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DIR-2011-21b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council Members Chairperson and Planning Comznissioners From: Aarti Shrivastava, Director of Community Developmen �^• Reviewed by: Gary Chao, City Planner Prepared by: Traci Caton, Planning Department Date: June 30, 2011 Subject: Director's Minor Modification, DIR-2011-21, to allow exterior modifications to the entry feature, and other associated improvements, at an existing 2,286 square foot, single family home located in a Planned Single Family Residential Cluster zone at 19975 Price Avenue. Chapter 19.132 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant is requesting to replace the existing flat roof of an entrance feature with a new gable roof and eliminate an existing 2nd story deck. Other improvements associated with the project include the following: ➢ New Hardie Plank Lap siding, ➢ New wood columns with stone veneer bases, ➢ New 2nd story window. The proposal is consistent and compatible with the neighborhood. Since the project is located in a Planned Single Family Residential Cluster zoning district, any changes to the exterior must be approved with a Director's Minor Modification per the Ordinance. ACTION The Director of Community Development deems the modification minor and approves the request subject to the attached plan set. This approval of the modification is effective June 30, 2011. The fourteen calendar day appeal period will expire on July 14, 2011. Attachment: Plan Set CC: Rafael Gomez, S.E.A. Construction, Inc,1941 O'Farrell Street, Ste 101, San Mateo, CA 94403 Torn Pochylski & Shirley Kato,19975 Price Avenue, Cupertino, CA 95014 G: \ P[anning � PDREPORT � DlRreports \ 2011 � DIR-2011-21.doc SHEET NOTES: GENERAL: 1. ALl WORK TO CONFORM TO 2010 CBC, 2010 CRC, 2010 CPC, 2010 CMC, 2010 CEC, CALIF. ENERGY CODE, CALIF. GREEN BLDG. STANDARDS CODE, CUPERTINO MUNICIPAL CODE. 2. THE OWNER SHALL EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM A STRUCTURAL INSPECTION FOR GENERAL CONFORMANCE TO THE PLANS AND SPECIFICATIONS AT THE COMPLETION OF THE STRUCTURAL SYSTEM. THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT OF COMPLIANCE PRIOR TO THE FRAMING INSPECTION. 3. PERMITS ARE REQUIRED FROM THE PUBLIC WORKS DEPARTMENT FOR WORK IN THE PUBLIC RIGHT OF WAY FOR, BUT NOT LIMITED TO, THE FOLLOWING ITEMS: UTILITY DISCONNECTION AND RECONNECTION; SEWER LATERAL DISCONNECTION AND RECONNECTION; DRIVEWAY APPROACHES AND APRONS; VALLEY GUTTERS; MAJOR LANDSCAPING (I.E. PLANT REMOVAL OR REPLACEMEN�; MAI LBOXES. ARCHITECTURAL: 1. FLOOR PLAN DIMENSIONS ARE FROM FINISH WALLS, TYPICAL, UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS ARE 2X4 STUDS AND ALL INTERIOR WALLS ARE 2X4, UNLESS OTHERWISE NOTED. 3. ALL WINDOW AND DOOR SIZES NOTED ON FLOOR PLAN ARE NOMINAL SIZES ONLY. SEE MFR'S. SPECIFICATIONS FOR EXACT CORRESPONDING ROUGH OPENINGS. 4. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS. UBC SECTION 2512. 5. PROVIDE TEMPERED SAFETY GLAZING AT THE FOLLOWING: • WINDOWS LOCATED WITHIN 24" ARC OF THE VERTICAL EDGE OF DOORS. • ALL FRENCH DOORS. • WINDOWS GREATER THAN 9 SQ. FT., WITHIN 18" OR LESS OF A FLOOR AND 30" WITHIN A WALKING SURFACE. • ALL GLASS SHOWER ENCLOSURES. 6. SHOWER WALLS TO HAVE WATERPROOF SURFACE A MINIMUM 70"(OR MORE PER PLANS) ABOVE THE FLOOR. 7. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPERABLE HEIGHT SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. ESCAPE WINDOWS SHALL HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 8. ATTIC VENTS: 228 SQ. FT OF ATTIC TIMES 1/150 (HIGH/LOW VENTS) = 1.52 SQ. FT ATTIC VENT = 219 SQ. INCHES OF REQUIRED VENTING. LOW VENTS = 16.5 SQ. IN. PER BAY = 7 AVAILABLE RAFTER BAYS VENTED WITH (3) 3" DIA. LOUVERED VENTS EACH BAY = 296.9 SQ. IN. OF VENTING. 9. STUCCO FINISH TO BE SAND FINISH - FLOAT TEXTURED 10. A MINIMUM 0.019-INCH (NO. 26 GAUGE) CORROSION-RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2" INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS WITH STUCCO. THE SCREED SHALL BE PLACED A MINIMUM OF 6 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 11. DOWNSPOUTS TO DAYLIGHT TO SPLASH BLOCKS AND WATER TO BE DIRECTED TOWARDS LANDSCAPING, U.O.N. pL�C�C�O�� � JUN �,,¢�p11 j7112-20� � -z.i �'���;,��� `� �����,�I►� !� =�,�'i �' :� 3 d 2e c I ���iM��'�.i'��. l.� tT� 0►�V. L���. � . _ . _ . _ . _ . � . _ . ' r------------------�► - I I I I I ' r i i � � � � � � 1 I ' � � � � ' i I I I I I 1 I L_________'� I � , I I I � I � . � � I f I � �--------- I °' . � � . - . _ . _ . - . _ . - .. REMOVE EXTERIOR DECK ABOVE ENTRY & REPLACE WITH NEW GABLE ROOF 30'-0" 79.9' 2.5' 27.5' -�-�-�- -�-�-�- �-�-�-�-�� -------------- -- I ' . e I ---- --- _a�? � � I I � OFFERED FOR DEDICATION � -----------a i I � � i I I DRIVEWAY I I I ---� I � -------J � I I � � � I � I � I -------------' I . . _ . - . _ . _ . _ . _ . _ .� 79.9' 2.5' PUBLIC SERVICE EASEMENT I � w Q I W , o U � � I � • I I I I .-.-.-.-.� 27.5' � SITE PLAN 1 Scak: 1/8"=1'-0" LOT DATA : APN : 369 05 040 LOT SQUARE FOOTAGE : 4,800 SQ. FT. (E) HOUSE: 2,286 SQ. FT. (E) FLOOR AREA RATIO: 47.6% PROPOSED LOT COVERAGE: NO CHANGE PROPOSED FLOOR AREA : NO CHANGE SCOPE OF WORK: EXTERIOR: REPLACE SIDING OF ENTIRE HOUSE, REPLACE WINDOWS (SAME SIZE 8� TYPE), REMOVE EXTERIOR DECK ABOVE ENTRY 8� REPLACE WITH NEW GABLE ROOF INTERIOR: NO WORK SHEET INDEX: ARCHITECTURAL A1.0 - COVER SHEET & SITE PLAN A2.0 - EXISTING PLANS & WINDOW INFO. A3.0 - ENLARGED ENTRY PLANS, ELEVATIONS, & SECTIONS � � u ;� � , • :; �:.. . �ti�� - CONSTR�CTI 1941 O'Farrell Street Suite 101 San Mateo CA 94t03 t 650 287 4202 f 6S0 287 4207 License No.563320 CONSULTANTS POCHYLSKI RESIDENCE 19975 PRICE AVE. CUPERTINO, CA 95014 MARK DATE DESCRIPTION STRUCTURAL S.1 - STRUCTURAL FOUNDATION, ROOF FRAMING, AND DETAIL PLANS BUILDING CODES: 2010 CBC (BASED ON 2009 IBC) 2010 CRC (BASED ON 2009 IRC) 2010 CPC (BASED ON 2009 UPC) 2010 CMC (BASED ON 2009 UMC) 2010 CEC (BASED ON 2009 NEC) 2010 CALIF. ENERGY CODE 2010 CALIF. GREEN BLDG. STANDARDS CODE CUPERTINO MUNICIPAL CODE TITLE - 24 ENERGY FEATURES: 1. ALL NEW WINDOWS TO BE DOUBLE GLAZED. 2. MIN. R-13 BATT INSULATION IN EXTERIOR WALLS AS NEEDED 3. MIN. R-19 BATT INSULATION BETWEEN FLOOR AS NEEDED 4. MIN. R-30 BATT INSULATION IN CEILING/ATTIC AS NEEDED PROJECT NO: 1750 MODEL FILE: DRAWN BY: C.S. CHECKED BY: S.E.A COPYRIGHT S.EA CONSTRUCTION, INC. 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N�'� K N! wM u� Ywrw TM w�e nMwM� MN� MMw w M�i a� �� M MMr� wiM ��teq �Li{ Y n��i..lMw� diwt wIM �► niNNW � es.MwK K M�N�{ I��ebr If � We a�atlw aM�t I�e �+7rY�e�Y y' e�tlN�� UM.1 Ha�srMo Mcatlon: '['`e folbwug aWl bs caoaidae� srci6c hazardou� batioof for 16e p�ox� dyatio� !. t3Mrit� ia lized ad � p�aeL a[�Io� door tuaoblie� d}�0�4 � tlidia� an1 bitold cbtat doa tnMiY{iM. !. Gla�io� ia �tocw doocs. S. (itaso� io dooe� ao! �eclownw fx hat �. �rdrlpoolt, u�mr, �1eam moo�� �a/ �owon. Gla�q ie +ay I�n of a►dldie� rnU �oebwn� 1Aew eaopr�w� w4x 1!e Owbe acpted ed�e of i!e �in� is ku 1hn 60" mMa�ed vatinity �ave aer s1�di� ar w�� w�Loe. �. (Nvie�, in ae iadividirl fioced ar apcahk P�eel ad� b a door wvice Ihe nacat vaticd edye is w�in �?R" are of I!e doar i� � cloeed pailim aod �ho�e bolbio ad�e is ku �Aaa 60" aboae die Aoor or 7.�(i�c'r� '�r � inividu�l 5xd a opowbk wrl, dMr 1�ae �hose locatia� deuribed ia ieemt S� 6 abow. t6�t mme�t aH �e �Ilo�vio� a�pie�e 7.1. B�po�d wa ota� miividud Mee y� Ihn 9 �quare feet. 73. Hot�oa ed�e i ba Ih�n 1 f" above th� 9oac. 7J. Tor ed�s eraler Ih�n 3B' abow tlr Aua. 7.4. Oa ar mon w�a�in� wrtacs widiie lf" 6oriaoatdly of ie jlsay. f. (il�zio� i� �nlb ad f�eae a�eJod� i/oa ax� owdeac r�vioaoin� Pdt� lat wbr �nd ap� whe�e dr bWwm �d{e ot1L� �aao{ i� ka th�n 66" �bovs Ihe wa�da� s�5ot ael wilwin 60" 6a�izodatly of �e w.eer'� oe�e. 7'hu �8 q�y w,le�te y�,.l.0 p.sa ia mrl4pk �.ein�. i�. a�.ai� a:at, �.�m.s.oa �. � x^ e�wnr �. �.n�;�.�ua �� e:pored surtice of Ihe �w 'r lar dr� f0" abo�ve 16c plaee of �Ys r�ael w�in� wrfia. I l. Gl� adjace� b suirwnys wtliin 60" ott6e Yoeoom t�ad of �a N�rvray ii ury direccon �vhea 1he espo�ed tirstcs of the �Iw it lew �n 60" �bove the no�e of tAe ue�. R/R (E) 6'-0" X 4'-0" HORIZ. SLIDING EGRESS WINDOW � � CLOSET BEDROOM R/R (E) 2'-0" X 2'-0" HORIZ. SLIDING WINDOW W/ CLEAR GLASS — tayM�: 77r 16Mmvie� produw, mMeri�4 �sd wy �es exeqt froa Me abovs 1�ardwr locMioec l. C�np in doas �ra��i w�lie� a l" �p6ae te �m�ble b pur. i. L)emeatira �'s Yem 1, i ar 7. 7. (iY�e� io wctiM R�Ot.�, ieem 6, rrYm Ihae u ae inlaveein� w�p a other � b�ia betwan IYe rsar �1 !s �. �. Gl�oo� i� wqioa 1!3(K.�, rt� 6, in w�W perpmdicrLr 10 the pl�ne of the door ia a clond pwition, o1Mr du� ia � towr/ vihicA 6� doar nriep wlrn opswd, a wlwe aoceu Wmu�6 t6e ba u 1e � �«.�. ,�. 3 ' a ka ia dept. (N� in Ihae appticMiar rhaM a�ly with soetio,1t30t.4 ilos 7. i Ol�ias in aedioa lt]Ot.4, Noa 7 d IQ whea a p�oMe.tivs br i� iorWbi m t!e accsmble sik(�) of 1� �Siot 3f" sbo�e 16� Ooor. '['k Mr � be e�bie of wit�t�o/io{ a hocimuW load of SO'P� D� IiMr tda �aitbonc oowcli� the � �ed bs a sinimum ot 1 SS' ia hei�ht f.Sder �Faaa� 's R30�.4, irs ] 0�d 11 it aot reqitited �rLas: f.l. The eide of �6e thicwer. � ar r�g hu a tu�a7 ar irnetr�l, includi� bahatas a fill-u � f.L 1'►e pl�oe of Ihe �s it peatr 16�n 1 i" fmm the cailia`. f.l. Whw a solid wall a p�oal mcsmA� fiom We pins of e�e ac�jaceot Malkin� ar6ce w 34" W 36" abwe tra Aoor �nA �c e�diaa u t6e mp of tl�t wdt a paoel it a�pbk of wi�inj the snne haisoohl lod ae �e peo0xtivs bar. R/R (E) 3'-0" X 1'-6" HORIZ. SLIDING WINDOW W/ CLEAR TEMPERED GLASS TUB/ SHOWER �� f BEDROOM BATH _...� CLOSET DN BATH w � O J U CLOSET 0 � � 0 _ � R/R (E) 4'-0" X 4'-0" HORIZ. SLIDING EGRESS WINDOW EGRESS WINDOW NOTES: • PER THE 2010 CRC SECTION R310 AND 2010 CBC SECTION 1029, PROVISIONS SHALL BE MADE FOR EMERGENCY ESCAPE AND RESCUE IN GROUP R OCCUPANCIES. THESE REQUIREMENTS ALSO APPLY TO REPLACEMENT WINDOWS PER 2010 CBC SErTION 3407 • EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING OR EXTERIOR DOOR APPROVED FOR EGRESS OR RESCUE • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS FROM SLEEPING ROOMS SHALL HAVE A NET CLEAR OPENING OF 5.7 SQUARE FEET, EXCEPT THAT THE MINIMUM NET CLEAR OPENING FOR EMERGENCY AND RESCUE GRADE-FLOOR OPENINGS SHALL BE 5 SQUARE FEET • THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. • EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. • BARS, GRILLS, GRATES OR ANY SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH THE OPENING REQUIREMENTS OF THE EGRESS WINDOVVAND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. • BARS, GRILLS, GRATES OR ANY SIMILAR DEVICES SHALL BE EQUIPPED WITH AND APPROVED EXTERIOR RELEASE DEVICE FOR USE BY THE FIRE DEPARTMENT. (N) 5'-0" X 5'-0" HORIZ. SLIDING WINDOW TO REPLACE (E) 5'-0" X 6'-8" PATIO SLIDING DOOR R/R (E) 8'-0" X 6'-8" PATIO SLIDING DOOR --� R/R (E) 6'-0" X 4'-0" HORIZ. SLIDING WINDOW � (N) 2'-6" X 5'-0" CASEMENT WINDOW W/ TEMP. GLAZING TO REPLACE (E) (E) FP 2'-6" X 5'-0" FIXED PICTURE WINDOW REPLACE ALL (E) SIDING W/ � (N) SIDING R/R (E) 6'-0" X 4'-0" HORIZ. SLIDING WINDOW SITTI NG AREA R/R (E) 6'-0" X 4'-0" HORIZ. SLIDING EGRESS WINDOW BEDROOM R/R (E) 6'-0" X 4'-0" HORIZ. SLIDING EGRESS WINDOW � � (N) 5'-0" X 4'-0" HORIZ. SLIDING WINDOW TO REPLACE (E) 5'-0" X 6'-8" PATIO SLIDING DOOR ------ ---------------� � REMOVE (E) WOOD DECK & RAILING �.,�XISTING SECOND FLOOR PLAN � Scak: 1/4"=1'-0" (E) GARAGE DOOR TO REMAIN R/R (E) 8'-0" X 6'-S" PATIO SLIDING DOOR W/TEMP. GLAZING UP / (E) DOOR TO REMAIN (E) FP POCHYLSKI RESIDENCE 19975 PRINCE AVE. CUPERTINO, CA 95014 REPLACE ALL (E) SIDING W/ (N) SIDING MARK DATE DESCRIPTION R/R (E) 2'-6" X 5'-0" FIXED PICTURE WINDOW W/ TEMP. GLAZING R/R (E) 2'-0" X 5'-0" FIXED PICTURE WINDOW W/ TEMP. GLAZING �� �— REMOVE (E) ---" COLUMN & BASE I o � (N) 6X6 WOOD u COLUMN & BASE W/ SLATE VENEER (E) BRICK VENEER COLUMN BASE W/ SLATE, REPLACE (E) 6X6 WOOD COLUMN � DCISTING FIRST FLOOR PLAN 1 Scale: 1/4"=1'-0" EXISTING PLANS & WINDOW INFO. A2.0 SHEET 2 OF 3 KITCHEN FAMILY ROOM GENERAL WINDOW & DOOR NOTES 1. ALL NEW & REPLACEMENT WINDOWS 8� DOORS TO BE MILGARD WHITE VINYL, DOUBLE PANE, TUSCANY STYLE V1ATH INSECT SCREENS 2. FIELD VERIFY ALL DIMENSIONS OF REPLACEMENT WINDOWS PRIOR TO ORDERING 3. ALL NEW WINDOWS 8 GLASS PATIO SLIDING DOORS SHALL HAVE FENESTRATION MAX. U-FACTOR OF 0.4 IN COMPLIANCE W/ 2010 CALIF. ENERGY CODE SECT. 151 ' '� �� � f �;.;�._ "' < -- CONSTR� TI �: 1941 O'Farrell Street Suite 101 San Mateo CA 94iO3 t 650 287 4202 t 650 287 4207 License No. 563320 � � �"� Za < < � 2 - ) CONSULTANTS r k . ._ ._r„ .� - � "�.� f S, � ��' :� i?.� a#'" �'$ �i..? ?� ,i^^� '� �.i� i t, : . `O — �O ^ 1 1 �1���,TUR�: 6�ItlSE�� �i..�v ���� R/R (E) 4'-0" X 5'-0" HORIZ. SLIDING WINDOW 2 CAR GARAGE R/R (E) 6'-0" X 4'-0" HORIZ. SLIDING WINDOW PROJECT NO: 1750 MODEL FILE: DRAWN BY: C.S. CHECKED BY: S.E.A COPYRIGHT S.EA CONSTRUCTION, INC. DESIG/JiBUILD, 20f0 SHEET TITLE LIVING ROOM � _ .... . A .._._._. i� ii j �� �� i � � i � BATH ' ' , , „ „ �� x �� � � i , � � i � i ; �� i; � i� � , � 2 CAR GARAG E ALIGN ;_I -- --�-- ---�___ � —� — f ---�-------� (E) ROOF (N) ROOF � PROPOSED PLAN OF ENTRY PORCH � - s�: i�r=1�-o. � S � -- W Z LL � � J O Q � Z w v (N) EXTERIOR RATED PENDANT LIGHT FIXTURE, CONNECT TO (E) SWITCH IN HOUSE � (N) GABLE ROOF ABOVE (E) CONC. ENTRY LANDING � W � Z PATCH LANDING W/ REPLACE BOTH (E) WOOD �� CONCRETE AFTER COLUMN COLUMNS IN FRONT OF GARAGE W/ Z Ip & BASE ARE REMOVED (N) 6X6 WOOD COLUMNS. APPLY (N) _ _ � ------...._......-------� ----....__._ .._.....__. STONE VENEER OVER BOTH (E) I (N) 6X6 WOOD COLUMN BRICK COLUMN BASES. STONE TO W/ (N) BASE TO MATCH BE SELECTED BY OWNER. —� � — �p (E) COLUMN BASES W/ I � I APPLIED STONE ELECTRICAL LEGEND: � PENDANT LIGHT FIXTURE F-�- WALL MOUNTED LIGHT FIXTURE � ONE-WAY SWITCH : � ,;'. � ,.���._ 7��,�=� CONSTR�CTI �T 1941 O'Farrell Street Suite 101 San Mateo CA 94t03 t 650 287 4202 f 650 287 4207 License No.563320 CONSULTANTS HURST RESIDENCE 333 GEORGETOWN AVE. SAN MATEO, CA 94402 REPLACE SIDING ON ENTIRE HOUSE W/ JAMES HARDIE PLANK LAP SIDING. REFER TO ATTACHED MANUF. SPECS. FOR INSTALLATION INSTRUCTIONS � NEW GABLE ROOF W/ COMPOSITION CLASS'B' TILES TO MATCH (E) ROOF. REFER TO STRUCT. SHEET S.1 FOR FRAMING OF ROOF WITH CRICKET REPLACE BOTH (E) WOOD COLUMNS IN FRONT OF GARAGE W/ (N) 6X6 WOOD COLUMNS. � APPLY (N) STONE VENEER OVER BOTH (E) BRICK COLUMN BASES. STONE TO BE SELECTED BY OWNER. // (R/R) ENTRY ,� �� ��E� - --- � � !I // / I (E) � �,�. i � i \ _ � w OO O 00 �¢ Ww � . ........ I // 2X� _._.._. �C OF FRONT DOOR �;, ._ �_ _ 5'-0" j ug � _ __ o // � w I (N) _ ................. � z C9 _ Q (N) EXTERIOR _ ................_. RATED PENDANT i 12 LIGHT FIXTURE — �..._ 4. 5... i .......... _ __ ............... OF COLUMN ' (N) GUTTER & DOWNSPOUT TO -- �— MATCH (E) ALUM. � � � � ; � � = w _ .......................................................................................... � ...............; � � � . � c7 ' _ � � : oQ EQ. EQ. I . � � (E) i i i � W O i ............< . / i _____ __ / - (E) FRONT DOOR TO �/ i REMAIN _.._._._.... � ............._; � � I � (R/R) � (R/R) (N) 6X6 WOOD CO�UMN W/ STONE BASE � MATCH E) � � � ( ............_..... : .......................................... ............................. i � _..... ......._....... 4���� ,._ .......:.........._._..... ::_._...._ .�_._._:_ .:........._. � .-. . ............ .. .. .... -..z:. w .-..... ....... ..;-,. �.......__....._....._:.. - _.... ... ;.............. .,..:. . ..... ._ . .... . :.� u.Ty. ,........_i.S.........-.t � -- _...... .,._.. ..,.:......-�....—.�.:...,. i { 1 � � .�:...._...�.._. ..._.: �, . , Q ...... . . _...._. .._........ .... ..._ _..... ...__... ...:.. . . ..� ........_. ... ..._�_. _ � � OF COLUMN (E) CONC. STAIR � LANDING TO REMAIN �,� ROPOSED FRONT ELEVATION @ ENTRY � Scak: 1/2•=1�-0• // (R/R) (E) �� �� ��,I I - Z. / , v��'� ,�'F ��3�9��d��� �.�?"� : !o -30 ���'�J,�.�'���: " �/ `"' -- `,�'�' „ i ���± DIR._ - ��===_��=_=�� �� I „ II �i� �� '� ��� I�� �� ��I� �;I i� �I Iil li� � I� �II ---��----�---._� � ��T T� T I IT" Il I T I I�'; - il - Ti � I iT �' �:I II li jlilll II II II :IIII I� II II I�lil II� ' �:I II I� il;lll II II II :IIII I: II II lil!I II � il; III II I I II :I III I' I I II I; I II II �', il;llf II II II :IIII I� II !`. ------ ��1:1JL11 � 1L1L � iLIL� ; _ .._... ..._.. ...._. _ _ _ . lZ----_II[=...� ' �T- --�-____---------� � � ----------------� ii ii II II (E) II II �� II � �/ II � �) ( � � � I I � I I II II II I I (R/R) (R/R) I I II i i �� �-::;_::.:_:.._ . - � � _�.. I ' I ........�.....5......,. I REMOVE (E) SLIDING GLASS DOOR REMOVE (E) WOOD RAILING & DECK REMOVE PORTION OF (E) ROOF EAVE REMOVE (E) COLUMN �� REMOVE (E) COLUMN & BASE � �- (E) BRICK COLUMN BASE � DCISTING FRONT ELEVATION @ ENTRY 1 Scak: 1/2"=1'-0" MARK DATE DESCRIPTION PROJECT NO: 1750 MODEL FILE: DRAWN BY: C.S. CHECKED BY: S.E.A COPYRIGHT S.EA CONSTRUCTION, INC. DESlGWHUILD, 20f0 SHEET TITLE ENLARGED ENTRY PLANS, ELEVATIONS, 8� SECTIONS A3.0 SHEET 3 OF 3