The URL can be used to link to this page

Home My WebLink About3088 Alcazar Drive - Plans1 HILLSIDE AREA CONSTRUCTION PERMIT REVISION 1 07/28/21 SUMMARY OF WORK THE WORK CONSISTS OF THEADDITION OF APPROXIMATELY 54 SF OF CONDITIONED LIVING SPACE. ALONG WITH 205 SF OF UNCONDITIONED GARAGE SPACE, TO AN EXISTING SINGLE- FAMILY RESIDENCE. WORK WILL ALSO INCLUOE A FULL INTERIOR REMODELING. WORK WILLALSO INCLU�E UPGRADING THE EXISTING ELECTRICAL PANEL W/A NEW 200-AMP PANEL. CONTRACTOR: THE ABOVE PARAGRAPH IS ONLY A SUMMARY OF THE WORK. CAREFULLY EXAMINE THE ENTIRE SET OF DRAWINGSAND SPEGFICATIONS TO DEfERMINE THEACTUAL WORK TO BE PERFORMED. APPLICABLE CODES ALL �EMOLITION AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING LOCAL CODESAND STATE CODES, WITH LOCALAMENDMENTS, FOR THE OCCUPANCY GROUP(S) AND CONSTRUCTION TYPE(S) INDICATED IN "BUILDING AND SITE INFORMATION" ON THIS SHEET. BUILDING AND SITE INFORMATION A.P.N. 02530-1010 ZONING R1 SPECIAL USE DISTRICT NONE OCCUPANCY GROUP(S) R-3N CONSTRUCTION TYPE(S) V-B LOT DIMENSIONS IRREGULAR - SEE SITE PLAN AREAOF LOT 11,527 SF ALLOWABLEFLOORAREARATIO 32%LOTAREA+1,t00SF ALIOWABLE FLOOR AREA 4,788.64 SF ALLOWABLE LOT COVERAGE RATIO 40% OF LOT SIZE ALLO WABLE LOT AREA 4,610.80 SF EXISTING HOUSE FLOORAREA 2,182.24 GSF EXISTING ATRIUM FLOOR AREA 419.89 GSF EXISTING GARAGE FLOOR AREA 297.27 GSF EXISTING SHED FLOOR AREA 288.82 GSF EXISTINGPOOLCABANAFLOORAREA 529.69GSF TOTAL EXISTING FLOOR AREA 3,717.97 GSF PROPOSED HOUSE FLOOR AREA 2,205.50 GSF PROPOSED ATRIUM FLOOR AREA 479.89 GSF PROPOSED GARAGE FLOOR AREA 51825 GSF PROPOSED POOL CABANA FLOOR AREA 529.69 GSF TOTAL PROPOSED FLOOR AREA 3,673.33 GSF EDM ND PATRI IA LE E REM DE L ADD ITI N 3088 ALCAZAR DRIVE BURLINGAME, CA 94010 A. P. N. 025-333-110 ABBREVIATIONS USED IN THE DRAWINGS APPROXIMATELY MTL. METAL & AND NEC'Y NECESSARY @ AT N.I.C. NOT IN CONTRACT � DIAMETER NO. NUMBER ABV. ABOVE N.T.S. NOT TO SCALE A.F.F. ABOVE FINISHED FLOOR O/ OVER ALT'D ALTERED O.C. ON CENTER APP. GAR. APPLIANCE GARAGE O.D. OUTSIDE DIAMETER A.P.N. ASSESSOR'S PARCEL NUMBER OD OVERFLOW DRAIN ARCH'L ARCHITECTURAL O.H. OPPOSITE HAND, OVERHANG BD. BOARD O.P.C.I. OWNER PROVIDED, CONTRACTOR INSTALLED BLKG. BLOCKING OPP. OPPOSITE BOT./B.O. BOTTOM/BOTTOM OF PL. PROPERTY LINE B.P. BUILDING WRAP PLT. PLATE BTWN. BETWEEN PLY. PLYWOOD CBC CALIFORNIA BUI�DING CODE P.T. PRESSURE-TREATED CD CLOTHES DRYER PV PLUMBING VENT C.L./� CENTERLINE RC RAIN CHAIN CLG. CEILWG (R) REPLACEMENT CLOS. CLOSET R.C.P. REFLECTED CEILING PLAN CMU CONCRETE MASONRY UNIT RD ROOF DRAfN CNTRL. CONTROL(S) REF. REFRIGERATOR CONSTR. CONSTRUCTION REQ'D REQUIRED DR. DOOR RG RANGE DS DOWNSPOUT R.O. ROUGH OPENING DW DISHWASHER S.A.F.F. SELF-ADHERING FLEXIBLE FLASHING DWG. DRAWING SCD. SEE CIVIL DRAWINGS (E) EXISTING SEC. SECTION ELEV. ELEVATION SEP. SEPARATE ETC. AND OTHERS SF SQUARE FOOT / SQUARE FEET EXT. EXTERIOR SHT. SHEET F.F. FINISH FLOOR SIM. SIMILAR FLASH. FLASHING SLD. SEE LANDSCAPE ARCH'L DRAWINGS FLEX. FLEXIBLE SQ. SQUARE FLR. FLOOR S.S. STAINLESS STEEL F.O. FACE OF SSD. SEE STRUCTUR,4L DR,4WINGS FT. FOOT, FEET STL. STEEL GALV. GALVANIZED T TEMPERED G.C. GENERAL CONTRACTOR T.B.D. TO BE DETERMINED GSF GROSS SQUARE FEET THK. THICK GYP. GYPSUM T.O. TOP OF HRV. HEAT RECOVERY VENTILATOR T.P. TOP PLATE I.C.F. INSULATED CONCRETE FORM T&G TONGUE AND GROOVE INFO. INFORMATION TYP. TYPICAL INSUL. INSULATION U.O.N. UNLESS OTHERWISE NOTED INT. INTERIOR VERT. VERTICAL LOC'N. LOCATION V.I.F. VERIFY IN FIELD M.E.P. MECHANICAL, ELECTRCIAL, AND WH DOMESTIC HOT WATER HEATER PLUMBING W CLOTHES WASHER MAX. MAXIMUM W/ WITH MECH. MECHANICAL WDW. WINDOW MICRO MICROWAVE W/O WITHOUT MFR. MANUFACTURER W.O. WHEREOCCURS MIN. MINIMUM W.P. WATERPROOFNVATERPROOFING MISC. MISCELLANEOUS WI'. WEIGHT SYMBOLS USED IN THE DRAWINGS X DETAILNUMBER � WOODBLOCKING ' ��SHEETNUMBER � CONTINUOUS WOOD x SECTION NUMBER � FINISH WOOD �- SHEETNUMBER PLVWOOD � ELEVATION NUMBER � GYPSUM BOARD SHEETNUMBER � CONCRETE X^INT EIEV. WALLNO INT ELEV. NUMBER X x X SHEET Nl1M6ER x I� � ' DOOR MARK � �� I ` X "j ' WIN�OW MARK \/ ELEVATION ABOVE �f� REFERENCELEVEL x _ _�� ° • ' �:,.p':f�:,��:�� :e•a��r• �� t��t�1�1�� ..•.•� •�� -� �O%/��//_.O�%/i, . �- WALLTYPE � GRIDLINE- CENTERLINE OF STRUCTURALMEMBER o-- GRIDLINE- FACE OF FRAMING GM/EM/EP �SMETER/ 0 ELECTRiC METER/ ELECTRIC PANEL A 1 G A 1 RADIANT MANIFOLD GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. 2. ALLDIMENSIONSANDEXISTINGCONDITIONSSHALL BE CHECKEDAND VERIFIED BY THE CONTRACTOR BEFORE STARTING THE WORK. 3. IF THESE DRAWINGSARE NOT 24" X 36" THEY HAVE BEEN REDUCED OR ENLARGED. 4. (1X) INDICATES NOMINALSIZE. ('I") INDICATES ACTUAL SIZE. 5. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 6. ALL OMISSIONS OR CONFLICTS BETWEEN DRAWINGS, SPECIFICATIONS, AND GOVERNING CODES SHALL BE BROUGHT TO THE ARCHITECT'S 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA RESIDENTIAI CODE 2019 CALIFORNIA PLUMBING CODE 2019 CP.LIFORNIA MECHANICAL CODE 2079 CPLIFORNIA ELECTRICAL CODE 2079 CALIFORNIA FIRE CODE 2079 CALIFORNIA GREEN BUILDING CODE ("CALGREEN'� 2019 CALIFORNIA ENERGY CODE. CITY OF BURLINGAME MUNICIPAL CODE FIRE SPRINKLER NOTES: 1. FIRE SPRINKLERS SHALL BE INSTALLED UNDER SEPAR4TE PERMIT. 2. OUTSTAN�ING EXPIRED FIRE SPRINKLER PERMIT FOF POOL HOUSE TO BE REINSTATED & FINALIZED. LIST OF SEPARATE SUBMITfALS: 1. SOLAR PHOTOVOLTAIC DESIGN & SPECIFICATIONS, INCLUDING BATTERY STORAGE 2. AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN & CALCULATIONS (FOR MAIN HOUSE) DRAWING INDEX TITLE SHEETS T0.0 COVER SHEET �z''-4 TEEI IfdIERt SPEE��I&{tT16Pdrs, E6Pa �� T�.3--661 IEBFltE6 CIVIL SURVEY ATTENTION BEFORE STARTING THE WORK ARCHITECTURAL iNVOLVED. A0.0 EXISTING SITE PLAN AO A T S TE LAN Z TITLE 24 ENERGY REQUIREMENTS DESCRIBED IN I I 1 THE REPORTARE INCLUDED IN THE CONTRACT 1. XI ING EMO LOOR N DOCUMENTS, AND REPRESENT MINIMUM A1.1 ALTERED FLOOR PLAN REQUIREMENTS. ,41.3 f�E�EE6-TEB 6EIEIPJ6 RERP� 8. SEEARCHITECTURAIDRAWINGSFORINFOON %a��4 EXISTING/DEMOROOFPLAN ITEMS REQUIRING STRUCTURAU FRAMING A1.5 ALTERED ROOF PLAN MEMBERS TO BE PLACED A CERTAIN WAY PRIOR TO A2.0 EXISTING & ALTERED EXTERIOR ELEVATIONS PERFORMINGANYSTRUCTURALWORK q2.� EXISTING&ALTEREDEXTERIORELEVATIONS A2.2 EXISTING & ALTERED ATRIUM ELEVATIONS l43.9 E3EIfrTIPd6 S t�TEf�EB BdIEBIN6 SEETI9Pd� f44.B dtb4E� TYRES 1 CONSTRUCTION HOURS � H ' 1. WEEKDAYS:B:OOAM-7:OOPM SATU R DAYS: 9:OOAM-6:OOPM SUNDAYSANS HOLIDAYS: NO WORKALLOWED � fR6.3 IPdTERIAR EEEbS4T16NS fc6.�I�dTERIAR EEEb'�cT16PdS - �R63 IP�TEfl19f� EEE1r�Ft719P�S 1F6.6 IMTERI9R E�Ed/ETI9NS-8 BE�6S .: B Pi9ERP�9TES�'eil6 EIP�E BIfFGfifMeM1 {V7.1 Ex16TIP�E�BEPv99 tJ1-E.P-fkflN STRUCTURAL - SEE GENERAL NOTE #9 SB.1 TITEE ('k6E -54.9 STRtiETHf�{tE Ft�41dS S1.1 STRNETFiR4tFtikPdS S4.9 E6MERETETYFiEftt BETRIE^ S�.1 fR�cItAIPd6TYPIEAt�Ei�ES S�.� TYPIE,4t BET�ItS NET CHANGE IN FLOOR AREA -44.58 GSF EXISTING FLOOR AREA 3,717.91 GSF (SEE BREAKDOWN ABOVE) EXISTING CARPORTAREA 32521 GSF TOTAL EXISTING LOT COVER4GE 4,043.12 GSF PROPOSED FLOOR AREA 3,673.33 GSF (SEE BREAKDONRJ ABOVE) PROPOSED CARPORT AREA 325.21 GSF TOTAL PROPOSED LOT COVERAGE 3,998.54 GSF NET CHANGE IN LOT COVERAGE d4.58 GSF RE�UIRED FRONT YARD SETBACK. HOUSE 15' REQUIRED FRONT YARD SETBACK. GARAGE (2-CAR; 2-DOORS) 25' RE�UIRED REAR YARD SETBACK 15' REQUIRED SIDE YARD SETBACK 7'-�" HEIGHT LIMIT MAIN BLDG: 30' /ACCESSORY BLDG: 14' REQUIRED OPEN SPACE ON LOT NONE REQUIRED GAR4GE PARKING SPACES 0 GARAGE PARKING SPACES PROVIDED 1 RE�UIRED OTHER COVERED PARKING SPACES 2 OTHER COVERED PARKING SPACES PROVIDED 1 EXISTING NUMBER OF A9AIN BUILDINGS ON LOT 1 EXISTING NUMBER OF ACCESSORV BLDGS. ON LOT 2 TOTAL NUMBER OF (E) BUILDINGS ON LOT 3 PROPOSED NUMBER OF MAIN BUILDINGS ON LOT 1 PROPOSED NUMBER OFACCESSORY BI.�GS. ON LOT 1 PROPOSED TOTAL NUMBER OF BUILDINGS ON LOT 2 ARCHITECT BASED SITE PLAN ON SURVEY BY B& H PROFESSIONAL LAND SURVEYING, DATED JULY 16, 2020. VICINITY MAP (NTS) PROJECTSITE '� ♦ � _ �,h � �1e. ' r'�y'� 5 F�''..'�._.+ °'��a j�� ; _�� :3 � �,..� � �. ._.� JUL `� 3 �:'::: i ,� o� suR��`:;� � _-'��...��'�i`t`' - :�' � � � _ � H OW NER Edmund 8 Patricia Lee 3088 Alcazar Drive Budingame, CA 94070 SURVEYOR B & H Surveying, Inc. 901 Waltermire St., Belmont, CA 94002 Phone: 650.637.1590 STRUCTURALENGINEER Daniel A. Bastiao, P E. C71442 P O. BOX 1891 Union City, CA 94587-6897 Phone: 510. 676. 8457 (ORce) Email: dabastiao�gmail.com ENERGY CONSULTANT Energy Compliance Services 5702 Hershott Avenue Lakewood, CA 90712 Phone: 562.461.3749 Fax: 562.461.3745 W w � � Z UD � � � O Q� � >Nrn otf J1.1_ � � �U� W M Z � Q�N � � -�zo Q � 0 W �� W � �mQ Accepted For Owner By: Drawin Record / Revisions # DATE DESCRIPTION -- 04/26/27 HACP SUBMITTAL 1 07/28/21 HACP REVISION 7 -- -/-/- ___ -- --�--/-- --------- _ '�_/_ - ---- -- --�--�- __'--- Checketl by: Drawn by: JCK KK, NV,TJ Project No: Issue Date: 2013 07/28/21 N � COVER SHEET T0.0 Sheet No. 1 of 23 C�20"10 by Klopf fvchilecture, a CA Corp. L 0 7 ] 9 �i� 9L C f�Z n� IRON %Pi �ISTUR@E ��.�p, Q W.. �NG B L 0 C K 4 4 ` ` \� k `\ k� � ` Y/ W/ m o�j �e � / n ♦'� /ro 2 � �9� / s � / L o 7 1 8 I ' I I�m� � I � cRo / � / / 0 q'`� tg"I.72 IVY 9JB 197� �9 PLANiER 80% PIANTER BOX ��j GRD r - _ 97.86 197.76 I �' ____g�_______ �9) g, I � �, '9je BS 06 _' � 7 ,�� ^. J m 197.79 �9�� C i� .�9�' .i bs �� - �9�' L 0 7 J 0 fEN �� X 8'21'E 713.48_ it 5k� �e,i7i�'.n7 6�T � om 8w �w r � I� GRD 9�. �9�� 9� �9� ONE STORY NWSE (FOUNDA710N LINE SMOWN) iszez '9�s I °'s '0'� DaSi1NG RESIDENCE s +�s�.eo �e��21 _ � ANCIE OF ROOF PITp1 dc GARAGE �xM E- y - - - - - - - � m °' CONC INT IELEV � i w L � _ _ _ _ RIDGE = 212.St _ _ _ _ _ CONC � � L O T 1 1 I � > r-� o TMRes"°'-° '� �� ELEV � 19&D{ AREA � 11.527f SQ. F7. I - - - ANGIE OF ROOF PITpi - - - - - - �I� �D wl � e 9�66 ,9� � o n�aes+an I .B ELEV = 198.06 i � �� `q1� � I GRD 197.75 ,9,��'` 4 9�� , a r jL 19��h }197.58 L�9�66+197.58 EA�E - 206.9�t�9�59 �� _,r � �} �az�s � I 0 196.67 197.46 � '�� '� ��. o�.� p9• GRD POOL CONTROLS 197.19 197.�0 3� r r-� o rnRESHan o i ELEV � 198.02 197•�� 197.53 DOSTiNG POOL HWSE � � / � � � if x o $�� s�N�: { 1d �h � 9^ 9� �o 1 CONC J t 197.55 � �^ ��6 �9 �j. Z�g6 GRD ?o � 00 R , p.,� � 2��N� BRUSN L O 7 ] 3 voa �6 19� t 197.SB + 197.56 AD (Typ) 19�1M1 `g �� p e�oac a�i. w� 1�� Z0� �5 GRD; 2p g� ^Ory' , ,�M1 204�4 407,�� SSC03 _ 1� - ' �9 � 197JB M � 19� � CONC 3J.76 t 197.55 �'� j J q'�^ OI.B! i �� GRAPHIC SCALE 8 0 4 8 16 3 (W FEET) 1 INCH = 8 FT. �S f � BOUNDARY AND \ � TOPOGRAPHIC SURVEY OF THE I.ANDS OF LEE � PER DOCUMENT #2020-023985 O.R. 4 LOT 11, BLOCK 44 � 'MILLS ESTATE N0. 23' `� VOLUME 59 OF MAPS AT PAGES 24-25 � � ASSESSOR'S PARCEL NUMBER: 025-333-110 " f (3088 ALCAZAR DRIVE) BURLINGAME SAN MATEO COUNTY CALIFORNIA �^ SCALE: 1' = 8' JULY, 2020 2 B S H SURVEYING, INC. c 4 PROFESSIONAL LAND SURVEYQ�G 907 WALTERMIRE 5T. \ BEUAONT, CA fl4002 c^ \ OFFICE: (650) 637-1590 FA%: (650) 637-1059 x Mk 9,�7 9'`� �N�d.... �j� �. � m 1 � � � c� I m aq •g n m- 2�j I I m � Nyry� m m � ti _^6 c,9 _ 97.60 �`h, 20�PME '7 0 qh4 i. J �9 �c` 4.8� �i� o. 97.43 y IW �� a 6> iB7.65 A�� E �' ^ 97. CRAVEl `�;!`� lgi6 M I Q I 3♦ A �g) 9A9 U£ I ,ep�Nf I GRD 196.38♦ .�(y� �o� j$ YCWSTER r � w`O. ,�'� I 15' B.SL "p� A1' I '�yL- • \ O / I j ``� / A^bo I � I � � '�6 � � N ��Ds I / I I�� t 197.69 �6 n �� 27.8' U .m5i2 � I I � - � " - q^' � wM M t 197.68 l + '� CONC 6�' 6p ti I � m 19� �9� � � � 60 � GRD- GRD � � �1 h 197J4 � � A 19� � B� {v� � e � � .BJ . f9 N� �I o I ,� ' 9^�: m cRo 1 9j�5 - - -,9jS ' � rp � n � � � � I CONC + 797.62 u J N, 9� IXjIVEWAY IW � v sgl 1 ogo �J ' 1{ 0 / / ,`9a r�J � °4 FF O GARACE � h^ / �'9 wm ELEV - 1g7,68 � � ♦ 197.52 � J SSCD 9 ,�a 1 uvm s � �� / S %/%////////////// 9 I 197.44 '9 +� (�) t 197.54 SHED W/ POOL PUYP c w� `� p.p9,� w� �gQ�'� R 60 20�. . 9� �197.60 zp� � CRD 2�247 , 6, �� 1 ?o c�o , ?;, G ��' �3.0 �7, WN.19 o` m h h Zp�98 ,��0 o,�O�O 7p36? �zO,Jgt h�~ � 2oi5) ?�� M1 x� .�O Z�6�05 �p. �" ?� sI �01�. ....nO �� F � " I F H I N E y � �1 �gti L� 193.O4t x F CLRD �g ''S oo, F I .CUR/ I � / I DRAIN � � I � I I I TITLE NOTE THE SURVEY SHOWN HEREON IS BASED IN PMT ON 7HE 71TLE COMIIITAIENT �SAIO-30.52000253-BD BY FIDELITY NATONAL 71TLE COMPANY DATEO fEBRUAFtY 3, 2020. COVENANTS LISTEb IN DECLARATION OF RESTRICTIONS VOL 4638 PAGE 584 O.R. MAY AFFECT PROPERTY DESIGN AND CONSTRUCTON. BASIS OF �EVATIONS: ELEVATIONS ARE BASED UPON AN ASSUMED DANM. � 7Bu: SET MAG NAIL h SHWER ON ALCAZAR DRIVE. AS SHONN ELEVAnON - 200.00 BASIS OF BEARINGS: THE BEARINC N4554'38�E OF 7XE MONUMENTED CENTERLINE OF ALCAZAR DRIVE AS SI10WN ON THAT CERTAIN MAP EN7ITLED 'MILLS ESTATE N0. 23� FlLED M 59 OF MAPS AT PAGES 24-25 WAS TAKEN AS 7HE 8lSIS OF BEARINGS SHONN HEREON. LEGBVD: � FWND 3/4' IRON PIPE W/ PLASTIC PLUG 'LS 7701' & TAq( PER CORNER RECIX2D i1811 AD AREA DRNN B.S.L BUILDWC SETBAp( LJNE PER 59 MAPS 25 BW BACK OF WALK CLRD CENTERl1NE OF ROAD CA CLEANWT CONC CONCRETE C&G CONCREiE CURB AND GUTTER (STANDARD) cry c�e� ry � � ELEV EIEVATION 194.45 fF FINISMED ROOR I R FLOW LJNE � GAS ME7ER t 195.59 �D GROUhD � CLRD LC LJP OF CUTTER RET. WAIL RETAINING WALL R/W RICHT OF WAY � I SL STREET LIGHT - ELECTROIJER SSCO SANITARY SENER 0.EAN-WT 7BC TOP BACK OF CURB 195.61 � U/G UNDER;RWND / y I yM WATER METfR BO% -E- �CTRICAL LINE / r' -G- GAS LME � -55- SANITARY SEWER L1NE 4 I ^ -W- WATER UNE �y �N - y DIMENSION NOTE: THE DIUEN5i0NED SETBACKS SHOwN ARE uEASURm fR01A THE �� CONCRETE FWNDATION. iRUE BUILDMC WALL DIMEN90NS NEED TO BE :IELD VERIFlm PRIOR TO OE9GN AND CONSTRUC710N. 197.OB £ tCg�g,�p3 \ O � / 'Lr � �..I � / � � < 1 �/ f m � 'eo 6g B '9JJ 4 199.05 � � � '1 UTILITY NOTE TNE UT7LIilES E%ISTING ON 7HE SURFACE AND SNOKN ON TMIS DRANING 1� �� , 2�5 NAVE BEEN LOCAIFD BY FlELD SURVEY. ALL UNDERCftIX1ND UTILITES SHONN ON 7H15 DRANINC ARE FROIA RECORDS OF 1ME VARIWS UT7UTY 2pQ / �� COMPAMES AND T7E SURVEYOR DOES N0T ASSUME RESPONSIBIUN FOfi THEIR COAIPLETENESS, PI�ICATED LOCAPON, OR 9ZE. RECORD UTILITY �B � 9'89 � LOCA710N SHWLD BE CONFlRMm BY EXPOSING THE UTIIlTY. 200.53 f 1.11 \ ��O N , �� `? . ( 'TREE � 5l vC�t� �. 3.22 n � ROBER7 C. HUT7[NI v O b 4 �'��D LS 545{ / / `�OJ ..� f � � r EVD.9-SO-20 � 7 ��O/Zou S N � � � �jys-J ry '� � N � ^'� 1 C 'JF a� CAU�°°�+ REt. g] $� N � �� 9� � 2 �.00 \ oeox ti �, : � e 0 i N � P� � �� B L O 7 ] 2 JO& 6089-11 OWG 6089-fBJ av .iu 0 PG & 1 �� FACE OF FRP,MING �"X� ¢ CENTERLINE �� FACE OF FINISH, CLEP,R DIMENSION �� ALIGN FACE OF FRAMING �� ALIGN FACE OF FINISH ELECTRICAL PANEL & METER � PLANTER BOX PLANTER BOX � m � m � D ------------- x a /r — — — — — — K / m p �� 3T- t/4' � / � PROPERTY / LINE, TYP. / � I / , R� y t5 � � SfTp;y�� I K � �� i i � C PAV NG � �� CHIMNEY �� / �/ � � � � i � GRAVEL _ oo _ � pnv S � � WOODFENCE, OUT � � . . {' — — _ I .�-4- -� � ssco � �- � � I � O y �' _ � ' � � � ` �3..i � DS„ enn, v 20" PINE � � 26'd 3/8' —� — — — — — — — — — — — — — — — — — — — — — — — — — - G R AV E L ` �CONCRETE � p 1� �- PAVING � \8' PINE 1 . . I � � � � O I � T CLUSTER� � __ � � dD I � � 1 � � � � ��OUTLINE OF ROOF � � ABV.TYP. � , -rrr� � � , � � � �� I �ABOVE II �ABOVE �� FRpN pFiOSETB� I ATfjIUM I I , A:479:89 sq R� I� ; - -� �- -�- -I - j- �- - 0 -" � CARPORT j I �/ � SWGLE-FAMILY RESIDENCE I I I � i A 32521 s Il 1 3088 ALCAZAR DRIVE ` � a2.ia2.2asqn 1 I � � I I � — — — — —� � �25.� SETBAC � _ _ _ � ��ppR�R�$IDEBY-SIDI � \ / � � � \ � � � �CONCREf� � X DRIVEWAY1� / / \ � � GARAGE I / \ 1 � n 2s�s� sq n �c - - - M� � � SSCO � j � 33'-9 5/76^ � I�I 0 � ` �� — 6'DS G S� 11 ..� 1 — — — — — — noRt�� POOLCABANA � A 529.69 sq Il � I 3e / / �'j � � I POOL w '� � � � DECK a � O � 3 � I �� I I / _ I CONCRETE � � �L� PAVING 2 � - � ----- DENSEBRUSH CONCRETE PAVING CONCRETE RETPJNING WALL POOL EQUIPMENT STORAGE SHED/ A 288.82 sq ft wpO�/ ,..� ' 1 `' / / 1 � � TILE � I ��% � ��DEB� � r� � � 1 y NOTE: � P1L CURB, GUTTER, DRIVEWAY. AND SIDEWALK FRONTING SITE SHALL BE REPLACED. PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTION; v AND INSTALLA NEW A" LATERAL SEWER LINE. ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE SHALL BE INSTALLED � PER CITY STANDARD PROCEDURES AND �3 SPECIFICATIONS,ANDANYOTHFRUNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-0E-WAY. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE DISCONNECTEDAT THE MAIN PER CITY RE�UIREMENTS. AN ENCROACHMENT PERMIT WILL V� BE RE�UIRED FOR THESE ITEMS. DRNEWAY CURB CUT 'IJJ�-til.�lJlJ�' / GP,S METER TO BE RELOCATED �T. fREE \ ,� \/ / � 1 EXISTING SITE PLAN A0.0 SCALE:1/8" = 7'-0" � — �- _� '�� :�: . i. � H OWNER Edmund & Patricia Lee 3088 PJcazar Drive Budingame, CA94010 SURVEYOR B 8 H Surveying, Inc 901 Wattertnire St.. Belrtront, CA94002 Phone: 650.637.1590 STRUCTURAL ENGINEER Daniel A Bastiao, P.E C71442 P.O. BOX 1891 Union City, CA 94587-6891 Phone: 510. 676. 8457 (Office) Email: Oabasliao(@g mail. com ENERGY CONSULTANT Energy Compliance Services 5702 HersholtAvenue Lakewood, CA 90712 Phone: 562.461.3749 Fax: 562.461.3745 W J go U_ � � � 0 � w v � p >� pjf �� Q O �U� � W � M i z � Q� � � —� Z O � � Q� � W o°Oo��.: W � «�mQ Accepted Fa Owner By: Drawin Recortl / Revisions # DATE DESCRIPTION - 04R6/21 HACPSUBMITTAL 7 07M8l27 HACPREVISIONI _ _�_�_ _ - -�-�- -- - -/-�- — '- -�-�- -- Checked by: Drawn by: JCK KK, NV, TJ Proed No: Issue Date: 2013 07/28/21 N� EXISTING SITE PLAN A0.0 Sheet No.11 of 51 0201516 by KloptArthdeclure, e CACorp. n D 3 DOWNSPOUT W/ SPLASHBLOCK, TYP. A0.1 SCALE:1" = 1'-0" DONRJSPOUTS SPLASHBLOCK, SEE DETAILeTYP. A0.1 NEW SOIL OR SOIL REMOVAL MAY BE REQUIRED TO ACHIEVE REQUIRED SLOPE- V.I.F. <D:Yiy:7[�l:a � � PLY, SSD. - NOT TOUCHING CONC. � P.T. S�LL PIATE, SSD. �y:tly:7CiI'a ��i,��y:ir.�:a� �� TYPICAL SLOPED GRADE @ BUILDING PERIMETER A0.1 SCALE:3/4" = 1'-0" \ — __ N •� �� -�l]]_ ��aa �r PLANTER BOX PLANTER BOX y m�'�� ssco ��- T Q� O D 1� RC — ��.�, �� )DS [J �S �i EM� � I 20" PINE �cp� I � 26'-43/8' — — — — — — — — — — — — — — — — — — — — — - — — — r , � � CONCRETE � PAViNG I � � mm � � 8" PINE �, / � p: � I � � L: , �� ouT 31'-R 1/4' � � OFF � � I + I ABV I AREA OF � I � � ADDITION: � I I 53.58 sq Il � � � I i i l , �� 1S � I � ~ I " 9 � � � � '�S�qcK I �' I�I� i. x II x �..los ��' � � � I . � �� I � ' ATFfIUM � � � � PROPERTY LINE, TYP. SLOPE GRADE AWAY FROM BUILDING, NP. SEE DETAILe TYP. A0.1 NON FRUIT OR NUT BEARING 24" BOX SIZE LANDSCAPETREE • J �� a O � � n: aislss sq rt � � C PAVING � — — — — — — A— � �i — 7 — F— � — � � ! I 3088 ALCAZAR DRIVE � � � I CARPORT �� SINGLE-FAMILY RESIDENCE I ` A 325.21 s fl I � t A: 2205.50 sq R I � tl � � I 1 � � ��_ P _� , i � do Tyyp-CP / RC __________'________________'__ �yOD� I REDUIRED PARKING #1 � � 70'X20' � � r � i ' � GARAGE � � � G�� AVE S I A:578255qIl � � � � � i ----------------------------- I REQUIREDPARKING#2 pSSCC 10'X20' . � p I�� ll�� a (�I'�� POOL CABANA � � � g � � � �' . A: 529.69 sq E J � / AREAOFADDITION: (NO CHANGE) � 205.09 sq R // pUIF � � � WOOD POOL �, �-pg _ DECK � � (NOCHANGt� CONCRETE r � PAVING I I � � � � '�'L� CPAVWGE � — �- �� DENSEBRUSH � 1 DIMENSIONING LEGEND *—X=x—,� FACE OF FR4MING ¢—X=—¢ CENTERIINE � X'-x � FACE OF FINISH, CLEAR DIMENSION �� ALIGN FACE OF FRAMING I J ALIGN FACE OF FINISH --I � ELECTRICAL PANELTO BE UPGRADED TO 200 AMP SERVICE , PG 8 E VAULT �g3��% i�0 � ' � � � O I I! (�� \ 8" TREE �i . "—� fl , t \ - II I \ ° i � NON FRUIT OR � � 7" TREE � NUT BEARING 24" BOX SIZE LANDSCAPETREE S?9- �� g�� i1 �� RpO. .ETB �K � IA �II N � DRIVEWAYCURBCUTTO (o YVM REZ• ADDITION TQ.At1GN WI (� FRONT GARAGE WALL DRNE-ABLE SURFACE TO BE EXTENDED; MATERIAL T.B.D. SEE DETAIL ��TYP. HEAT PUMP LOCATION TO BE VERIFIED IN FIELD (HEAT PUMP SHALL BE LOCATED WITHIN BUILDABLE AREA); HEAT PUMP SFiALL HAVE A MAXIMUM OUTDOOR NOISE LEVEL (D&4) OF SIXTY (60) DAYTIME (7:OOAM-10:OOPM) OR FIFTY (50) DBA NIGHTTIME (10�OOPM-7:OOAM) AS MEASURED FROM THE THE PROPERN LINE, PER BMC 25.58.050 �� ALTERED SITE PLAN A0.1 SCALE:1/6" = 1'-0" W� � � � � � � � %� � � � 1 l � /` � � � � ' TILE 1 ... � � NOTE: r ALL CURB, GUTTER, DRIVEWAY, AND SIDEWALK FRONTING SITE SHALL BE REPLACED. PLUG ALL EXISTING SANITARY SEVJER tATERAL CONNECTION v AND INSTALLA NEW 4" LATERAL SEWER LINE. ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE SHALL BE INSTALLED �I - PER CITY STANDARD PROCEDURES AND 9�n�, — SPECIFICATIONS. AND ANY OTHER UNDERGROUND �9 ' UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. ALL ABANDONED SEWER L4TERAL OR WATER SERVICE G SHALL BE DISCONNECTEDATTHE MAIN PER CITY RE�UIREMENTS. AN ENCROACHMENT PERMIT WILL m BE REQUIRED FOR THESE ITElAS. OWNER ECmuntl 8 Patricia Lee 3088 Alcazar Drive BuAingame, CA 94010 SURVEYOR B 8 H Surveying, Inc. 901 Wattertnire St., Belmont, CA 94002 Phone�. 650.637.1590 STRUCTURALENGINEER DanieiA Bastiao, P.E. C71442 P.O. BOX 1891 Union City, CA94587-6891 Phone: 510. 676. 8457 (Ofice) Email: dabastiao�gmail.com ENERGY CONSULTANT Energy Compiiance Services 5702 HershoRAvenue Lakewoo0, CA 90712 Phone: 562.467.3749 Fau 562.461.3745 W J � � UO � � � � Q�� >rn ptj J� Q 0 �U� � W � CMYi � �0 �zo �� Q� 0 W a°Oo�Z O � a W � ch o0 Q :cep[ed Fa Owner By: _ _�_�_ _ - -�-�- — - -�-�- — Checketl b : Drawn by JCK KK, NV, TJ Project No: Iswe Date: 2013 07/28/21 N� ALTERED SITE PLAN A0.1 Sheet No. 12 of 51 C201S18 bv KbD/A�chite wre. e CA Ca 4 4 4► Q ..,,.� Q 4 Q Q . : . �Y ,. o o�. �/ o�---- l_� \� \J � O— - --I- — � � 8.69' i 5.36' 0.43' I 4.13' I 2.45' I . .._, ,�. . �, . _. _ _. _.; . _ _. •. _.,.. Y� ..�._ : , ':i: ' , , � _,_. .__ - � � '...J.,:_. ..-.:."_. _-..�..-"._...._'. . '.�:_ ..:..:I_ .._ . _ _ . . . .. _ ..._ -- � I _ — — — — — — — — — — — — — — — — —'_ _ _ _ _ _ _ _ _ _ _ — _ � _ _ — — _ — _ _ _ . _.' _ . . _ . . _ _ _ . _ _ _ — _ _ _ _ —.7 .: �.., � _. ....: � _' � � C _ _ _ _ _ �. —._..,—. —, � __ ' '_' _, _'_�.�."._ _ _ _ ._ — _ � _ _. "' '". ... � ._. - . _ — — �_._.�_.----._—_—_--'—r___' ___'__`.__�.,�.'_'__ " ___�__. � \ / \ / � \ / \ / -_____________________________�____ _ _ _ _ _ _ _ _ � II A OVE II �ABOVE I — - ��rr � i�� — �� — �� I �� — = I �� __________________ _____ ____�I I II 9.35' I I -- -- _ ... .- *-------------------- �---- II i .. ._ , . . _�I,:.-. II 1 I � � II II I LC:1 6 —- ------------'�=-—II _ �-- �----��----�-- �� ' II �� . � ii ii ii --- �___`'_____________________________�� i �i n II � ii u n . � �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � : 67 II II I � - 1� _ _ _ _ _ _ _ _ - -�-� — — — —� � — — — — — - �- - - - - - - - - - - - - - - - - _� - - ^ - - - - - - - - II II I --- li � i, _ _ . . - �i �i �� -- _. �� - Q .. . - ._ _ ._ ._ _ . . .. ._ . , , C — _ _ _ _ _ _ _ _ ' _ _ — — — — — — — — — — — — — — — — — — — — - — — — — — _ _ — '_ i _ , _ _ _ -' - . � — ' H.2 � WALL LEGEND � WALLSTOREMAIN [_ �� WALLS / ELEMENTS TO BE DEMOLISHED EXTERIOR WALL LENGTH CALCULATIONS VYALLLENGTH REMNNING LENGTH � 1 �58.85 - 8.69 � ri`� 5.36 �� 0.43 C� D � �.-. _..E.:-\::-�,=�-- :a WALLLENGTH VW1LL LENGTH TO TO �/ — - \.J e.z 15.05 58.9 �.� 265.M 265.44 137.35 51.74°/. ' i' a-- --- ------- ___ --�--�-'- ------ I _ ._ _ . _ _. _ _. _ ---- — ---� IF 16.65' ll 3.81' 2.08' I I .. � I `I , ,. _ .. _. _ _ _ __ : . .I __ _ . ' . _ . __ WALLG58.90'_ _ _ . . _ . . _- .�i ._ � ..� ��. _ . 8 I 7 I � 5 4.5 �4 3 2 1 ...•. . � \� . � / 1 \ EDESTING/DEMO EXTERIOR WAII LENGTHS A0.2 SCALE: t/4" = 1'-0" - - 72.78 �.�'� 9.36 -�^^--. 76.62 _ " .,-_. � ...�9:Q? _ ' 1.71 122 2.08 3.81 �"'-""' 16.65 OWNER 75 � Edmund 8 Patricia Lse 3088 Alcazar Drive 7.38 BuA�ngame,CA44010 137.35 SURVEYOR B 8 H Surveying. Inc. 901 Wattertn�re St., Belmont, CA94002 Phone: 650.637.1590 STRUCTURALENGINEER Darvel A Bastiao, P.E C71442 P.O. BOX 7891 Unan CAy. CA 94587-6891 Phme: 510. 676. 8457 (ORce) Email: dabastiao@gmail.eom ENERGYCONSULTANT Energy Compliance Services 5702 Hershott Avenue Lakewood, CA 90712 Phone: 562.461.3749 Fa�c 562.461.3745 W J Q_ O U_ �� Q^ � 1�1� � W � J pW z � G G W � 0 O � � � Q O �U� � M Qu1 ly QM � QZo ap�Z � � d M m Q 'ro ed No: Issue Date: 2013 07/28/21 EXTERIOR WA CALCULATIOP A0.2 Sheet No. 13 of 51 � L�'iIJ � 0, � O� \J � � 0� 0� � u _ _ , fl , R DS I I � _ .t : ' . _ . . �S I I ... , EM/EP _ _ _ _ _ _ - �.`.�_�_�_.�_' �.��.. �_...._ .-� - �:..._. i' _ _ __ ._.. _ .. _. . - _ � F. ' .� . .� � ._ i _ i. ._ _ _. � ��_ .. .. _,. � � i;� . . ,} . ... , .._ ... . .... � ...� _. _. .. ._ _ . ;_ � ,,_� . . i - . . _. , 6. :•_ i. - - { . ..� ; ,_ � ;. �� , ,. .. �,�� i � �c,�., .. i _,��.._� -„ � :.. . � .. . _ -..� ., .. - . 'i: � _.. _. _ �:.. - � _ „ � � C____-_ . ..-"-� � ;i � . ._ . " _ _ _ . ,�.. .. '; . . . . i -_---___- ;-___-__ - . .. . . � �:.. _.._ _ _ '�� __ . - i' � ,. ._-.� . '- - - - -�- -- -, . .. . . .. . - _ . _ . . .. _. _. � I �� ' - - - - - - � ._ . . - - - � ---- . �..- I: l ...�, <... � - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ]- - - � - - - i �! . " � � . �I L�.. �..,.._ !i _ _ ..__.�._ .. � • _ — — — J - C_ - - _ _ _ -.-_'._ _ _ - - _ _ _ _ _ - - �_ _ - _ _ _ _ _._ _._ _ � _".�.- _ _ _ _ _ _ _ _ _ - - _- _ - _ _ - _ � "_' . . . - . � \ / \ -._.,; / DS � � - � . �� v / ��j d - - - - - - - - - - - - - - - — — — — — — OPEN TO OPEN TO — - =_ __ __--______-_ �, \'v �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — � - _ - �� r — — —' — — — � ; I I-� ABOVE I I ABOVE I I _ I�� - �,II�� - � �� ,- II , �� . ` Z :� � �� ------- , _ -----------,----�� . z ., � �� - ----�- �-=------------------------ �.z - �� ; II 3 � '� LI -�. . - � CARPORT I I I I ' ' '�� ROIlAMATICROOF f � , - �I �, I I I I ' _ I . . . . � T� �I. :_ .. . COVERINGABOVE: .. _ — — � � aa.niE�s,rw.cKa � �' —II— — 1L — I� TERRAZZO f MpTORT08E � �� II ( F�OORING TO BE� II REPLACED . � REMOveDnriD I II II � REPL4CED � `-- -'+. ' i THROUGHOUT, TYP. � ATRIUM II I I I I I — �___`=`=-==------------------------�� d :� n ii n ---------:---- - . II � �� : � ,�. __ _________________________,--'__� ; ii ii n �t=====___ - ----��----µ--- _ `! � O : ",' i ii ii �_____ _________________�-_—_ ________ ___� _—. , ,., -- , . ..._ �ii ��. - � �. , , nP. . I ` ,; ,, _ ii 3i . � � ..._,, , _ , ,. � i �.- -.. _ _- �i - — -_ �� - �c---- ------ ------ -- -- ------- ---- — ---- �:�- _.-_ _ " ". j _ _ _ - LY _ _ _ _ _ .,....�._ . . � H2 O 'rU' � BZ ooR .:. , _ - e weR� , � p i- —.' _ - _ - - - "_'__�_ .. .;�.- _;'.__ _ ��I � ._ �._._,-J.._ � � �-. _�..� _- _ _ _ � ' - - �_ - _ I ..�.-`-.._ .r � �-�-�� - - - - "—'— - - - - - A I I _ I � , . � ' ; , �-:.,� ' � ,., '. ._ `.-. ' d d DS _ _ � I I _ -81/16' � I � -. ' . - II �'. _.. , . .. . , ... , . . . . _ . _ .. �/ �/ \/ 1 � ' 3 1.5 4'•11/4" 4 3 Z �.. ,'�, �. A3.1 A3.0 A2.1 _ .. _ _ ._ _ __ _. ._ _ __ _ _ _ _. _ .' __ __ __ __ _' ', _ ----------------- -- ------� , '1 i 1 EXISTING/DEMO FLOOR PLAN A�'� SCALE:1/4" = 1'-0" DIMENSIONING LEGEND L�—x—X—� FACE OF FRAMING 1--x'X-1 CENTERLINE Y 7 k X�� FACE OF FINISH, CLEAR DIMENSION �� ALIGN FACE OF FRAMING t_J ALIGN FACE OF FINISH WALLLEGEND O NEW WALLS ,_ _: '_� WALLS / ELEMENTS TO BE DEMOUSHED O EXISTING WALLS — — STRUCTUREABOVE �: rv� sv a*:q. , � � H OWNER Etlmund d Patricia Lee 3088 Alcazar Drive BuAingame, CA 94010 SURVEYOR B 8 H Surveying, Inc. 901 Wattermire Sl.. Belmont. CA 94002 Phone: 650.637.1590 STRUCTURALENGINEER Daniel A Bariiao, P.E. C71442 P.O. BOX 1891 Union City, CA94587-6891 Phone: 510. 676. 8457 (Ofice) Email: dabastiao�gmail.wm ENERGYCONSULTANT Energy Compliance Services 5702 HersholtAvenue Lakewootl, CA 90772 Phone: 562.461.3749 Fax: 562.461.3745 W J Q z U� � f— o 0 � p >rn oZf J�QO � U � p W �M � � O -JZO � � Q� � W o�a W � «�mQ Accepted ForOvmer By: Drawin Record / Revisions # DATE DESCRIPTION - 04/26/21 HACPSUBMITTAL 1 07l28/21 HACP REVISION 1 - -�-�- - -�-�- — _ _�_�_ _ _�_�_ Checketl b : Drewn by: JCK KK, NV, TJ Project No: Issue Date: 2013 07/28/21 N� EXISTING/DEMO FLOOR PLAN A1.0 Sheet No. 14 of 51 m201618 by 1(IoplArthRecNre, a CAGory. , , , 4 � � A3 1 ^ A3 0 1 � ^ ^ ^ Y �Y T T 7 0 � �� $' � � � /� /� �Y /��, �� 4,�` "1 � ` DIMENSIONING IEGEND `�' S� ,� 7 (�/� �� FACE OF FRAMING I I � � I 2 : 5 Z � 4.7 �: Z 4 o3 Y Y A3.1 � � A3A � � v A2.1 O� I U,�� `-� Q�G, �-� CENTERLINE II � � a J � k- x=x -� FACEOFFINISH,CLEARDIMENSION . . I WALLFR4MINGTO t7J1� 9'-J12' \ iV ALIGN W/ (� t� FRAMING (� WALL F ING TO ALIG W/ �� ALIGN FACE OF FRAMING GRIDLINE 5 I � (E) FR4M G(8� GRI N 4 � • � I ELECTRICAL SERVICE TO BE rr = _ _ _ _—j� _ _ _ _ _ _ _ — _ _ =p --� = _ _ — �I UPGfiADED TO L� A�JGN FACE OF FINISFi {�� 16 18 � 0 O� 23 DS �� 24 I 20QAMP. II Rp 2 EXT4 � 15 �1 19 �� 21 � �E� � EM/EP I O—'—'--- I� - - - - - - - - - - il -'----� �b NEWWALLS---�.. WALLFRAMING TOALIGN y W/ (� FRAMING (� II EXTY BATH 1 N13 r � w GRIDLINEH Z p (I r--��. yJqLLS/ELEMENTSTOBEDEMOLISHED FIBERGLASS INSULATION — II 13 '-10' �� , > p (8 ALL NEW 8 ALTERED r _ _ V I.E �Ac�, I � � . 7YPES E EN RGY II � 74 �,,' Min- � � II O EXISTING WALLS PRIMARY REPORT FOR MORE INFO II DS r ,-2" 2'- � , BEDROOM I -- STRUCTUREABOVE 74 X . H '---'---- F � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II H.2 II�f ¢ . . - - - - - - - - - - - - 1- - - - - - - -�= t- - - - - - - - - - - - - - - - - - - I - -L� - -{-� - - - - - PA RY � . L J ' L -�y,q�LFRAMING Ct FIREPLACE I � II TMP. U.O.N DW BEDROOM t w� W TO ALIGN W! (E) Zg II WALL FRAMING TO CLOSET DOOR m �� 0 gEp,M EQ EQ. 3' ALIGNW/(E)FRAMING ? KITCHEN LL� FRAMINGTO � p{�MpRY . a � GRIDLINE 8 II C� � p CLOSET � � I G�iIL-'��"� n �✓^ � ALIGN W/ (E� 8 E N C H POST, TYP. SSD. 73 � r COOKT�OP, � B� ¢ 3 / t 2 4' '�;�'—'—" Ik_--_-_ -_ �T.___O � DYLJ__- __-PlWTR ---- ----N74-_ r ,� -- , -- � I� v _-- I "—'—_-�G� ,�,.�Ev��a1� GHT _ 4' r ANITV y � i� �J � � ;� _ J �J "r'GJ P i' �'----'-- -- --------------- , CLOSETt L JW _� � �i _ _. _ �� DOOR. B T H R O O TEMPERED SHOWER •73/4" I I �ABINETS �� L�j OVENS� O �'�-� I �> � YOPENING I� ENCLOSURE,TYP. �� ___"' " MAX. N9 r_'_' i 3. 73, N12 � � N77 2.4.� . 1 8 I' �� ' i AF.F. � � W�Z 11' �� a� I m CURBLESS SHOWER W/ IIO / �\ ( O � il H LINEAR D3�� IN, NP.; SEE s o� � _- 1 p•- • r--, HALLi N15 ih �ua�l l=�) — N� II DETAIL� 4 -' . ^ A3.0 '—'_ ( � - _ _ _ _I� I _ _ _ _ -I_ . A6.6 AJ.O � �J - � - � --_ _-_ � I_ . - � _ .—.-- _ EAVEUGHTING ATALL II �NL - J �riIGHTABV..TYP. - - - - -L - - 31 � 33 � 5 Rt� \ / � \ / ��E) I '--- � EXTERIOR LANDINGS. _ _ _ _ _ _ = 7 _ LIGHTS TO BE ON � - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ / � I I / � - SHOWER WALLSTO BE COVERED W/ASMO PHOTO/MOTION D � P Rg I I I ryqRD NON- ABSORBENT SURFACE INSTALU SENSOR OR DINING ROOM I II r OI � \�� \�I I I OVER A MOISTURE RESISTANT UNDERL4YM ASTRONOMICALTIMER, II I� II II� II II II �y I I TOAHEIGHTOF6'-0"ABOVEFLOORIDRAIN TMP I II OI I ' I I I I I �NLET, TYP. I II 1�2 2 II R7 RS � ii__ _____ ________ J=== _____ ====�i li �� FLOOR NG II II 3 II I I CARPORT I I I I I Z A2.0 -- —� 7HROUGHOUT, TYP. — — Ir ry�p � ROLLAMATIC -- I I — I I I il � _ -{� — 1 - �� P��s JL — —� � — t,-- — —I� II O � � I) � T BE R PLACED II R6 Ng Q Q II II II I - - - - - -7 3/4" I� I I) LNING ROOM �• �"��' �I I� AT� IUM II �f� I I I I I - AF.F. �, - - - - - - - - - - - - - - - - - - - - - II II I - - - - - - - - - - - - �"� ii ---� --�- ---- Q u ii ii ii RS � � � � � � � i _ n2.0 AF.F. - - _ _ - = a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 38_ _ � II II II � R3 I I I I I I i � II II II I TUBE STEEL POST TYP. OF 1L = � — � � _ � — — — � �— — — — I{� �J (4), SSD. �'\ — — — I I 1 r , 30 CN29) 28 R1 I �� II II I a------- t_— —L � ------------- —�— � \/ � � — — — — j — — — — — — — — — — — — — —� — — — — — — I ------ II - - ------- - I , - - � - --------------------------------------- - - , L J ��._J � ryq�� y N11 GUEST ROOM W I m VERIfY MIN. SIS" R--- - I -7 3/4" II O. TYPE "X" GYP. BD., �� -- ��I I � FIRE-TAPED 8 SEALED, IS irl g� I - M'�' ❑ PRESENT FROM FLOOR TO I � � I AF.F. � �= N18 � 8.0. ROOF DECKING ALONG � � � I O Z p FAMILY ROOM a THIS LINE - CONTRACTOR TO � � � II p a�� 3 INSTALL IF NOT PRESENT r 11 __ \/ __ p� I) � r _�� ------------ LJI i� '� inQ�� ---------- _ _____________r=�=�=_ ___�� --- - e.z B -- �F__ __ __ _____________ ___ �,wa- CONC. LANDING TYR R M3N. L J �� EXT 5 � �� \ �` II II W GARAGE � . � FIREPLACE w p RE�UIRED PARKING #1 �� I� 3p I i II � O� �, �(,j o, 70'�0� ___ II N ... ' _ __________'_'________'___"__________e_" _ _"'_'____ I - - ------------------'---------'----�------------'-"�� EQ. EQ. . - ---- ¢ �--- _ PTD. WOOD BEAM. ABV.. � �.. 3. i � � � II TYP.� Tue I q -I�== �- --- � _ — -------------- � �� --��_I,� -- � "—'-- ,, �----- ---- �i --� II 11 S I I EXT 2 10 S N9 N7 r,I \/ SLOPE TO MATCH (�, VIF. � �__��= i N3 I tl I I tl�E) NS 1/8":12"MIN. L J � \ �� I ��_ _ =I= = I—= _ _ = L = _ _ _ _ _ _ _ _ _ — ' . . � � I I WALL FRAMING TO 5'-9 3/4' � � � � y I /� /� �lWGNW/(�FRAMING ` � N6 � � _ _ _ _ � �yl N6 I I 8 I I 7 I 6 � GRIDLINE 5 5 4.8 4.7 i� e_ \/ \/ • i RE�UIRED PARKING #2 g•.� 3�g- �----�n'---------------------- -------------------------- � �^qq, �'—�k= rs�----(�—�---- --- I �J WALL FRAMING TO ALIGN W/ I CD II W I I� I �yH pOOL EQUIPMENT I � (� FRAMING � GRIDLINE 4.5 II I 11 I�_�J /� I � " —I� enT PUMP M — — N4 NS I — --�I "' — � _' d ouruNe oF L _ _ S _ _ _ ' _ J`� ROOfABV..TYP. z 2 4 A3.1 A3.0 qp.� 4.5 4 3 �3 � POST, SSD., NP. , HEAT PUMP LOCATION TO BE VERIFIED IN FIELD (HEAT PUMP SHALL BE LOCATFD WITHIN BUILDABLE AREA); HEAT PUMP SHALL HAVE A MAXIMUM OUTDOOR NOISE LEVEL (D8A) OF � SIXTY (60) DAYTIME (7:OOAM-10:OOPM) OR FIFTY (50) DBA .p .' ' � NIGHTTIME (10:OOPM-7:OOAM) AS MEASURED FROM THE THE PROPERTY LINE, PER BMC 25.53.050 �� 1 ALTERED FLOOR PLAN A1.1 SCALE: t/4" = 1'-0" :, : H� OWNER EOmu�d & Patricia Lee 3088 PJcazar Drive BuAingame, CA 94010 SURVEYOR B 8 H Surveying, Inc. 907 Wattermire St.. Belmont, CA94002 Phone: 650.637.1590 STRUCTURALENGINEER DanielA Bastiao, P.E. C71442 P.O. BOX 7891 Union Ciry. CA 94587�891 Phone: 510. 676. 8457 (Ofiice) Email: dabastiao(�gmail.com ENERGYCONSULTANT Energy Compliance Senices 5702 Hersholt Avenue LakewooA. CA 90712 Phone: 562.461.3749 Fa�c 562.467.3745 W J U� �� o O � � >rn �f J� Q � �U� p W Q'� �' ly�M Z 0 v�N � � —� Z O � � Q� � W o°Oo � a W � MmQ Accepted For Owner By: Drawin Recortl / Revisions # DATE DESCRIPTION - 04/2621 HACP SUBMITTAL 1 07/28/21 HACP REVISION 1 _ _�_�_ _— _ _�_�_ — - -�-�- — - -�-% -- Checketl : Drawn b . JCK KK, NV, TJ Project No: Issue Date: 2013 07/28/21 N� ALTERED FLOOR PLAN A1.1 Sheet No. 15 of 51 0201 S16 by Kbpf Arc�aecture, e CA Corp. � a-. - f G �._.- �/ � � REMOVE CHIMNEYf �- � � � _ � - H.2 )R � _ � � a� � �/ � �/ �� 4�5� � � � � i -----------------------, i � I � I � � � I I I � I � i ' i � i � � �� EXISTING/DEMO ROOF PLAN ' A1.4 SCALE:1/4" = 1'-0" DIMENSIONING LEGEND � X'-X' � FACE OF FRAMING i�b CENTERLINE � x'x �' FACE OF FINISH, CLEP,R DIMENSION L�� ALIGN FACE OF FRAMING �� ALIGN FACE Of FINISH r. , E' � � H OWNER EOmuntl 8 Patricia Lee 3088 Atcazar Drive Butlingame, CA 94010 SURVEYOR B 8 H Suneyinq, Inc. 9ot Wattermire St., Belrtrorrt, CA94002 Phone: 650.637.1590 STRUCTURALENGINEER Daniel A Basliao, P.E. C71442 P.O. BOX 1691 Union Cily, CA94587-6897 Phone: 510. 676. 8457 (Otfice) Email: Oabasliao�gmaii.com ENERGYCONSULTANT Energy Compliarrce Services 5702 HershoflAvenue LakewooQ CA 90712 Phone: 562.461.3749 Fa�c 562.481.3745 W W J Q Z UD � E- o 0 � � >rn pjf J�Qo �U� u1 r'� Z � Q�N � 0 �ZO �� Q� � W o�� W � MmQ AccepteA For Ovmer By: Drewin Recortl / Revisions # DATE DESCRIPTION - 04/26/21 HACP SUBMITTAL 7 0728/21 HACP REVISION 1 _ _/_/_ _ �_�_ _ _l_/_ _ _/_/_ CheckeC by: Drawn by JCK KK, NV, TJ Pro ect No: Issue Date: 2013 07/28/21 N� EXISTING/DEMO ROOF PLAN A1.4 Sheet No. 17 of 51 0201516 Dy KloptArchrtecWre. e GA Corp. 4 4 4 Q 4� � 4 I I I I � I I I I I I 0 RAIN � — — sKvucrir, nP a — - — ALIGN ROOF FASCIA I � �. (M PV U.O.N.: MIN. 6'ABOVE --- ROOF: CONSOLIDATE VENTS INTO AS FEW PENETR4TIONS AS POSSIBLE, NP. a- \J PATCH ROOF @ � REMOVED CHIMNEY TO MATCH(� 4 I � Y 48 47 (4) �3J ( � � � � Y I I I I I I I I I I ! � I I I I , I I I I OD OD OD F— �� Rp° (� ° RD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -`—� - - - - -� - i :D (� � � � � I � I I I I I I I I I I I i S � I __�______ � I I 70 � O A4.1 oPV WAL� � ALL S3 � I � � 1 s �s � I na.1 / I TyP cuss n LO W-SLOPE SPRAY � / FOAM ROOFING, R30 � ` MiN.; rvP. � � � � P� I � _ _ ° G�ss � � I rP. �- ---------------------T------------------- � I �� OPEN OPEN �� RD o OD � i � -- i� i� / i / / � � i � i � � � ` FIBERGLASSA ROOF � W�, _ , � PMOTOR OBE& �� O' a a-� � ii yii � ii � � � POINT OF DISCHARGE 8 OPENING INTO BUILDING, tva. \J _ _ — FWE 8 FLUE CAP FOR GAS� FIREPLACE, TERMINATE 3'-0' MIN. ABOVE ROOF A MIN. 3" DIAMETER ROOF ORNNS, TYP. ROOF OVERFLOW DRAIN, TYP.; FOR MORE INfO SEE DETAIL e TYP. A4.1 �� , i, , y � � �"I ' -------------------I � �----- L------------------ �� i �i i � � � � � � � CLASS A � I LOW-SIOPE SPR4Y � � / FOAM ROOFING, R-30 � ± MIN.:TYR � I � I i i I Po I I � � () PPI � I �___`___ � I . � RD �— _ _ _I_ — _ — _ _ _ _ _ 1 — — _ _ __�—oRE' �— — _ _ _ � I I �OD I I I I I oOD I I I 8 I 7� �6 ( 5 I 4.8 4.7 \/ �/ �J — . � � f .R �i� 4.5 141 ( 31 � �/ �J � SOLAR PHOTOVOLTAIC PANELS- SYS TO BE DESIGNED 8 PERMITTED SEPARATELY; MAINTAIN MIN. 3'-0" CLEARANCE PER STATE FIRE MAF2SH, REQTS.;SYSTEM TO BE INSTALLED 8` OTHERS - CANTR4CTOR SFWLL COORDINATE W/ OWNER'S SOLAF2 CONTRACTOR INVERTER 8 CONTROL SWITCH FOR SOLAR POWER, UNDER SFPARATE PE — — �J -- — H2 � FLUE & FLUE CAP FOR GAS FIREPL4C TERMINATE 3'-0" MIN. ABOVE ROOF; F MORE INFO, SEE DETAIL e, TYf A4.1 � � � 82 —�� ALIGN ROOF FASCIA � SHADED AREA INDICATES (N) ROOF STRUCTUREB ROOFING, TYP. —.—.—.� \ VENT FOR WATER HEATER _ _ �\ ��, �1� ALTERED ROOF PLAN A1.5 SCALE:7/4" = 1'-0" DIMENSIONING LEGEND �* FACEOFFR4MING �� CENTERLINE k X-x i FACE OF FINISH, CLEAR DIMENSION �� ALIGN FACE OF FRAMING L� ALIGN FACE OF FINISH :,, : � � H OWNER ECmuntl 8 Patricia Lee 3088 PJcazar Drive BuAingame, CA 94070 SURVEYOR B 8 H Surveying, Inc. 901 Wattermire Sl., Belmont, CA 94002 Phone:650.637.1590 STRUCTURALENGINEER Daniet A Bastiao, P.E. C71442 P.O. BOX 1891 Union City, CA 94587-6891 Phone: 570. 676. 8457 (Office) Email: dabastiao(6jgmail.com ENERGYCONSULTANT Energy Compliance Services 5702 Hersholt Avenue Lakewood, CA 90712 Phone: 562.461.3749 Fax: 562.461.3745 W W J Q Z U� � � o 0 Qa � >rn �f J� Q O �U� �w �M � � O `� Z Qzo � LL� a00o � Z O � a W � ch m Q Accepted For Owner By: Drawin RecorA/Revisions # DATE DESCRIPTION - 64f26/21 HACP SUBMITTAL 7 07Y28Y11 HACP REVISION 1 _ _�_�_ _ _ _�_�_ -- _ _�_�_ " _�_�_ Checked by: Drawn by� JCK KK, NV, TJ Pro ed No: Issue Date� 2013 07/28/21 N� ALTERED ROOF PLAN A1.5 Sheet No. 18 of 51 C201S76 bY KbOfArcNeclve, � GACap. 0 EXISTING REAR ELE\ SCALE:1/4" = 1'-0" ADDRESS NUMBERS SHALL BE A MINIMUM OF 4" IN HEIGHT, 12" IN STROKE, ON A CONTRASTING BACKGROUND FASCIA, TO MATCH i� PTD. VWOD BEAM,� rvP PTD. WOOD SIDING PPJNTED WOOD SIDING @ GARAGE DOOR TO MATCH ADJACENT SIDING, TYP. 74'-2 15/76' GAS FIREPLP,CE FLUE 8 CAP, 3'-0" MIN. ABV. ROOF SURFACE, TYP. SKYLIGFiT, TYP. 6" MIN. SEPAR4TION FROM GRADE, TYP. _ . .. .. . .. . _ .. .. LZ_ \ ALTEREDFRONTELEVATION � � SCALE: 1/4" = 1'-0" � EXISTING FRONT ELEVATION �'� SCALE:1/4" = 1'-0" AREA OF ADDITION �i y n O�. ._ RS - R7 ��. ,;��T.OB � T.OB �--.�- T.OB � � � R8 � � R� �� . LOB��'�y 0' DIMENSIONING LEGEND -,�' x"�� FACE OF FRAMING A X=x � CENTERLINE l� �E--X��--� FACE OF FINISH, CLEAR DIMENSION �� ALIGN FACE OF FR4MING L� ALIGN FACE OF FINISH �� , :. ; y` z� ' � Xi' . � � H OWNER ECmunO 8 Patrida Lee 3088 fUcazar Driva BuAin9ame, CA 94010 SURVEYOR 8 8 H Surveying, Inc. 901 YVattertnirc St., ' BelmorH, CA 94002 Phone: 650.637.1590 STRUCTURAL ENGINEER DanielA Bastiao, P.E. C77442 P.O. BOX 1691 Union City, CA 94587-6891 Phone: 510. 676. 8457 (Ofite) Email: Cabastiao�gmail.com ENERGY CONSULTANT Energy Compliance Servites 5702 Hersholt Avenue Lakewood, CA 90772 Phone: 562.467.3749 Fax 562.461.3745 W W J Q Z U� � r � Q/�� >rn I..L� � oZj �� Q � � U � � W �M � _ � JZo � � QJ � L.L� a00o � Z � �Q� W � c� m Q Accepted For Owner By: Drawin Recortl / Revisions # DATE DESCRIPTION — 04/26/21 HACP SUBMITTAL 1 0728/21 HACP REVISION 1 _ _�_�_ _ _�_/_ — _ _�_�_ _ _�_/— C�ecke0 D : Drawn b : JCK KK, NV. TJ Pro eq No: Issue Date: 2013 07/28/21 EXISTING 8� ALTERED EXTERIOR ELEVATIONS A2.0 Sheet No. 19 of 51 O201S16 Ey KloplNMilecture. � CA Cory. 4� ALTERED REAR ELEVATION �'� SCALE:1/4' = 1'-0" ALTERED GARAGE SIDE ELEVATION SCALE:1/4" = 1'-0" CHIMNEY, DOWNSPOUT, �3 \ EXISTING GARAGE SIDE ELEVATION �'� SCALE:1/4" = 1'-0" i� 14'-2 15/i6' GAS FIREPLACE FIUE & fG qi 2 f5 T.O. RIDGE CAP, 3'-0"ABOVE ROOF, NP. SKYLIGHT, TYP. FxPoseo senat. TVP. ALUMINUM FRAME WINDOWS, TYP. UPGRADE ELECTRICAL PANELT0200AMP 2 ALTERED BEDROOM 2.1 SCALE:1/4, = 1'-0" ` 24 1 23 ti � Ilill ``;�a � \16'. IuJ� ��iu �...� Ie�i MIN. NET CLEAR OPENING, 20' MIN. WIDTH 8 24" MIN. HEIGHT, TYP. . AREA OF ADDITION PTD. WOOD FASGA, Tva. . � � PTD. WOOD BEAM, � TYP. ' RAIN CHNN, TYP. � PTD. WOOD SIDING, ( TYP. i o- 6' MIN. SFPARATION fROM GRADE, TYP. DIMENSIONING LEGEND �� FACE OF FRAMING �"x ¢ CENTERLINE k X- � FACE OF FINISH, CLEAR DIMENSION �� ALIGN FACEOf FRAMING L� ALIGN FACE OF FINISH 7 EXISTING BEDROOM SIDE ELEVATION �.1 SCALE:1/4" = 1'-0" � � H OWNER Edmund 8 Patricia Lee 3088 Alcazar Drive BuAingame, CA 94010 SURVEYOR B 8 H Surveying, Inc. 901 Wattermlre St., Belmont, CA 94002 Phone: 650.637.1590 STRUCTURALENGINEER Daniel A Basliao, P.E C71442 P.O. BOX 1891 Union City, CA94587-6891 Phone: 510. 676. 8457 (Offce) Email: dabastiao(H�gmail.com ENERGYCONSULTAN7 Fnergy Compliance Services 5702 Hershott Avenue LakewooC, CA 90712 Ptione: 562.461.3749 FaX 562.461.3745 W W J � Z U� � � � O Q� � >rn pZf ��'QO �U� � W � M i � Q � z U ¢U` c� � � -'Zo 0 W o�a W � c� m Q Accepted Fa Ovmer By: Drawin Record I Revisions # DATE DESCRIPTION — 04/26/27 HACP SUBMITTAI. 1 07R8l21 HACP REVISION 1 _ _�_�_ _ _�_�_ _ �_�_ _' _�_�_ CheckeC Dy: Drawn b : JCK KK, NV, TJ Pro ed No: Issue Date: 2013 07/28/21 EXISTING 8� ALTERED EXTERIOR ELEVATIONS A2.1 Sheet No. 20 of 51 0201 Si6 by qopf Arc�ileCure. e CA Cory. 0 DIMENSIONING LEGEND �' X�=x ,�� FACE OF FR4MING �� CENTERLINE �� FACE OF FINISH, CLEAR DIMENSION �� AUGN FACE OF FRAMING L� ALIGN FACE OF FINISH 4 3 2 . ��___ _.__�_. 0 4 �SKYLIGHT, TYP. 1 s.. 3 i _ . _. 2 EXPOSED BEAM, ;��c�� 0 2 EXISTINGATRIUMELEVATIONS 1 ALTEREDATRIUMELEVATIONS '�'2 SCALE:1/4" = 1'-0" �'2 SCALE:1/4" = 1'-0" � . � H OWNER EdmunC 8 Patricia Lee 3088 Alcazar Drive Burlingame, CA 94010 SURVEYOR B & H Surveying, Inc. 901 Wattertnire St., BelmoM. CA94002 Phone: 650.637.7590 STRUCTURALENGINEER DanielA Bastiao, P.E. C71442 P.O. BOX 1891 Union City, CA 94587-6891 Phone: 510. 676. 8457 (Office) Email: dabastiao�gmail.com ENERGYCONSULTANT Energy Compiiance Services 5702 HershoRAvenue Lakewood, CA 90712 Phone:562.461.3749 Fax: 562.467.3745 W W J QZ U� � f— o 0 � Q � � �f J� Q � �U� u1 �'`� Z � a�N � O �zo �� Q� 0 w o�z o�� W � c� m Q Accepted For Owner By: Drawin Record I Revisions # DATE DESCRIPTION — O4/26/21 HACP SUBMITTAL 1 07/28/21 HACP REVISION 1 _ _�_�_ _ _�_/_ — _ _/_�_ _ _�_/_ CheckeC Dy: Drawn Dy: JCK KK, NV, TJ Pro ed No: Issue Date: 2013 07/28/21 EXISTING & ALTERED ATRIUM ELEVATIONS A2.2 Sheet No. 21 of 51 m201S16 by qopt ArchNeGu�e, a CA Corp. GROUP � I SCR. I �DWAREGROUP/NOTES 1. ALL PREFAB WINDOWS AND DOORS SHALL BE SRED FOR 2X4 CONSTRUCTION. 2. SEE 1,2,83lA5.1 FOR NPICAL WINDOW FLASHING PROCEDURE. 78Z1A5.1 SHALLALSO APPLY TO DOOR HEAD AND JAMB FLASHING. 3. CONTRACTOR SHALL VERIFYALL WINDOWAND DOOR DIMENSIONSTYJO WEEKS PRIOR TO ORDERINGlMANUFACTURING WINDOW AND/OR DOOR ASSEMBLIES. NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. 4. CANTRACTOR SHALL VERIFY �UANTITIES PRIOR TO ORDERINGlMANUFACNRING WINDOW ANDlOR DOOR ASSEMBLIES. 5. FOR tiARDWARE ORIENTATION SEE DRAWINGS. FOR HARDWARE SEE SPECIFICATIONS. 6. INSUTATEALL GAPS BETYVEEN ROUGH FRAMING AND WINDOW/DOOR FRAMES. 7. DIMENSIONSOF(E)WINDOWSANDDOORSAREAPPROXIMATEAND&4SEDONNOMINALSIZESASOBSERVEDBYARCHITECT. 8. CONTRACTOR SHALL NOTE REQUIRED MINIMUM U-VALUES OF WINDOWSAND DOORS ON FORM CF-iR OF TITLE 24 ENERGY 9. SLEEPINGROOMSSHALLHAVEATLEP.STONEWINDOWWITHTHESILLBELOW44'AF.F.ANDTHATMEEfSOREXCEEDSTHEFOLLOWING DIMENSIONS: CIEAR OPENABIE AREA OF 5.7 S.F., CLEAR OPENABLE WIDTH OF 20", AND CLEAR OPENABLE HEIGHT OF 24'. BOTTOM OF CLEAR OPENING SHALL NOT BE GREATER THAN 44" MEASUREO FROM FINISHED FLOOR. 10. DOORS FROM GARAGE TO HOUSE SHALL BE 20.MINUTE FIRE-RATED SELF-CLOSING, SELF-LATCHING DOORS WITH SMOKE GASKET SEAL. 11. SKYLIGHT MANUFACTURER & MODELTO BE VELUX FCM (FU(ED CURB MWN� AND VCM (VENTING CURB MWNn; SIZE VARIES: IAPMOES EVALUATION REPORTit0199. 12. FXTERIOR DOOR DIMENSIONS LISTED ARE UNfT SIZES, ASSUME 3/8' SHIM � HEAD & JAAABS. INTERIOR DOOR DIMENSIONS LISTED ARE NOMINAL SIZES. 13. NANDOW & SLIDING DOOR DIMENSIONS LISTED ARE UNIT SIZES, ASSUME 3/8' � ALL SIDES. 1!. WINDOW. DOOR, AND SKYLIGHT SIZES TO BE VERIFIFD IN FIELD BY CONTRACTOR PRIOR TO ORDERING KEY FOR INTERPREfING WINDOW & SKYLIGHT PSSEMBLIES (ASSM.): A-AWNING 8 - PREFAB POP- OUTBAY C-CASEMENT D - DOUBLE HUNG F - FIXEO FS- FIXED FIELD STOP HS - HORIZONTAL SLIDER H-HOPPER J - JALOUSIE O-OPERABLE TT- TILT TURN KEY FOR INTERPRETING KEY FOR INTERPRETING DOOR CORES (CORE): DOOR TYPES (NPE): GL- GLASS DOOR B- BYPASS DOOR HC - HOLLOW CORE BF - BIFOLD DOOR HM-HOLLOWMETAL BR-BARNDOOR L-LOWER D-DOUBLEDOOR SC - SOLID CORE G- GARAGE DOOR S!R - STILE AND RAIL P- POCKET DOOR R- ROLL-UP PV - PIVOT DOOR S - SWING DOOR SD - SLIDING DOOR KEY FOR INTERPRETING WINDOW, DOOR, FRAME 8 CASING MATERIALS (MATL): AL-ALUMINUM C -ALUMINUM WITH WOOD VENEER FI - FIBERGLASS GL-GLASS S•STEEL V • VINYL PG - PAINT GRADE DF - DOUGL4S FIR O-OAK P - PINE M - MAF70GANY CS - COMPOSITE W- WOOD WC - SOLID WOOD W/ ALUMINUM CLADDING KEY FOR INTERPRETING GIASS TYPES (GLS.): E-LOWE FR - 3/4HOUR FIRE RATED CLEAR WITH NO MUNTINS OR WIRES H - HIGH PERFORMANCE (INSULATED, LOW � I - DOUBLE-GLAZED INSUL4TED LS-LAMINATED SAFETY OB-OBSCURED S - SINGLE PANE T-TEMPERED