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R-2013-01b OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 C U P E RT 1 N� (408)777-3308•FAX(408)777-3333•planninq a�cupertino.org February 20, 2013 Mihai Beffa 20917 Greenleaf Dr Cupertino, Ca 95014 SUBJECT: TWO STORY PERMIT ACTION LETTER—Application R-2013-01 This letter confirms the decision of the Director of Community Development, given on February 20, 2013; approving a Two-Story Permit to allow the conversion of attic space into habitable, second story living area in a single family residence, located at 20917 Greenleaf Drive,with the following conditions: 1. APPROVED PROJECT This approval is based on a plan set entitled, "Beffa Addition/IZemodeling, 20917 Greenleaf Drive" consisting of 13 sheets dated Received January 3, 2013, except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. EXISTING ACCESSORY STRUCTURES Prior to issuance of the certificate of occupancy, the property owner agrees to remove the unpermitted accessory structure abutting the fence along the western property line, or legalize the accessory structure as required by the City of Cupertino. The existing tool shed located in the northwest corner of the property has been issued a building permit from the County of Santa Clara on October 1, 1992 (Permit #: 1992-22697-00) and may remain. Any modifications to existing accessory structures must first be reviewed by the City of Cupertino. 5. BUILDING PERMIT The revised construction plan set must also be submitted to the Building Division prior to issuance of building permits far the second story living area. Two-Story Permit Action Letter Page 2 R-2013-01 6. PRIVACY PLANTING The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, planting distance shall be consistent with the City's requirements. 7. PRIVACY PROTECT'ION COVENANT If required, the property owner shall record a covenant on this property to infarm future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 8. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 9. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 10. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval autharized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 11. NOTICE OF FEES,DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please note that if this permit is not vested within a year, it shall expire on February 20,2014. Staff has received a comment from a neighbor regarding existing accessory structures on-site. One accessory structure (not illustrated on the site plan) is described by the neighbor as abutting their fence Two-Story Permit Acrion Letter Page 3 R-2013-01 along the subject site's western property line. The other is an existing tool shed located in the northwest corner of the property. The property owner has agreed to remove the unpermitted accessory structure abutting the fence not illustrated on the site plan. However, a building permit issued from the County of Santa Clara on October 1, 1992 for the existing tool shed in the northwest corner has been submitted. Therefore, the tool shed is legal and may remain. A condition of approval has been added to reflect these requirements. Staff has made all the findings that are required for approval of a Two-Story Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140 (B). Also,please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens,you will be notified of a public hearing,which will be scheduled before the Planning Commission. Sincerely, i / _i�- Simon Vuong Assistant Planner 408-777-1356 simonv@cupertino.org Enclosures: Approved Plan Set cc:Rohit Kapur,20931 Greenleaf Dr,Cupertino,CA 95014 I GARQENA flRIVE s� � ; 1 �i' ,3 m ' o-� f�; c, � � �n � +° i'. �1� rn �S � � � � �, z � � � � m�, � 9�B� ;� �" �,^�...,�y................. '"�� t9dT5 __.._ DR3vE � f �..;..... � �� ) � (j! 4 Yit.SQ � � � . � E �, � rn 1 n -{ , � i m� i '� sc�ca I ... ecV ai .. ... � ,r ..�.,�.�+� I F ; f s ; . � j tF 1` M O .i ; A �► � � i .�- N.� f� 1 = M TI w1 i �.iiE�Qa � ; �� I�, , ��h : s ipr �w�;:m� »K ;o.� En,<,aa p, ` �„ �;.. ��`s{ 1. :a t: 'i �, 'aa.�srssr, �i YS , �: o aX'A Y Y.: i ifSG` +4][tM'.<.yy).• .lY,j slW�H'Mi:']�fE I�:4 1��b:".'AIIO�riWp:'t�lP�NY' �L.R'�F: .aocan ranss rw+��.r�.a.`xexv sosc✓ro+ro-�ari N•:s9 msrr'x�r.sa ;�p UR YE �_ � G47E E NIEAE =*,x,a��cK wza v::i�¢�a o� �ur��a�aa sEaaA FREEWAY »,y C,KlG _.. t. _... ,�y7 9E . U � � a i J 3� � �: ., � b �� f7 1r � .:� z � rn .c'^!!eA "I f :•s,t VA;.L�Y" ._,,, � � �e I+ti � D a SCALE:1"=200' PROPERTY LINE FLOWERS REDWOOD TREE�24"� %��DJ3-o1 .��0_�� ' � . REDWQOD �-- -- TREE�20" NOTES 1.Approval of these plans does not release the Owner and/or Contractor of the responsibility for the correction of mistakes,errors,or omissions contained therein. If during the course of construction improvements,public interest requires a modification of/or a departure from the City of Cupertino specifications or these improvements plans,the City Engineer shall have the authority to require such modification or departure and to specify the manner in which the same is to be completed,at the sole expense of the Owner and/or Contractor. 2.Contact Public Works,(408)777-3104 for inspection of grading,storm drainage, and public improvements. 3.All public improvements must be completed prior to occupancy 4.Contractor is responsible for dust control and insuring the area adjacent to the work is left in a clean condition 5.Contractor shall review City Detail 6-4 on three protection prior to accomplishing any work or removing any trees. 6.Utilize Best Management Practices(MBP's)as require by the State Water Resources Control Board,for ANY adivity which disturbs the soil. 7.A work schedule of grading and Erosion&Sediment Control Plan shall be provided to the City Engineer by August 15.No hillside grading shall be performed between October 1 to April 15. 8.All new electrical service(power,phone,and/or cable)shall be undergrounded. 9.To initiate release of bonds,contact the Public Works inspector for Finai Inspection. 10.All downspouts to be released to the ground surface,directed away from building foundations and directed to landscaped area. il.Prior to beginning any work with the Public Right of Way,the Contractor will be responsible for pulling an encroachment permit from the Public Works Department. 12.Storm water from surface or roof drains,other than general surface runoff water or condensate from any residential HVAC equipment shall not be discharged to the sanitary sewer. Water Mete�� TREES (4 ea)�4" (E) �� CYPRESS TREES (6 ea) � 8" N ZONE: Lot Area: Existing First Floor: Existing Garage: Total Existing: Proposed Addition#1 Proposed Addition#2 Proposed Additions#3,4 Total Additions: High ceiling over 16': Existing House: Additions: Total Built: Proposed Living Space: Proposed Garage: Proposed Total: Back Yard Area: Tool Shed: Gazebo: Porches: Back Yard Coverage: R1-10 10,141.5 sq.ft. 1,785 sq.ft. 291 sa.ft. 2,076 sq.ft. 525 sq.ft. 84 Sq.ft. 20 sa.R. 629 sq.R. 66 sq.R. 2,076 sq.ft. 629 sa.ft. 2,705 sq.ft. 2,200 sq.ft. 505 sa.ft. 2,705 sq.ft. 4,321 sq.ft. 200 sq.ft. 100 sq.ft. 455 sa.ft. 17.5% Proposed Proposed Existing Addition Total First Floor 1,785 415 2,200 Garege 291 214 505 Area over 16'hiqh 0 600 600 Equivalent Floor Area 2,076 1,229 3,305 Floor Area Ratio:(3,305/10.141) 32.6°/u � ADDITION #1 � ADDITION #2 � ADDITIONS #3,4 PORCH Final surface grade shall be sloped at least 5% away from the foundation � WATER DRAINAGE DIRECfION JAN 0 � �01� �� . PROJECT: BEFFA ADDITION/REMODELING LOCATION: 20917 GREENLEAF DRIVE TITLE: SITE PLAN DATE: ]UNE/30/2011 DRAWN BY: MIHAI BEFFA SHEET: 1 of 13 SCALE: 1/8"=1'-0" l2-�013-0� �2-�O--/3 ..,_ - _ �� . cc� �n�� / / LIVING AREA:680 sq.ft. STORAGE:175 sq.ft. STAIRCASE:56 sq.ft. PROPOSED SECOND(ATTIC)FLOOR SCALE: 1/4"=1'-0" � � � � I �4 x 0 Z x �� 6"ST PINTO J� HALL 36"x 0' N LAND NG � � � � L N 10' 26�_�" I��l�� 9�_��- --�g��=_-il- , ;;,,_-- --_ ;,, M �, ,� �, ,� �� i� N '� �' o �I 6"STEP INT'0 FAMILY p,q�� "" �i I Z5,_T�x 12'-6" �I � - -------- ---------� r......:�.....: a _....... PoR�H i, � �� i i BEDROOMI FAMILY g._9��x 12,�.. �Q,_5..x 17'-0" �� 2�_9��X 9,�� I I 5� C i I I � I� � BATH1 �I � "F`j s'-2"x 7•-3" �� KITCHEN �----? � �� 14�_s^x�T-o' ' M.BDRM S�'�� PANTRY is._�.,x�s._5„ 6�� I 5'-to"x 4'-0' � � �� a M.BATH O N� 8'-10"x 11'-4„ X r � OSET1 �x � j a�-17'x7•10=o �P m' DINING CLOSET4 °d 16'-T'x 11'-5" 8'-10"x 5'-9" • �� HALL1 zr-a"x a•-o^ I I JL____________ � HALL3 OSET3 [ �;q � 6'-5"x 6'-0 "X 6'-0" �� I� UTILITY � U�' LIVING BEDROOM2 �� OFFICE �8'-2"x�2'-a" 9��"x,2,�,. „ 12�_9..X i2�-4" � 0-MIN RRE-RATED DOOR I I 6'STEP INTO HALLWAY ENTRY GARAGE/UTILITY �n 5-6 X 5� � 22'_3.'x 20'-5" o o �n �.i � LO' PORCH 21•-s°x 9�-11° � PO CH � 5,_�,. 5,�„ I I I E TRYW 2�-6° N 60'x,48' NOING �„ �� -10' 22'-1 l" 5'-8 22'-11" 6�' EXISTING FLOORPLAN Scale:1/8"=i'-0" G 3"ST�PINTO GA� M N PROPOSED ST.4IR FIltST FLIGHT: 10 steps,9"run,S"rise SECOND ELIGHT: 4 steps,10"run,7.75"rise HEADROOI�i:80" WIDTH:3G" Handrail on tirst flight N OTES: 1.ALL WORK SHALL BE DONE ACCORDING TO THE CLTFORNIA BUILDING STANDARDS COMMISSION. 2.ALL WINDOWS ARE MILGARD LOW-E DOUBLE GLAZED 3.ALL WINDOWS OVER 4'x4'AT LESS THAN 44"OFF THE GROUND 4.GLASS DOOR IN FAM.ROOM:LOW-E DOUBLE GLAZED TEMPERED 5.PLACE MINIMUM HALF OF VENT.OPENINGS IN THE TOP HALF OF THE ATTIC 6.PROVIDE MINIMUM 30"SIDE CLEARANCE FROM CENTER FOR TOILETS 7.PROVIDE MINIMUM 24'FRONT(KNEE)CLEARANCE FOR TOILETS 8.INSTALL 1/2"TYPE X DRYWALL IN THE GARAGE AND UTILITY ROOM 9.ALL EXTERIOR DOORS TO HAVE 1/2"MAXIMUM TNRESHOLDS,7.75"MAXIMUM STEP-DOWNS,AND 36"MINIMUM LANDINGS PROJECf: BEFFA ADDITION/REMODELING LOCATION: 20917 GREENLEAF DRIVE TITLE: FLOORPLANS �ATE: DEC/19/2012 DRAWN BY: MIHAI BEFFA S H E ET: 2 of 13 SCALE: 1/8"=1'-0" EXISTING SOUTH ELEVATION EXISTING NORTH ELEVATION �� 13,_5„ ..I� 42�_�,� �I. 13�_�„ ..I EXISTING WEST ELEVATION � �� 54'-9" �I�, 13'-5" �I EXISTING EAST ELEVATION J2—�013—�! �-'�a �'/3 PRO]ECT: LOCATION: TITLE: DATE: DRAWN BY: SHEET: 3 of 13 BEFFA ADDITION/REMODELING 20917 GREENLEAF DRIVE ELEVATIONS DEC/19/2012 MIHAI BEFFA SCALE: 1/8"=1'-0" TOP PLATE(�8' ----------------------- —___—� T_—______——� � /�� \ \ / / � I \ \ / / � � \� \\ A��C �/ �/ ' � �� 63,_y,.xai'-6" �� i i , � , , � � � � � i i `� �� ' ,' �------� i � � � i � � � i i � . � � �� i � i I � `� / �� ^�y �/ � � � i �� .��i � r—�—� � I I \�� i�/ � �G�i� I I � � � i �� Q�� I I \� \� \\ i�/ �/ ��0�/ I � �� \ �-----� i i i � � � I I \�� \�� i�/ ��/ � i / i / I � \� \� i� �� I i� �� `� `� � i I �� i 12' I i i ��_� i �� /�� 14� I � �i �� --------{ I I � i � � I � /� /� �i �� I I i i � � I � � � �� 7'HEIGHT LINE � i i i � I I�` i� �� 6'HEIGHT LINE � i I ��\� i� i i � I I � � i i � � � � i � I I \�� I L----1__—� /� / / �� i � � � I I i� i�i� �� I � i � � I I i� i � �� i i I i i ( \ �� I � I . � I �------------------ . I ' ' I � —L-----------------� �------J ROOF PLAN SCdIE:1/8"=1'-0" 6'HEIGHT IINE AREA:851 sq.ft. 7'HEIGHT LINE AREA:606 sq.ft. �--------�-----------------------r----------T I ��I I � � i i I I � � � � I � \� \�� ATTIC ��/ i� I � �� 63,_9°x 41'-6" i �/ I I � � � � I I � � / i I I \�� \�� i�/ �� J-------� i � �� i � i i � � � i a i � i � I � `� i �� ,�y �/ � � \,/� ;" ' i / ,� �.c�/ I r—�—� !�� , , �!�� i G,j:. � I i y , �ii/, � Q�'C�i I I �� ' \x /,�, i , i/ �i �F�i I � �\ �\ : ` �� ,�, _ i% �� Q'�i I • � � . ��i � i i� I � � � '% I / � i � i i I I �� \� ��' � � � 'i �. I � � � � !�� i , i', I � f % ��i: �, i : � �\� �/:. � �: i::' � B I I ��=y� �i/ ;,. � �/ i ��i ,"/ �� I I /� /� � i�_i '�, � �� I � i i �� :�i� % .� I I �� % i ' : ' � k�' I I i i ,.,''�// ; ,. ,�� ; � ' I I �� ' i� ' �'' � i 7'HEIGHT LINE I ' �;' I I . n i i �� ; � ��; I I� / i I \ \ / / i I� � � i � � � I I I � � / � i�� I I i i �� I I I �� I L____1---� /� / / � � � /� /�/� \\ � i i ` � j i� � `� i I /// �/ \� \\� � � / � � I � I . . � I �------------------ I ' ' I � I —L-----------------� �____--J EXISTING CROSS SECTIONS � ATTIC OVER 7._0. %j�,, TOTAL AREA:600 sq.ft. EXISTING CROSS SECTION A-A EXISTING CROSS SECTION B-B i�-.2a�-o� a�-'.�Q ''�,� .,.._.. - `_"'_.�' - � PROJECT: BEFFA ADDITION/REMODELING LOCATION: 20917 GREENLEAF DRIVE TITLE: SECTION VIEWS DATE: DEC/19/2012 DRAWN BY: MIHAI BEFFA SHEET: 4 of 13 SCALE: 1/8"=1'-0" ELECTRICAL SYMBOLS LEGEND � Fluorescent Light � CHANDELIER o Ceiling Fan w/Light �Q Ceiling Exhaustw/light �,p Outdoor Motion Sensor Light � Eledric Meter � Eledric Panel � Outdoor Wall Light wv,R Waterproof Recessed Ceiling Light � Recessed Ceiling Light � Ceiling Light �S Fluorescent Ceiling Light Q Smoke Alarm co Carbon Monoxide Detector �i Wall Mount Duplex Receptacle �i Wall Mount Single Receptacle � Ceiling Mount Garage Door Recept. �iaov 240V Duplex Receptacle ��F GFI Duplex Receptacle �1MVfP Waterproof Tamper Resistant Recep. ��o Garbage Disposal Receptacle �ow Dishwasher Receptacle ��v" Washing Machirte Receptacle � Single Pole Switch � Three Way Switch �" Dimmer Switch �%'0"' Three Way Dimmer Switch i-All work to be done according to the latest edition of the California Electrical Code 2-All receptacles are to be Tamper-Resistant 3-All circuits are to be Arc-Fault Protected 4-All outlets installed at 20"height from siab 5-All circuits to the EP use 12 AWG copper wire 6-All outlet circuits use 12 AWG copper wire 7-All lighting circuits use 14 AWG copper wire —a— ----_.—�-� �� /USE OUTD000.FAN 4 UGHTS AVROVED FOR DMIV IOCATION \1� I� II I� /� �� I� Elac[ncal Meter SCALE: 1/4"=1'-0" ��,vlv� ri.,vvt� UNDERGROUNDTOPOLE RECEPTACLES SCHEDULE # Type Count Location Notes 1 240V 1 Kitchen Eledr.Range 2 240V 1 Utility -- 3 GFI 3 Outdoor -- 4 GFI 10 Kitchen -- 5 GFI 2 Kitchen GD,WM 6 GFI 3 Laundry -- 7 GFI 1 Bathl -- 8 GFI 1 eath2 -- 9 GFI 3 M.Bath -- 10 GFI 6 Garage -- 11 AFCI 5 Bdrms,Halls Smoke Detect. 12 AFCI 7 Bedroom 1 -- 13 AFCI 6 Bedroom 2 -- 14 AFCI 6 Office -- 15 AFCI 8 M.Bedroom -- 16 AFCI 6 Living -- 17 AFCI 6 Family -- 18 AFCI 2 Hall l -- 19 AFCI 1 Hall2 -- 20 AFCI 3 Hall3 -- 21 AFCI 6 Dining -- SEPARATE RECEPTACLE CIRCUITS # Circuits Type Current Notes {1� 1,2 240V 20A -- `?) 4 GFI 20A Kitchen �3� 5 GFI 20A GD,WM .�. ��4, 6 GFI 20A Laundry (5� 21 AFCI 20A Dining All other GFI/AFCI receptacles,max 10 per circuit 40 CIRCUITS 200 AMP PANEL /e,a4l�-�l -.�a-�,� .._. �) j2' _.J l� fq� `_. �) � ��l �g� :3: i10j !1� '17� ;�� -, 14) �.. `5i r� �s� �171 r�� •�a �:�a PROJECT: LOCATION: TITLE: DATE: DRAWN BY: SHEET: 5 of 13 BEFFA ADDITION/REMODELING 20917 GREENLEAF DRIVE ATTIC ELECTRICAL PLAN DEC/19/2012 MIHAI BEFFA SCALE: 1/8"=1'-0" �,,,x,�,--SHEAR WALL SCHEDUL��.., SHEAR WALL C-0 w OS8 EDGE ji3�ISfS w BLOCKS SOIE PUTE TO J015T5 SILL BOLTS TYPE SHEATIING NNLING TO TOP PUTE w BLIC'C pr.i>.�u.�) TO CONCREfE (FlELD-BUILn APA MTED Camrnon yNPSON PNCHOR �S'hb x4.S'rood ecnM#�i■12�at W W Naile O � �(NWes ti.15 at7) �(Nds�t.J.at91� J/8' Bd 06�o.c. '�5 at 16'o.e. 1 acraM Ot6'o.c. ��o.c. � (24'o.c.at ROOF) 3�SILL PUTE Q 3/8� 8d 04'o.c. A75 ot 18'o.c. 1 tenw 018'o.c. �'a.c. J�9LL PLAlE Q ��g- �O'3'a.c.2-A35 at 18'a.a 2 xmwa 016'o.t. Jx SILL PUTE Q ��8• 9d 02'o.a 2-A35 al 16'o.a 2 scnrs 019'o.a. 24'o.c. paon�l 3a SILL PLA7E �y 1/2� tOd 08'o.e A75 at 18�o.c. 7 evew 016'o.e. ��°'�' 3x SILL PLATE Q 10d 04'o.e J2�o.e. e i/z' 2-a3s oc is'o.�. 2.a...OIB'o.c. U�oie il 3x SILL PUTE tOd 03'o.c 24'o.t. 7 1/2' (�� 2-A75 ot 18'o.a 2 xrere O1B'o.a 3x 9LL PIATE Q ��2. lOtl 02�o.e.2-ASS at 18�o.c. 3 wnr�Ol6'o.a 16'o.e. e (r�o�.t� 3x SILL PlA7E Q 3/8' 8E O�'o.c. 3-A35 ot 16"o.c. 3 acrsra 018'o.e. 16'o.c. EACH FNCE (NOUaiMI 016'o.c. (��.�p Jx 9LL PUTE � E4CF1 FACE�OJ'o.e. 3-A35 ot 18'o.c. 3�enrs 018'o.e. 16'o.e. (�o�eaia4l 018'o.c. Irionea.i2 3x SILL PLAiE Q1/2' 100 OJ'a.c 3_�7 at lfi'o.a 4 xrewa 018'o.a 12'o.c. � EACH FACE (Noms�dq Otfi'o.e. (No'ast.i3 Ja SILL PUlE N1 FlELD NPIUNC SHALL BE 9d COMMON at 12"o.e.,(lOd fw 1/27 �,�R�--SHEAR WALL SCHEDUL��.,� SHEPR WAI.L CDX or OSB FACE jij JO�S(S or�OCKS SOLE PLATE TO JOISTS SILL BOLTS iYPE SHEATHINC NNLJNC TO TOP PUTE w BLK'C p„e.i...ey.,,) TO CONCRETE (FlEIA-BUILn APA RATEO 9d Common SDS.b.�.5'woad�cn�i(�i■10'ot Nail!O SNP$aN ANCH�(2 ��a 17.15.d171 �1 w w m �u� m��roow.�.a.ie.aia� Q ]/8� 6�o.a '°'33 at 2�'o.e. 1 eaaW 018'o.a 2'-8'o.e. (u.ON.m OETNLS) 2a SILL PUlE Q3Ie� 4'a.c. AJS at 16�o.c. 2 acrawa OIB'o.e. 1'-4'o.c. 3 2x SILL PUTE Q ��a• J'o.c. Ay5 at 16'o.c. 2 acrv�n 019'o.e. i'-4�o.c. (wre 1) 2x SILL PLA7E Q 3�e• z'o.o. z-A7s at 1s•e.c. a xrera ote'o.o. r-o-c.o. �rautl 2x 9LL PUTE ALL FlF10 NNUNG SHN.L BE 8d COYNON ot 12�o.�. (COHIRICIOR SN/�LL RFM k UNOFASTANO 1NESE NOf6 BEiORE CON57RUCfION) t.Or�Ws�M rwr o�DO 1wd�i�lat(pM).Iwkliai i Pµ�t al TwiCr�nc�w�l�P�A t M�wl n�ii M b�..~i ry�y.'cn.ns��iyCa��asl B�o..'�CMiMensa'Mi�a M hM�.hnW. S IWIIOUO�r p100�rIN CI p��bs111o,y.-rr ION IN.i> MnOf.N IdNON IO��R a.d�.w rr r •..:�...W r.fr'.�c.a..+!��+r�.�.c4.r.�.�r�.e.s k�aar w.e�r ee��...pa.wn..r�'b Y q.?r i/�'uid�sr r� �.�..w+�w�.+.�n�a...r..r no�.e�:�u�.��«.�.u.:e.,va+i:M.ea a 1�Il�l a a!a!�l ha�q'w�b�pl f�wi�Mr M iwn Y�itl iwU��a rri 1 M f11�ar wll WKthinp�IMI�Hfk to tlN Cottam d N�roof M�otl�lrp,u.o.n.Oy tlN O�W114 8.PrwA�dud x MaeMinq at umuppo.hd pmd�dqu 7.Evt�nA M�or�Motlino w�r dl ap�wq�tar oonlinuaw�fror�uVO�k wifwm wM thidm�u. e.s,.a..u��m.�.r�ai not w�m ehan 24'tn utMr NrKtbn.u.o.n.b7r tM ap�etd atana s.vmmMy ra r.>.m.rw e.min.x.a(nanmi)rw.,ort no.z>y,.ae.��oo.a a�nm.ie'oc 10.MI pwt� 'y hoWo�r�Nd hew N�ar�d iGrq tuM M. i�.a>i-i/e'noo..n.ow�y ovWkauans.�..�i%a•aa..a•.om.��...m iw a a•rr..s. iz sost/s•aa..e'.ea.u...�.�.d. u.rc aun ma.a.eo e�u..a.a�n aN.e oo...w�ma n.nai n..a ao..noe o.urrt•a.rweatia 14.Mn ad�inl MW 4��f nW.w�'tlw mlm 141 a wN tlw YFR Uwt IM na'4 Iww tlM am Iw�N and dlan�M vdw�a N� il�y�oflM in nal�(1. is.sm.��s.wr w...fKeo sxel:rao.s�ro.�aa++�.�.�+.�r m w:...n��o a.:y�rwa �l h P.TDi.i M��'i M wN in liu d l P��mavnum Jiw don nd�awd 107/N ad ach>balh a�Mrgn�C Q spxW ri lOfi x Nn a.ab�ml�cepaeity. 17.18d(7.5'ImqN)Common Nala may W uaed in Ifeu of 505 rood eerere: Typ�1 OR 12 sh�or wdl:16d Cammon O6'o.e. I!a nW�lidi b�d t�q Canrnm�/ Type 2 OR 1J aheor wWl:18d Common 04'o.c. �I.ngth�3A'�dan.tr�0.167' Ty�3 OR 14 shaor�all:16d Camman 03'o.c. Typ�4 OR 15 sh�ar wdl:16d Cammon 025�o.c "� FOUNDATION SILL BOLT a�,��;� dr�11�d�tYq lW�Matlon�/min.7 MIWORMt. Class D "°"� �.�� np�ch�EUN I�onlY n4uk�E rhMl •5�8"diameter sill bolts min. ��'��+��•'�^*^� •6-0'o.c.max.e acin '°M'd°"°�°""'yw�°"a'°' P 9 baRa at 6'-0'ma..�padn9(on�mry). •T min.embedment v 4'-D'o.a(bo Moriw) 3'x3"x1/4'min.plate waahen •12"max./7dy min.from end of platea �ILOW/iBLE 41Fi1F LQ�O I!0 Ib//t J50 Ib/R ♦90 IE/tt e�o ie/n aio m/n ♦ea e/n 600 Ib/ft rro ro/n 9�11 Ih/M COLLECTORS DATA : �a�� oarores�cauFCra+ z-z,•.w�ns(an,iasrsl !-'h�t f�Yir IYY�SEE OETMLS y INDIGTES A ORAC STi7M TO BE ��p ol C57E coMctw Nrop�2'-0' INSfALLED AT ROOF/FLOOR FRAMING-SEE DETNLS owr tM wW rrwrtbwa Uw Bd.dl hdw Rtl�d.U.Ot1. �0 NOTE BELOW: �Ma ltng m w edes'o.a.,Typeal �Ert�nd dl QISf11 ooM�eta dmo�7'_0• SHEATHING SHALL BE EDGE NAILED O1"""i0"""'0i'•u..�ea or na..nw,u.o.n. ALONG COLLECTORS. TYP. F1'b"^��o a teeoa.�'o.c..ryp�a nm¢: SPNE/�O NMLS E�ET/LY.f10T CLOSER 7iMN T'e.a a�v�m ur�-cautcra+ use ee ia+csie srn�ws ONE NOW OF CS-18 USE tbd FOR LMST12 SIRMS S1NM.WN.m W/!E USE 1!A FOF CNSf14 57RM5 C0IMION AT 4'o.e. USE/8d FOR CYSi18 SIRAVS TiMOUCN PLYWD00 USE 160 FOiI NSf STRAPS u+ro�.a souo auc'c •e�rt.a ai wi.y m:�.2a• ooua�as�o une.crouECra+ •/ai naw e�iw ie)a commo��wn.,rrv. F«a narrq w w m(im)ea•x.,rypcd SfRAP.NNIFD W�Bd •OwrlaY ml R�qn oNr hi0 raR�n min.1�� cowwaN�r�•o.�. ./ai na«mw e(ie)a comman na�.,ryv. n�aaiar Rrroao r�.id i�q m w ee(iea�ea•a�.Tyv+� MO 4y{90LID BLICC ��OENOTES A COLLECIOR s�rn�v,�i�w�w%iva COLLECTOR SCHEDULE CpAA10N AT�.0'0.4 rn+oua r�rw000 Q�o�r nrto s.a souo euc'c cat. �rwis rxiu wv�s sv�cwc csie ��'O�a nd..w.a e4•�. pISTt! 3�-4� �� 03.5'a.e. LUMBER GRADE NOTES M/000 FRANINC IUMBER SHALL HAVE THE fOLLOWING GRADES UNLESS NO7ED OTHERMASE ON PLANS: SILL PUTE PFESSURE TREATED OOUCLAS FlR-LARCH SiUDS OOUCLAS FlR-LARCH 2 RAFfERS DOUCLAS FlR-LARCH 2 JOISTS OOUCUS FlR-LARCH 2 PLATES DOUCLIS FlR-LARCH 2 HEADFRS DOUCLAS FlR-I.ARCH 2 POSfS 4z k LESS) DOUCLAS FlR-LARCH 2 POSTS Sx h GREATER) DOUCUS FlR-URCH 1 BEAMS �x h LE55) DOUGLAS FlR-WtCH 2 BEAMS Sx d�CREATER) DOUGUS FlR-LARCH 1 ClU-LAM BEAMS 24F-V4 DF/DF PFRALLAN PSL 2.OE AIICROLLMI LVL 2.OE HANGER SCHEDULE �� RECDAIIIfHUfU a SPECE � BFiW 2�! OF-L LUSY6 2d IUSTE 2.10 LUSi10 2itY LU5210 a.a �+use w� H! /Kl�!Ilin ♦.to HU5110 ♦�IT HU5412 a.e Huss r�n 6d MUEE/Ih+ 6�IG HU010 Nin 6�1Y NU677 Nin 3.5'A 5' PNW1N1 11U5�10 J.�'e11.23' � MIS�12 7d�t11-077� NUS�I2 5.75'.9.5' 0.7VS.39 s.z�•.ii.ze• aivs.so/,,.zs 5.25'.11.875' 0.M.511 s.,zs-,iz• cw-wi an e.�s'.ix' 0.n e.�e•.is• wa�u 10.75"�tI' M4Ttl (1�RECOMNOIOED MANCEA UNLE55 on�¢ax�se�n N.o.n.)an runs. (2;�SE SMIPSON a EOUN.MIf�RS. (S OPI1Ql�L MINf.'E1+5 ANY ff uSFD IN ucu a wwa�s r+ECawweno¢o- CONAILT PR0.1ECf ENGMIEER. ...... J� '_" .` ........ ..`^ ...... _...:. ,..... "---.-. � ,�� ...... � '..... ..� ' /% '"_ .. ' : .'y ..;,`'^ �.. %��13�! -��o --/3 _. N �� ' N07E: ORIEN7ED SfRAND BOARD(058)STRUCTURAI PANEL SHEATHING MAY�USW IN UEU OF CDX PLYW000. O58 PANELS MUST NEEf UNITED STATES DEPARTMENT OF COMMEFiCE VOLUNTARY PFAFORMMICE STANDARD P52-92'PERFORMANCE STMlDPRO fOR W000 BASED STRUCTURAI USE PANELS'AND/OR CANAOIAN PERFORNPNCE STANDARD CSA 0323 CANSTRUCf10N SHEATHINC.' OSB CEKf1FlED MARKS(APA TECO,OR P51)ARE E%AMPLES OF ICBO APPROVED k PS 292 OUILFlED PANELS. N.L NETI�MiC11pf1$,FAS1pEA5,CONNECfORS EIC 1NAT M1LL�W CONTKT INM PR65UIiE TRFAlEO WIIBEII�NUST BE IqT-OIPPED GILVMIIZEO OR OMQi APPftOVED COi61090N RESISTENT W7QEM_ ANCHOR 801.7'S.11IXD OONN N�CHOR BOUS M10 NL 0111Qi INgR15.311ALL BE rosnoxeo in w�cc.va�art ro uwne roa rroua�Tron u�srecrah FOU N DATI ON PLAN SCALE: 1/4"=1'-C o= �W 1�=W pVIS ��w r N Z�� U=� WQ� ��z �W� �� Wyyy� �� WW� ��o ~�W so� ��Y �� Z� - 2 �W� V�U �a �� N~ 2� omz YWV 2 O�W Z � N�� V W�� 3 � a N�W �y0� �� Nm 0F 4Y g=� �� W� W V FWF �NV �� < , am w> W~h- ow� _�7 �m� ��o �� _�z �a= �� s7 O�v�= N J ¢ 2� �4; �� z wZz O�W N N �)U� m�� _ �oo VUC iL Z Nj� m �� 8 �� N w� �� x Gi�-� � o� g��a Z=�W N WS� $��Z "�32 s: r� .�.. ... '-:: i x : ��` ..<.:�.;'�;::?:�' .,:. ... ..,..� Y POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS 2542 S. Bascom Ave. Ste.102 Campell, CA 95008 Tel: 408-559-4202 Fax: 408-559-3628 milipopaOsbcglobal.net `Q�C FIiSq� o-l��T"P.Ppp< l ^/'r. .T No.0038tii5 Eap � 0 ��Q�+\! JOHN POPA R.C.E.C038645, CA POPAENGINEERS STRUCTURAL ENGINEERING CONSULTANTS INC. 2342 5.Baacom Ave.,Ste.102 CampeN.CA 95008 Tel:(408)559-4202 Fax:(40B)5533628 JOB TITLE BEFFA RESIDENCE 20917 Greenleaf Dr. Cupertino CA 95014 REVISION Q PER PLAN CHECK Q ENGINEERING THESE SfRUCTURAL DRAWINGS WF7tE PROOUCm HY POPA ENCINEERS. THE USE Oi THESE PlANS M10 SPEQFlGTIONS SHALL BE iiESTRICTm TO 7HE ORH:INAI SITE FON WMICH THEY WERE PREP,Yim,MID PUBUCATION lHEREOf IS E%PRESSLY LINITED TO SUCH USE RE-USE.REPROOlKRION.OR PUBUG710N B1' M!Y NEf}I00.IN WMq.E OR IN PNZT.IS PROHIBITEO. FUHTMERNORE,71T1E TO 7HE P1M15 ANO SPEqFlGTI0N5 IiENNNS WITH POPA Q+cw�s inc. v�suK corrt�cr wm+n�ese auws u+o svEaFlanons cor�smu�aROOF OF ACCEPTANCE OF M1 RESTRICItONS. PROJECT#:11020 DATE:May 2011 DRAWN BY:jp SCALE:1/4"=1'-0" PROJECT MANAGERjp ENGINEERED BY�p REVIEWED BYJohn FOUNDATION PLAN �°�''°„ S 1 nrci,.ro•sn..c 1H'�1'-0' (BOND PRINTS RECOMMONDED WHEN REPRODUCI E:�201 t Jobs\1 t020 �,,,��SHEAR WALL SCHEDULE�.�.., SMEAH WALL C-D or OSB EDCE iii JOISIS w BLOCKS SOLE PUTE TO JOISfS SILL BOL75 TYPE SHEATHING NNtJNG TO TOP PUTE ar Bt1C'G ry,yn.r waa.,,) TO CONCREfE (FlELD-BUIL» APA RATED Common SIMPSON ANCHOR �U'�0 y4.3'MOOd ws 'K�v v I2'at W W Naila O d� �INOU�11.15a17� (�b�1.7.ata1 � Q3/8' 8d Ofi'o.c. N5 at 18'a.c. ��w 018'o.c. �•o.�' � (2� o.c.at ROOF) 3�SILL PUTE Q 3/9' 8d OI'o.c. A7S at 16'o.c. 1 scnw Oifi"o.c. �•°'�' a.su Pu� Q y��• Bd OJ'o.a 2-/35 ot 16'a.a 2 xnwe 018'o.t. ]Z'o.e. �Nae ii ].SILL PUTE Q3�g- B�2'a.c.2-ASS at I B'o.c. 2 senwa O18'o.c. ]x SILL PUTE Q 1/2' lOd•6'o.t A75 ot 18'o.c. 1 xraw O18'a.c. �'o.�' 3x SILL PUTE Q ��2. i�04'o.c 2-AJS at 16'o.c. 2 xnvn 018'o.c. ].SILL PLATE 8 Q10d 03'a.c T4'o.e. 7 1/T' 1�� 2-A75 at 18'o.c. 2 xrcwa 018'o.�. �x SILL PLATE Q10E 02'o.c. 18'o.t g 1/2' 1�� 2-PJS at 18�a.c. 3 w�w�O18'o.c. JY SILL PUTE Q 3/8' Bd 04'a.c. 3-A35 at 18'o.a 3 xnwa Ot6'o.c. 18'o.c. EACM FACE 1��+6�I 016'ac. I�n��+� Jw SILL PUTE Q3/8' Bd 03'o.c. 3-0.73 at 18'o.e. 3 screMS 018'o.c. 18'o.e. a EACH FACE I�sic�l 01fi'o.c. �rwe.t,�Z JK SILL PUTE Q1/2� 10d 03'o.c 3-A35 at 18'o.c. 4 xnwf 018'o.t. 12'o.c. � EACH FACE Ir+an�6�1 Ot6'o.c. INan�,ix J.9LL PUTE ALL FlELO NNLINC SHALL BE 8d CONNON ot 12'o.c.,(tOd fa t/2�) ��--SHEAR WALL SCHEDULE�.�� SHEAR WALL COX w OSB EDCE jij JWSTS ar BLOCKS SOLE PUTE TO JOISfS SILL BO175 TYPE SH�TNINC NWUNC TO TOP PUTE a BLK'C p,n.i.„ey.d TO CONCREfE (Fl�o-eua» �a�r�nreo ea cw..,,w, sos k'o■a.s'.00a.c.. 'k'o.io'm W PlNaile O �S�AIPSON M1CF10N�fNO�estt.t5.at71 fNOwt,7,i9,ate1 W Q3/8' E'o.c. �S at 24'o.c. 1 smr 018'o.c. �'-8'o.c. � (U.O.N.on OEtNS) 2x SILL PLATE Q Z xnw 016'o.a �-�•°'�' �/8' 4'o.c. AJS at 18'a.c. 2�SILL PIATE Q 3'a.�. t'-a-a.�. �/B� �� Ay5 at 18�o.c. 2 scnws 016'o.c. 2�SILL PU7E Qy 3/8' ��°• 2-ASS at 1 B'a.c. J scnvn 016'o.a 2a SILL�PUlE PLL FlELD NAIUNC SNALL�9d COMMON at 12�o.c. ccoM,n.t,«+suu�.0:urea+suno,�ia,es eo-n�cons,nucnon) �.�..s..rr��m w.w n�bs(pq.a.asa r vr.e a�n.r.,b+y ra�.M a.. ws�x w r un. y�.�w�.wer r�.w i�r.� L M�d��ei M h�d l�p�CermalM v�GMis/Ba'Cd�d n�i/d h�Id�ippd v Y,rtK 1 iawNUn il pM�ril 6�P��6Mtl Oa/r-iY laN Ms.t a 4d Mir.w r1wdM Is i 6a 9.d.wa rr r�+.w s/e'a(%we+rl�ww�r m..e.Y-o's.�,.w r..aw. F i nimrm ��M Y Y 1 1"tlirq�I 1�iwL M w,w w wai 1dG �4 W` A 4 4/ �.w..P.r...�Y� ru r.�r.w wa�:r n.�r.�..a�.:r.v.+i:a rr e. Y rl�t b hl a YIN�I Maih niwM�OI paiiy Y M Tk Y esii�MO�Ypr r ioLL 7.N w�or WI rM a1wM W tM Oottum d tM raal u.o.n. tM Mtui�. �Iwo1Mn9 �othkW. q' 0.RoNM Ad a WocidrN al unw'ppoRW pawl�w. 7.Ed�nd�Iwor d epairq�lar m�lww��Mer�qpst!unifam�WI fhidaw�. !.9�wr�WI pvw�Wd net b�4w tl�w�2� dIM dM ibn.u.o.n.by 1M�Wdd d�talb. s.Fr�q r>r.a�.w.rn+a�b�(n�r).wa.oc-�ra.z>a�.•n�a mo��e•o.� ta Au pow r.w.inp naaowr rww naw.nv naWrq rup nt 11.F>1-1/e'IIOCr M�alhiny appMwtiaA.YN 1/1'di¢�6'�aed ven in 1w d 1'w�w. 12 SOSI/{'dk..6'�oed�rn�r�yuirN. Il Y nn ra3 v�ee M uM.tlrn adl�ae�+wc�11�nr n�1 hd ee�m!p.wbae�tlr�p. IA M�ad�YpIay��usAn d na'I��y'IM oalai 1�R wYi tlw IFR Net IM nai I�mw IM wn�I�qU me d'am.1��alun a�th.nai.�pw9fi.d in riat�/2. 15.SnP��3D5 wsl qw�(KB7 SNI�fMn 9n9e�P��7 b WiM M1Y IL90 MiVn wMr. 10.L P.TAf.i pl�mar!�u�i�Ir d]i pai�M mm�xm rwr b�nol�i p0 p/aN adv Edb on daia+a!apae�a at]Ofi v ia lM axo.m�wpodry. 17.i8A(13'Ixgfh)Comman NoL may b�uad in If�u of SOS waod unvn: Typ�1 OF 12 fhw wll:19d Common OB'o.c. ��----rrr 1M mi�M E�M pp Cammon�/ iYP�2 OR 1J Mwr.all:18d Common 04'o.e. ��.nytn�].7't aam�ar.0.1e2' Typ�3 OR 1{Mw wall:l6d Common OY o.c. Typa 1 OR 15 ehear wall:19d Common 02.5'o.c. 1C. M nboflt potY ancfwr Golb a� FOUNDATION SILL BOLTS a p,,,�"�^„w;,,��,,�T �a ap � M7�.i�lirp/wMOfian�/min.Y Class D ��.•.� .ax.a.dw.ia aMr�.ouw.d.n.� •5�8'diamater eill bolte min. �101 1°Y'•a�"'�'�^"r"Or •6-0'o.e.max.a acin in0i°e"O�°CO".�an°1° P 9 eow a a'-a'�w...pemro(�•+�r)• •7'min.embedment >a'-o'a.a(ae.tanw) 3�x3'x1/4'min.plata waehan •12�max./7de min.from end of platee STAAP COLLECTORS DATA: (-..� m�ores�cautcia+ � 2-1x'�F/iTERS(OR Jp575) t-3'�fibr YY�SEE DETIN.S INOIG7ES A DFUG SR2M TO 9E ��a an csis eai«ex waw z'-o' INSfALLED AT fi00F/FLOOR FRPMING-SEE DEfMLS tM rq m�np�.Uw!a.M nqw fpbe.U.oJ1. S�NNO NQfE BE7.OW: iida noiWq to w!M�'os..TYP� �E�UnA all Q/STt{�oll�eta Wap�]'-0' SHEATHING SHALL BE EDGE NN�EO ��„""y��a°��".d°°.�flNid�u.o.n. ALONG COLLECTORS. TYP. � svn�,�o was�r,har aos�l+nwr Y e.a O/SFIm UNE.COLLECIOR Ug!0 FOX C516$fRIPS ane aow a c��e USE 1ed FVR CAISftt 51RAP5 mw.wrm w/ea usE�ea wn c�an4 mws carwan�r s•o.a use iea wrt crme mws mnaxa�v�vwoao use�ea rvn rsr sm�vs If(f0 J�4 SOl1D 6lX'C • •Fat.�d dl We wNf mn.I�' ooue�wsieo unc-ca�cron /aw na..�i.a �eW w��mu..ryo. i'hld n6Gnq te M 8d(1N M'aa.Trpird sm�o.rwiID w/ea �p,.,�,p di.�,a�.o..Mo Arw.�x�.xa• CONYON AT 4'e.G /aw na..nwa e(ie�ca�mw,nmi.,ryo. mr+oua virNOOO n.w�aix�y m e.ee(ied)w•a�..rraKa wro�.�sauo euc•c ��OENQIES A COLLECIOR �uow�e�t SXEM LOID 200 q/!t ]SO 10/tt wa ro/n 6{0 IE/fl 710 Ih/R aea e/n �a�n 770 Ib/ft szo ro/tt 9E0 10/tt ixoo ro/n s�re�o�c zao ie/n JSO m/ft aS0 Ib/n e00 IE/R HANGER SCHEDULE JOIST NECOMIENOm q gg�� OMIENO �µ WWCER 2�6 OF-L W526 2.e wste 2�10 LUSY70 2r12 1U9210 �y! MU46 MM h! MU{!Nin ♦�10 MU5�f0 H12 MU5�12 6�! XU!!NM 6r! HU!!Nin 8�10 HU910 Nin 6�1Y HUl7Y Nin J.S'A.�' PMULLMI NUS�10 ].�'�tt.27' Husat2 J.5��11.875� NU5412 S 25'A.5' CLM.59 s.ze•.,,.z�• c�m.�a/��.ss s2s•.ii.eie• c�m.sii 0.725'.17' 4LU-l/M 0.TS s.�s•ns c�n e.�s•.iz• r�To io.�r.,r �an, (�OI}SEIE M��hD�(U.O.HMN.�ONNPlANS. fz;��a��. 3 ovnanK�ies�ur ee usm m IJEU OF WMAT IS FECO4NENOEO- CONSLIT PieOJER FNpNEER. 7. ..... .. .... �.: ,.µ'......., 12'a?01,�^0l s�'.�o''/� �... ..._ � ` ._N / .... .. j : : i . i : ' 3 � � � � I � � i i f i i ' ! � � i i i i i : � � I : : i • : , �.�-, . 3 � . : .� ' � j / �. . . ; . : . : : �. ..... . ...� . ... ;.. . �. ..... � . : .-�:: . .. . . . . , 'g: .�.....'.� � � 4 3 :♦ �..... . . 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'� :.._..� ___.__..�._.__..._..._.�....._.._.._._._.-�`_..-�----�............._......._....._._.................. :...... . . ... ..' . � ....y./.... --,� , � �....._^� ✓. � ! ..... ...... � ��. � �... �.. � ... .. ... ___�.__. ............................................. � ......: � '.'.'. � .�.'. .�.'.'. / . .. .. :..:........._..:..:....,._......_._:.:.............. .....-...�.,..........._..........----......._...__..........._.......f_......__..... %��. .� ...: / : : � ��... � �:. .! / . / .__._._�_.__�_f_.____.._...-------- '...._-�.�'.- _'__.__ ....................................... _.._................................ ..-._.' ::. ... ... .�. ... .. .-..�._:.... ::.............. �. ... �<: �:... ... .r . � .............. .� ��- -- -+ / . .. 1..: . . / / .�E � ...................... �... �....... ...........♦. .. ...J/.. .�.. _;...._..... . ........... �..... �..' ! ; I � � � i ( �i 5 ?j � j I l �: � � ° ; :/: �/x � X � /? i c: � i g/ ... ... #•'�.�...��..... s�m�a,�wrm°r�jTiae COLLECTOR SCHEDULE C0M4W1 AT 10'o.a TXnOtNil 0.YM000 D F1ELD NNLS SPMC7NC MRO 7x�SOLID BLK�C C41 pyy� aie �'-a' �� w•a�. ��i �•-0•+�� vyy.,� ROOF and FLOOR SHEATHING SCHEDULE ROOf SHEATHINC SFIPIL BE APA RATED 15/32'(1/2'NONINl4.);PANEL ID INDE%32/i6;EXPOSURE 1:UNBIOCKED U.N.O.:EDCE NAII WRH 8d CONMON NNLS at 8�o.c.AND 12'IN 1HE Fl0.D;USE PLYW000 CLJPS LUMBER GRADE NOTES AT UNSUPPORTED EDGES. WO00 FRAMING LUN�R SHALL HAVE THE FOLLONANC CRMES UNLESS ��R SHEATHING SHALL BE APA RATED 23/32'(3/4'NOMINAL):T�G: NOTED OTHERWISE ON PLPNS: PANEI ID INDIX 48/2�;IXPOSUFE 1;UNBLOCKED U.N.O.;EDCE NNl YATH 80 CONMON NNLS at 6�o.c.AND 10�IN THE FlELD. SILL PUTE PfiESSURE TREATED DOUGLAS FlR-LARCH STUDS OOUGLAS FlR-t,ARCH 2 RAFfERS DOUGLAS FlR-LARCH 2 NOTE: JqST'S OOU6U5 FlR-URCH 2 ORIENTED SfRANO 90AR0(059)5TRUCTURAL PMlEL PLATES DOUGLAS FlR-LARCM 2 $HEA7HING NAY BE USED IN LIEU Of CDX PLYW000. HEADERS DOUGLAS FlR-LARCH 2 OSB PANEL$MUST NEET UNITED STA7E5 DEPARTNENT POSTS 4K k LES$) DOUCLAS FlF-LARCH 2 POSiS SK k CREATER) DOUGlAS FlR-LARCH 1 OF COMMERCE V�UNTMY PERFORMANCE STMlOAFtO BEAMS 4x�LE55) DOUGLAS FlR-LAFtCH 2 P52-92�PERFORMANCE STANDARD FOR WO00 BASED BEAMS Sx d�GREA7ER) OOUCLAS FlR-LARCH t SfRUCTUl7AL USE PANELS"AND/OR CMUqAN ClU-lAN BEAMS 21F-V�pF/DF FERfORNANCE STANOPRO CSA 0325 CONSlRUC�ION PARPLUM PSL 2.OE SHFA7HINC.' OSB CERfIFlED MARICS(APA.TECO.OR MICROLLPM LV�2.OE PS�)ARE EXAMPLES OF ICBO APPROVEO k PS 292 WALIFlm PANELS. � �r�t.`. . �)� :: _ l / !��. . ..=�.m�__""_"_'�..,i__ _.__' " >:. �.___' f' z i / w.°AG ...............+._...........r..........._..._..... ...................._..........................�;. i %� w1...ii A.�i .;,:5�"� ...:`'` �`...?�'. � ...� .., .. .. � . . ./ ......... ...... / ��' ..... ....................................'............................i�.............................................._e: � N� / .� ..; � �; � ---�. � / �..�...::�i.._....._.^ ,: �s...;; ._ .k :,>:. ......._.....................................�:..;........,�................:::.-<.�:::...�:::» ........:: _..._.._......._....._..._..._...._.....;�.�...._..._........._......_......_.............. ..._.._: /; ......_._.___'-"_"_.J.....�.-'_'_'__..""__""_'-__'_"-'_".._...__. / '_""_"'_'_'._........�/....."""'........ L ......_ - ._..............._......_............'..._"""..._:..:, . .' t._.._. U '� .._�. � �'�'�- ......... i.. ....... � .... ..._........ . ... ... .. .. .. _......yt............... ................f�...i......... ......... ......... .................: / :: ................._.........---..........................5.:.«-....... ..................................................... ........ �..\........._....._....................._.__.....e._._........_�...._................�_.._.........._.._..._.._....: 'y'_�._._i.._..r.•.........` . �.�_�.....�... h ....�......� .�.......� ,�� i �� i � j � i :�j' i •�� j i � �' �: 1' Y. � � , j,,,. u .i:..ul��?K:�'�:: ; .A .ii"o�C!;s';�r<•:P�:':;� .�. . , i/; I; f r 3 � ! i �. �,• .� � ,�,� � / i/i ; �l � i� i � � I�i i �{ f�•. � �`� ..........`, ..�..... �a.: . � : / �' i � ` !" i ; � ; : :.................._.......1.............,,. i , � ;�F,;�i I ! ; � i �,' ; ,;j j ' � iA: ' ; ..,� .;.. • , ' � I i �'� : � : ..� : . � . �.. : ; , : _ ..:. . . ; : � `\ : : / � ; �'; € i i i ; � i "_.;`,�'^...,..�.(t..---- : i �,c�� : ' � �\ ,.:..}�- : : v i ; f : � \ 4 : ; ' j�� : I �t ; : , . �� ......... ....�....: � � , i : ; i i \ � � / � � `� '" ' ; ; i �`` � �`; � -� � � i i i � i i \� i. 4 : , , : : . i 4 : I _-Ge6:,,� ........� ........,.�.: . ; � . . ; \i��. . '��. . �{. : : � � � �...,...... � � ; : : : �. . . ........................:.........:......._�....._.:_......;.........:_....._:............................i....:... >.. I i i......i.......j� . ,_. . . . . t...... : ,.. ........................�....._............_ ; .' ; � (: .�:;..Y �V�� ' � _--------------------- , - ��_ �--- �"`�. u �,��,��.�� CEILING FRAMING PLAN �PPMOYEO C01tli0510N NESISIENT NA7EMIL. �fKT10rt BOL75.NOID DOrM ANCMOR BOUS Mr0 Il1 O7HfA IN4ERl5.S�INL BE P09TIWIED IN VIKE,PNqR TO CM.LHC i'OII FOUNMIWM�NSPECMIN SCALE: 1/4"=1'-0" 9z �� v�x �� r V�Ny� W < �V �Nw U=F 7 �� g �W �N W�j � SW W S�� }�V � �o� �E wY ��Y �� V O �20 o��a i�� NV� N7� ¢ �N� o° �� z o�,; �< �F� a � < � i i i... `6 . y� i ; , <: z:,: o POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS 2542 S. Bascom Ave. Ste.102 Campell, CA 95008 Tel: 408-559-4202 Fax: 408-559-3628 milipopaOsbcglobai.net �pY,I1FL5Sli)^. ,,r.t��P.ppnq(�, i N��. 7 Vo C0386J5 F� ,�_ ' � I1��0.+\! JOHN POPA R.C.E.C038645,CA POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS INC. 2542 S.Bascom Ave.,Sta.102 Campel,CA 95008 TN�.(40B)559-4202 Faz:(408)5593628 JOB TITLE BEFFA RESIDENCE 20917 Greenleaf Dr. Cupertino CA 95014 REVISION Q PER PLAN CHECK Q ENGINEERING T7ESE SfRUCTUR�L ORAN7NG5 WERE Ri00UCED BY POPA QlCINEERS. nie use oF n�se Pv�+s u+o saEa�nons us s�ui eE a�srmcrm ro rr�e oaKann�srr�FoR ��.�o�,a�� TIE(�OF IS E7�RRESSLY UM11E0 TO SUCH USE. RE-USE.REPFOWCTION.OFI PUBl1CATKNI BY MIY MER10D,IN WNOLE OF IN PARf.IS Paaue�im. vu�.nnF ra rHe PUNS N10 SPEqFlCAT10N5 RQANNS WITH POPA o+ciNe�rss inc. visuK coNTncr wmi n�� PUWS MIO SPEpFlGT10N5 CONSRRJfE PROOF oF icceara�a a.�nESrr+�cnons. PROJECT#:11020 DATE:May 2011 DRAWN BY:jp SCALE:t/4"=1'-0" PROJECT MANAGER:jp ENGINEERED BY:jp REVIEWED BY:John CEILING FRAMING PLAN AutoCAD 1l /�/� Arch."D'Sheat `G 1M'=7'-0" v (BOND PRINTS RECOMMONDED WHEN REPROOIKING) E.�2011 Jobs\71020 �„�„�SHEAR WALL SCHEDULE�,��., SNEM WPLL C-0 or OSB EDCE iii�STS or BLOCKS SOLE PLA7E TO JOISTS SILL BOLTS rne sr+�n+iNC rwunc Ta Toa Pu� o.euc'c�.,.,n„� ro concr+t� (Fl0.0-BUILn MA RATED �^�^�^ 9MPSON/WCHOR 505'.b x4.S�rood trn•°I�'0■12'ot � W NaleO � ��r+ou.tt,i5at+1 � (NNa�13.81l� � S/8� 8d m8'o.c. �5 at 16'o.c. 1 arnw 016'o.c. �'o.�. � (24 o.c.ot R00� 3:9LL PUTE Q 3/8� 8d 04'o.c. AJS at 16'o.e. 1 ecnw 078'o.e. 48'o.e. 3x SILL PUTE Q ��8• Bd 07'o.c.q_NS at 18'o.c. 2 acre�a 018�o.c. 32'o.c. iNOa t� 3x SILL PUTE Q 3�8- 6d 02'o.c.2-A35 ot 16'o.a 2 acnwa O78'o.a 24'o.e. 1Na.+� 3x SILL PUTE Q 1/2' tOd 08�o.c AJS ot 16�o.c. 1 aaaw O78'o.e. 48�o.e. a■s�u Pure tOd 04'o.c J2'o.c. 8 1/2� �� 2-A35 at 16'o.c. 2 xrs.�016'o.c. �x yLL PUTE tOd 03'o.c 24'o.c. 7 1/2' �N�a�� 2-/�75 at 18'o.�. 2 urere 018'o.e. �x SILL PUTE Q10d 02'o.c. 16'o.c. 8 ��2• Moai� 2-A3S at 18'o.a 7�cr�w�Ot6'o.e. 3r Slll PUTE Q 3/B' 8d 04'o.c. 3-A35 at 16'o.c. ��crawa 018'o.c. 16'o.e. EACH FACE INm.sia�� 016'o.a ir+oroa<,iz �x�LL PUTE Q3/B' 8d 03'a.c. 3-A7S at 18'o.c. 3 uro.e 016"a.c. 16'o.c. 0 EACH FACE fNwa.iaai p18'o.c. INO�ea�,�z 3x SILL PUTE Q ��Z' IOd 07'o.e 3-ASS at 18'o.c. 4 acre�e 018'o.e. 12'o.e. � EACH FACE I�.siaa� Ot6'o.e. 1Nmeat,ix �x SILL PUTE ALL FlELO NAIUNC SHALL�Bd COMMON ot 12'o.�.,(tOd for 1I2') „�"S--SHEAR WALL SCHEDULES..�,.,� SHEPR WALL COX w O58 EDCE jia��or B�OCKS SOL£PUTE TO JOISTS SILL BOLTS 7YPE SHEAThIINC N,4LINC TO TOP PUlE ar BLK'G p„�.nr..ew,J TO CONCREfE (Fl0.0-BUILTJ APA RAiED 8C Common SDS.�0 xl.5�rood�cr�.9fi'O■I O'ot SIMPSON,WCHOR w w Noila o � m�note.�t.�s.at�l �q�wro.t,a.ie.a,ai 00 Q 3/e' 6'o.c. '°'33 at 2�'o.e. 1�enw 018'o.a 2'-8'o.e. (U.O.N.on OEfNLS) 2�SILL PUTE Q3/8� 4'o.c. A77 at 18'a.c. 2 acrewa 016'o.e. 1'-�'o.c. � 2:SIIL PUTE Q 3�8• 3'o.c. �y5 at 18�o.a 2 acnw�018'o.c. 1'-1'o.c. �r+ois ti 2:SILL PUlE Q 3�8• 2�o.c. 2-A35 at 16'a.c. J acra�a 018�a.c. 1'-0'o.c. �NO�ri� 2z 4LL PUTE ALL FlELD NNUNG SHALL BE 8d CONNON ot 12'o.e. (coma�cra+siw.�nuo tr uraQ+srwa n+�se nores ecr•ara cansrnucnah) �.w..ao.uu.�.�a.ao v■.�a v�roo�fw),iww.wn r v�.t a n�.ne.s�..+:�a ra�a a.w r»�°a n°'�.r��ia e~.a��.��:r,�.�`e...'uw si��n a na�>t�rw. ].Fwilollon�l palr rel A�pwr�YW/oo�yn-i�ir la�Ne.t>qW YnBr.�dwlY lar i da s�awa w r e. ��.:�s/e'sd(r..e.r.y t s�+�r�.w.�r�a'w.�.�r�.er is sue .i>.eai r e+t�:nm Ma.ar.+a Y q Y.p e�iµ'u:a rr r ra. �r..�p<ovo.e a oen r.o.a a w ro��.r.e.�e•n�a.an.w�.r�+i:�.+�a e. e.anr m ra a en..i r��.�r+a n.a.y er e.�.r�v�:�s wo r.M.a�. S M�nw�aY�MONirp�1wN.Mtma m N.eoltan af t�.md MMOthiny u.an.by N.Mtan.. 8.Pmid�Wd>bbcldnp at un�upporW paw�dQw. 7.E�t�d Mi�ar�Matlirq ow dl a0�nq�fx oaiMwou�Ywx wDVw�k v�Mam raM thickmw. e.Sh�or�oll pwiM��haN nat M ha than 2{'N Mtlnr NneUOn.u.o.n.Dr 1M�qcid O�taAa. A FramNq fa�iv�aM��IMI W m(n.ZM(nonYnal)�hib�Of{Na 2 v qnetr��x.a a mo..ie•o.c. 10.MI poA r�c+ivinq holdwn��h011 lan��wr�dq�nWinq}up M. 11.Far 1-t/!'Iloor�h�oNinq oppNeatlan�.uw 504 I/�'Aa.�6'weaC sn��In Wu o!�'�crw�s. 17.SD51/�'dk.�E'�ood�mn npulnd 11 M pm nai v�b W utl.tMn alhM YoK wq�Ma[tM nol Motl Co�nat 0��tM�II�F4 11.Ml�n ad�i7�P P��d ni.vvM7'tlr wlen kW v wU tlw IiA.tlpt IM nai Mw IM wn�I�qUi aM Bam�fr rdux a�1M�wl��qcfi�d in na4 j1. is s�s.��s.o.a s�...(�so stee),rao.s�v�a�:�+.�..>r�«n.w rr�o a.r,n aYa 16 2�P.T.DF.i plab mq M uM e Iw�d L prwidd me.Yrrm�hv don nd acwd!00 pll aq vdror MW an a�ign�E k yx�E at SOfi a Np IM aNO�aa.wyauq. 17.18d(J.S�ImqN)Canmon Na1a may b�uaad in liau of S�5•ooC xnra: T 1 Oit 12�heor II:18d Common 6' yp� �ro O o.C. tm nw.r�a d e. lvw Canmm•/ Typa 2 OR 13 ahear woll:tBd Common 04'o.c. �Iw�qth�].S't dam.t��o.t61' T 3 OR 1��hwr�wll:16d Canmon 03'o.. YP� c T FOUNDATION�SILL BOLTSc > �a, tt ntrWR�paq anclw boK�an tY O�Y�O�1IN11 YN 4n1{porl ET dri1�`ny/olMidatlm�%min�7' Class D "�' Th�an<hor bolt qacinq qr Mwr �all�chMA�p oMY rp�tr�tl�Mn •5�8'diameter sill bolts min. M��'•v^��'�'�� •6-0'o.c.max.s acin �M ao rwt«w.,.oe�.�ao. P 9 eaa a e�-a�ma...oadns(«..a,yl. •7'min.ambedment m�'-0'o.c(two Naiw) 3�x3�x1/4'min.plate waahen •12'maz./7dy min.from end of platee /I.LOwP6lE SHEM LOID 2!0 ro/ft 350 Ib/R ♦90 Ib/ft 6W W/R aia ro/n �80 b/R 900 10/fl 770 R/R 920 Ib/k 9E0 R/(t 1400 Ib/R 41E�R LOIO z2o ro/x ]SO 16/R ♦SO IE/ft 800 W/R HANGER SCHEDULE ,a� �� or SPEpE NANCEA �/� z.a OF-I. wsxe 2�! LUSYE LIO 1U5170 2�1Y LU5210 NE !IU{E NN ♦M! NU4!Min li10 XUS{10 lwlt XUS{12 8.8 NU98 Min 6i! NU6E Yin h10 XUlfO Nin �12 NU61I lin J.S"v9.5' PMAUAM NUSa10 J.��1I.23' � NUS{12 J.S�KII.l73� NUS{12 5.Y5'�9.5' QM.79 s.zs•,n.zr a,vs.so�n.zs s.zs'.i�a�s arvssii e.izs•.,z• au-uw cxn e.n•ns• a�n e.rs•nz• waTe I0.7S'R12� N4LT11 ra�s: (�)use r+�cow�nom w�nme unt.ess O7NERMSE NOIED(U.O.N.)ON PW15. (2)USE SNPSON or EOUAL WWCERS. (J)OPIIONK XANiflS IIAY�USID IN IIEU 0�WMAT IS NECOYIIENOED- CONSULT PFOJECf ENONEER. � [. �P „ . .:. :�,., az...�:::...... •'' ... ......... �. ,..,.. COL�ECTORS DATA: 5�«'� o�r+mes�couFCroi+ x-x:.w�r�s(ae,iasrs) �a'�r�a.xw.s¢o�Ks INOMA7E5 A ORM: sranp To eE •e.e.�a ar esie mi.ccar.o-�.z'-a' INSfALLFD AT ROOF/FLOOR FFAMING-SEE DETAILS�ya�m�nMn.Uw B4 d holw HNC,U.OJI. ($�P�MIO NOTE BELOW: fiNd ndinq to W Bdet'o.e.,Typiad �Ert�nd d QISf14 cqbetx�fto�]�-0� SHEATHING SHALL BE EDGE NAILED a�m..a m.�e...u..tal ai na..ew,u.o.n. ALONG COLLECTORS. TYP. F"1d no°'"4�O a ieao�.e'o.o.,ryoKa HOIE: svnuu wu�s e�ear.nor aosa+n�w s•a.�. OA41m 11NE.COU.ECIOM USE EA fDR CS1E SiNMS ONE ROW OF CS-18 USE tEU FOR CNSfl2 SfRAPS +'��W/� USE 1!E fUN CIISfl4 5111AP5 CONMON�T 4'a.e. USE 1!C fOR CMSf18 SfRAPS 7l1170UGH Plr�t000 UsE t!C fUR AISf STRAPS INTO]as SOUO BUCG •EM�k yr Waq e.r�a yy min.2a' oaue�o�si+m une-wuFCron •/�na..m.d e(ieM om,mon�an..ryv. FiNE nmlinq N M Eu(tl0�a•a.c.Typicd SIRAP.NNLm W/9d •OvwIW aN Nap�awr�ip rvRxs min.24' CONNON AT 1'a.e. on haN.mw le common nm.r. tHnoucH r�rw000 n:w�x�y�e.ea(�ea�a•a.a.r�a Mf0 4.4 SpJD BLK'G ��OE7qfF5 A COLLECIOR ONE ROw OF CA15Tta snur,wu�o w/iea COLLECTOR SCHEDULE WMAION AT 7.!'o.a n+rroucr+v�rNOOO r�o rw�s sv�uw nno a.a so�ro a.KC C0.1. �yy� C516 Z�d�� 04'o.a. asn• �'-a'd�� eas•a.�. ROOF and FLOOR SHEATHING SCHEDULE ROOF SHEA7HINC SHALL BE APA RATED 15/32'(1/2'NOMINAL);PANEL 10 INDIX 32/16:EXPOSURE 1;UNBLOCKE�U.N.O.;EDGE NAI�WRH 8d CONMON NNLS at 6'aa M10 12'IN 1HE FlELD;USE PLYWOOD CUPS LUMBER GRADE NOTES nr uNSUaaorrrEO EDGES. W000 FRAMING LUMBER SHALL HAVE THE FOlLOYANG GRADES UNLESS F100R SHEAhiINC SHALL BE APA R4TED 23/32'(3/4'NOMINAI);TkG; NOTEO OTHERWISE ON PLANS: PANEL ID INDEX 48/2�;EXPOSURE 7:UNBLOCKED U.N.O.;EOGE NPIL VIITM Bd CONMON NAILS at 8'o.c.AND 10'IN THE FlELO. SILL PUTE PRESSURE TREATW OOUCLAS FlR-LARCH STU05 DOUCUS FlR-LARCH 2 RAFfERS DWGUS FlR-LARCH 2 J015T$ DOUCLAS FlR-URCH 2 NOTE: PUTES DOUClAS FlR-URCH 2 ORIENTED SiRAND BONtO(OSB)STRUCTURAI PANEL HEADERS DOUGLAS FlR-LARCH 2 SHEATHING NAY BE USED IN UEU OF CD%PLYWOOD. POSTS(4x R LESS) DOUGUS FlR-URCH 2 OSB PPNELS MUST NEET UNITED SfATES DFPMTMEM POSTS(Sx k GREATER) DOUGI�lS FlR-LARCH 1 OF COMMERCE VOLUMARY PERFORNANCE STANDAHO BFiwS(4�h lESS) DOUGUS flR-LARCH 2 PSZ-92�PERF�RMPNCE STANOARO FOR WO00 BASED 9FAM5�Sx R CREATER) DOUGLAS FlR-LARCH 1 STRUCTUWL USE PPNELS�PNO/OR GN�OIAN CLU-LAM BEPMS 24F-V�OF/DF PERFORNANCE STANOARD CSA 0323 CONSfFUCT10N PARAU.AM PSL 2.OE SHEATHING.' OSB CERTIFlED NARKS(APA,7EC0,OR MICROLLAAI LVL Z.OE PSI)NiE EXAMPLES Of ICBO APPROVED k PS 292 WAUFlEO PMlELS. N y O N re-ao��v� � _ . . -��-�� _.._. ` -��---,� - N m . . . . ; .._ ... ... ... . _. ... .. .. . : ....... _, ..., .�'�_ .. _ . ... ... .... ... .. . . . ... .... '�: ;� .... ...... .. ' : : ....,. . ..... ..... ... . ... . ...... ....... . ...... �. � :: :........ ......��.. : : : . ... : : : : �: ::..�..... ��.�...... .................................... ......�.................................................. .�.....,....�.. : : : ��; �C.... ,..��J :� _.. . : ! `... ; � ; � : ::�� ...;... ..i C ...... ...... � ; � . ...... . . \, ......_ ._... �- . . ,.. . ; �...; .,...... .... -,-. ... ..... . ... . ..... .�� . .. ..... . .. ._.. ._ 15im. SD.3 � ... .... .... �. . �'� .. . . � ............ ........... . ' ' ...... � .......... . ............... ':.................. .�..... . ��.... .:.... � � .............. . . � ................................� :..�� ; : : : �; ..:,. �' . : . : '. : : � : '�:':......r:.�:..:...:::.... .. .. .... ' � ; ��........ :....> �......... ��........ ........................ .. . .. , ..... ,....��....:...........:. � . ....:. : . .................. ..........................� . ..:.r........................... ..... ,.. : . � . ...... �� . � .t .� : : -� : ' � .�.. ; >.�.� : . : . �.. . ��.. . : : : : :.....:.....' �, .�:.:.:.... .. .... . ... ..... ..: /.:: ...... .. .. .... ' ��. ...... .... ..... . . .... _ �4 s ... . ` . ... ... ..._.... . .._. _ ... . _ . .__sj .....� . . ' ; ..... _ ......... .. ..... ..... M+� � . � ' � � �i : , ° : >_ _ ' S s� lar .__... ...... ... ............ ' �� SD 3 . ...... .. . ... ......... : : ... ..;... . . '.✓ ...�..:............. �.....:... ......... .:.....� :...... ......... : : : . ...... ........................ ....................................... ... �; ,� ,.. �... ,� : °' _.. _...... �:� . :�.. .. .. � : � ��. ..�N �. �� : � ,.. ! �q : .. . �s /�` ��. / _... �.. ......_,. . � . : � ".� ' ...... . .. \� ;._..... � :::::........ 6 ._ _..� ��*,' , . f , ...,.. _.. s Y m. 1,._.... �'..:�. so3.:....... ._.......... ': ; ,..:... .........._. �o� �.'� N � '�; ;"�i ,!�. ; �. 5' ' o� \ _ ,.._;..i _... __...... e ...�. _... _. ;_... . '. s - « 1 ...........� _.:..... . ....... a: . ...... ....... M .: . ....... ................................... ................ ........... : � �; .: : m : : �: ��. � . : . ....�.. .. SD.3 .............' � ... � ' ��'� ........ ...-... . '... .. . : �... . . ..................... .. . ......................... ............... .N .... .. .. ... .: . ... : ' ...;.... ...' � ... . : �.....� ...:. . � j. � ; : i.� �.. .�N . .... ............. ....�..�: �. .. .-.....� .. ....... .......' ' � : �� , ,, . . ... . . ...... . ` \ - ' � � . ..... ........... .`'� ...��. ........ . � ........ ...;... .......... . ; /, ,�. �. i� ��: � . �� . . ..�_�� ' .-�. : .. .. ..... : � ..... . ...... ....��-� .:'::- .... :..:. .: _ ___� _ ; _ _� � �____. I ___ _ _ _ : . . , ., ,_ _.__ , ___,� ____, __, ___ : _: � �� , r � . , , . . � 1 : � , ^ i` � _ _... _.... _ . .',� . \. .�. � i...... ......... ........' . ... ��. . �: SD 3 .. ��.. .. .� ....:... . ... . ^Rw... i .....:� .. .. ...... ......... • i ,..... • ; /.... .... �``„�.� � � r�.. ... .. -.... . .. .' i 6 6 `m � y 11 - r' ; ! _.. ;.. < l S0 3 ................. .....................::�� 50.3 ...... . . . ',, .. �. ................................................ ........k. . . \+. .................. . ... ................................. ... � A` '�. SD.3 : . � , ; . n � : � � '/ � �� ... . SD 3 v�ti ......... ......... ....; . . : ' .......... ...... ............ .... ............... ..... A i f y0 : t .� :: �'. . ; �� .� � �� ' ... . � .._..._ . ......../; :: . �. : : .�... _ ._....,._._ _._.._. .....,.. : : . .. . :O ...•I � � ... `�. � ��. �. � �� ' : :m � .... ._.... . ... .. .... ... _... SD.3 ! . ` ...... .._..... � �� . � .. . .� . : . � • ... ._. ._ ._. .... � � /� - � . 5 si lar S si lar � � � .yl...... . . .........50.3 ... . SD.3 .. ,,. .. .../. . , , ��....i'...... . .................. . ................� :� ' .,. .. �r...................... ........;.:.................... . . ... ....................................... .. 1 sim. � \ 3 �.�� . : ,,:..:• .;�: ..r' . ' 1........... SD 3 ...........F. .. : : : ;� .::........ ........... ..,.�. . . .. .. . . .. . ................�...,,,�,,. .,,�.....,,.,.........,................,.... ....... �. ., .,_ r::: • +r . \., '! .::...:. ::. 9 ..l ..... ....��:,x ��^�� .� .��........ ' : .......... .. ...: �': � .. .. ......... .. :. y..... v i fa g , � , ` i ' � � �". _,_....I _._, ..._ _____ __ __.__._._...__ ___.. --iF --� __ --- c... i .. ......."...... � ; . ; / , �...'. l ' j, a ,. .. : p , _ __._ ............_,.....................................�.�� , . , , , � A_ �._� �� . ............. . ............ ... � � n . ....... ... .... ... . `�}� . . ; i ro N ��. : '� :- /�.' ��,,� . �.. � . . ; ; . : . ' :�� :. : : � <.F: d �Q� � ....................................... ..... ; ; .......................... : / ; %��: : : ' . : : : � ��. ': � �� . n o..... � eD�i % �i: ................. ... : . : : �, ... . . ............... .. : . . : : �� : : : �. �'� : ...... �� . . :J. : �: : � ' E �:' �,t.;..... '. : : : . . ......... ..... :: � . : . . , ,�. .. .......... ...... : : : : �. � : : : � . . : �. .�:. ...._. � �. . � .......__ _. .... .,. . . . , �,,. .0 , .. . . . . ...., .. . : ' . �; ; ' : . . �:� ': ........ ` � ...... ... � � .' , � � �. ' y; . :� ' �.. � . ` � ....... � ... 6°: 6r� . 66�.� \�' .� . ' �� .,. y0...:.. .........� ............. �.....�@ �......... ....;.... ..................K�O �. :` . : . : : � . m , '� ;......... ........ �..__._. ._.; ; ; i ; . ; _ ,�._._..._._ _.___._ _.�_.._ ;_. __!._._._._ .._ �._...__.._: `�'��" _ `� ��, OffMl ta/50-1 FOR TME OlD WMJS TMT�1EED IX1F7�90N F �,��,��.�� ROOF FRAMING PLAN �PROYFD CORNOSIpI RE45fENT 1MiEFW_ w�aon aais,Hao oow+w�an eous�wo�u m�+mgms,swl ee �^°�°��^°°R�°��^�°^�� SCALE: 1/4"=1'-0" oz iW 0 �N� �¢a W�H �`�� °��_ ��o U �� =�w =N3 �o° O N�w �_.� �I� POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS 2542 S. Bascom Ave. Ste.102 Campell, CA 95008 Tel: 408-559-4202 Fax: 408-559-3628 Email: john9popa.com Q0.p1'�tiflp� V�O,uNN p.p�py!�1l ^ : � No C030.615 �p r i r 0. � �FO C�\0� JOHN POPA R.C.E. C038645, CA POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS INC. 2542 5.Bascam Ave..Ste.102 Campep,CA 95008 Td:(408)5594202 Fu:(108)55�3628 JOB TITLE BEFFA RESIDENCE 20917 Greenleaf Dr. Cupertino CA 95014 REVISION Q PER PLAN CHECK Q ENCINEERING THESE SIRUCIURPL DRANANCS WERE PRODUCEO BY P�A ENCINEERS. n�e use ar n�ESE vw+s eNO s�aciennoNs SHALL BE RESfRICTED TO 7HE ORICINPL SrtE fOR WHICH THEY WERE PREPARED,AND PU9JG710N 1HEREOF IS EItPRESAY UMRID t0 SUCM USE. RE-USE.REPROOUCTION.qt PUBLICATION BY ANY MEfH00,IN WHOLE OR IN PARf.IS PROMIBf1E0. fURfHERNORE,TRLE TO THE PUNS INO SPECIFlCATIONS REMNNS WITH POPA ENGINEQiS INC. VISUAL CONTACf MATH THESE PLM15 MIO SPEpFlGTtONS CONSTITUTE PROOF OF ACCEPTMICE OF N.L RESTRICMINS. PROJECT#:11020 DATE:May 2011 DRAWN BY:jp SCALE:1/4"=1'-0" PROJECT MANAGER:jp ENGINEERED BY:jp REVIEWED BY:John ROOF FRAMING PLAN AuWGD 74 ^� ArcR"O'Shea \ va•=r-o� v (BOND PRINTS RECOM�AONDED WHEN REPRODUCING) E:�2011 Jobs�71020 tov c A75 CUP ONR JACK SR10 Ep,END IF 4x12.bxi2. 4-i6C NAIL Bx12 IS USEO. MIN.Ell END 0.75 CUP FIEAOER EA.END SfE SCHEOUIE INTEANAIL STUDS M/19d NAILS o!12'o.c..STACCEREO. BFARING SND(5) REPLACE KINC 5 SEE SCHEOULE WITH�4M POST Ki�� HOLDOWN acui SEE SCHEDULE NOTE�. HEADER SCHEOULE WtOTH OF STUD WIDTH N0.BEAftING N0.KING OP NING 2x4 x6 x8 STU05 REQ'D STU05 REQ'0 �•-o'rux. f.� ae e,e i i S'-0'Wi%. ta6 B�B Ev8 1 I 7'-0'N�%. 1�! 6�! !.! 1 2 10�-0�WII. 4v10 E�10 E�10 p j OrIIi 10'-0' $EE PLANS 2 NOTFC. 1.AT EXTERIOR ANO INTERIOR WALLS,A 4x12 DFj�2 MFAOER NAY BE USED IN L1EU OF THE HEADERS NO'fED IN THE TPHLE. OMIT JACK SfU05 If 4x17 IS USEO.TYPICAL. 2.MEA�ERS NOTED M THE TPBIE SHALL BE PROVIDEO OVER ALl YANDOWS,DOORS,PN�OTHER OPENtNGS UNLESS OTNERWISE NOiEO ON PLANS. �.WHEN HOLDOWN BEfWEEN FLOORS OR AT FWNDATION OCCUF75, RFPLPCE 2x KINC STUO(5)WITH A Ia POST-DEPfH TO MATCH STUDS. 7}IE A33 CL1P MAY BE NEGIECiED AT THE FOUNOATION LEVEL WFIEN HOLOOWN IS USm. 4.FOR HEADERS SUPPORTINC ROOF OR FLOOR ONLY,ONE BFFRINC SR1D MAY BE USED IN UEU OF TWO UNLE55 0'fHERWISE NOTED ON PLANS. FOR HEADERS SUPPORTINC BEAMS,USE lW0 BEARING sruos. (Typ�CAL DETAIL) HEADER SCHEOULE DETAIL s 50.1 $h�or plywd.aDov� �b�laM opn q Bott.of haadv� � �Wnaaw o �^9� 'a Top of window� all plata � Sill plota anchw bdta- e��plant tor ehwr wdl typ��aheur Mcl� xh�d.for ain R apacinq, eea typ.�ilt plate Oetoii for'Mo. �I� NIIIIr1�rI/�J ....�� I �• . 1 �i�e� M�tr� rpuirM on�aacphn rd�d opn a �P th�n 2'�:Mm uw on pa prS�Cta aoncnueu. I owr .) toA MroO Noldown- �plan tw typ� (MOBA ahown harc) sw ty0•�Idorn detail for'nfo. : Lea�t.of ......._..._.•:':'� sill pICt1 (Casa when top plate ht to length raEo exceeds the allowable) Twical Shear WaN Elevation DETAI L s Sw nob N 1m Mat� �o,11M rpuMUlllnb 5 5 S 5 S 5 1'-2'ma:. � dmum hoN .tmwn aomK..a5 �oca�95 HOIDOWN AT SHEAR WALL NOTES ♦ INDICA7E5 A SIMPSON MSi STFtAP TO BE NAILED BETWEEN FtO0R5 TO A 4z POST.(1) �NOfCATES A SIMPSON HOLDOWN INSTPLLED AT FOUNDATION ANO BOL7ED/NAILED TO A�.4 POST.(2) NaNr. 1 Fa MUO�m ERww�/loon.p�lypicol F1olEOwn ot Flaar fromin OKOiI. w Y For hddo�n�ct/oun0olion.�}ypcal Halawn al FanAetim . TYPICAL BALLOON FRAME WALL ROOF and FLOOR SHEATHING SCHEDULE ROOF SHEAIHING SHALL 8E APA R4TED 15/3Y(1/2"NOMINAL);PANEL ID DETA L 2 INDE%32/16;EXPOSURE 1:UNBLOCNEO U.N.O.;EDGE NNL WfTFi 9d COMMON NNLS at 6 o.e.AND 12"IN THE flELD;USE PLYWOOD CL1P5 AT UNSUPPORTED mGES FOR 24'o.c.R�FTFR SPACINC(t)(u.a.n.on pwmj FLOOR SHEATHING SHALL BE APA RATED 23/J2�(3/4'NOMINAL);TkG; PAN0.ID INOE%48/2�;EXPOSURE 1;UNBLACKEO U.N.O.;EDGE NNL WITH 2z STUDS ot 16"o.e. 8d COMMON NNLS at 6�o.e.AND 10'IN iHE FlELD.(s)(u.o.n.o�pa�.) T�� Nafw: (1)P�yi'W.np� �,�c�r.ewmn.n�Ma,��a/Z n.apoetrw. s/e-(ma..) �Z�u..�iaa��mo��u«�i or�ea�,o��i�i%e'p�yeM n.��r�/s•py.a.: a vwnrxi aucennur TYPICAL STUD WALL CONFIGURATION D�ETAIL 3 a'-0'miNmum Vlum6inq p�nMrafian� Top Vew M w wwt.a �'�n�.,.y�a� 97EIW�OM 2E0 ro/k 350 Ib/R 490�/R uo ro/n �io w/n �60 b/k eoo ie/n no ro/n 920 tb/R 900 ib/ft 1200 10/R -rooC acrew;�q x 10"at N1ow�BLE q�NOi.�i.a.ie.aie�aq snFx+�oro 118'o.�. 2'-B'o.c. 220 10/R 2x SILL PU7E 1�-i�O.C. i18'o.e. ]�o ro/R 2.siu Pu� 118�o.e. 1'-4'o.c. 4S0 ID/R 2M SILL PUTE f18'o.e. t'-0'o.e. app ro/n _ 2x SILL PUTE EN. OOF vMb� NS CUP 021'a.e. S/IE/�1HWG E.N. ROOF RIiTER 16d Cammm Nail '.ow pab nai a (SEE SCMmuI�Ej !?!..� rlOTES:(CONTRACf0f1 SMIIl REAO k UtqERSfANO MEg NOTES BEi'ORE(:ONSIAUCTI011) i.m«..b.aer wo aa�e�xo o..w.v.koi lp0.ia.r�.a nM.�r�.�a..��:�q.aa m�:� 2 M��Md b�d Ir Nn e in�L naiM��W f1 10 i 1�4�� bP�at w 7,l�sind Bw. Gwa�A n�i Mol W hetdiP�e a hnM�d. ].FauNslfa�i potw�MI h�V��trwEd Dew�-%r lmh Na 7>w�IwnE�.�brlw b�N ix s�aw esn rr e.�.�..��/e's.p•..e.s..q�v.r�r...a.e�-o'.p�.�r..� ro o�wd�od�y.i>.va a ba6�.wi...�d.a+sn.s a�'h T a 4 V�'u:d,na n.Y.d. 4.N�ysNM a�a1 M111 fao�al a�!MD qeuN'r Nw tMn 8 os.a IilOI i0�,Vawl A�4 M W M1wiq�n0.�OI Bvw��el 6�m..Y�s:r NO bq'a ni �.,w.n.ar.a.n.anx�a.nai ww�a�u m.noaom a m.�oor.nwua�a, .o.�.ey a.a.rai.. e.v�o»e..t�a d«w„q at �opww p„w.dy... 7.E�d M�vivaenMy w.�di oc.+�u.iw c�w�o�..n.o�.uvv�t u�no� wi wam.... a.SM�or tull pon�l�flqM ot M Ipt Vqn 21'in�Nr ArwSion.u.a.n.Dy U�w.aai aKais. u.��:�y r>r.o.an.r�e.�:�.x.�(�:�dl.nw.o�-��.2«y�w,�.e.��.ie'>� ,o.All post.nc«vinq naao.n..nar na..nwr Wq iYnq rw�nc 11.Fv 1-1/E'floa MwNirq opqicatiam,uw 505�1/4'Gia.�!'�oaG scnw�in liwi d{'Kn.'. ix.ms�/�•aw..e•.�a.c....nan.u. ii n y��m.v.m n.�..a.n.�oawa�...b,n�m.�w nba ma�p.�ww m.M.mn:�y. 14.'1r�ml�ip brq�q�on�..a�w..r.rtr m.m�e�imr v.�a m.�rrt u�e�n.�.i.�.n.�.w�qm and diamdr valu��m IM rad�qri('i�d in nd�/2. ia s��s.o.a.e...(KSO sxe),rao.s�v.m a��••�r m m:.w rr cao e�.d�.. t&2�P.TDf.i pleb rny M uw0 n W d L pawdd moin�um��er dm ne!oc�d 600 df mA xl�s hdh ar�dsynM k px�d at SOx or Np tM oMO.ad�wpadly. 17.16d(7.5�I�ngth)Comman Na1�may M us�d in li�u o(SOS vroad�cr�we: Typa 1 OR 12�hwr wall:18E Common Y6'o.e. Iee ne�4.Iw b.d ryq Cemmm•/ Typ�2 OR 13�hwr woll:16d Common O�'o.c. �1�qth-3.5'k diam�tr-0.182' Typ�3 OR 1I�hwr wcll:18d Common 03'o.c. Typ�4 OR 15 ahwr wall:I6d Comman 02.5�a.c. '°� FOUNDATION SILL BOLTS `a�'°�a�°9�^"�T or�Wd ICBO cGVrowd�pa�y. dAtl�.i�tiep fwndoGan r/min.I' Class D �a��w��a v.r ri.o. •ax sM7W�i�onlY nWirW�hw� •5�8�diometer aill bolb min. �ia0"��""'"'Of •6-0�o.c.mox.s acin "otl•�0"O�0Cp1.'°OC andior P 9 nae,ae e'-a•�...po�w(an..�ory). •7'min.embedment a a'-o'o.a(t.o.ta+a) 3"z3"x1/4'min.plate wcahera •12'max./7de min.from end of platee Woi•p'3yd..... 'hb:l rt�a�•mh ehectr.i'.!?�k 4 (S.S�_y:n n.. t :Mf'a fn smmx� A_.. sc 6,on�umm en,ec. .n- «v: L.ec..s.n pe�ee.�nr;ar �1.:nr.4uo�Nir..no.l�sno4atian:fYJS Ca. W NCT tT'ErFtiCOT^:E: +Pi.rM .W tN:1'��9 Per C:�M.� <�ci n.f;cr.lc�<n,t:P!.r.K:i 8d-�2(u.:3,•) �i.•s.9' sr:a°FING:NO�)•�;i •�a��Z:o!ul':-t-:�J�� : N::U. 'M yhcyr q}y� It�r.-noila.HV ta bn:: d�'w fhea• ..a�! j epncing j� waCS.tnerc ih�:+ci•di�m`t�a:+cl�matr.n J:�dmmtw?a Cammon v� nadx,U:a y�i ir.rad ienq:n sAan r.ot t�cew:hxn �: !^e w:m:({:!rMA.Uk.�mm...,;ii pn:Ytrcbun;. :� :�.;�� a.;- .. .�.:f r. ...<a < _.... (. ..o..:�::.�"..._.I..:". ..::Y. �...'..�:t........ ('\��:.�.<:. � ..r.� « .�._..<..,.... ..i'f:'.^%t.. � sr. x:�r .� z�x .. .. ?:.: s .`�. -...�Jh. ........ . ..a . �.�.�4 ...:. .. .. . .��:.:..�.� a:.�. <...�`.::. .: �:�:.,:,r-:>� ....,:�,t,�.V^.:.............. . . ... . u�.1:'...:5 :h:�:,. ..�4.:: .. .... �,>, . ..,... ... .,�..... ....�1'Y. + �� t �, .... 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U..4 � �.. ..��...a�..�.... ........ . ....... � �-S.i �.'. �b � f .',t S S �:; e t c '.,........':�.., >�.:.(�. ....::,,�..,..:;, s 'r � k7 -'.: .� ..,.. a ..:.AA�..',�.�i .: r ? � � � t '� : ' - . .�i 'v n .- � . ♦ �':, ,..<.,.:�...t.S ..:�...,e....,.7� ...._..s .... .�:.:r...�.:.� (mir..�rwr na�lirtq:nlwnc4xi .. . �.� ... .. < ;-.:; � . ..' I VU.$i1?3.`Yi3fI.�.��.�Wyvd.th�oNi 5 :�� .:,.s.�,. �.>.. ..,, s ...._ ti�..... , �. 2[mibn '�a � a. Y �a.. f .� ..A '..i� w plans M fii� pnd epacinp � i;`f. 1 K • Od Cunmm mna�'o.c. �;S .� .a. . .. +.�... �immblk'g' .U.O.H. pam on 2a Napd blk'!1� x41 .t S . . 1�..'�Y :5 Ae'.:. (c)/7S 4JW'.n. � CLN'G aasr �Sh�ar�an-0 .cn.aua 2a Mud��I6'a.e. Sfructurd�di SMar wll--D w��ch�E�N ''��6am�t�r Smpwn�5 woEN1 ev�s pa Mver ch�duN �wl�Vb��fa Mk'g" Fl�aarw�n MM'9 LUMBER GRADE NOTES 1Y000 FFAIIINC LUN6ER SfM11 HAVE THE FIXLOYINC CRWES UNLE55 _�l�^^ NOTED OTHENWISE ON PI.HNS: - n+e srnuerune�ocscn�s e�o an arr�uwe�x.arr tu�x -- �� ex USLALLY IS SfAMPED'S-ORY'(SURFACE OR1�.OKY LUNBER HAS :--'�..o�c-"� A Mq$TURE CONTENT LES$THAN OR EOUAL TO 19 PERCENT, _ SIIL PLATE PRESSUIE 7fffAiED DOUGlAS iIP-IIHCH (ala.n. STU05 OOUCLAS FIR-LARCH 2 RPFTERS DOUCLAS FlR-LN7CH 2 �� JOISTS OOUCIAS FIR-IAHCH 2 Z �M�� PLATES OOUClAS fIR-L4RCH 2 HEADERS DOUCL4S FlR-l?HCH 2 u POSTS 4a k LESS) DOUGLAS FlR-LPRCH 2 � PO5T5 Sx k CREATER) DOUClAS FlR-LPRCH 1 . BEMJS 4x k LESS) DOUCUS FlR-V+RCN 2 , BEMIS Sx k GREATER DOUGlAS FlR-LARCH 1 CLU-LAM BEPMS 24F-V4 DF/OF PN3ALWA BFAMS PSL 2.OE Z �h�p�p N-D MICROLLAN BEAMS LVL 1.9E � TIMBERSTRPND BFAMS LSL 1.SE � Notn: :ewm.w 4ma.on 505.aoa�ol i.The naminal aixe do�nat equal tha xtual aiza,a.q.,for 2x12 joiat- °"�.P"'�°"�'d'�' Y�12 is lh�nomirwl siz�k i.5�a11.25'i�th�atandaM dr�sHd aiza a�P�^v!e Mt'q' Neo nob ttwt th�standard dnesad aize may wry per Lumbw NFC. and moi�tun cont�nt. 2.Tha naminal ait��qual�tM actual aiz�,a.q..fw�.S'x11.B73'Parallam %bw py.d.an. "PSL 2.OE Ewm-7.3'x11.875'ia the etandarA drneeE aiza. �0^^��q .� NOTES B t. PLl SILL PUTES SHN1 BE PRESSURE TREATEO OOUCVS FlR LUMBER. y SEE FOUNOATION DETaLS FOR SfZE OF SILL PU7E. T,p pyt. �� a.� Z naN. v� a 2. 7HE'tl'DIMENSION SFIALL BE GREATEF THAN OR EOUAL TO iHE DEPTH �Wc� (��) p�iw . oF nie w,�u sruos. ¢ J. MICHOR BOLTS FOR ALL 5�IENi OR BEAMNG WNLS 41N1 BE y 5/8'DIA.■72'A307 SPACm NOT TO IXCEEO 8'-0'o.c.rith NINIMUN 3�x}'xt/4' PUTE WASHERS. SEE�IEAR WALL SCHmULE FOR itGIiTER SPACING Z�di� !naR� E�wil� 2 nod� a OF ANCHOR 80LTS. 2-��oc ��"�y awb1.pale 4. AT EXISTINC FOUNOATON,USE SIMPSON'SEf'HIGH STRENGTH EPO%Y. s:.eua� w Z'N�d• SEE SHEM TW�NSFER AT E705i1NC FOUN�A710N OETNL FOR SRE ANO lp.�leu Commm oi�(min.) �� SPApNC�ANCHOR 80L15. 1a Aud� b.t.wn tap qe1��lin 5. EACH SILL PIECE OR SHEAR WN1 PMIEL SHN1 HAVE 7W0 ANCHOR '^'"' �� 80US MINIMUM. � � 6. iHE�e DINENSION SHALL 8E S 1/4�MINIMUM AND 12�NAXINUM. 7. MIN.ANCFqR BOIT EMBEDMENT IN CONCNEIE=7' TYPICAL ANCHOR BOLT 8 SILL PLATE Partial Elevation Vew DETAIL 7 NPICAL STRUCTURAL TOP DOUBLE PLATE DETA L a SHEr.R'�T1A�L EXkMt=�'� �� ............... . . ..� ..."-INCICtTES T1R'NC. E..---.... -') SNF/fi'NAi.I..SEk Si<FPi! a"•�.�`j YIAL.SCi:fIIt1� �-NIN•l1UN ShFAs1'EMC'N RfUU:REC PER S°PI+C•:iRA:. ULCLLtP.ON.AL'NAy t.fNGii<IH tiE:lll NA�I#i 4^NGER;THS tfNGTA W:t{. Yxi�FFA wMi-S£E Putl�' 'rEAR.Cr r'RAR�ic EXA:Y•^ri.E E-5�ed�•c.••�b: Hcr.f�nCUatr•'ae p�.o (""'MOb`l.>0.:NBFR NOTE: ...: �'t.�I E-Hr.pDY FRM1E"N�' (:;Fv"�1 kA.iN/VF.lN�.�+Of1 �(.... 8ats.�:�rje•o;a. � UN:L'S5 Oi�iCRW:;ff W07Ell IXv:ANS �� (....cn.aw. �-2�stuA�OIB'o.c. Structural�dl Floer S��oth �� T�� WMuN A�IM�. �) �WL FIN �'^"� ��'�'�+'+~� ~ }78E Canman rqb- � r o..�� w'.w. ��a'.e. O�6' .c. � �a1 w'... ��c... (2 nw�v.ia�t R t noN ot rlm) Flex WYW.�h�atA'�9 Floa AYwE.�.n.- rTJI Ilaor ld�t(�Vkn) W rim joirt �-.�15 d�w.w L550 d�v�(c7 �d^9 Pr M�ar�t1iM. �� rh�d W �-2�nWS 016'o<. SWcdnd�all .-z=.we.eie•o.c. SWOtural wY Floor SheaM' �+r�� 5nv.di� , N�`r.��rw• �rw r.a• w �vh�dul� � ron.nw M'... �i?..c 3-1EA naib- i0. �a w'.s. ��o'm Ote'e.. Common noB�- rFloor pYMd.sh�atl�inq 00'a.c.fbor�n. (rTJI Iloor JaiR(�w planJ to rim jad !e� w '"S4nVron UP�e■ .8 P.T.N vlat��/ (�a•�potirp •ASS�i) 7(E'do.x1l' d�w balt k 'E Fimsl Pa shMr�N�E. ]�]'q.�1/�'tl�k.pb4 �.tr d r 1YOka1 tl�ta Y1I0.1101 Mem 10�fIK-tM fh�Of�O fdlM.u D�O� for�pocing i �� (M! �rar �nlrwr � qn0� _ ...� :: 'nfa.not M iii,......�i '.. :.....;i j......i ...._.. .�..... ...... � ........ -.. .:..... :�. y .....,w .. .. � �iii a ii� ..i•,,�: � (Case w/Joists Perpendicular to Footlng) (�.P�CAL DETAII) Twical Shear Transfer at Interior Section (IDEAL CONDITION) SHEAR WALL SCHEDULE TAI � t ��-0 a.0 3 �i 1 1� . i d. .o�. '; 5�� . ... . . K;�,"J:.i�'�._.U:i :..x�:;.,�,... ..:.. .�., a. �,_< .>,r�... ,. .... ,..�5',..n...,. <. .,,.......�...........<... .. pn'q joi�t- � . �.Wem ror::. x r. .a . ti tr� � ,*.�, � �z..� ona.paclna .�; �, � �. . . s r..., "� -2i toa dhl. z . 4:ri.k..d i <.......,�� .,C�..:.....�i..:.. �� ,' ,'v �.s.. t �. A .. i :F l�y �i.�tud�lE�o.c. ,. . .. ..t:.. .,. , � ..., .. . ... .. .; .;. .. ' . .: swe��a.on s,k s > y-. i !Y �`. �i �i: f: �k� i: ' . . '. . . . .. �....� .,..,.�.. .. ...,..:-:.�� .':. "' . � .. ;�t.. .-2� !`f:...a :� %2�i,. .2, �T l ... ... ... ^' �...., .. ..... ,. ,. C;it:."dvii�'��N.E.'.-......,c:... ,.�:::.t>,'.,,�,...., ,,�;. :z.. � � : �k .. �4 hA:'. i ( .'� � ., ':S 3r �z,.he.�ie'e<. <, ...; -... ..:�.. .. :.,` s:' ..'.i� z: Strue4uM.al .::.k:..:'..e��stC�:: n 3�� ? 3�� ,v„ .,.�...v i:;�:'";:�,a�. .,. ,.. �. :.. ..,r , , r� .�:� Flaor Sh�alhi .. ..�..�.,....�'�....£.,..�,t-:'.....c.�, �wr,�f rwi i+�l T�M .. '. .4. x.a: .: y.. s i t' ; u sw rtl�Ow��r' Y i ` k�.,' 4 . . .__ ..,._ ....��..:! .'�...c.: �:..)`. 1t r o..�v w'u ��C u ..,....'�.0. �T.:'. 2':.,.. �4 ioi �r«. .�w.. � . . . . . ,� . .k ..Y.. .. ..� s s �' Floa pywtl.M�athiip �� TJI}loar joi�t isw C�) • F q. ♦ i � +v : . :ai 'v+...:k � �� .... ..<:":.::."�:? 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JOHN POPA PE License No.C038645 POPA ENGINEERS STRUCTURAL ENGNEERING CONSUITANTS INC. 2542 S.Bascom Ave.,Sre.102 CampeY,CA 95008 Td:(108)559I202 Faz:(/08)55?3628 Emai:john�popa.com JOB TITLE �i',?o13z�� REVISI ONS: � � 1}iESE STftUCNR�I DftA'MNCS WENE PRODUCED BY POPA ENGINEERS. THE USE OF iHESE PLANS MIO SPECIFICA110N5 SHALL 9E RESTRICTEO TO 7HE ORICIWiL SfTE FOR wHicN rHer w�rx�nr�o.eno weuc�na+ THEREOF IS IXPRESSLY LIMITEO TO A1CH USE. RE-USE,HEPRODUCTION,OR PUBL1Gl10N 8Y M!Y MEIH00,IN WHOLE OR IN PAHf,IS PROFIIBITED. FUKfMERHORE,TrtIE TO iNE a�ws�wo saECiFlCnnons�+aNS wm+Poa� QIGINEERS INC. NSU�L CONTNCT WRH 7NESE PlANS PND S�pFlCA710N5 CONSTITU7E PROOF OF ACCEPTMICE OF ALL RESiWCTi0N5. PROJECT#:09057 DATE:Odober,21 DRAWN BY:jp SCALE:1/4"=1'-0" PROJECT MANAGER:John Popa ENGINEERED BY:jp REVIEWED BY:John Popa Structural Details AutoCAD 14 /'1 D■ w Arc�."D"Sheet \ �I 1/4"=1'-0' v 'r�O �l�/_ e. � � �% / �2-�Ol 3-�t r a-�o �-�3 __.._. r-- TAI i 3 �o acuc so.z DETAIL �4 lCYI �r�F�/y DI $p.2 DETAIL �s �..�� m.z D TAIL ie 50.2 TYPIUL � SLl�B ��•. ,` .'.e•� . . . � TYPICAL SUB CttACK CONTROLL JOINT �� UT AfTER THE CONCR IS H D DETAI 9 w xx[ �ea owr.w�o 50.2 � /4 BAR o48'o.e. � EXTENO 2'-0'INTO SLFB �� '!.j.'�••��F 4'PEA CRA�EL •I � :I.: �1 9AR GRAOE 40 TOP k 90Tf. �. �PICAL SLAB-ON-GRADE FTC. , , DETAIL �a 5�.2 ♦x POST.(ALTERNA7E SOIUTION� 2-2x STUDS.INTERN/JLm WrtH 2O-18d). + SHENt WALL SIMPSON HOLD-OOWN WADWPAE SEE SCHEDULE 1' I 8. .;?'.. . ..�• ...!�ti:i� - - 'A� 9MPSON'SEf'EPDXY •j j�I SYSTEM IC80 5279 .. L� SEE NAN(1FACNRFR'a �'....I.. SPEqFlGTONS '.i� ,� •''�.�. FOUNDATION( r,'��..:�.,„�. � �°+�a. VERY IMPORTANT NOTE: 1:TNE MINIIIUM dSfMlCE FROM THE 90E FACE OF THE STEN TO THE C.L OF THE INCHOR BOLT SFi/�L1 BE 3'. 2:THE HOID-DOWN HARDW�RE I2)SHILL BE EOUALY DISfANCm FROY B07H FACES OF THE WALL. 3:DO NQf 71LT 7HE MICHOR BOLT MORE 7HPN 1'IN B'(HORIZOMI�L TO VERfICAL). 4:M 11'AT NTT5 S: USE SINPSON SET-%P EPDXY SYSfEN ONLY. 8. SPECUL INSPECf10N REOIARW. :�ai:,.a DETAIL >> �.z 2��STUDS O18'o.c. U.O.N.ON PLMIS g1FAR WNy-D 2M P.T.D.F.SILL M/ SEE SCNEOULE �S/8'qA A.B. SPAqNG PER SHFNt WAIL SCFIEDULE 7 '��.• •r'�r ., ;. `: F0071NC •�,�•� SEE TYP. Frc.oEra�io/- :.�y:, SHEAR TRANSFER a}GARAGE FOUNDATION SHEAR WALL� SEE SCF�IEDUIE DETAIL s so.z sruos o,s•a.o. P.T.O.F.SILL w/ I�DIA�lB. ,S" _ .! � _ .j. FOOTING SEE TYP. �:►. FfC.DETAIL 1/- SMEAR TRANSFER a}FOUNDATION DETAIL s .t $0.2 ��W�� 2x STUDS OtB'a.c. SEE SCHEDULE (4_OOWEELLS SEf IN tF'cACY,AT 15"o.c. � FJJ9EDMENT�5� E.N. WALL LOCATION TOLLIItMICE IIAY BE(+/-)�'FROG CENIER-UNE .1 •t.� � ;i� '�� '�o i;�.. W _ �*,«..:'.. - TOP�h BOT�. � 1,_6• �, ,�ET,AI � �r w.�.ww w.s �WALL BEYONO ceanc'.� AAB �i„ '.�. ; rn.Frc. oaoa�m ��. fOQi1NC �•►•� �. �E 7YP.FTG. � DETNL 1/-(SINIWt) �� FOOTIN-e1 rw�. NTRy D TAIL e ■.r awrWm SD.2 ExisnNC Frc. B /4 BAR 04B'o.c. EMENO 2'-0"IMO 5L� POPA ENGINEERS =.�.:.:,'�;;'�"` � = � Z.5,,,,o S7RUCTURAL ENGINEERING CONSULTANTS .� �.�� 2542 S. Bascom Ave. Ste.102 '� Campbell, CA 95008 Tel: 408-559-4202 Fax: 408-559-3628 - ��w milipopaOsbcglobal.net 70P k BOTf. TYPICAL SLAB-ON-GRADE FTC. �a�f LS,S��, \r O��,1 P.P��A�! � q�� T No C033615 DETAIL � Ew "'�° 50.2 �! ' � C�l\��f• �'�T�� JOHN POPA 18" SEE TYP.FTC. R.C.E. C038645, CA i mm. DETAIL pppq ENGINEERS � � STRUCTURAL ENGINEERING CONSULTANTS�NC. . . . . � 2542 S.88sCOm Ave..Ste.102 � � �� ' � Campell,CA 95008 �� .. �� . Tel:(408)559-4202 .. ' �� . . Faz�.(108)5533628 JOB TITLE 4 1 r. m. USE�5 BARS FOR DOWELL;USE SIMPSON Ef22 EPDXY SYSTEM DEj�AIL �zZ (� 2x STU05 018'o.c. ��w'�'-V 2r P.T.O.F.SILL M/ ��H�� S/8'DIA.AB. SPApNC PER SHEAR WALL SCNEOULE � :�" .'3,'`' FOOTING SEE 7'(P. FfC.DEfNI 1I- SHEAR iRANSFER at FOUNOATION DETAIL 3 ��- 50.2 �j� 2:SfU05 016'o.c. ��w��/ 2:P.T.D.F.9LL M/ �� S/B'qA.A8. sPeaNG am sf+eert wa.�scri[ou� �B iN E.N. J1 ^T''.�^�i'• � .f;. �Y, :�: .�:. ,,'.:.. ::., FOOTIPIC SEE iYP. FTG.OETNL 1/- SHEAR TRANSFER af FOUNDATION a w mxc i..o...wu .2 REVISION Q PER PLAN CHECK Q ENGINEERING n�ESe srnucrvaK ow�w�HCS w�aROOUCeo 9Y POPA ENqNEERS. THE USE OF THESE PLANS PNO SPECIFICATIONS SHNl BE RESTRICIID TO 7HE OPopNAL SIiE FOR WHICH THEY WERE PREPARED,AND PUBLICATION TiEREOF IS E7�RESSLY LIMITED TO SUCH USE. RE-USE.REPROOUCTION,OR PUBUCA710N BY ANY MERfOD,IN WHOLE OR IN PARf.IS PROHIBI7ED. FURfHERNORE.T17LE 70 TFIE PUW$M!0 SPECIFlCA710NS REMPINS WITH POPA ENpNEERS INC. NSUN.CONTACT WITH THESE PLANS AND SPECIFlGTIONS CONSTITUIE GROOF OF ACCEPfANCE OF M1 RESTPoCTIONS. �ROJECT#:10004 DATE:March,2010 iRAWN BY:jp SCALE:1/4"=1'-0" 'ROJECT MANAGER:John NGINEERED BY:jp ;EVIEWED BY:John STRUCTURAL DETAILS �"°„ S D.2 Arch.'D'Sheet 1/1•=1•-0• (BOND PRINTS RECOMMONDED WHEN REPRODUCING) 2x6 FIAT 2x4 FUT 2x4b 7-2x�'s INNERNAIL INNERNNL •/2-180 w/2-16tl 012'o.c. 012'o.c. SECTION A-A M/ SECTION A-A r/ (OBL 2x HIP/VALLEY RAFTER) (2x NIP/VALLEY RAFTER) ROOF plyMd. SHFATHINC � 4-180 NNL$(TYP.) / HIP/VN1EY RAFfFR� VN1EY 9wCE PRESEHT) Av Y RAFfER BRACE� ��5 CUP FA SIOE SEE SECf10N A-A ClN'C JOIST BEARINC MBR BFJJA.WPI.I..EfC. � � � HIP BRACE TO CLN'G BEAM DETAIL �3 507 FEi; CMST-14 SIfiM with 10d CANMON NN�S AT 3'o.c. SEE PLPN OOF plyrd. SHEATHING OOF E.N.,TYP. AT COLLECfOR RAFTER COLLECTOR RAFTER-/ "� SEE PIAN NST37 SfRAP- 7522 STRAPS- COLLECTOR af ROOF INSTALL EWAL NUMBER OF NNLS FA SIDE AOST WITHIN WALL EDGE ♦-18d---� 2M4 ` 2x�'a (SEE BRMCE SECTION) MA%.45 DECREE ��4 MT A-35 EACH FACE J-2y4'a INNFRNNL w/2-16d 012'o.c. BRACE SECfION DETAIL � MfpMY�WIO �} � ROOF plyrd. SHEA7HINC E.N. AJ5 CLJP NOTE: USE LSSO'e IF E.N. ASS NN�INC TO BUC'G CAfV NQf BE ACHIEVEU 4x11 OF/1(OR LESS) � �/Z•��Y lAG BOIT�7 32'o.a EXTENSION = ♦-9iENi WALL SEE SCHEDUIE csis-(�nen+oercras on exrEnsanl fW5 2■4'�018'o.e.U.O.N. CamNUWS OvER iME nEw iaa au7E �U��W� AT 72'o.c. EXTENSION OF E%ISTINC WALL ' DETAIL io - S0.] plywd.SHEATHINC ywd.E N. �2�COUECfOR R�f'fER A35 CUP SIMPSON MSf37 U.O.N.ON PLAN . TOP OBL PUTE ' rwcE sH�wat , COLLECTOR af ROOF DETAIL �s �/a•.i•-C SD.] .............................................................................................................................................................................................................................: Bd�(Od)CSO ON�NNLS NPE)with py.a. SMFATHING E.N.,TYP. 3x4 BU('C BEf. AT COLLECTOR RIFTERS �� COLLECTOR RAFTER . SEE PLM1 MID DETNL 1S/SD-2 � f�Ll C�OR ef ROOC [�ETAIL �e SD.J :. . .. . .. . . ...... ... .......... .... . . p00F ply�d. $HEATHINC ♦-i6d NAILS HIP/VPI.LEY FiFTEH / ``/��( HAFfER BFACE )C� SEE SECiION A-A �x A A]S CUP EA SIDE CLN'G J015T � � � BEPRING MBR BEAM,WNJ..ETC. 2x8 FLAT 2x4 MT -2x4'e 2x4b INNERNNI INNFRNAI� N/2-I8d N/2-1BE 012'o.c. 012'o.c. �CTION A-A SECTION A-A (OBL 2x HIP/VALLEY PAFTER) (2x HIPNPLLEY RAFTER) TYPICAL HIP BIUCE DETAIL >> 7 a'i SV.7 (OLA)TOP PUlE NEW)TOP PLATE 19' SHEARWPLL(IF PRESENn OLD TO NEW TOP PLATE DETAIL i z ' S0.] AJS CL1P� NOTE: USE LSSO'a IF E.N. A75 NAlL1NC TO BLK'C GW NOT BE ACHIEVEp 2Y�'s 018"o.c.U.O.N. �-SHEAR WPLL STRUCRJftAL WN1 SEE SCHEDUIE SOl£PLA7E NNL TO JOISf/8LK'C E.N. � � A33 CI.IP E.N. 2■4's OIB'o.e.U.O.N. a--SHEAR WALL $TRUCTURAL WALL SEE SCHEDULE SHEAR TRANSFER at R00� DETAIL � m.� �F��' sH�n+mc 4-18d NNLS RAF-fER 2x PURLJN �/4-18d ►5 Ea BRACE PURUN BRACE SEE$ECT10N A-A A A35 CUP EA.SIDE A CI.N'G JOIST � � � ING MBF 2:4 MT �•W'V-�•�. 2 2x4'e TYPICAL PURLIN&tACE INNERNN� »�2-�ea D ETAI L e 0,2•o.c. SECiION A-� � SD.7 (2x PURLIN) 6EHIND LEDCER 6E CONTINUOUS BEHIND LEDCER ROOf plyMd.E.N. Tx STUD 2x LE�CQt r/3-16d 2z SR1D ROOF plywd.E.N. srnucruan� �.sTVO s�ucTUan� WN1 SLOPING WNCER OR l50 yy,yy �TM��d. ROOF plywd. SHEATHINC SEE ARCHITECTURALS FOR fLA$HINGS 2x6 BlK'G 4.8 BLK'C v/16d E.N. r/18d E.N. ��'ro SPAGNC TO MATCH SHEAN MATCN SHFJ�R W'V1 E'N' WPLL E.N. 2x LEDGER M/2-16d FA STUO o--SHEPH WN.L o--SHENi wALL SEE SCHEDULE SEE SCHEDULE CASE/1:RAFTERS PERPENDICULAR TO WALL r�eE/�2• eCTFRS P Rs ii TO W II SWE1R TRINSFER o}LOWER ROO�k W1LL TAIL � iar wrrWw 50.} DRAG STRUT/COLLETOR D TAI e iwr owr\am SV.3 MIN.S-tBd NAILS -ROOF plryd. -E.N. r2a BLK�C r-CUT TARS TO MATCH EXIS7ING S�MPSON I,S50� \ / SAME SPACINC \/ ti5/u5 CUP E.N. �SHEAR WALL SEE SCNEDULE 2x4's Ot6'o.c.U.O.N. $TRUCiUNPI WN1 SHEAR TRANSFER at ROOF DETAIL � N �3 1F plWyd. BLK'C AS AJS CUP �E.N. �SHEAR WALL SEE SCHWUIE 2.4'�016�o.e.U.O.N. srnucruRx wou SHEAR TRANSFER ot ROOF DETAIL 2 a'�- 50.3 OOF plywtl.E.N. OOF pywd. SHEATHINC ��w� 2X4 OUT RIGGER 072"O.C. E.N. z�BLlC'C 04'-0'o.c. AJS CUP ��pp�y� 2x4 SR1D Ol6'o.e.U.O.N. SEE SCHEDUIE ��w� so�aurE na�ro JOIST or BLX'G $HEAR WN.L E.N. � SHEM WN.L E.N. 2x BLK'C 01'-0'o.e. A3S CLIP SHEpR Wp�y-� 2■4 STUO 018'o.e.U.O.N. SEE SCHEDULE STRUCTURPL WNL SHEAR TRANSFER a/RAKE WALL DETAIL 3 50.3 2�4 DF�2 0 'o.c. P�Y'rd.E.N. NF plywd. s�EnnuNc 2-18d ��W'1'LL 2x BlK'C 04'-0'o.e. E.N. P35 CUP sH�wa.i.-D SEE SCHEDUI£ 2x w 3�BlK'G SHEAR WALL (DERi{I TO MATCH E.N. S1UD5) 2z8 STUO O18"o.c. CABLE or RAKE WN1 sNeea w�u—D SEE SCHEIX1lE SHEAR TRANS�ER af ROOF 4 � �.�...�� .� � POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS 2542 S. Bascom Ave. Ste.102 Campbell, CA 95008 Tel: 408-559-4202 Fax: 408-559-3628 milipopaOsbcglobal.net QRUF f S.Slij� �t,'NV P.PO��.n �� 9 �., 4. � tJ�.��;96J5 F.�p v�ini \� 'tF QF��:``00.� JOHN POPA R.C.E. C038645, CA POPA ENGINEERS STRUCTURAL ENGINEERING CONSULTANTS INC. 2542 S.Bascom Ave.,Ste.102 CampaN,CA 95008 Td:(408)559-1202 Fax:(408)55�3628 JOB TITLE �� fl �� ` ~��.:.,.. .,..... REVISION Q PER PLAN CHECK Q ENGINEERING 7HESE STRUCTURPL ORAWINCS WERE PROOUCED BY POPA ENGINEERS. THE USE Of 7HESE PLANS ANO SPEqFlG710N5 SHALL 8E RESTRICTED TO THE ORICINPL SIIE FOR WHICH 7HEY WERE PREPAFim.AND PUBUGTION TMEREOF IS E%PFESSLY UNIIE�TO SUCH USE. RE-USE,REPRODUCTION,OR WBIICATION BY ANY MET}100.IN WHOIE OR IN PMT,IS PROHIBfiID. FUFifFiERNORE.TfRE TO 7HE PlJWS ANO SPECIFICATI(N75 RENNNS WR}i POPA ENCINEQtS INC. NSUAL CONTACT WfTH TMESE PUNS AND SPEqFlCAilONS CONSTTUTE PROOF OF ACCEFTMICE OF N1 RESIRICTIONS. 'ROJECT#:10004 DATE:March,2010 IRAWNBY:jp SCALE:1/4"=1'-0" 'ROJECT MANAGER:John :NGINEERED BY:jp :EVIEWED BY:John STRUCTURAL DETAILS AutoCAD 14 S D.3 .4rc�."7 S��et 1/4"=1'-b' (BOND PRINTS RECObMONDED NRiEN REPROWCING) . t ,GP� ��'^ `y. � �o � �� ,�, •.:...:,� .;:,,, •� , r.�....,..,.„ ..�. t. ,�• �'.:. '� ;;�. �, � C:� �,° � , ..:- r.. . '...a :�K '._.' �. ^C.. "f.... 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"'�:`a ..., `�� L� G>,�� a� �.�Q' �Q.. �1� -s-pSF ��,s'��`� �� ,� �P�� }~�~�� Q'��0 P�'��0 P��Q- � „`s° �t�� 0 e`Q-J pa �p� o^"°��/ ��`� �� `rP��JQ'Y�� O�'J~` ��O p� �''�� •��c• C� �S� O �d` �a yaP 0�2 ��.. `k-'`�L��' P�-� �LP� �L� o— ,�p��' P�a,� J��O I;�`.��?� ~��ti��P��P��P��O Z� 1� L� ��F `�'f"t �:.sri g y cF, � k C�F �i�P,t<<„� �ZpGry �`,: O ! FS � �� 5� � ��``"� ,�o PROJECT: BEFFA ADDITION/REMODELING LOCATION: 20917 GREENIEAF DRIVE TITLE: GAS&PLUMBING ISOMETRIC DATE: JUN/30/2011 DRAWN BY: MIHAI BEFFA SHEET: 12 of 13 SCALE: 1/8"=1'-0" :r In the Sarrta Clara Valley,storm drains flow dir+ectly to our local creeks,and on to San Francisco Bay,with no treatrnent Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. Proper managemerrt of construction sites reduces pollution significantly. This sheet summarizes the"Best Management Practices"(BMPs)for stortn water pollution ORDINANCE OF THE CITY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION �WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Dlscharge inbo the storm drain prohlbited It is unlawful to discharge,or cause,allaw,or permit to be discharged irrto any stortn drain or natural outlet or channel all waste,induding but not restricted to,sewage, industrial wastes,petroleum produds,coal tar or any refuse substance arising from the manufacture of gas from coal or petroleum,chemicals,detergeMs,solverrts,pairtts, confaminated or chbrinated swimming pool water, pesticides,herbiades and fer6lizers. 9.18.080 Vlolation My person who violates any provision of this chapter is quitty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of this cbde 9.19.100 Clvil penalty for violatlon Any person who violates any provision of this chapter or any provision of any permit issued pursuant to this chapter shall be civilly liable to the City in a sum not to exceed the amourrts provided for in GovemmeM Code Section 54740 and/or 54740.5[up bo 525,000 per day per vlolatlon].The City may petition the Superior Court pursuarrt b Govemmerrt Code Section 54740 to impose, assess and recover such sums.The civil PenanY Provided in this section is cumulative and not exclusive,and shall be in addition to all other remedies available to the aty under State and Federal law and bcal ordi�ances. Funds collec��ed pursuar�t to this section shall be paid to City's EnvironmeMal Managemerrt Accourrt. 9.19.101 Civil penalty for illkit discharges Any person who discharc�es pollutants,in violation of this chapter,by the use of illicit connections shall be civilly liable to the City in a sum not to exc�ed twenty-flve thouaand dollars per day per vlolatloo for each day in which such violaation oa:urs. The City may petition the I Superior Cou�t pursuant to Govemmerrt Code Section 54740 to impose,assess and recover such sums. The civil penalty provided in this section is cumulative and not exdusive,and shall be in addi�on to all other nemedies available to the City under Sfate and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to Cit�s Emrironmental Storm Management Acxourrt. Cupsrtino Building Dept: saa-n�-szza Public Works Dspt: 40i-777-335♦ Santa Cla�a County Recycling Notline: eoa-sas-aa�a www.r�duc�wasb.ora www.r�evel�stuH.eom Small Busin�sa Hazardous WasU: 403-299-7300 Cupsrtino Sanitary Sewar Dlstr sos-�asao�+ Santa Clara Valley Urban Runoff Pollution Prsvention Prpm 300-794-24E2 State Office of Emsrgsney S�rvicss 1-i00-iS2-7350(24 hn) R�port spllls to 911 General Construction and Site Supervision Storm Drain Pollution from Construction Activities Constructlon sNes are commort aourees of stortn water polation.Materiala and wastes that blow or waah irrto a atorm drain,gutter,or street have a direct Impad on bcal creeks and the Bay. As a eontraetor.or sib eupervisor.owmr or opNator oi a stb,You may ba r�sponsibb tor arryr�mtrom��nhl damag�aw�d by your subeootraetors or�mpbyeu. Geeera/Princfp/es ❑ Kaep an ord�Ay si[e and enwre good housekeeping practices are used. O Malr�ln pulpm�nt properly ❑ Covx mafariah when lhey am not in uae. 0 Keep materiab awty irom shasb,stam drefns and drainaga channels. O Ensuro dust wMrol water doesnY kave site or dlacharge to storm drains. Advance P/anning To Prevent Pollutlon O SeMduN sxeavatlon and gradlnp aetivtfNs for dry wwtl�r parlods.To roducs wil erosion, plant temPa'+�Y�9ebtion or plece Wher erosion earorols eerore rain txgins.uae me Eros(on ara SedJmertf Caitrol Manual,avaAabb from the Regional WaOx�uaYty CoMrol Board,as a referente. ❑Control fM amouM of runoff aoaalny yaa ska (e�peaallY during excavationl)by uaing berms or temporory or pertnaneM dninage dfEches to d"rvert watar 1bw around the�ite.Reduce sbrtnwaler rundf vebeilies by conatructln9 temporary check dams or berms whare aPP�P��• ❑Traln your MnployNS and subcontractors. The dty ean provide broehuros about U�eae iaaues ior you ro�stribute oo wortcers at your eons6vdion site.Mfarm your wbcoNracron about the stomnvater requiromeMs and their own rosao�sb+�Mbs.uae ex,eprnr Aor a cVean Bay,a construdion Dest manayemeM practices � 9uide avaBabb at our Buildlrg Dept.couMer. Painting and Application of Solvents and Adhesives Storm Drain Pdlutlon irom Paints, �V611�E,8fld� N pekiCS�sdrer�s.ard ad�esFies mntai� a�eminle art ae trrmqr w wB�Fs in bral aeek0.Sen Frandsoo Bey.and the PaciBc Ocear� Tm6e dbmkab may mns fiom ladd a so9d podu�b a fran clee�ig ieNd�es or mps.Pai�t m�a�ie�ara waebs,aa�eeires and cbarig nitde shadd be re�yded wAai po�W�le.a depwed d ProP�Y�P��tlisse meeeriab from lbwip i�b afdm�aYU and vraeercouaes. �l�l�g Prt►t PhD�cts ❑Kep a11 Nqutd P�Wk Pmduel�and ww/es aw�Y�mm tlr y�AEx��tr�et,and s6o�fn dnitr. Pa►r�ny p�rnup 0 Nwhr dwn brwhw or rinw pvnt oorNa4�en Inro a WMf.Wlb►.sEom�dnin. F�wmh drafn,or erNk. ❑FOf M�M�Y�d pY�lfl.PB�II�pt 61UB11�{t0 M�e exEe�t D�e,end rims YMO an inlde skdc Aain tlwt yoes w u�s arYtary aawer. a Far W4hwd pWM�,Pein[aut hnrhes b Cie ao�sk Paseble and de�wAlh tliner a talYeM.Filer and ieues tlii�nera ard aalvenb� wlws Pop61e•Dl�o�e d�as iqiids and reaidus r Iwrardpn wrasts. 0 vYhen tl�aaipfdr dry�emply vdrA can,usea bnaAe�.rape,sd diop dotlis mey be d�po�W d u yrb�p�. Good Housekeeping Prect�ces 0 o.�qnaa o�..r.a ot m.:�a ror aum w�s, veMCe►sh,eiing,a�a ra,une eq�,ipmeM mairnenance.Ths desynated area ahould ba weu awvy fiom stre�ns or afortn drain inleb,bermed i( necessary.Make major repaira o1f siEe. O To p�w�nt oM�Ib traektng W dlrt,provids er�trancea wNh smbiized a99rc9ate aurfaces.Or provide a tire waah aroa. ❑Kwp mabrbb art oT the wM-qevent runoR contamination at the source.Cover exposed piba ot soM or conatructlon maferials wiM plastie sheedng or temporary rooh.Before k nina,sweep and remuve materiab irom eurfaoes that drain to stam draina, aeeks,ar channela. ❑KNp pollutarMs off�xposad suAacas.Place trash wns and recycAng recepfacka around the aite to minimae IICer. O Clwn up Iwb,dHps and otMr spi�s immedFatNy w mey do not coMaminats adl w proundwater a bavs rosidus on paved wrfacea.Use dry deanup mdhods whsnever possipb.H you must use wa0er, use juat enough to keep fhe duat down. ❑CovK and malnfaln dumpsbrs.Plxe dumpaters under roofa w cover with Yarps or plastic aheetlng aew►ed arouM Cie oubWe ot the dumµtiter.Never cban out a dumpster by hosiiy�down on the conswctlon site. ❑Plaee porTabN tolNts away trom storm drains.Make wre porlabb toibb are�good workiig order.CheeN irequently fa baks. Materlals/Waste Handling O Practic�Soures Reductlon-minimize waste when you order ma�eriab.Eatlmate carofury. O RxycM�xeps mabrlah,whenever possible,such as concrote,asphalt,apap metal,aolvenb, deyroaaers.cbarod vegetado�.PaPer�rodc.and vehide ma&rtenanee maDerleb such as uaed al. a�rtfreeze,batExbs,and tires:www.rc�e�wnte.orc tor iMO. ❑Dkpos�of aN wasbs prop�rly.MaMriab that cannot be rocyebd must be taksn to an appropriate IarMf�or dbposed o(aa hazardous vraste.Never Muy waate materiab a bave them in the street or near a creak or stream bed. Permits ❑In additlon to bcal gradiny and build'n9 P��,Ya� vnl nesd to obtain coverage under the Sfate'a Ge�eral Carotructlon Adhrity Stortnww�tter Pertnit ff r your eonabuction slb's dbW�d ana 4ofab S acrss or mora.lnfortnation on the General Permit c�be oblained hom the Regional Wa6u puaNty Control Board.(Thb uiteria vvil chanye b ans acro aa of Mar.2003.) �. � � T�� Landscaping, Gardening, and Pool Maintenance tandscapiny/(Carden Malrrtenance O Protsct stoekpilas and landscaping materiala from wind and raln by storing them under tarps or secured plaatic sheeting. ❑ 8ch�duls yrediny and excavation projecta duAng dry wwMer. � Uee temporary ch�ek dams or dkchss to divert runoff away from atortn drains. ❑ Protect sWrm drains wkh sandbays,pravel- fllled bags,stnw wattles,ar other aedlmeM eontrols. O Rs.veyetstbn is an excellent fortn of erosion eontrol for any aite. ❑ SMro pesticides,teRilizers,and other chemicala indoors or in a shed or atorage cabinet O Us�psstleidas sparinply,according to InaWctans on the label.Rinae empty coMainers,and use rinsawater as produd. Dlspose of rinsed,empty coMainera in the trash.Dispose o(unused pestiGdes as hazardoua waste. ❑ In Cupertino,resldents with curbside recycling can eollect lawn.9arden and tree Mmmings n yardwasb botsn.Yardwaate will be collected and composted by the citys contractors. Residents aro encouraged to compost yardwaste on-site themaelves.Or take yerdwaste lo a landfill where k will be Composted. ❑ Landseaps tontractorm should hks clippings and pruning waste to a landflll that eompoab yard wasta(BFI's Newby Island and Zanker Rd.IandfiN are the neareat). ❑ Do not bbw or nks leaves info tli�street. Storm Drain Pollution from Landscaping and Swlmming Pool Malntenance MaMr hndseapMy activitl�s sxpose soils�d incrsase the WcNihood that earth and guden chemicals witl run oft iMo the stortn draina during irtipation o�when it tains. 8wNnminy pool wabr containing chlalne and eopper-basad algaecides ahould never be diecharped to slortn d►airis.These chemicab are toxic to aquatic Yfe. Poo!/Fountain/Spa Maintenance Dnlning pools orapas When i�s tkna to drein a pool,spa,w kuntain, pleass bs suro to call the Cupertino Sanitary District bsforo you start for further guidance on flow rate restrietbns,backflow prevendon,and handling speeial ckaning waste(such as acid wash).Dkcharye tlowa should bs kept to the bw bvels typieaBy posaible through a garden hose. Hipher Tbw ratea may be prohib�ed by bcal ordinance. O Never dlsehargs pool or spa watx to a aUset or storm dnln;dlscharga to a sanlfary ssw�►ebanout O If poasibb,wl�en emptying a pool or spa,let chbrine disaipate for a few days and Men recyclelreuae water by dralntny R qraduaUy onto a landseaped aroa. O Do not us�coppar-based algaecWes. Control alyae wAh chb�ine or other altematives,auch as sodium bromide. Fllter Gaening O Nawr clean a flltsr in th�strwt or near a storm dntn.Rinse cartridye and diatomeceoua�Rh firera onto a dkt area, and spade fiker roaidue into soll.Dispose o( spent diatomaceous earth in the parbage. O If thora Is no sultabt�dIR area,eall Cupertino Sanitary tor hstruetiona on discharyiny fi�er backwaah or rinaewater to the aanitary sewer. Earth-Moving Activities Stortn Drain Pollution from Earth-Moving Activities Soil eXCeVetion end 9��9�� amou�s of aoi ttiat can flow or blow i�o stam drai�vYFlerl hefldled improperty.Sed11i1enLS irl runofl can dog stortn drair�s, amotrier aquatic Ure. and desUoy habi�ls in creeks and the Bay.Etfecfive eroeion ooMra practic�reduce a,e am«,n a na,ofr d086R18 a alte 8/Id SIOW U1B fbw wlUl ChBCk d8�11S Of rouyt�ened 9ramd surfaces. Practices Dudng Construct/on ❑ Remove e�risting vegetation oMy when absdutey necessary. Plant temporary vegeqtlon for erosion control on alopes ar where�on is not immediately planned. ❑ Proteet dov�mslope drainags courses, strsams,and stwm draira with wattles,or ternporary dreinage swales.Use check dams ar �tches to dhart runotf around eucavatlons. ReFer io the Regional Water Qualky Confrol Boar�d's Erasion and SedimerN Con6o1 Field Manual for proper eroeion and sediment coMrol ifleas�res. ❑ Covar siocicpiles and excavated soil with 36CIRBd f9�p8 Or p18SfIC SFteebllg. /£y>,i �1 �'�� k7r . __ ^.,ti �3_i:� �> � � The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Psh�t Rwnoval v�� dr•a�vvkw and.�a a.una mey►,. swept w a cdectee fn plaetic drop c�aa,s ard ae�o.ea a as uaen. o cn.�rai�.a�onrw�a».�a arp. a�w auef hom mnMr pvnb,or pd„Is �Yi�4 M�d.m�rurp a fiibWyl tln mwt be 3spoeed of as I�azardo�s vrasbs.Lead heaed PeMt nrtiwal�equhes a smM-certiRed cmhac0or. O rrith Hgh-�proesue we0e�r,bbdc�drai�s. ONsct wuhwtl�r onto a dR arw and apede tro aai.Or�d�edc r�C�qxtka Sa�rY o�id so tY,e a,�i ya,can mop or vaar,m vis wshweEar end depoN d k In a sW�ary ..w..a�.r�.s.mplx,g a ub�x may be isqirred. 0 wrMwr trom Prneed bulldnp� m,.huci�d h.fa.,978 ca,aanl�n IYgI, amou�la d L,wd,even if pai�rt cirps are nat a�+.e�e r�+��e a�r+�« �benig Dia1978 buidtp a�dsiats wYh welx urKbr hqh Preewe,iod peit ta►tead by ��B P��ps io e lonl lal�oralory. (See Yebw Payes ior a ataEo-cxtlfied �Y•) 0 N thse b boM p�hk an the di3g,a if 1he PvM�DoMUw fo►le�d�dodc atortn draY�s.Chadc vriN CupeAYw SeN1�Y Dishict b detemiis whelher You meY�sdw9e Mrqer b 1hs ser�ilary sswer.a M you m�at seM i aRaNs tor�paW as twurdous waaES. P�/1!OIlpO�RO�f/tl W DoIMUOfI ❑DNpw�d urwaiied i4rd Peirt.tl�Imers� sohrenb.p�ea.and derrrp flWds s hm�dou�(call fhe SmaA BwMisaa Fleaardo�s Waffe Prq�re 28&T�. O Or Rwm to xypBx.(unopened carro o(pdnt may bs abb to be ieYrned.Check wilh tl�s vsidor ieparMw iIS'6uY-bedc'P�-Y�> ❑Donw maoess Dakrt(caN 29&7300 to dmele.) Roadwork and Paving Ganeraf BusL�ess Prac�tce�s 0 De�ieloP and impement a�oaio�edin�k ow,ea a.�.r«�o�a�y�„�,r�. ❑SCt1BdUIB8�18110n 2fld gfadlNJ WOfk d111t1� dry vY�rlher. 0 Check ior arW repal►NNdnp aq�dpm�k 0 Perfartn euijor�qdpmerR npahs at dedgne�6ad areas in Yar rt�rter�e Yar'd, M�FIS9 deeny 19 eaelEf.Avoid perfvrring eq�Prre�t rePees at aanstruction si�a. ❑vYhen iMwip or when vehideleqiipmxt rt�9inlBr�er�ce rtnet be done on yte,desk�nets e localion aMey Rom atam tr�airre arW aeel�. ❑DO 11ot uN�NN oi eD lubeie�s eqiiprnent �fBlb Q CIBBII Bq�inlllBlk O R�CyrJ!uaed d.conaele.bidcen aephalC Re �C.v1�1E11BVef�19,o�d19p08@ Gf p10pElly. (wwYV.ie�y�de�f cam�or Gat d recyding ��) AS�e I�ernOVel ❑Avoid creemrg a�rsea dirt whx�breakin8�W�t a cancteta ❑AfEer br�eelulp up old pe�emeri,be 9ir8 bD nrno�rs a�efnnb ard placw.Melce ue broken pevertient does not oanB in arfacc wNh rainfaN a nraR. ❑When rtreldrg saw wb,�ae ae litlle waEer as p0!l�ble.S1oMBl Q vBWIYn 88YVCUt 3h/fy ald rertiae 1Ynrn tl�e ai�.C�a praAact stortn d18ii kiefs dtsin9�9��P�D.� D�P�Y�P�d,aA reeidree. 0 9�Bep,llsv�r hoN down slewls!o eleen t4 tradced dit Uee a street aweeper a vaaun trudc Do rqt dmp�a�aned Iquor in�m �air. Sbortn Drain Palution from R�dw�k ��,�,�� heP�en right in Ihe aEreef,whene u�ere are rrir�ous gt oPP��eR�akrry,a �sa�aled rr�iel b ileye�y enler seam dans. E�a perrig is ieqtied t�sae and depaee d maleriale P�oPerN and 9uerd age4�et PoR�ion d sBam aiaro.«eelm.ara a,e Bey. Ariny(�o►�b�cbOn ❑Avold pMny and ad ewtlny In wet vwNhw�ar wNen ra�is forerae�b prevert heeh rne0eriela fram oor�ctirg�lomµe6ar IIIIOR 0 Coaar and saal calch 6niis and mrnholes w�,�r+�ar��r�.��, or aenpar n�aleriels. ��a ac�a,�r��a�t��, ��Il�f�lI1C� O Never v�eeh eoaoesa melariel Uom�uqwMd- �/Q�OOfICI'�Or S�'Yllf��R1C�b II�D e aUEEt d'bbortn drd'si Cdleet and reCyde,of dspoee b dK aea ❑Cwrr alockPilM(aeW�alC send de)and otllef oOfNhUCUo11(flB1ET181S M�'1 P��P� PIOIBCt 1fi0rt1181fdAM 8fld pfa9lk 111101f qIIC1 6a�nporary roofs a plaeffc aheets and berrna D Pak pNlnp m�chrrs aer ddp pene a abeorbert rtre0e11a1(Gdf4 rags.e1C.)b cal�h drips�Mbn nat n uee. 0 CIMn IIp aR�pYli and INb usklg'dl'y' R metl�oda(wilh abearbert rtieleriels ar�a d�)•oan�i�ie d aa��P�P��Y� ❑Cdled end IenyC18 Cf apprOpriBlBly aep0ee d e�oea6 abradue g'abl or aend 777 ❑Awid wer.applkalfon by rrbr tmrb fat duat canhd. APPROVED BY: `�i°' u�`'�`� �•�d• CONSTRUCTION BEST MANAGEMENT PRACTI�ES RALPH QUALLS,JR.RCE 22046 9-3- 5 DAT'E DIRECTOR OF PUBLIC WORKS .E Fresh Concrete and Mortar Application Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh conexete a�d cernent�elated mortars that wash�Mo lakes,sheams.or estuaries are to�dc bo fish and the aquatic eI1V1I0(Ilileflt DISpOSlfl9 Of fhCBC rt18te�1ddlS to the sEortn drains or cneeks pn blodc stortn drains,causes serious problems,and is prohbi6ed by law. Genera/BusJness PracLices D waeh out concrete maua only in desiynated washout a�ss in your yard.awaY from sEam draina end waterways,where the w�er will Ibw irno a temporary waste pit in a dirt area Let watx perCOlate through aoN and dispose of aettbd.hardened conpete as garbsge. Wheneuer poas3le,rocycle washout by pumping badc irMo maers for reuse. ❑Wa�h out ehubs onto dirt areas that do not now ro streets«drains. O Always storo bofh dry and wet mabelab und�r cowr.probec6ed irom rainfal and runoB and away trom sEomi drafna or waterwaya Profect dry materals trom wiM. ❑ Secun bps ot am�nt after they are open. Be suro to keep wind-bbwn cxment powder �waY from sheets.yuflers,storm draN�s, rainfaU,arid rutiolf. O Do not un dN�el WN as a IuMieant on conaebe torms,Eools.or traibra. Dewatering Operations Storm Drain Pollution From Dewatering Activities Cor�minated yrou�dwaler ia a wmmon problam in the SaMa Claro Valby.Depending on soil types and site history,groundwater pumped from consUUetion aites may be contaminated with toxics(such aa oY or soNenb)or laden with sed'enenb.Any of fhese pollutants can hartn wBdlife in creeks or the Bay,or iMe�fere wilh wastewaler trsatrnent plant operafion. Discharyiny sedlment-lad�n water irom a dswab�ing ska inW any watsr ot th� stata wMhout treafinent b proAlblted. 1.Chock/or ToxJe Po!luhnts O Ch�ck for odors,dlscobratlo�,or an olly shesn on grou�dwater. O Ask your building inapector whefher the groundwater muat be tested. O It contaminatlon b suspectsd,have the water tested by a certfied laboratory. O Depending on tl�e test reaults,you may be allowed to diacharge pumped groundwater to fhe stortn draln(B no sedlmenb prossnt)or santhry sewer.OR,you may be required to collect and haul pum ped groundwater offolts for treatment and disposal at an approprlate treatrnent facclliity. ty 2. Chsck Ior Ssd/m�ni Larsls O N tAe wabr b dur,the pumping tlme Is baa thsn 24 houro,and the Ibw rate ia bss than 20 gallons pe�minute,after recaiving the approval of the city Inspector,you may be albwed to pump water to Me straet or storm drein. ❑ Htha pumping dm�b moro than 24 houn and Ne flow rat�gnat�r than 20 ypm,call Cupertino SaniNary,253-7071,tor guidance. O H th�water Is not elear,solids muat be Rltered or settled out by pumping to a settlfng tank prior to discharge. Options Por fllteriny fncWde: - Pumping through a perforatW pip�aunk part way into a smap pR fllled with gnvel; - Pumping(rom a buek�t placed bebw water level using a submeroibb pump; - Pumping through a flksMnp devlce such as a swimm ing pool IYter or fiker fabric wrapped around end of suc6on pipe. ❑ Wh�n dbeharylny to a storm dnln,protect the inkt uainy a bartkr of burlap bags TWed with droim rock,or cover inlet wiN 81ter fabric anehored under the grate.OR pump water fhrough a graasy swab prior to diacharge. DuNng Constn�cdon O Don't mtx up mon trosh concr�e or cement �,,�,��,e,�,��. ❑ sec up ana op.raa smal�mixsrs on arps or ��11 P�drop cloths. ❑ when cl�,ing�after drrtre�way«sidaw�aAc conatruction.wuh An�s oMo dht aron,not down the drf4eway or into!he street or sW�m drain. O Probct appYcations of troah con«ete a� morFar fiom raiiNall and nmoff w�tll the materfal h�dried. 0 �IV36�1 dOWII�7C�Ot�d i99f�i�Y COAGfM�i ardy when Ihe washwatu ean(1)flow onto a �rt aroa.(2)drain onlo a bermed surface fram whkh R can be pumped and diaposed of P�P�Y.or(3)be vacuaned from a cabdmeM crmted by bloeking a sEOmi drain inlet If ne�ssarY,divert runoflwBh tempaary bertns. Make aure ruraff does not r�ch gutters or atorm drak�s. ❑ When Dr�lcin9�P P�eM.be sure W pidc up aN the p�and dispote ot prop�ry. Recyde larpe ehuMcs of Woken eonaete.Sea iOf Ifl�O O�I I'EC�/C�M. � Dl�v�r bury wasie material.Dispose oi smaN amoimta d excess dry oomxebe,grcwt,and mortar in the trash. ❑ Never dispose of warhout IMo fhe street, stom�drafns,drainaye ditehes,or strnama. H eavy Equipment Operation Stormwater Pollution from Heavy Equipment on Construction Sites Poorly maintained vehicles and heavy equipment that leak fuel,oil,antifreeze or oth9�fluids on the construction site are cortimon sources of storm drain pollution. Prevent spills and leaks by isolating equipment from runoff channels,and by watching for leaks and other maintenance problema.Remove construction equipment from the site as aoon as possible. Site P/ann/ng and Preventive Vehlcle MaJntenance ❑ D�siynato on�ar�a of the constructlon site,well away from atreams or atorm drain Inlets,for auto and squipment parkinp,refueling,and routine vehlels and equlpmsnt malntenanee.Contain the area with berms,sand baga,or othar b a rrie n. ❑ Yalntafn all vebiclrs and heavy equipment. Inapsct frequently for and repair Isaks. O P�rform maJor maintonanes,repair jobs,and vshick and equipmsnt washing off-sk�,where cleanup is easiar. O N you must drain and roplaee motor oll,radiator coolant,or othsr tluids on site,us�drlp pan�or drop eloths to eateh drlps and spills.Collect all spent fluids,storo I�saparots eontainsra,and properly disposa as hazardous wasb(recycle whsnsver possible). ❑ Do not usa di�s�l oll to IubAeab squipment parts,or clean equipmant.Uae only water for any onsite cleaniny. O Cor�r�:pos�d flfth wh��l hltchss and other oily or greaay equlpment duriny rain events. Spll!Cleanup O Cl�ae up sptlls Imm�dlat�ly. ❑ N�v�r hos�dow�'dlrty'pavsment or Impertneabls surtaces whars flutda have spllled. Us�dry el�anup m�thods(absorbent materials,eat Iltter,and/or raya)whenevsr possible and properly dispose of absorbent m ateria Is. O Sw��p up spllled dry materlals Immsdiately. Nsvsr attem pt to'wash them away'with water, or bury thsm. ❑ Us�as Itttb wabr as posslbN for dust control. Ensuro water usad doesn't leavs silt ar diseharge to storm drains. O Cl�an up spills on dtrt ar�as by dlgglnp up and properly dispoalny of contaminated soit. O Call 911 for stpnlflcant spllls O H the spill poaea a sipniflcant hazard to human health and safety,property or the snvironment,you muat also nport It to the State Office o(Emergency Senices. Small Business Hazardous Waste Disposal`-Prgm Businesses that generate less than 27 gatlons or 220 pounds af hazardous waste;per month are eligible to use this program. Call 408-299-7300 for a auote. /�� /�� a-�.o--, �r�� +.._...r�t-'� lt�aionl'laa,rimPbo� / ��.c i"Y ��, �j��i,..I'�=1�J� �HEET: DEPARTMENT OF PUBLIC WORKS �� -- "n�: r��?a4� r