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Home My WebLink About1000 Vancouver Ave - Plans (2)Pf�OPOSED 12 STORAGE St1Ef t1EAT A/C UNIT � � 5'-7" � � >� ) ' ) � \,�,�/ ,► �/`� .� i . ==lj� ��V�i . — — �\ �:! � �'!�� .� ,��;a .- I 7'-0" Single Story fZesidence I 000 Vancouver Ave Burlingame, CA 940 I O �o��ii�� j/% ;,��-� il.�1�+ i ►��n, �=�j�! `�!;;\. N � <9 ',� : ;��1%� ,� �=I� i `��'�� l:��i+; �� .,.�� yancouver�_A�c�r�� PLOTPLAN SCALE:1/16 =1 -0 =� n� l��i I `��\\ �� % i � � �� /;�� n �' � / � ALL WORK SNALL MEET 20 I 3 CBC, 20 I 3 CPC, 20 I 3 CMC, 20 I 3 CEC � 20 I 3 CALIFORNIA ENERGY CODE, CALIFORNIA RESIDENTIAL CODE, CBC TABLE 2304.9. I AS APPLfCABLE" Lot Size: 17,125 sq. ft. House & Garage Footprint: appr. 2,467 sq. ft. Proposed Shed_ 216 sq. ft. (2,683/ 17,125 sq. ft.) = appr. 16% Lot Coverage PROJECT St1ALL COMPLY WITh 20 I 3 CALIFORNIA ENERGY EFFICIENCY STAN DAf�DS . CONSTRUCTION hOURS WEEKDAYS 7:00 a.m. - 7:00 p.m. SATURDAYS 9:00 a.m. - 6:00 p.m. SUNDAYS/hOLIDAYS I 0:00 a.m. - 6:00 p.m. GRADING PERMIT, IF REQUIf�ED, WILL BE OBTAI N ED FROM TN E DEPARTM ENT OF PUBLIC WORKS �- z W J U �..� � � � I SH EET TITLE: h ��1�� ..� �,[;,�� r ��e� °`�� w ,��:. NOTE: ThiS BUILDING NOT TO BE USED A5 A SECONDARY DWELLING UNIT. Any hidden conditions that rec�uire work to be performed beyond the scope of the building permit issued for these plan5 may rec�uire further City approvals, including review by the Planning Commission. ��, :�,+,�� ii �� \ , ► f:v � �;��i�� =I� i ��/�� f.;� � . , U^{ • �: . W � v o � Q � z � � s � �� U� m� �-' O � O j � � � � � Q �- � z Q d � � v 0 � � � � Q � � � � � � U U, U � � � o 0 � � � m � \ i � N / � � 0 U � � � �,�� F \ v � � �s T � � ��. >� � � � � �� a� > � � � � c� �� , � �� i � ��, � CAD F��E: #13985 BY: TCD SCALE: '(/16" = 1'-0" PRO)ECT NO. PAGE NO. DATE: � � � , 0�/�7�15 rr� � i � �n n' �--�.�� I DOUBLE 2"x8" RIDGE BEAM - 2"x6" RAFTERS @ 24" O.C. 112.5 RAFTER CLIP (IYP.) � � / _ �� n i _� �� '�� - -:_ -- I I I � — _- - - - DOUBLE DOUBLE 2"x4" RIDGE TOP PLATE BLOCKING - TYPICAL AT END WALLS � TYPICAL END RAFTER � SCALE:1/4"=1'-0" :.� .� ..I I. I . ...11 IP : 30 YEAR, CLASS "A" FIRE RATED ASPIIALT COMPOSITION S111NGLES (TYP.) — I "x6" FASCIA @ BUILDING FRONT AND REAR t1 ORIZONTA t1ARDBOARI SIDING (TYP I "x4" TRI M ( FRONT ELEVATION 30 YEAR, CLASS "A" FIRE RATED ASPt1ALT COMPOSITION St11NGLES (TYP.) — I "x6° FASCIA @ BUILDING FRONT AND REAR r�o��zotira� 11ARDBOARD SIDING (7YP.) I "x4" TRIM (fYl REAR ELEVATION 4° REINFORCED CONCRETE SLAB WITI1 I 2"x I 2" PERIMETER FOOTI NG #3 REBAR AT MID- DEPTt1 OP SLAB I 6" O.C. 6 mil POLYETt1YLENE VAPOR RETARDER �;>'�`�'.��^-�,:. � y>' ;. � . � � d � � � o � � � � 3 � i L O r � U Q � � (6U� o v m+.�� F-- � '�- � � � � f-- m � � `. O � � � � Q � � � � U : � � � � � � L U } � U v OZ Q d � v v O � � O 0 � n' � W V/ � L ^ V! � � � � U � � � � r � � � � � � �. � � � � T � � �. i; � >� � �� > � � �, � n� � � � � � � � �' m n � � � � � f--' z W J V _ 1- -_- � •► x3'-O" DP WINC ONTAL FIARDB� SIDING (7YP.) "x4" TRIM (TYP. O" LANDING LC RE ThAN I /2" E OR TtiRESt10L 2'-O"x3'-O" DP WINDOW - TEMPERED GLASS 9-LIGFiT DOOR, IN-SWING 3'-0"x3'-O° LANDING LOCATED NO MORE TI1AN I /2" BELOW DOOR TIIRES110LD. LG I 2 I 5f1R t1EAT/AIR UNIT, 9.8 EER �1�]IRe� PRESSURE TREATED WALL PLATE (ll'P.) - FINISII G<ADF �I 3"x3"x.229" SQUARE WASt1ERS WITf1 5/8" ALL-TIIREAD "J" ANChOR 60LTS; 7° EMBEDMENT INTO CONCRETE AT 4'-O" O.C. #5 REBAR AT PERIMETER, TIED AT INTERSECTION OF Tt1E 110RIZONTAL PIECE (TYP.) � FOUNDATION +ANCHORING DETAIL 3 SCALE:1/2"=1'-0" NOTE: PREVENT CONSTRUCTION ACTIVi7l' STORMWATER POLLUTION NOTE: TI11S BUILDING NOT TO BE USED AS A SECONDARY DWELLING UNIT. RIGHT SID�EL�Vf�T10�L A-35 RAFTER CLIP (TYP.) -, DOUBLE TOP PLATE � 2��X4�� WALL STUD— ID� F E�.�VATION IYP. 4" TRIM (IYP.) 6' 7„ 2"x6" RAFTERS @ 24" O.C. � DOUBLE 2"x8" RIDGE BEAM -- _ i _. _ . _ _ 2"x4" COLLAR TIES RESTING ON TOP PLATE @ 24" O.C. W/ 3X I Od SMOOTII NAILS @ EACti END � TYPICAL INTERIOR RAFTER L SCALE:1/4"=1'-0" N.T.S. 30 YEAR ASPIIALT COMPOSITION S111 � I /2" PLY ROOF RAFTER BLOCKING 2"x6" RAFTER 5/8" SOFFIT I "x4" TRI M SIDING 30# FELT � - _�_ � -� 3/4"x I I/2" GALV. \ � � METAL FIAS111NG � � I "x6" TRIM END RAFTER 2"x4" BLOCKING 3/8" St1EATY1ING SIDING BUILDWG WRAP ALL SIDES (IYP.) � SECT(ON AT GABLE A SCALE:3/4"=1'-0" INSTALL 2mm Tt11CK FOAM UNDERLAYMENT UNDER ENGINEERED INTERLOCKING FLOORING SH EET TITLE: �� '� � ! �� !��d� �'�� CAD FILE: #13985 BY: TCD SCALE: T/4" =1'—O" U.O.N. PRO)ECT NO. PAGE NO. DATE: � � II , 0�/�7/15 ° r, , , @ 24" O.C., TYPICAL � � =iN 32� —� —IN m° o �o - � =�N FRONT WALL FRAMING NOTE: INSTALL 3/8" - I/2" EXTERIOR St1EAT111NG OVER FRAMING i a�_o� =iN 9�_o- � 32� —IN — V � miv o =iv � � � � � I � I � 1 -'N REB �LNA LL_ F [ZBM_LN G NOTE: INSTALL 3/8" - I/2° EXTERIOR St1EAThING OVER FRAMING mb� � LEFT WALL FRAMING NOTE: INSTALL 3/8" - I/2° EXTERIOR St1EAT111NG OVER PRAMING 32� �DOUBLE TOP PLAT — 2"x4" STUDS (IYP. I 6" O.C. U.N.O. DOUBLE 2"x4" STUD C CENTER LINE MSTA-24 STRAPS, � LOCATIONS PER R602. I0.6.2 (MIN I000#), LOCATED ON INSIDE OF FRAM I NG 4x I 2 11EADER 2"x4° STUDS (TYP.) � 6" O.C. U.N.O. 0 N ro SSTB- I 6 ANC110R BOLTS WITti tiDSB 110LD DOWNS 6 LOCATIONS PER 602. I 0.6.2 (MIN 4200# TIE-DOWN DEVICE) ------ _ _ .. _. - - -- - (SEE Sf1EET A I, SEC I) � _- o- o 2"x4" BOTTOM PIATE (TYP.) DOUBLE 2"x8" RIDGE BEAM, TYPICAL BOLT-DOWN LOCATIONS. I 2" FROM EACFi CORNER, MAX. 4�_�� O.C. (IYP.) � _ ---_ _ 0 0 0 - i I - PRESSURE TREATED I � o LUMBER AT LANDING I, I `" i (TYPICAL) I - I 12�_p� 3�_�� 3_0�� ROOF/FLOOR FRAMING PLAN I 3z� DOUBLE TOP PLATE 2"x4" STUDS (TYP.) I 6" O.C. U.N.O. I 2'_O" 32 =ic� =�N �� o � � —IN I� 5'-�" � RIGHT WALL FRAMING NOTE: INSTALL 3/8" - I/2" EXTERIOR SFIEATFIING OVER FRAMING � p,,� i wRiw �,vivvui i ENTRANCE, 40 AMP SUB PANEL ELECTRICAL FLOOR PLAN ��1''�'��_�� LOCATION , ALL FRAMING MEMBERS ROOF 511EATt11NG FLOORI NG PLYWOOD SIDING HORIZONTAL LAP SIDING TRI M DOOR t11NGES DOOR 111NGES AND BRACES ALL PRESSURE TREATED MATERIAL NOTE: TI11S BUILDING NOT TO BE USED AS A SECONDARY DWELLING UNIT. 3/8" WALL St1EAThING S1ZF ANn TYP� I 6D SMOOTFi 8D SMOOTII 8D SMOOTII 6D RING-St1ANK GALVANIZED (8D GALVANIZED OVER DRYWALL) 6D RING-SFIANK GALVANIZED 6D RING-St1ANK GALVANIZED # I Ox I- I/4" COATED SCREWS # I Ox2- I/2" COATED SCREWS SILICON BRONZE OR COPPER, STAINLESS STEEL OR 110T-DIPPEC ZINC-COATED STEEL 8D SMOOTh � 6" O.0 EDGES/I 2" O.C. FIELDS I 2'-0" z_�� 4�_�� 4�_� � 2 3_� 3_ � vv i vOOR LIGtiT FIXTURE WITFi MOTION SENSOR - TITLE 24 COMPLIANT I PATTERN � AS NEEDED 6" O.0 EDGES/I 2" O.C. FIELDS -- _- i 6" O.0 EDGES/I 2" O.C. FIELDS 6" O.0 EDGES/I 2" O.C. FIELDS 3 PER STUD, PER IAP � I AS NEEDED , ___ _ � � O v � � z � v �. ' V `�. � d � � � �o' �� i � O Q � � c�Uti � m ^ �--+ � � � O � s�� s � " � LL �- � z Q a � v v O � ^ � � � � �.L � � � � L U � U � .. � 4- 0 0 v n1 � W V/ � L � � � � � 0 U � � � � � � F- z W J U 1�� , v � � d� T � i �-. .� . � .u. � `� � � � � � � � �' � �� a„ � "� � � � � � � � � � � � � .� e �s}' o � � � � � SH EET TITLE: ��1�G �� CAD FILE: #'(3985 BY: TCD SCALE: 1/4"=1'-O" U.O.N. PRO)ECT NO. PAGE NO. DATE: � � � � 02/27/15 5'-82" � i i,-5, LG I 2 I 511R 11EAT/AIR UNIT, 9.8 EER � P,,� -i �� 4'-0"x3'-O" DP WINDOW 12' X 18' OFFICE j _. _ I . . .._ �� _6.� �- ..__, . -�-_i... __ -_ 2'-0"x3'-O" DP � WINDOW - TEMPERED GLASS 9-LIGFiT DOOR, IN-SWING BUILDING FLOOR PLAN NOTE: TF11S BUILDING NOT TO BE USED AS A SECONDARY DWELLIN6 UNIT. � 0 v � z 0 V � C a � � � � ��~ 3 � oQ� � (�S U ►� � v m +� p tn � p � S � � � � s � � � Q �- � z Q � � v v O F-- Z w � V � � � � _ � QQ � 0 � L U � U � P V '�d �� O 0 � � �m � � �N� I � 0 U F � �iJ � � �/ !� � � �. �' � ds � � � � �� m� � � � � � �� rt°-� � � � � � � � me `�6A' � � � � � � SH EET TITLE: ��V�� ,�� L �� I��L� �� CAD FILE: #'(3985 BY: TCD SCALE: 1/4"=1'-0" U.O.N. PRO)ECT NO. I PAGE NO. DATE: %� ��' � � 02/27/15