTO PACKED OU 0� � � _ - - I � _ n ( ` I � " PACK OUT OUTSIDE OF ( � � �� , � � � .-. � ; BM. 16 � V � � � rn @ � � I I W LI D � TEEL BM.WEB SO � S / � � M W — — - � � � I � r � � ( �,�.._ — - - — — - - - - — — - - — — — o ND NNECT � — — — — _ — _ — _ — _ I - _ — _ I WOOD MAT L A C(� N � � � � � — � � ii — � 'I �� � _ � � � - - ���� — ��� — T �� � _� Q � � - - - - - - - - -- — — � - - - - �— - W/1WOROWS1/2tZlT.B.s@ o ( O � � M � ; I I � ' � ' _ I 32°STAGGERED (ONE BOLT � I � � ; � � W � � � � � � � � � � �� � EVERY 16 c� _ � VIF EXSTG� HEADER& � ) � � r , � � � � � � QB TYP. � x � � ( w ' TRIMMER SIZES @ WINDOW o � � � I I ,- z I REPLACEMENTS � � M ; � — -- — — -- -- -- — --- -- �' J . — —— , �' — -- — , _ I I , . Q -- ,, � — - -- - — - - - - - - � - - - - - - - � - - - - - - - - i --� — - - - -� � � � �� � � � � � � � � � � s �- , � I� o � � � , � � i � � , , , , , , - , � � � s �- a� 3 (� ` ,- s I � � _ ► ._:_1_�. ___�_::. __.____ .L� __�)_:... _I ______ �-.— , , :� �. _ � __:... __�.___. 1_,_._ � x � ► , , , � , , , , . . . - � �� �� � � � � � 2 -1 3/4 x 11 7/8 LVL (2}-1 3/4 x 11 718 LVL � � � ) �o _ � � : � �- �- ,c' ;�' I , FLUSH INSIDE RIM (FLUSH INSIDE RIM} ,� I�_ — _ —�I ( } 1 1/2 LTWT. CONC. . . �, . .. `-�t- � — —� �- - - -� —�— — 6' � INDICATES NEW I 1- � I , INDI ATES EXSTG. INDICATES EXSTG. TL: BM: PER PLAN W 2x NAILER I C s / R I CONT. 2�c10 � LJ LJ � E RAFrERS PED T BM.WIQTH & ROOF OUTLIN RIP 0 � — J � — � _ SU B-FASCIA �, TYP. @ RAFTER&L(30KOUT BFiG.,T`(P. _ � DRIVE PINNED T�TOP 16 @ — — — — — INDICATES N EW 2x10 K TS 24 LOO OU @ , :: TYP. PER PIAN � a _ • -1 2 1 0 E T . 0 0 TO STL. PROJ C ,. 0 0 F TYP. • . 0 � Y : TFA DRAWN B . : . DBY : JPL _ REV IEWE DATE; .22.10 PERMIT 03 EVI IONS : „ „ �� � R S - x 4 LAGS ONE EA. 2 1 2 Qf / � N � � I N P LA � F RAM G 4 – , _a L W � O� SCALE. 1 u PPE � F�oo � o a , � CD 05.07.10 SIDE C�F WEB) - BUILT-UP WD. POST PER PLAN , PLAN NOTES: N �� PAN RATING 40 20 , 1. NEW ROOF SHEATING IS 5/8 APA RATED SHEATHING, EXP. 1, S / „ ,, 2. NEW FLOOFi BEAMS ARE FLUSH FRAMED UNLESS NOTED DROPPED �� „ � �� _ R HEATHIN I 4 T&G APA RATED STURDIFLQOR EXP. 1, SPAN RATING 24 O.C. 2 SCALE 3/4 1-0 3. NEW FL00 S G S 3/ , _ „ _ , 4. NEW FLO(�R JOISTS ARE 11 7/8 BCI 6000 SERIES @ 16 UNLESS N(3TED�THERWISE S4 _ W TEEL BEAM ELEVATIONS ARE INDICATED: ####'-## 5. TOP OF NE S � ) . �. BEL W ARE INDICATED: �� WN F R CLARITY 6. EXSTG. POSTS CONTINU�US BELOW ARE INDICATED. � EXSTG. POSTS FROM AB�VE NOT CONTINUOUS O u WOOD FRAMING NOT SH� 0 � BEL W ARE INDICATED: 4 �� ' 7. NEW POSTS CONTINUOUS BELOW ARE INDICATED.� NEW POSTS FROM ABOVE NOT CONTINUOUS 0 ❑ � � . . . . . . . . . . 1_n � n �: . .. . . . . . . - . . . . � .. . � .. . � � . . . . . . . . . . . . . . .. . . . 14 24 8: O INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 INDI ATED — —. , EXI TIN ONSTRUCTION C 9. NEW CONSTRUCTION INDICATED , S G C ( } � ) RF L R PPE 00 _ U / - �a . INTERI R T D BEARING WALLS ARE INDICATED�� � 10. NEW O S U N 2 RETUR S � DE KW T DS: LY AND D N T INCLU G S U N F R B IL.T P POSTS ARE TRIMMERS ON O 0 � TED N PLA U U � N MBER F T DS INDICA O 0 1 11. U O S U 3 6 F � WR O _ L O �� LE HEET S 2 0 . EFERENCE SCHEDU S # I ATE BAS E P(ATE TYPE R 12. IND C S - ❑ . .. .. . . . . . . . .. . _ -ry �.. . . . . . . . . � . .. . . .. . . . . . . . . . . . . . .. . . . . . . . . � . .. . . . . .. . . .. . . .. . . N ALE DRAWINGS: 13. 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J . . . . . � . . .:. � -.. . � �. . . . � � � IF EXST . HEAD R& I - I I I , � � o � --r � � z � � _ _ _ _ _ _ _ _ _ - _ _ Q � I — — — — — — — — — — — — — -F -I- --F I I �RIMMER SIZES�WINDO � c� _ - -�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , , , `' : � r _ � o - � ; � -1 I � � EPLACE��/'ENTS; P. � N t- � — — — � f�� � NEW ROOF BEL�W � . . .. . . I � . . . . . � � . . . . . .� . . . � . . . �� �I . � . . � . . . �N . . . . . . . . . . . . J ' � � I � � I / \ - - - - — - - - - - - - - - -' — - - - - I x SEESHEETS4 -� � — - — — - — — — — — — — — — - — — — — — — — — — — — — — I — — �— — — — — — — — — — — — — — — — — — — — � i � � �— - - - — - - - - - - - - - - -� - - - - � ' W � -�- � - �- - f-- - -�- - �- �-- , I _ _ _ -�- �- � � � � �-- � � � ,� _ � � 1� � - - - � �. � � T : I � � i - i � _ � C� I N � �. �. �. __��__. .1� .�. .� _1___ T----�- — I-- --�:--- � � __�__..: -1_�__._ �__1__ � �..: 1_�_.. ..� � �.. .�1 ______ _____... �. � �_____ _. � � r � o , � — — — -- — — � N � I I I � � A TYP. @ RAFI'ER&LOOKOUT BRG.,TYP. � — — — — — — — — —- — — — — 0 � � - — — — — — — — - - — — — — —j z INDICATES EXSTG. INDICATES EXSTG: I I . Q � � — — — — — —� — � ROOF OUTLINE FiAFTERS — — I � �' � � � C _ . I � , � — ( �..._.. �. .� � ____.:�. __-___. __-___. --- ------. __-___. --- ___.- --- ______ -_____ -- ----- ______. I � ( DROPPED STL. RIDGE BM. PER PIAN I — — — — " — — , ( � — — � A RE D F R FINI H WRAP PACK OUT S Q 0 S ) � . n h � 1 X 3 / r � � � I O Cl- i � � i 3 � ., , I � � S 4 2 k � 1 1 LL r � - — — � L / / I- - - - - — 2 EX T . R F BEL W TYPI AL NEW EXTERI R SG 00 0 2 —I C 0 _ , �I � � � , 5 � � - - - - - —� � . � _ I E HEET 4 I SE S S 3 8 HEADERS ARE 3 2x10 W / / � � 1- � � ( } � �� � ( � � � _ _ � 1 2x6 TRIMMER & 1 2x6 K.S. � �_ � J ( ( ) LJ ) , I $R . 1 2x5x1-0 _ �I I� II I � G / 1 _ R � — — J EA. SIDE INDICATED THUS �; -i"� ° �`l� � — — II � � ...._.._ ____. ._..._ W___._ _____I ..�._.... ___.. _._... ______ S5 � N I ATE NEW 2x10 INDICATES NEW ` , , I DC S : , , � 1-1 � _ _ T . : 020 0 ,�� CAP 1/2x5x1 0 W/ 2 1/2�T.B.s �� PROJEC R ( } : x1 1a LOOKOUTS`@ 24; CONT 2 0 " B-FA IA . , SU SC nP. D RAW N BY . TFA �� „ � : -o : EVIEWED BY : JPL : L PER PLAN - R < I TS CO DATE . 1 ; PERMIT 03.22. 0 . �, _ , , ALE. 4 - 1-0 2 SC 3/ REVI _ I NS : ; S5 S O . . . . � . .. . . . � � . � . . . . � . � � � . � . . .. . : . . . . � . � . . � . � . . . .. . �� � � . . . . . . . . � . G, �' . .. .. . . . � . � .. . . . . .. . . . . . . � . . . . . � � . � . . . � . � � � . . . � . . . . . . . . . . . . . . . . . �� � - � . . . . . . . .. � . � . 7.10 C 05 0 L K T — 4 10d NAILS INTO EA. 00 OU � ) �� 5/8 ROOF SHEATHING PER PLAN E . EQ. Q . �� � I�N - _ �JPPER ROOF FRAMING P S�ALE. 1/4 , o : � PLAN NOTES: �� �� N TED FLUSH , 1; NEW ROOF BEAMS ARE DROPPED UNLESS O A TYP. , � • IN BELOW ARE INDICATED. 2, NEW POSTS CONTINUOUS BELOW ARE INDICATED. � NEW POSTS FROM ABOVE NOT CONT UOUS ❑ .�. . r� � DI ATED. 3. EXSTG. POSTS CONTINUOUS BELOWARE INDICATED. � EXSTG. POSTS FROMABOVE NOT CONTINUOUS BELOW ARE IN C �., �e T D , LID BLKG. BTWN. 4. NEW CONSTRUCTION INDICATED . EXISTING CONSTRUCTION INDICA E so c � c � L K T F REN E CHEDULE SHEET S1 00 OU S 5. INDICATES CONNECTION TYPE. RE E C S , � _ �� A IN 4 2 I EXP. 1 PAN R T 0 0 6. ROOF SHEATING IS 5 8 APA RATED SHEATH NG S G / / . , PPER R F L DE KW T D . u 00 INDICATES 2x10 7. N MBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DU NOT WC U G S U S U R T RAL B- . ST UC U SU N WALL ARE INDICATED. _ 8: NEW INTERIOR STUD BEARI G S ����� FRAMING P LA N , ,, FASCIA TYP. , 9. NEW RAFTERS ARE 2x12 24 UNLESS NOTED OTHERWISE �.; @ r: # HEET 2 �� 10. ❑ INDICATES BASE PIATE TYPE REFERENCE SCHEDULE S S 2x10 LOOKOUTS @ 24 O.C. 11. D4 NOT SCALE DRAWINGS . 2x6 EXTERIOR WALL ' ,., RAFTER PER PLAN S , �``:w , ��_ �_ 1 SCALE. 3/4 1 0 �., KK�' S5 - . : . . .4 . .. . . . , . . . . .. . .. . . .. . .. :.i . . . . . .. . . . . . . . . .. . . . . .. . . . . . . . .. . . . . , . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . � ... 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( 4 ' inch 5 ft , Ri�cE s c a 1 . , PROJECT BENCHM RK X N I W ' _ , � � E ISTI G BU LD G - - - C t JNV. 8385.20 / � � � , x ` � � . . ,$ < 1 CT B �O UNABLE TO LOCATE � 1 v � . TRA c �y � � . e , _, . � sv � s> � END OF PIPE , � � - !� s . NA A M NT � S DRAI GE E SE E . . . . . . . . . . . . ... . . . .. . .� .� _,.. 4 �. .. . . � � �� . . . - � .. . � . . . . . . . . . . � . . � . . . . . � . . . . . � � . .. ' . .. Y, . . . . . . . . . . . � . . . . a . . .. . . � . . . . . . . . . . . . . a. . . . � . . � .�.� ' �. � � . . . . . � . . . .iE . . . . . ... . . . :. . - . . . . � N 1 1 ( R PTION o. 2 932 � ( ECE ) r �=�, 1 � _ � �� , � __- � � / _----------- � ' , s, _ � . ' _ , � � � _ t .z � •� �, � �, ,„ � ' � , � . , ; �, . � � , <, ,� � � �,, � , � � ° ' � � ,r c =. � N T S . � ` GENERAL 0 E ELECTRIC � � , � o A : , � �. . . . . . . . . . . . . . . . . . :y . . . � . . . . ry ��.. . . ��.:.. .. . � . . . . . . . . . . . . .. . . .. . . ..t . . � � . ,.., . . . . . . . . "` . . . .�, . i �� . . . . . . • . . . � . .. �. . � i ..,. . . . . . . . . . / . . . � � . . . .. . . . . . . . . .. . . -.�i . . � I . . . . . . ��.� i . ��.,...r . . . .. . . . . . \ � . . . . E UIPMENT (� _ : Q . , � x , ,'� � � ., , , Y , _. ti . ,� . HIGH HA ARD , � , , . • Z 0 C 1 �C < RV Y. AUGUST 31 20 0. � � _ 1; DATE OF SU E � � 1 i � � � _ i ' �n� � , : > T � s � i . , � RI F W AR A � DEB S LO E � � � _: . , � ; t i ' > , 1 r � , '� ._ �' �r , c ., � ; V , _ � � _ � k � � � � V 37 ,51 SHOWN ON DRAWWG ` i - INV T LE . 8 8 � A Y WER MANHOLE 0700 ER E CHMARK, SANIT R SE ) ` 2. PROJECT BEN � # � __�.._._ �.�---._� I ���. �. ` Y � , ,? , _ � f L W � . , . . . . . c ..�: . . . . . . . .� .� . . . . . ��. . ��. � . . . . ..<. '�. . . . ... . . . . . . . . . . . . . . . . � . ., . ' �� . . . . . . . . . . .. , . . . .. . . . . . . . . . . . . . . . . . .. . �'. � � . : . . ..... .. , . . . . . . . . . . _ ' . . . � . . . I v . . .� \. . . . . . : 1 ,. i � � _ 1 �, n . ♦ A NTH I . � � � 3. BUILDING TIES ARE INDICATED IN P RE ES S ., `� � � -.: • �r , � � 1 � ,-,. . I � � � .. � ,► , , � , � � �. < . ► � � , �, . _ .. � . , , , , � { x. � . � � . � : � . . '1 "� M , � H W THE BULDING ADDITION TO ` C - .,_. R FI AT IS T0 S 0 � V M NT LOCATION CE TI C E .. . I �' r THIS IMPRO E E TH 0 E PURPOSE OF PIPE � � � . 4. E S L � � � � J < �� . �, . „ �,, � i, ' � o . . , , u,�. �i� �' .: . , ,,, „ r , ., .,. , , . .R�� M ,�,,, . ,. � � ,R, n, � �. �- � . . . . . .E. .. �. .... � .: �w . . ... ..,... . ,.RM. ..£t. � iY.k . k ..._ ..... .t .e `. . . � .. . � . . . , �,. .. .. �� ...:.. . . . ..E . . . i .... . Yv. .. .. 1.. i, .�* . ?,.. .. � . . .., . . .,.. . . . . . . . . . .1k .W� .F. .Wa .. �., :.: �.: .. Y.... ..4�.. 'n,.,. . . .'R3. ,t . 1. ,'�. � , � ,.... . . T H WN H REON. z5 �� , � �. , � .. � �, , , „ � H R IMPROVEMENTS MAY EXIST THAT ARE NO S 0 E �� . �,. _, T F THE EXISTWG BUILDING: OT E , �. �_ � .. �w . � A �,, .,�.. ,,, s . .._,�,. .„. ., � � ,: �c� �� f �' . 1 � � � �,� �� � �r,�� ,.: � THE NOR H 0 (TOP) ��� �� �� ,. � � °f�z � , �' . c� . � � . �, : 1 PATIO ,- ,. , . � ,. . c� � � w • � � � 2.2 d� , , .. _ v � _ Y ,_. � . IN RA AS CONTAWED z F N HALF OF ALL OIL GAS AND OTHER M E LS � 5. LOT 12 IS SUBJECT TO RESERVATION 0 0 E , � �' . � � � ( � Q . � � I �. . . . . . . . . T � AT PAGE 227. W BOOK 165 � MAY 3 i960 � • .� R D 0 � _. W DEED RECO DE � _ \ ., � � � � � � � � ii . ._ .� , , � � � _. '� � � r' . , ..- � t � ✓ ,; / I � . � _ ., ..� . E- � \ f � ' (� � � 1 � Y T i � CT PROPERT 0 co O RM A TIT E SEARCH OF THE SUBJE eo 6. PEAK LAND SURVEYING INC. DID NOT PERFO L � ,�- ♦ , 2 . , _ • c ` l' t � , < � < o \ � � . ! �.M1 - - , ca � . ., , � I ♦ � T TI I D W TH S ..> F R OR . RECORD DOCUMEN S U L ZE H WN RSHIP EASEMENTS OR RIGHTS OF WAY 0 EC D �- _ � . • O ESTABLIS 0 E , 1 ..,.� C ' !? f f N N � C' �-- � . . . . . . . . . . , . .. .. . . . � . . . .. . . ( � <. _ . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . . , . . . . � . . . 1 . . . � . .. : . . .. . N . V 019211 DATED �`�, . _ , 1 T RAPHIC MAP WERE PROVIDED BY LAND TITLE GUARANTEE C�MPANY, ORDER o 50 OPOG ..�- > ,r `� _ / � v � ,; ..�^ � x I � 1 . ..�^ \ � y 7 AT 5.00 P,M,. APRIL 30 200 i � , h � � ..,� w ;� � � ,/ , ,t. r- � (I� , ...- , � ♦ i ,� � �C c� , � . .� ...- f ,� , i i f 2.2 4 . , .�^ , � O ♦ 0 � \ E ! , 1 . C - � � .�-� f T M DERATE HAZARD < :,, W AR A AND HE 0 A AR D BRIS F�0 E F OT 12 FALL WITHW THE HIGH H Z D E i' : � . _ 7. PORTIONS 0 L �� , ..- � � � � ; � o ,,,.. F.F. 8388J4 -; � /... . \ .. � AR MAP OF THE TOWN OF VAIL COLORADO A5 1 ..- C } � , _, DEBRIS FLOW AREA PER THE OFFICIAL DEBR15 FLOW HAZ D , 1 '� ` ,., 1 , � � p ,�. / i __ -� .,., 9 . _ . � � � ., , � � . , ,.,. ,. l Ri s aF 2ooa � �, r TION Na 13 SE E T R 17 2000 1N ACCQRDANCE WITH RES�LU , i �. ADOPTED BY COUNCIL ON OC OBE , � E � ♦ I ) a , � , .�� . �. � . � . , � � ► o , . r FOUND No. 5 REBAR 2 .� . , , T N F SAID AREAS ARE SHOWN PER THE TOWN OF VAIL GIS DEPARTMENT DOCUMENTS, 4 / THE LOCA 10 0 1 �- C < ;�� \ , ' ` ,, 1��. , � , � T 2 ! . � u t!� NT DISTURBED .� LO � i , � __.�. � . BE / ) _ : < � _.. • ,_,, � / . � w � . v C � _ _ � �, � , n , � i , < 1 . C ,� � � , � , , ♦ _ �. _., VAI IS DEPARTMENT. THE .�s ♦ NOT LIE WITHIN THE FEMA FLOOD HAZARD PER THE TOWN OF L G 0.437 ACRES 8. LOT 12 DOES NSd 21 47 W 1,02 � ♦ �,, � '�, L. ��,� i ,r- . � �. . -1 J � r � , _ _. -__ -; � A AR SHOWN IN THEIR APPROXIMATE LOCATION DUE T0 INSUFFICIENT DIMENSIONS. �- . , . J �, I LOCATION OF SAID ARE S E FROM LOT CORNER � ADDRESS. 3035 BOOTH , � N4 . �,�� � N C s.a 2.0 . ,z o . C 1 Y -___. , � - I � , o . C� ,� . ^ .:.�, ► o �. a � F 7 , � �:: _ <. FA R AD F. . s3ae. s LLS 0 ♦ � , � . � � __ , �. . ` . � _ � OT 12 DOES NOT LIE WITHIN THE 1OO YEAR FLOOD PLAIN PER FEMA FLOOD BOUNDARY AND FLOOD WAY � ♦ (_.:_ _.. „ : � 9, L ,.- :_ --., _ .._., . � , � :,- ._�� � ., .. , , �, . „ ,� .-- ,,�. o , . � X AR A OF �.2% �. , . , _ 7 0489D. THE PARCELS LIE WITHW ZONE . E S MAP COMMUNITY PANEL 489 MAP 0803 C ( ; ., # # ,.- I FLAGSTONE N � • C . , l , � . . . . . I . . . . . . . � ...... . . . . .- Y . . . . . . . . . . . . . . . � . . .... . .. . . � ...;.: . . . . . . . . .. .. . . � \� . . ,= . .. . � ... . . . . . . . .. ..� � . . . AR A F 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 ..- .-I.._, ��,- ANNUAL CHANCE FLOOD, E S 0 0 .,,,. ♦ . : _ � __ - WALK _. _, • � _ � - 411.90 --, . . • .-� RIDGE HEIGHT 8 ,_ FOOT OF WITH DRAINAGE AREAS LESS THAT 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 1% ( .,.-- l - - - - --a � .� _ '�_ � '� � - � - r � , . �. ' � _ _ __- ---- ` ANNUAL CHANCE FLOOD.) ♦ I F.F. s3ae.�t �o t�`� , f . _ \.,-._ 1 � : ,. '; ..,., � ,. , � � ? , 1 i.. .. . . :, �, ;. .. . ._.� _ > � , J . . . . . . . . . �� w . . . . . . . .....,:� �. :� � . P AIN WAS APPROXIMATED FR�M THE TOWN OF VAIL FLOOD 10, THE LOCATION OF THE 100 YEAR FLOOD L , ;'., 1.3 t� ' , � } . . « 1 7V OOA PROFILE No. 69P DATED DECEMBER 16 2005. PER THE TOWN OF VAIL � , WSURANCE STUDY 0803 0 , , � � •� 6J d; �m . ;, 1 e�- � 4.2 �i _, o � ATA PROVIDED. VERIFY f ► AND FEMA INSTRUCTIONS TNIS STUDY IS TO BE USED AS IT IS THE MOST RECENT D . I ,, ( :�,, HIGH MODERATE ,� � i � Q , r � o � � � INAT R A THIS � .�, `�„�r r p � • - . - .: i THE CURRENT ADOPTED FLOODPLAIN MAP WITH THE TOWN OF VAIL FLOODPLAW COORD 0 S O HAZARD DEBRIS FLOW ♦ r ~~W��-�,.: , . - (- I � .-. � N � � , N T Y T APPROVED AT TH15 TIME. CD '� m . _ FLOODPLAIN STUDY IS 0 E AREA BOUNDARY � �". ( u� � � � ,; � � I � . � � ��/' ,. , � r ` � � � . � � _ �. C N T 5 _ SEE O E 1 � ) _ ( . � � � ♦ D A Y . A I N AS D UPON N ( RA LAW YOU MUST COMMENCE ANY �EG L ACT 0 8 E d- � ( 11. NOTICE. A�CORDWG TO COLO DO � � �,, � ,- _ , f .. 1 ' , z o� � .� , � , ... . , I ` DEFECT IN TH15 SURVEY WITHW THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, �� . GR.AVEL : C I c> . � I C� � . � - � � . . � M RE THAN TEN YEARS \ , � A TI N A ED UPON 'ANY DEFECT lN THIS SURVEY BE COMMENCED 0 . I MAY ANY C 0 B S W � WALK . / � : i � ♦ .� � . . . . . . . . . � . . . . . . . . � . . . . . � ♦ . . � . . . � . � . � , .. ..� .: N . . � � �. . . . R N ., �-. 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STUDIO � � 1 1 � V NT URV Y PLAT AND THAT IT IS I 1 THAT IT IS NOT A �AND SURVEY PLAT ,OR IMPRO EME S E , . � P UILDWG OR OTHER FUTURE P N F R TH ESTABLISHMENT 0 FENCE B NOT TO BE RELIED U 0 0 E , _ � FOUND No. 5 REBAR i , , , IMPROVEMENT LINES. � � � � , � � � • • f » � 1 ` 1 f I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON _„ � N89 2413 W 18 0.84 R W T IN TH 1 THIS DATE, 09 09 10, EXCEPT UTI�ITY CONNECTIONS, ARE ENTI ELY I H E � � ( � T°" � .. A H R AR NO ENCROACHMENTS t 1 BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, TH T T E E E I � Z F.-- � A Y A JOINING PREMISES LQT � J .: � ` ♦ UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON N D , I ' • >. 1 ` EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY � � � � � o � � Ai PAR EXCEPT AS NOTED. R R NIN ANY PART OF S D CEL � EASEMENT CR05SWG 0 BU DE G , - � . - � FOUND No, 5 REBAR ' , �' � a NT ISTURBED � � BE D m � � l ) w , „ � • r � .. 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AT . -------------------------- . o E ---------- 9 � � ----------- � . ,� �' _ LOT 12 BLOCK 1 � e� �Q � CC� C� C� � � � , , � � ��gy �� � ti �S'i ma �, � BRENT BIGGS � � �, �J �� � � :� `� a Nr11 1.�,,.. �f , o �,..�b �' D VAIL VILLA.GE THIRTEENTH F�LING , �,-�u��r.,.,y,. COLORADO P.LS. Na 27598 o ,a.,....� / ,�' ' �' I e cn ,, � , _ � A AN NS TANTS INC. , N HA F OF PE K L D CO UL � » FOR & 0 BE L � � � � . , �,�.� �. , , ���� , � � � � � ��,.,.� �, TOWN OF VAIL . � : � � �, � , , : � ,;,� & � EAGLE COUNTY COLORADO � �� � � F� � o . � � PEAK LAND CONSULTANTS, INC. mT �I� � �� ,��I�,. � � � � �n ,.�°°""� . � � I DRAWN JVK II REVIEWED. BB i PEAK LAND SURVEYING� INC, � SH EET 1 of l ,�, - - - � - , , . 970 476 8644 FAX 97� 4 6 86 6 ' � DATE. 09 09 10 PLC JOB . 1560 , � � # � 1000 LION S RIDGE IOOP VAIL, CO 81657 o, 0 cn .. / .. a : ; , ; __ t�. ,, . . r .,�.�., �. _ �: _.:_�=