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M-2008-01bat CITY OF CUPEI�TINO June 12, 2008 Jennifer Jodoin 21710 Stevens Creek Blvd #200 Cupertino, Ca. 95014 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3308 FAX (408) 777-3333 Community Development Department SUBJECT: PLANNING COMMISSION ACTION LETTER - M-2008-01, TR -2008-04 This letter confirms the decision of the Planning Commission, given at the meeting of June 10, 2008 approving a hillside exception to allow a 328 square foot second story addition to an existing residence in the hillside zone on a prominent ridgeline and a tree removal request to remove and replace 2 trees in conjunction with proposed modification to the hillside exception, according to Planning Commission Resolution Nos. 6514 and 6515. Please be aware that if this permit is not used within a two-year period, it shall expire on June 10, 2010. 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 City Council. Sincerely, Piu Ghosh Assistant Planner Enclosure: Resolution No. 6514, 6515 Cc: Janet De Carli, 11640 Regnart Canyon Rd., Cupertino CA 95014 g.lplanning/post lwaring/actionletter M-2008-01,TR-2008-04 Printed on Recycled Paper M-2008-01 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6514 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HILLSIDE EXCEPTION TO ALLOW A 328 SQUARE FOOT SECOND STORY ADDITION TO AN EXISTING RESIDENCE IN THE HILLSIDE ZONE ON A PROMINENT RIDGELINE SECTION I: PROTECT DESCRIPTION Application No.: M-2008-01 Applicant: Jennifer Jodoin Property Owner: Janet M. DeCarli Location: 11640 Regnart Canyon Road SECTION II: FINDINGS FOR EXCEPTION WHEREAS, the Planning Commission of the City of Cupertino received an application for a Hillside Exception, as described on Section II of this Resolution; and WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more Public Hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support this application, and has satisfied the following requirements: 1. The proposed development will not be injurious to property or improvements in the area nor be detrimental to the public health and safety. 2. The proposed development will not create a hazardous condition for pedestrian or vehicular traffic. 3. The proposed development has legal access to public streets and public services are available to serve the development. 4. The proposed development requires an exception, which involves the least modification of, or deviation from, the development regulations prescribed in this chapter necessary to accomplish a reasonable use of the parcel. 5. All alternative locations for development on the parcel have been considered and have been found to create greater environmental impacts than the location of the proposed development. 6. The proposed development does not consist of structures on or near known geological or environmental hazards that have been determined by expert testimony to be unsafe or hazardous to structures or persons residing therein. (See General Plan Policies 2-48.) Resolution No. 6514 M-2008-01 June 10, 2008 Page 2 7. The proposed development includes grading and drainage plans that will ensure that erosion and scarring of the hillsides caused by necessary construction of roads, housing sites, and improvements will be minimized. (See General Plan Policies 2-53, 2-54 and 2-57.) 8. The proposed development does not consist of structures which would disrupt the natural silhouette of ridgelines as viewed from established vantage points on the valley floor unless either: a. The location of a structure on a ridgeline is necessary to avoid greater negative environmental impacts; or b. The structure could not otherwise be physically located on the parcel and the size of the structure is the minimum that is necessary to allow for a reasonable use of the parcel. (See General Plan Policies 2-46, 2-47 and 2-49.) 9. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are designed in such a manner as to reduce the effective visible mass, including building height, as much as possible without creating other negative environmental impacts. (See General Plan Policies 2- 46, 2-50, 2-51 and 2-52.) 10. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats unless such location will create other, more negative environmental impacts. (See General Plan Policies 2-55, 5-14 and 5-28.) 11. The proposed development includes a landscape plan that retains as many specimen trees as possible, which utilizes drought -tolerant native plants and ground covers consistent with nearby vegetation, and which minimizes lawn areas. (See General Plan Policies 2-54, 5-15 and 5-16.) 12. The proposed development confines solid fencing to the areas near a structure rather than around the entire site. (See General Plan Policy 5-17.) 13. The proposed development is otherwise consistent with the City's General Plan and with the purposes of this chapter as described in Section 19.40.010. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, application no. M-2008-01 is hereby approved; and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application No. M-2008-01, as set forth in the Minutes of the Planning Commission Meeting of June 10, 2008, and are incorporated by reference herein. Resolution No. 6514 M-2008-01 June 10, 2008 Page 3 SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set titled: "DeCarli Residence Interior Remodel" dated received May 30, 2008 and consisting of eighteen pages labeled A-(0-9), E- 1, S-(0-4), SW2, T24, and L-1, except as may be amended by this resolution. 2. MAXIMUM ALLOWABLE FLOOR AREA RATIO (FART Approval is based upon a 328 second -story square foot addition to the existing 6,171 square foot residence, bringing the total maximum allowable floor area ratio to 6,499 square feet, including the existing residence and attached garage and not including the unenclosed shed structure. 3. TREE PROTECTION Existing trees not proposed to be removed shall be protected during grading and construction with chain-link fencing around the drip -line. The City Arborist will review and approve the final landscape plan prior to issuance of building permits. A tree protection bond in the amount of $10,000 shall be submitted to ensure tree protection. The bond may be released following receipt of a report from the City Arborist at the end of one year after completion of construction that the trees have been adequately protected during development and are expected to survive. 4. TREE REPLACEMENT FOR TOPPED TREES Any existing trees that have been topped shall be replaced on a 1 to 1 basis with six (6) 48 -inch box California native Incense Cedars planted along the northeastern and eastern downhill slopes in order to screen the house from the valley floor. An updated landscaping plan shall be provided to staff for review and approval to the satisfaction of the Director of Community Development prior to issuance of building permits. 5. LANDSCAPE PLAN A landscaping plan shall be submitted for review and approval by the Planning Department prior to issuance of building permits. In addition to the existing trees to be maintained, the landscaping plan shall also include the planting of two (2) 48 -inch box California native Incense Cedar trees; one on the northeastern downhill elevation and one on the eastern downhill elevation to replace the proposed removal of two (2) Monterey Pine trees to accommodate the addition. The landscaping shall been installed and verified by staff and the City's Arborist, prior to issuance of building permits. Once planting has been verified, staff shall report to the Planning Commission prior to issuance of building permits, on Resolution No. 6514 M-2008-01 June 10, 2008 Page 4 whether the landscaping has been satisfactorily installed and whether it is being adequately maintained. For any additional trees that are removed due to hazardous conditions or are considered dead, the applicant shall be required to replace these trees in accordance with the Protected Trees Ordinance. Species and size of replacement trees shall be reviewed and approved by the Community Development Department. 6. PROTECTED TREES The applicant shall record a covenant and deed restriction running with the land to inform future property owners of the conditions of approval of the application with regard to landscaping. The covenant shall also specify that the trees identified on the approved landscaping plan are protected and may not be topped, severely pruned or removed without approval in the manner prescribed in the Protected Trees Ordinance. 7. TREE TRIMMING The applicant is responsible for proper tree maintenance including pruning. No more than 25 percent of the functioning leaf and stem area of a protected tree may be removed in a 12 -month period as prescribed by an internationally certified arborist. In addition, none of the trees identified on the approved landscaping plan for the property may be topped or severely pruned back. 8. GREEN BUILDING REQUIREMENTS The applicant shall work with staff to complete the Build It Green's Single Family Remodeling Checklist to determine which elements of the checklist can be implemented as part of the project. The applicant shall attempt to implement as many items as possible from the checklist to the satisfaction of the Planning Department. 9. SANITARY DISTRICT If there is any intent for annexation into the Cupertino Sanitary District, both the subject property and a portion of Regnart Canyon Road shall be annexed into the sanitary district to provide service to the property. 10. GEO-TECHNICAL REPORT Prior to issuance of building permits, the applicant shall submit an updated geo- technical report of the proposed addition on the subject property to be reviewed and approved by the City. The applicant shall be required to implement the requirements of the updated geo-technical report as determined by the City. 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 Resolution No. 6514 M-2008-01 June 10, 2008 Page 5 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. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 12. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 13. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measures are to be installed. 14. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. The developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 15. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. Bonds: a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond: 100% of Off-site and On-site Improvement C. On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. Resolution No. 6514 M-2008-01 June 10, 2008 Page 6 16. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES (BMP) REQUIREMENTS a. Permanent Stormwater Quality BMPs Required In accordance with chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the City Code, all development and redevelopment projects shall include permanent BMPs in order to reduce the water quality impacts of stormwater runoff from the entire site for the life of the project. b. Stormwater Management Plan Required The applicant shall submit a Stormwater Management Plan for this project. The permanent storm water quality best management practices (BMPs) included in this plan shall be selected and designed in accordance with chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the City Code. c. BMP Agreements The applicant and the City shall enter into a recorded agreement and covenant running with the land for perpetual BMP maintenance by the property owners(s). In addition, the owner(s) and the City shall enter into a recorded easement agreement and covenant running with the land allowing City access at the site for BMP inspection. d. Hydromodification Plan (HMP) Required The applicant must provide a comprehensive plan to control any combination of on-site, off-site and in -stream control measures incorporated into specific redevelopment projects in order to reduce stormwater runoff so as to not increase the erosion potential of the receiving watercourse over the pre - project condition. PASSED AND ADOPTED this 10th day of June, 2008, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: Chairperson Miller, Vice Chair Giefer, Rose and Kaneda NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: Brophy ABSENT: COMMISSIONERS: none ATTEST: /s/ Steve Piasecki Steve Piasecki Director of Community Development APPROVED: / s / Marty Miller Marty Miller, Chair Cupertino Planning Commission VICINITY MAP ti�ttMAP4UEST ` tib rr w ~.l it o3Ga \ ° East Pab Alto manic PA Pat it. west191- j2(< / Ot- gdaida Xtwl7iton kd _ Ponola Valley Lo= 7r ,q 2 Cr 21:02 lAapOuesl leis. Alviso tas 3 VN iew hilt.'nri .. 1 Sunyva �\ � " a 82 I+ y l I 'pbett g -1��ara tom„ 02007 WE0 ar ANDS DE CARLI RESIDENCE INTERIOR REMODEL SITE MAP MAP 11VE%T c o�aoon I I i � 8 �g T-1. Nay r b I.0O U 0 � LZ l= o 0 Lu < w U U SHEET INDEX Y J cn 'Y Q w Of a Conradi. CT TITLE SHEET w CD U Q Lfl A-1 SITE PLAN & GENERAL NOTES A-2 .y "8...:. GEN. 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Nemowt Ober ,. {lAap Data 02008NAV TEO a TN<Atlae SYMBOLS *E:::�ELE EO SHEET T LOCATION TION SECTION/DETAIL SHEET LOCATION PLUMBING SYMBOL IF APPLICABLE O LIGHTING SYMBOL IF APPLICABLE FINISH SYMBOL IF APPLICABLE SHEET LOCATION REVISION NUMBER l4i !-AREA OF REVISION PROJECT DESCRIPTION ADDITION OF MASTER SUITE & REMODEL OF EXISTING INTERIOR TO ACCOMODATE TWO BEDROOMS AND ONE NEW BATH. I I I i �g T-1. Nay r b I.0O U 0 � LZ l= o 0 Lu < w U U SHEET INDEX Y J cn 'Y Q w Of a A-0 TITLE SHEET w CD U Q Lfl A-1 SITE PLAN & GENERAL NOTES A-2 GEOLOGICAL MAP & PLOT PLAN A-3 GEN. NOTES, PROJECT DATA & SQ. FOOTAGE DATA j A-4 PROPOSED CONSTRUCTION PLAN A -S EXTERIOR ELEVATIONS A-6 ROOF PLAN A-7 ARCH. DETAILS/ WINDOW &DOOR SCHEDULE � A-8 ARCHITECTURAL NOTES I E-1 LIGHTING ELECTRICAL PLAN S-0 STRUCTURAL NOTES &DETAILS Title Sheet: S-1 STRUCTURAL NOTES &DETAILS Vicinity Map,Site Map Symbols, S-2 STRUCTURAL NOTES & DETAILS Project Description, S-3 STRUCTURAL NOTES & DETAILS Sheetlndex 530.08 S-4 STRUCTURAL NOTES & DETAILS x•k As Noted PciNM SW2 STRONG WALL DETAILS oeCarr T24 TITLE 24 L-1 *ID -1 LANDSCAPE PLAN, NOTES & DETAILS INTERIOR ELEVATIONS A -U *ID -2 INTERIOR ELEVATIONS *NOT INCLUDED IN SET FOR CITY 'OF GENERAL NOTES 1. THE CONTRACTOR AND SUBCONTRACTOR SHALL STUDY THE DRAWINGS, VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB SITE PRIOR TO BIDDING ORDERING MATERIALS, EQUIPMENT AND FIXTURES OR COMMENCEMENT OF THE WORK. 2. EACH CONTRACTOR AND SUPPLIER IS RESPONSIBLE THAT HIS WORK AND MATERIALS CONFORM TO ALL APPLICABLE CODES, INCLUDING CHAPTER 42 OF THE CURRENT UNIFORM BUILDING CODEANDTTTLE 24 CODESAS OF 10.'1/2005. 3. SUBCONTRACTOR SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR, AND THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER, OF ANY ERRORS OR OMISSIONS, OR DISCREPANCIES IN THE PLANS AND/OR SPECIFICATIONS. 4. ALL EXISTING FINISHES OR MATERIALS DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION SHALL BE REPAIRED, FINISHED, OR REPLACED TO MATCH ORIGINAL CONDITION, TO THE SATISFACTION OF THE OWNER AND/OR THE DESIGNER, AND AT NO COST TO THE OWNER OR DESIGNER. 5. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATIONS AND THE SUBCONTRACTOR AGREEMENT, THE MORE RESTRICTIVE SHALL GOVERN. B. THE INTENT OF THIS DOCUMENT IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION, NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK. CONSISTENT WITH GOOD PRACTICE ANY WORK OR ITEM NOT SPECIFICALLY CALLED FOR IN THE DRAWINGS BUT REQUIRED FOR A COMPLETE AND FULLY FUNCTIONING INSTALLATION SHALL BE SUPPLIED BY THE CONTRACTOR AND APPROVED BY THE DESIGNER. DO NOT SCALE DRAWINGS THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ERRORS DUE TO THE SCALING OF DRAWINGS BY CONTRACTORS. 7. THE DESIGNER'S DECISIONS IN MATTERS RELATING TO ARTISTIC EFFECT WILL BE FINAL IF CONSISTENT WITH THE INTENT OF THE CONTRACT DOCUMENTS. 8. DIMENSIONS NOT SHOWN AS -f- ARE NOT ADJUSTED WITHOUT PRIOR APPROVAL OF THE DESIGNER. 9. DIMENSIONS TO EXISTING WALLS ARE TO FACE -OF -WALL, UNLESS OTHERWISE NOTED. 10 THE ARCHITECTURAL DRAWINGS ARE MINIMUM THE RESPONSIBILITY OF ALL CONDITIONS NOT SPECIFICALLY NOTED OR DETAILED ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR INVOLVED ANY CONDITIONS REQUIRING DETAILING SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER. 11. ALL FINISH MATERIALS, FIXTURES AND HARDWARE TO BE REVIEWED BY OWNER. SUBMIT LITERATURE ANDIOR SAMPLES FOR THEIR APPROVAL 12. ALL MATERIALS AND WORK SUPPLIED BY SUBCONTRACTORS SHALL BE OF A GRADE AND QUALITY ACCEPTABLE TO DESIGNER AND CITY. IN EVERY CASE THEY SHALL BE SUITABLE FOR THE USE PROPOSED. 13. NEW GYPSUM BOARD CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLACE SHALL BE FLUSH, WITH NO VISIBLE JOINTS. 14, DO NOT SCALE DRAWINGS. THE DESIGNERASSUMES NO RESPONSIBILITY FOR ERRORS DUE TO THE SCALING OF DRAWINGS BY CONTRACTORS. 15. FOLLOW-HERECOMMENDATION OF THE MANUFACTURERS. INFORM THE DESIGNER OF ANY CONFLICTS WITH THESE DRAWINGS AND SPECIFICATIONS 18- ALL HARDWARE FINISHES SWITCH AND OUTLET PLATES SHALL MATCH EXISTING BUILDING STANDARD UNLESS OTHERWISE NOTED 17. EQUAL OR BETTER SUBSTITUTIONS ARE ALLOWED SUBJECT TO OWNERS APPROVAL. THE CONTRACTOR OR SUPPLIERS, BY THIS SUBMITTAL, CERTIFIES AND GUARANTEES THAT THE SUBSTITUTION IS IN ALL RESPECTS, EQUAL TO OR BETTER THAN THE ITEM SPECIFIED, UNLESS SPECIFICALLY NOTED OTHERWISE. 18. ALL DOORS AND WINDOWS AND THEIR HARDWARE TO MEET SECURITY REQUIREMENTS OF THE CITY 19. VERIFY EACH CONDITION WITH ALL DRAWINGS BEFORE BEGINNING WORK. STRUCTURAL DRAWINGS ARE NOT TO BE USED WITHOUT CONSULTING DESIGN DRAWINGS FOR EACH CONDITION. 20, ACTUAL SIZES, ROUGH AND FINISH OPENINGS SHALL BE VERIFIED WITH MANUFACTURERS. VERIFY IF SIZE CALL -OUTS ARE ACTUAL OR NOMINAL, INCLUDING SKYLIGHTS, WINDOWS, DOORS, AND APPLIANCES. 21. THE PLUMBING/ELECTRICAL AND F.A.U. SYSTEMS ARE THE RESPONSIBILITY OF THE INDIVIDUAL SUBCONTRACTORS TO DESIGN AND BUILD PER CITY REQUIREMENTS, APPLICABLE CODES AND GOOD PRACTICE. 22. ALL WORK SHALL BE PERFORMED BY EXPERIENCED CONTRACTORS AND WORKMEN. EACH CONTRACTOR IS RESPONSIBLE FOR BEING FULLY INFORMED OF PRACTICES OF HIS TRADE AND THE RECOMMENDATION OF TRADE ASSOCIATION. 23. THE FOLLOWING ITEM TO BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL BY APPROPRIATE TRADES. COMBUSTION DETECTOR PRODUCT DATA 'i. 24. DESIGNER TO BE NOTIFIED UPON DISCOVERY OFANY(E) CONDITIONS THAT MAY INHIBIT DESIGN INTENT FOR PLACEMENT OF WALLS, CABINETS,APPLIANCES THAT MAY NOT HAVE BEEN VISABLE DURING DESIGN PROCESS. DESIGNER, CONTRACTORAND CLIENT TO REVIEWAND REVISE DESIGN AS NECESSARY TO CONDITION. j icr i T / 6E�7_ i ( i I i / r �tsl Pi 1 �12Aog5 ARE{- �2n�vIN� UPPVr4 P -'b2 7 +nor REVISIONS BY �Oo dama p� �UO fg U� c & o i�• � � o v N o LiJ Q U O o Z W In 0 Lij Z U U O J � Z Uvq Lu LL D U SITE PLAN GENERAL NOTEB o.a j .2S' 68 sw• �� r�c1f D— .1.1 TSE. C}lR-l-1 shwi A-1 Of shwa p L;VAL- �0 FErI CITY DATUM. SE - L. I NG F ALL . AND ; RAI c F Pc s: JPD7E-' U!,7GL- L, RES I -,F. -,fT IAL. A -i ),I- z :NS- A-! 120,-09. L'. 0 !NUNDA- 11.N.1. T 1 CN M I S 15 S U L C--XICIT i 3- IACIrIC C -4S E X 1 ST I N', 3Y A:TFIC TELU 1-�E TELEGRA,11 PER CITY HILLSiC,E L C'. , A --LF. BY k°_GLIN 1AIER CCMPANY I SC ARCED Eliiillli�P-- v(.t5 7 :N > w L Y 1 N D I S 17 1`. T 3 . ZT 4.1�,iiT OR Pj�,L: Z A�-- ARE PPOICS�D. T PC, IPEJ '. CITY. --"ECS FOR!: AD Ji f_ LiC A. -0 'D '..Y CITY R CITY IE �,Ip 1_; B E -L': R 11 T. Ors 0 Is I, C z % r] . 'T ""'CE -E R L FZ� T "ARCCIL 1?4 A QTst NG GRADzS •F�fifi CITY HIL LS !D-= 'AT r - N C aN REIIEP:7 S 06 ,IS LPLD BST - �;TOIit 1 AF �P�-A-OFR "Y"'EY. ST IWATER7 IN PROPOSE[ 6 111. :STING OVERHEAC U, ILITY LINES -HR. JT PRC -E PEP", cof v '009L ENCINE-R: 5 RE'GENT STREET SAN - )CSE' �CA2eg5lll I '--LE-"N- "S RICHAR�' E -F AL 22025 P C T =NApROAD CUPER 0, CA R5114 T ELEPHONE 2 255-2341 -E,EI,D EXPLAN1,17ION EMST;NG CONTOURS_ PROPCS'-C CCI ,T OQRS - C EXISTING FJILDING- 0.1 ARTIFICIAL FILL HOLO Zric LANDSLIDE DZPOSIT I4QLQC--nE 0 S S 1 BLE ORIVEWAY LOCA7 I ON - 44M_jp C.1 COLLUVIUM HOLOC--NE POSSIBLE HOPCS17E LOCATION WITH. OTs[ SANTA CLARA FM. PLIOCZ111E TO Pf�-BZR AREA 1� SLOPE M S �T�- COWGUME7IATE, PUISTOCZME SANDSTONE, SILTS-, GjrL, PROPOSED Pik I VA7 E ROAD- CLAYSTOME PROPOSED 'USLIC ROAD- T-? UNNAMED SANDSTONE MIOCENE AND SHALE CONTACT, di..hai,!, •h-. STRIXE AMC) COP OF 8EOS- AREAS OF SON. CREEP �20 1 EXPLORATORY DRILL HOLES GEOLOGIC CROSS - 5ECTI014 SITE PLAN PRoirc r 7197 L QTsc L TIA111C FASLF '_ DI i Oi,s F i1,_d, I ART- IC -`_RE., ',C7 DEE.D. 5 N 7 1 1 7 10 6 N 3,4"> 1f. " I � A 25' 7 N »-38 41" 4 84 1b, 1 3 2' 0: 21-24' (36.881) V4-11" E 138.76 E 32`18'46" E 220 .7 3 * (-Z ERR') 12. P- 16' (22.27'); Q-146°49'59" (1461 L 30.67 CIO .?b 13. N 65-38'47" W 66.50' (45.45') IS 0, 9-7b' 155,34' 16. N 53 3'38" E 1 3a .-a' 17 - 8�` 20' 56" W ) 145.001 11149.09') Is. S 35'02'2"' W 172.95' (164.95') 119. S 2-19'.1811 E 14,.7C 20 1 48-'3 6" , 111.5 .441 21, 1 59.7L' 22. R= 12' 147-09,50" L = 27.32' (30.82') 23. N 67-3'4- E 62.^0' 24, R- 94', p- 5,;"°39'45"; L = 80-4' 25, N t7 9 E 163.581 26. 55.67 27. N I - 34' x 59371' 28, 11 88°56 988.60' 'ABLE OF EASEP,, ',-S �j OR 319 PEL-- _INE EASFI,%� 363C C. -,,ER LINE EASEMENT 1:7r ACCESS (C) 1333 OR 66-L' ACCESS AND UTIL;T� EA31E.-Nr- ZO' EACH 510-- Or 10-- 5066 OR -111-47' ACCESS AND I;T 1_;.Y BASEMENT -:R CE, 5282 C, P 27.40' ACCESS AND V-:L['Y EASCIENTI-Z0'IAC. SME 115S0 OR $43 WAFER TANK EASEME',T i 7360 OR 543-13' WA -ER LINE EASEMENT EXISTING POWER POLE AND POWER LINE S- I- ' IAVFP AREA GEC,'.'0,GfC MAP REGN-AR"'11- CANYON ESTA-Ti: S CLj!FEr7.TrN0, CA - 0 IOP 200 SC -1171. 7rMT REVISIONS 0 r Lu < UQ Z rn Ln U-1 LA < < U ULJ z - w u0 LU Z < U "t LLJ CL :D U SITE PLAN D.P. 5.30.08 u.I. As Noted Drawn PC Job De Garb Of t AS ""' `-1 N-. 9.16 20 BE IR DEVIL - UBLICTURN-A RD Nj PUBLIC GEC,'.'0,GfC MAP REGN-AR"'11- CANYON ESTA-Ti: S CLj!FEr7.TrN0, CA - 0 IOP 200 SC -1171. 7rMT REVISIONS 0 r Lu < UQ Z rn Ln U-1 LA < < U ULJ z - w u0 LU Z < U "t LLJ CL :D U SITE PLAN D.P. 5.30.08 u.I. As Noted Drawn PC Job De Garb Of t AS ""' `-1 N-. GENERAL NOTES: 1. THE CONTRACTOR AND SUBCONTRACTOR SHALL STUDY THE DRAWINGS, VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB SITE PRIOR TO BIDDING, ORDERING MATERIALS, EQUIPMENT AND FIXTURES OR COMMENCEMENT OF THE WORK, 2. EACH CONTRACTOR AND SUPPLIER IS RESPONSIBLE THAT HIS WORK AND MATERIALS CONFORM TO ALL APPLICABLE CODES, INCLUDING IBC 2007 AND TITLE 24 CURRENT AS OF DATE OF PLANS. 3. SUBCONTRACTOR SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR, AND THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER, OF ANY ERRORS OR OMISSIONS, OR DISCREPANCIES IN THE PLANS AND/OR SPECIFICATIONS. 4. ALL EXISTING FINISHES OR MATERIALS DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION SHALL BE REPAIRED, FINISHED, OR REPLACED TO MATCH ORIGINAL CONDITION, TO THE SATISFACTION OF THE OWNER AND/OR THE DESIGNER, AND AT NO COST TO THE OWNER OR DESIGNER. 5. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATIONS AND THE SUBCONTRACTOR AGREEMENT, THE MORE RESTRICTIVE SHALL GOVERN. 6. THE INTENT OF THIS DOCUMENT IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION, NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK. CONSISTENT WITH GOOD PRACTICE, ANY WORK OR ITEM NOT SPECIFICALLY CALLED FOR IN THE DRAWINGS BUT REQUIRED FOR A COMPLETE AND FULLY FUNCTIONING INSTALLATION SHALL BE SUPPLIED BY THE CONTRACTOR AND APPROVED BY THE DESIGNER. DO NOT SCALE DRAWINGS. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ERRORS DUE TO THE SCALING OF DRAWINGS BY CONTRACTORS. 7. THE DESIGNER'S DECISIONS IN MATTERS RELATING TO ARTISTIC EFFECT WILL BE FINAL IF CONSISTENT WITH THE INTENT OF THE CONTRACT DOCUMENTS. 8. DIMENSIONS NOT SHOWN AS +/- ARE NOT ADJUSTED WITHOUT PRIOR APPROVAL OF THE DESIGNER. 9. DIMENSIONS TO EXISTING WALLS ARE TO FACE -OF -WALL, UNLESS OTHERWISE NOTED. 10. THE ARCHITECTURAL DRAWINGS ARE MINIMUM. THE RESPONSIBILITY OF ALL CONDITIONS NOT SPECIFICALLY NOTED OR DETAILED ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR INVOLVED. ANY CONDITIONS REQUIRING DETAILING SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER. 11. ALL FINISH MATERIALS, FIXTURES AND HARDWARE TO BE REVIEWED BY OWNER. SUBMIT LITERATURE AND/OR SAMPLES FOR THEIR APPROVAL. 12. ALL MATERIALS AND WORK SUPPLIED BY SUBCONTRACTORS SHALL BE OF A GRADE AND QUALITY ACCEPTABLE TO DESIGNER AND CITY. IN EVERY CASE THEY SHALL BE SUITABLE FOR THE USE PROPOSED. 13. NEW GYPSUM BOARD CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLACE SHALL BE FLUSH, WITH NO VISIBLE JOINTS. 14. DO NOT SCALE DRAWINGS. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ERRORS DUE TO THE SCALING OF DRAWINGS BY CONTRACTORS. 1S. FOLLOW THE RECOMMENDATION OF THE MANUFACTURERS. INFORM THE DESIGNER OF ANY CONFLICTS WITH THESE DRAWINGS AND SPECIFICATIONS. 16. ALL HARDWARE FINISHES, SWITCH AND OUTLET PLATES SHALL MATCH EXISTING BUILDING STANDARD, UNLESS OTHERWISE NOTED. 17. EQUAL OR BETTER SUBSTITUTIONS ARE ALLOWED SUBJECT TO OWNER'S APPROVAL. THE CONTRACTOR OR SUPPLIERS, BY THIS SUBMITTAL, CERTIFIES AND GUARANTEES THAT THE SUBSTITUTION IS IN ALL RESPECTS, EQUAL TO OR BETTER THAN THE ITEM SPECIFIED, UNLESS SPECIFICALLY NOTED OTHERWISE. 18. ALL DOORS AND WINDOWS AND THEIR HARDWARE TO MEET SECURITY REQUIREMENTS OF THE CITY. 19. VERIFY EACH CONDITION WITH ALL DRAWINGS BEFORE BEGINNING WORK. STRUCTURAL DRAWINGS ARE NOT TORE USED WITHOUT CONSULTING DESIGN DRAWINGS FOR EACH CONDITION. 20. ACTUAL SIZES, ROUGH AND FINISH OPENINGS SHALL BE VERIFIED WITH MANUFACTURERS.VERIFY IF SIZE CALL -OUTS ARE ACTUAL OR NOMINAL; INCLUD- ING SKYLIGHTS, WINDOWS, DOORS, AND APPLIANCES. 21. THE PLUMBING/ELECTRICAL AND F.A.U. SYSTEMS ARE THE RESPONSIBILITY OF THE INDIVIDUAL SUBCONTRACTORS TO DESIGN AND BUILD PER CITY REQUIREMENTS, APPLICABLE CODES AND GOOD PRACTICE. 22. ALL WORK SHALL BE PERFORMED BY EXPERIENCED CONTRACTORS AND WORKMEN. EACH CONTRACTOR IS RESPONSIBLE FOR BEING FULLY INFORMED OF PRACTICES OF HIS TRADE AND THE RECOMMENDATION OF TRADE ASSOCIATION. 23. THE FOLLOWING ITEM TO BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL BY APPROPRIATE TRADES: COMBUSTION DETECTOR PRODUCT DATA. 24. DESIGNER TO BE NOTIFIED UPON DISCOVERY OF ANY (E) CONDITIONS THAT MAY INHIBIT DESIGN INTENT FOR PLACEMENT OF WALLS, CABINETS, APPLIANCES THAT MAY NOT HAVE BEEN VISABLE DURING DESIGN PROCESS. DESIGNER, CONTRACTOR AND CLIENT TO REVIEW AND REVISE DESIGN AS NECESSARY TO CONDITION. 2S. PATCH AND PAINT OR OTHERWISE FINISH TO MATCH (E) AT (N) OR (E) CONDITIONS. 26. TYP. = TYPICAL (+/-) = PLUS OR MINUS (N) = NEW N.T.S.= NOT TO SCALE (E) EXISTING (R) REMOVE U.O.N.= UNLESS NOTED OTHERWISE r t I I 2.0X2.0/2=.2.0 G; 8.0 X 2. 2.0 X 2.0 / 2 = 2.0 PLACEMENT OF ADDITION SCALE: 1" = 20'-0" SQ. FTGE. @ ADDITION A 23.25 X 12.0 = 279 B 1.08 X 1.08 /2 =.58 C 1.5 X 12.0 = 18.0 D 1.5 X 7.0 = 10.5 E 2.0 X 2.0 /2 = 2.0 F 8.0 X 2.0 = 16.0 G 2.0 X 2.0 /2 = 2.0 SQUARE FOOTAGE CALCULATIONS @ ADDITION SCALE: ,q IF = 1'-0" TOTAL (N) SQ FT = 328.08 - FkQxC-T DATA: OWNERS: Jan DeCarli SITE DESCRIPTION: ADDRESS: 11640 Regnart Cupertino, CA 95014 APN: 366-33-006 EXISTING USE: SINGLE FAMILY RESIDENCE ZONING: R -H -S-120 OCCUPANCY: RESIDENTIAL LOT AREA: 178,596 Sq. Ft. N BUILDING AREA: MAIN FLOOR: EXISTING ADDITION 3424.25 0 TOTAL` 3424.25 ATT. GARAGE: 1211.75 0 1211.75 = UPPER FLOOR: 1535_00 328_08 1863_08 ad z TOTAL COVERAGE: 6171.00 328.08 6499.08 RATIO OF SECOND FLOOR TO FIRST: EXISTING = 44.8% _ PROPOSED= 54.4% '. NE F.A.R.(SITE COVERAGE) 6499.08 - 178596. _ .036% FINISHED FLOOR ELEVATION'. (E) (P) (DIFF) i MAIN FLOOR: 814.5 814.5 0 GARAGE: 813.5 813.5 0 UPPER FLOOR: 822.75 822.75 0 AVERAGE SLOPE OF SITE: 31.7 DEGREES I � W O U w w c c 5. a) C W Q 0� U U J rY O c L a v v U Q C> 7 LLJ r U 0 L.4 -H -4 General Notes, Project Data & Square Footage _.. _., Data & 5.30.08 As Noted PG/ NM 'i lCadl A-3 OF FLOOR PLAN NOTES: 1. DOOR BETWEEN HOUSE AND GARAGE SHALL BE 1 %B" SOLID CORE WITH SELF CLOSER.(20 MIN. FIRE RATING) 2. PROVIDE A MINIMUM 36" INCH DEEP LANDING OUTSIDE ALL EXTERIOR DOORS (NO MORE THAN 8 INCHES LOWER THAN THRESHOLD FOR IN -SWINGING DOORS, NO MORE THAN 1 INCH LOWER THAN THRESHOLD FOR OUT -SWINGING DOORS.) 3. %e" TYPE "X" SHEETROCK @ WALLS AND CEILING BETWEEN GARAGE AND HOUSE.. 4. INSTALL Ye" TYPE "X" SHEETROCK @ WALLS AND CILING UNDER STAIRS. 5. PROVIDE 22" X 30" UNDERFLOOR AND ATTIC ACCESS AS REQUIRED PER IBC 2007 6. PROVIDE EGRESS WINDOW @ ALL SLEEPING ROOMS PER IBC 2007 (MIN 24" HEIGHT - MIN. 20" WIDTH - 5.7 SF. - 44" OFF FF. 7. PROVIDE NATURAL LIGHTING SOURCE (WINDOW, SKYLIGHT) WITH AN AREA OF NOT LESS THAN yo OF THE FLOOR AREA. IBC 2007 8. PROVIDE NATURAL VENTILATION (WINDOW, DOOR, OPERABLE SKYLIGHT) WITH AN AREA OF NOT LESS THAN Y220 OF FLOOR AREA. IBC 2007 9. SAFETY GLAZING REQUIRED WITHIN 24" OF DOOR- 16' OFF FINISH FLOOR- 60" ABOVE A STANDING SURFACE AND DRAIN INLET @ TUBS AND SHOWERS. 10. PROVIDE 36" HIGH GUARDRAILS @ FLOOR LOCATIONS MORE THAN 30" ABOVE GRADE CAPABLE OF RESISTING 20 PLF HORIZONTAL LOAD PERPENDICULAR TO TOP RAIL. INCLUDE INTERMEDIATE RAILS SUCH THAT A 4" DIAMETER SPHERE CAN NOT PASS THROUGH. 11. SPECIFY HANDRAIL(S) AT STAIRWAYS WITH 4 OR MORE RISERS. IBC 2007 12. SPECIFY HANDRAILS HAVE A 1'/4"- 2" INCH GRIPPABLE CROSS SECTION, NO SHARP CORNRES, HEIGHT OF 34 TO 38 INCHES ABOVE NOSING, EXTEND CONTINUOUSLY FROM TOP TO BOTTOM RISER, AND TERMINATE AT NEWEL POSTS OR RETURN TO WALLS. IBC 2007 13. ALL NEW WATER CLOSETS TO BE MAXIMUM 1.6 GALLONS PER FLUSH. 14. PROVIDE SEISMIC ANCHORAGE OF ALL WATER HEATERS PER IBC 2007 15. ALL TUB AND SHOWER CONTROLS SHALL BE PROVIDED WITH PRESSURE BALANCE CONTROL VALUES. 16. ALL TUB AND SHOWER WALLS MUST HAVE A SMOOTH, HARD, AND NONABSORBANT SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 70" ABOVE DRAIN INLET. 101-61 (E) SHED I 3 OF4 WALLS TO BE REMOVED 11 (E) BALCONY + j/ aEPI (D WITH (N) / TEMPERED PRIVACY #, / cuss PER cOOE _ �\// 11•_6• T-3" � (X04010 LINTER/ STORAGE X LINTER/ STORAGE , 2 T BATH #/ LIVING ROOM j i 1 (N)2168 � VANITY r, (N) 3040 'IEi302.6 � \ /j EGRESS ' TRANS BEDROOM #2 c DIT'_ _ (E) VAULT CLNG \ u DINING ROOM_ \ / j ON .__ f' aao (N)3a4o �(E)3D26 EGRESS TRANS ( POST _ N / i 266 446 EXISTING l BELLOW//(N) (D WALK- /I EXTERIOR STAIRS TO BALCONY WAY @ / ♦0• 1 W.I.C. #2 - +26" �J �/ �Gfi%� N�� %� DRESSING MASTER BATH DN T•.. a) 266e / AREA t L/Tr <fT/4' I �SSFIOWEJ (N) 2668INI \ \ `2640 HALL NOTE. ALL WINDOWS IN- - 2 \ --J NEW CONSTRUCTION TO HAVE /Cr / /f J- / ' A' \ ✓1i` ELECTRICAL SET-UP FOR REMOTE BUND CONTROL / ,F S/ '/ �\ 261 ` (E) 24' MONT I ti � Z140 \ A,S PINE TO BE 'ROOM ��Ffp REMOVED I v.1,. Ewl I / B(Ni �.,� tio,5 PLEASE REFER TO - 1640 TREE REMOVAL PERMIT FOR REFERENCE \ -�' O• CL b / CL TO PLACEMENT / i / 2�N) rllso6e FR.� A NOTE. TREES$ TO BE PROTECTED 0B\ DURING GRADING 6 CONSTRUCTION �E• RAN$ THL p,/ WALL LEGEND PER THE CITY'S GUIDELINES _ E1640C T- IT BALCONY,V i \ CL/ \(E) 20• MONT MINE TOEXISTING WALL (E.) . � )) \ .�BE 6i REMOVED D 4. .,�._ - � �- a/ REMoveO TO REMAIN _ ""� PLEASE REFER TO t � 2'-5' � TREE REMOVAL .F/ \ PERMIT FOR REFERENCE �•� I D , TO PLACEMENT NEW WALL (N.) CONSTRUCTION I (E) 1B' MONTEREY \ / PINE /Y r {� r7JJJ�/ EXISTINGWALL TO V11_L L1-7 BE REMOVED WALL PRELIM INARYCONSTRUCTION PLAN SCALE: 1/4" = P-0" — — J PLACEMENT OF ADDITION SCALE: 1" = 20'-0" Revisions 7.12.07 �Qso �p NaE e z ' W O U IY LZ c O 0 5, 0) C � Ics U U J O � C � Q � U CL LLJ 7 � U r -I Preliminary Construction Plan '. 5.30.08 Noted /NM ICarll A-4 OF 0 f (N) f• (E) ON ANGLE MATCH (N) TO (E) @ NEW CONSTRUCTION 12_. 71 ROOF- (N) TO MATCH ADDITION CLASS'A 202x; 2 \� L�LN Ll 14�1 j" FINISH TO MATCH (E) @ADDITION OPEN MATCH (E) _ ADDITION � y � Ol FRONT ELEVATION @ MASTER SUITE—SOUTH SCALE: 14" = 1'-0" 12 7F— (E) ON ANGLE f (N) f f < i�n (E) (N) _ (N) l) O4o (Ny�A< , S EGR'ES (N)', - REMOVED DOOR \ STAIRS �(E) \ BEYOND -- RAILING I(N) -____ RAILING @ ADDITION 2 RIGHT ELEVATION @ MASTER FRENCH DOORS—WEST SCALE -01 I (f) (N) f f ROOF-(N)TO f MATCH EXTERIOR ELEVATIONS SCALE: 1/4" = P-0" f (N) _ 3\ LEFT ELEVATION @ FRONT DOOR—NORTHWEST SCALE: 14" = 1'-0" (E) NI f ROOF- (N) TO MATCH E)@ ITION \ ADD \ CLASS'A' \ r - - (E) (R)(E) ("EJ (g) ,(N) jN) 2620 62 ?�40 7�'q0 t TEMP TEMP / f LL o U ()If w c o 0 �rn � c � U U rd _ > J � 0 � C � Q U a 7 Lu - U 0 1.0 r-1 r•i Exterior Elevations 5.30.08 ® PG HIM REAR ELEVATION—NORTHEAST �,m; SCALE: 1a" = 1'_0N DeCarh A-5 OF Ali I (E) Roof -- — — — — — — — — — — — — PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" Roof Legend (E) Roof (N) Roof Proposed Roof Plan with Legend 5.30.08 'Zs Noted A-6 OF IIS ?EMtEnEO VL. W/ILUH F7-Vtc �'f� - SUR�OLfi;p MASrI W/ W.r rw,�wt� I; I, I �How�u �I Ctsi 1�e"n�> i be9mnBre np ne6d ra n0fSpnra CUfnrq. ` 1 E ' r . EL fC N o.4nobry \ .. ro n ' 1 If Tc.QIc4 Ftr1I9H --j F. SHOWER/TUB 'St!'9fuD L.tnt. 0(x '.e I2 COL. -- - IrTE�pF P��n---- ..: s�JeM0S371�9390r. -fQ0'/OrW UseO.ip otcwae vhiplB Wamafbn con.. �^oF00 dpMa urs :o- wwOnec2 b+ . GXTi%+IOF FIN19il .sL-das .vegn�e'�'� bcof N: rer wlei office. :C'I?^ECrAIS Ma'YetWdlily plod-th Hefa is the hB(Ynefx oroaman br aritirOch nuikifxi and a.nb �D ltiry^L. 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DOOR I-ID/JAMB 6-r)CLJ/ a J •r C: 2Ly FO Aft b� LATH/PLASTER-CONTR. 3: cof, l,TIX,Co� -h101yGi Ga]l.I� 1f3fNl-I CTL f'yf�•p,� STUCCO OI. 2by .OAMTRPA by LATH/PLASTER 101 RAKE i'TEP�F F041 all E�IEF� HNIsN H��ElDEF-��8G°s��Pt��+yI 5dln r WOOD TF711 G2 fn t 5E ELEV. {3 6L.. W!r•IQDW-------i cot yLP- °CJti}`Gfi f LPi r( %+ rel PIxCO � .91i~UvfL I UCCO/ I 2b%4L FOA. TTT IM @ DOORS & WINDOWS by LATH/PLASTER CONTR. St.. WINDOW I-ID/JAMB t ica0p. AN04 i �� Pfr+FGPc�„r'EZrfT�l 1 a I I ✓ E „1 WOOD E EY i /`Pf`F'O�c'J Ps/G¢J ' Sl'UCCviif. y`P2by4 FCAMTRIM Q DOORS lrUiC: PIxGpG1 •sINiL/5R (f a wwoows by 1 LATH/PLASTER, CONTR. SL- WINDOW SILL Ira, 5UD LS^{.L nrrr�„?-�„c PLAN exr. r. 19r Ft/bd .^6 Wx00 T14rt CF2 }G7a Ml r Snm — 9L• Gt-. 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BM p0 I IE wldhxe. �� \ HOAESiFAD' L _ J ITr rl E -h ocn bakh a Nb WOM+ced If lasted b p f« I PW h— Wbykww7' hem d za K -e No -f. oof vrileper BorAA \�- \ - T paesvl Irxagn Dxepr. _ Oae'l r V AP'P i Monw Hree Pa ` Pass the \\ \ -__ --- ."i. �S r<Y icir,�� -•i. / sew.'e h nrq ard.N�owlrsO bst coC42.72 Memod a rkT.tn9C baCpunO of fne tlelhuc lhe / EsYAIF - tacos enCcovnlemdM hepueM liesieilMw NISiKSN S' INDSWE i� /i-.,y;"�.a f .. ) cycllfg, ilemcaanorded mol o* nro maxf. focMed wlm Mlalrp nxo h-1 me P -d-, ;'C'll 'i-.c�SC.1 S--r•IE f1: 11Yi GTC UC'l, n, -- bo Vsed m h0elelth-Ban 10-1 exceedi g a+e wfirA+�ah JO cede, per y0a M i E+:+OS+FCW RSB bul'dUpolCB ad ,�\ - V ` e doergpa orr/ root VA recairtand Mwl cob rool deslpn Dry loot design ph homh-lc ol aebmvpo r oeabpR..enlme d 1 hme pnenomenp be torah- Blvd M mesa c«wnorn ev f `�/ v V . O.C•Eii -sMia, (eofew Chub 'RIO;' 1!brnes'e9d, $nOke0M 5M6nre n.TeoMRI- y opt eO fi X. yA f... 4d NOTE COrT1eM AL ndoad151Ee MIa1;zdI.Arnwrid Me', on 9e 95 rotes wNOM pN peL qn AND DDOft33EFOHE PLAgNG piDEft niefx)etl J'rNnDvm he'odlbp, 90 nem mei W.A ' r cooryoofrnr,QetaatorrodaooDe roourwa„a"„"�"°"°""' aaluebnre noaaap rean,re 0pW -- fpocirgdM1bMer Klee ca"rn'eo1IFy be ooraired /" vnNoows LATH/PLASTER UUNI H. be9mnBre np ne6d ra n0fSpnra CUfnrq. ` 1 E ' r . EL fC N o.4nobry \ .. ro n ' 1 If Tc.QIc4 Ftr1I9H --j - d'ed-o l W .9oen fie bredwegjret 01100 nD�9ra reel fti. is Mpro.I &'MO � 'St!'9fuD L.tnt. 0(x '.e Iq Nc ¢r,m0 pnl of IF. produclmW wP n T� Alv bconpv dependent upon lne uq�v va INMµp EF'.ec�dOn.;g dn1CR+•maerl-h�•; "I •EJ?rn✓vyE� ..: s�JeM0S371�9390r. -fQ0'/OrW UseO.ip otcwae vhiplB Wamafbn con.. �^oF00 dpMa urs :o- wwOnec2 b+ . 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IMaiy1g11p 1,y0lf rn0yne9dMWlfq teomca P�wNersv a93Cm ..: s�JeM0S371�9390r. 21< 5211X)Sew w o'-0 G'+91�i tlab. d.dnawy lmryppflppas. eic. •w�wr..e.•.�.•...�,...�...,..mf. wy.a..1 �s urna� rAS9a21x8<)955. .. CAlIVJ4rvV• huassnmJsm UA ul wAswwc'aH eD9p3c Swteg Sheel F]r� p � �N✓V✓L�l% ��I - I �,.� +fw .. eve 1v9os+ •u C.aaa�.CAaTA J1M]).]0Ba Fw B92t�y M�gllay 90 LOB2 G523 2ab�50450bCa , fA%?JOl5B+9590. .. ': � m•fd��mo;.�••P>• rAxroLnv Dam EAx aouart2sas9 — + ROOF TILE Po—.31,. S--CA 0`A3 PMI�NpMOlbod "�" " D F,XT O DOR IID/JAMB MONtER zao oe2 un raxzwABz s92/ ea• Dee+ z2» Javuaeezz . ----vQ.t.� t" 1 rax ]ovauaus ARCHITECTURAL DETAILS/ WINDOW & DOOR SCHEDULE Z mo W0 0uJ rn CC! c: U - v � cc! c: o Q � � U LD Q W ti U ARCH DETAILS/ WINDOW & DOOR SCHEDULE 5.30.08 A No[ed PG/MNM UeCarli , A-7 OF -SECTION 3-A CONCRETE WORK (C/LST'N-PLACE). - CONCRETE: 2500 psi at 21 day; 7,3 galbrn water maximum per Sark of osnert& PORTLAND CEMENT:- ASTM C190-Tt and C"I-n Type -1 car IL Low agrali, milt, tested and e-tiliecl. Use Type V eemem. Jor soil containing wniphate_. '..'concentntians e1 more than 0.2 per car, WATER: From domestic tokk=%-;:lean and free from ail organic r otic dekterian materials- _ LIGHT WEIGHT AGGREGATES:: ASTM 0330.69 arsd 033246. a SANO NOSTRUCTURACAGGREGATES ASTM C33.71a. � AOMLitTURE: Per ASTM 026040,. C4%41 and C61t-77 FOUNDATIONS. Install u ah k4tc! n these draringa and As amended by the foul foil. repos POST -TENSIONED DESIGN: See specifications on post tension foundation plans when attached. SECTION 3-5 REINFORCING STEELt WORKMANSHIP: All work dull comply with the requiements sat forth in the "Manoal of Standard Practice for Detallirg Reinforced Concrete 5tructures", published by the American C i—ete nstitutt except where more exa ig -requirements are specified an the Cwva Document& REINFORCING STEEL. A. Foot' s S�iabi and Walla: Grade AO ) ASTM A615 -74a, &616-72, CoWmns aha Pilartera: Grade 60-)AFL7-74, A7()6-74 0. Minimum C—erate. Mk4— .2 bitches 6— ve for nee] where conttrete k formed,3 irchm atterat rot formed; 1 inch mnimum from top snrtace of slab tniess adhWnbe rood less pkat. - REINFORCING MESH..On-Fado btsiMg, 4.bs sh" be ASTM A115-70, A496.70 And A497-70 akct wally wold"wrevuan or deformed wire L.bric, .inns and gauges As storm an. tree drafa p ECTION O5 A HEATING; - SECTION 5-A MISCELLANEOUS AND STRI'-._'URAL METALS. V ES AND REGULATIONS, All work and materl.la shall be in bill acrnrda WORKMANSHIP: Fork full comply with A.LS.G'M.nal of Steel Construction•, ith the latus leder&,, rtate and local rules and re%ulataxhs. Nothing in these fates edition, unless more eaactirX requaener,ts are specified In the Contract lams or specifications dull be construed to permit work rot coNorrrv% to there Document& z'ex. STRUCTURAL STEED ASTM Alf. ,RAVINGS: (Prepared b,1 the M-dlanirsJ EoE*—) A. T1r_ work shall be natalkd u indicated m draw PIPE 5tacdard steel pipe - ASTM A33 -69a, Gde B or as specifically noted an the mgr, however, d—tea drarag& to sceomm+od.te ilrtaB.6- of the work with other work or n order to 7meet architeetnral or atructral c rditias lull be made wah"d TUBING: ASTM A501 -43a t inw Cost to 0— B. For ptcpows of Clarity and kgibWty, the drawings art eneMl.aUy WELDING: Per American Wtidig Society Structural Weld Code Dl -1 1977. diagrammatic to the ::tent that offsets, bad, "641 (ittings And MISCELLANEOUS ITEMS Micellaneohs mets] hens end their related exact kpcatioru are rot adicated. Conwa r shall make use o1 all data c,mc__ts are not nekzsaarlhy individually described. The moat inortun pand n all of the Contract Docuan ments d atoll verify this information at the uta those requirrg detailed dccrhptlon are pacified Miceifave items not described toll be h—tad wW installed n -dance wish the stent of the TATERIALS AND EQUIPMENT, I Dr..". and 5peel —tbn aha -,.*,..dtoe"pktathe oak. I A. Q -T orl,: S.Cply ducts til) G Aluml-bestos or approved equal D--tw.,k shall comps with the minimum weight .canards As set faro, m the Lhllorm Mechat cal Code and rhe mtum fists stall be gaZimd beet metal. Gal Nle fhtagt tall be ihsuated with 1• f OMI.rt_ Provide .utom stiC Ire dampers, where -T--d. FABRICATION AND INSTALLATON; A. Fvrtace Ckxne 9,&1J be Alred To Provi& 6 tach Ciearanre form ip.erACe unit at AI&4 front, rear, and ether regk— . per .bol SECTION 15-8 PLUMBING: RULES AND REGULATIONS: All work and materials tall be len fullamorda+ce with the latest state, ledtrai and beat ivies and regulators. Nothiri4 M t"'TA plus oe specification *WJ be construed to permit work not eordormM]a,Reale Codes. I�100D A. D—glas Fir (DF}: ASTM 13243-70 .it D233340, U.S. Department of Agrculore Amerkars Softwood Lumbo Standard PS20-70_... .. d P IIS Department of Commerce Product Standard PS I- ♦ A [ A!».1 and pvf ,evince grade stamped by American Plywood Association - DRAV INGS: (prepared by the Plumbing Egietr) G Marking, Wood and timber dalf be awaked with It, grWe and plywood with its grade trademark in acamedence with the reluActrd-standards. A. PWmbig Contractor who is awarded Did toll prepare and wbmh Pismo,- A pied with defeeO rendering It txtwuitable for tae attended lull rot rise diagrams and calculations, required by the subject city:. - be used regardless of padag. . M As o1] �Y SECTON 4-A BRICK MASONRY AND PAVERS GENERAL: Protide labor: materlatr, e:fuipmmt and other wvicea to complete exterler Gid; an+aahrY vhnere htd]rated m drarkg& &ick and pavm u selected by Architect eonfrmig to ASTM C62 -3t, 0H," and C-652-70 Grade MW size as indicated on drawings. Morar stall be colored with pre manual colon only As selected by Architect Sire .rd partum as ndinted on drawings. InstaWtion As specified in Section "CONCRETE UNIT MASONRY- and Tile Council of America -Handbook Method" F112-77 for first nw and FL41-77 Ir second floor Installations. - SECTION 4-0 CONCRETE UNIT MASONRY; COORDINA'nON: Caondinate with .0 odor Trades Mone work relates to bkdr masonry�la' to tion for pLdn of W required bbd:k:y sub-framkg, bit--& furi,g, etc., to atsxrc proper locations. PLACEMENT OF ITEMS FURNISHED BY OTHER TRADES: Pts a anoNors, bops, pipes, sleeves, milers. blodcouu, "SI ts, fittings, eorduit; etc, provided by other trades within mammy. Cooperate with trades Imroh-ed. MEASUREMENTS; Verity all mmerskns drown on d-wigt by taking field me.wmevertisi proper fit and attachment of all block mawey :a roquaed. GROUTS. Mix one part Portkd cir-ont, 1/10 hydrated time, rot more then three parts sod And not more than two pasta 3/1• mase.um s;.- pee gravel by vokmw, and stall haus a ari ,mum compressive strength of 2000 pd at 29 days of age, aggregaM per ASTM G044L. MORTAR - MIX.. Type M or S ASTM G61 -44T and 0270-39T c r i ting of One part Portland amort, 1110 hydrated Ume, net more than tree .parts mrd, all by. miume: Type M mortar stall have a minimum compressive. strength of 2300 pal and r, Type S 1.300 pd at 22 days of age. No flee clay permitted as mortar used for structural units. All materials br matters call be meas reE by volume, sand - and cement mixed dry. gme added, and tum waw added to Gag to to proper rvruktrrc7 gar use. No mortars; fare stood for more than one hour shall be used mortars; that CONSTRUCTION(GENERALh -- A. Cer I: Walls shelf be ttralgh', pbmvb. Aad t,a. with aU coarses true to I- and hovel, built m d.nenfioro shown . Calla stall be filled pili" with grout as Indicated. Blacks tall be iald upwith waterproof Type M or S mortar, Ckon units before pltcig. flat ma>ory saw for cam". .. 4 Aligmeem is Vertical Cellan, Magary shall be built to preserve ase unobstructed vertical contanfty ef're:ells. The vertical alignment . shall be a dfici ht to maintain a eku. TrhabstruCted vertkat opening not less taw 2• x 3t Lay units clear: and dry. - - G Ckanouts: Cleanout opmng salt be preps ded at the bottoms of au "Lis to be filled At each Ills r par of pout, when such lift Or pis of grout Is in excess of 4 fret in height- Cieanuu ah" be sealed after appeoion and be foe pout.W BLOCK MASONRY uNns, Dade -w hollow bad-bearircg alta per ASTM cqa 7m REINFORCING STEEL: Lap reYJoreag rot less than 30 ber diameters at 3plic4 points. Stagger splices In tall mkif—rig. Lap horixanw renhorcirg a ,W_ I B. For purposes of clarity, end ktibUhy, the rkv.igt are ersshtlsliy dugrammatic to the erten that mums offsets, tend; pecAl fin'", and wet beatims are not -16-ted. Contract-shW. make ux of ali data in. all of the Centraet Decumerita wd shall verify, this ittorinatcn:. COPPER TO STP -EL CONNECTONSk All copper pipe eorrhectias to, ferrous piping shalt be made with dkketric ea90rgs r Isolation flange&: VASTE AND VENT SYSTEM: All soil writ, and vent piping *nail be Sp!oved ABS. All pprg shall be sired As requked by akin" city or empty. Cle— locations daU be boated is low visible areas. Provide :learns -u required. by. U.P.G Wane lies djacmt to Uvlrhg areas *Ali becm4ron for nose ahatemmt. DOMESTIC WATER PIPING SYSTEM,'. IW rater "Iy Lnes�shW be copper.: Type bekr slab and ype M elbow: xiab. No OttirS T alloccur bebr.slab.) VATER iiEAnNG SYSTEM; Firnisfy install and csvrect piping and equpm rd required to oortpkte,the water h+eatirgaj•nen, . DOMESTIC GAS SERVICE Provide lou line to gas -{'red equipmmt nekdag water hirer;.pool equ,pmmt,f:maeea and firepfacta. Plxrhag to beatiee+.ed aavaLL Gas miter ttubonrt ort eadtutt adner'enW sgmeted by. Guher.l CsntratW. PLUMBING FIXTURES AND EOUW&MNT; A. Generale Furnish and install all a.. Viand equlpmsent .hewn m ate draw.p r ptcitie i here,,.. AU exposed bras tubi" wjin , brass trap; hose blbbr, -we pieces and odw brass trim 's politxd d -me pktd. F)FM all piping trough wall:ar ceilings. with throm,e plated wall flanges dr- e.andmseo. step; Ara'rtera, t.11ppleces, trim, etc. are Mb6ed m. mak f,stwe, rtsetha' r.not specified. Prmide'apprered ,ande-P"'It,withgluedfhti gentub&& Galransxd. pipe ,hall not be used lar waste a water apply, C. Water apply ,'cies shall -be ,stalled with: pproved anti+esSEC 10H 15-C VENTILATING; RULES AND REGULATONSt.. AU rale and materials tall be n fulwith the .late,,, tder.l Rate and be-] mules and rnukti.— NotpWn a seclfk:at.m:shall be tpmTs'trtsed.t prank vrork rot rakhlarmcode&MATERIALSAND EQUIPMENTtA. Equipment specified bTL m acaccfaee+ % r umb t txll.de.ceeArxk; control; etc.. liaredn ate eatabgu naMith.equbknenL Optiural 4.additioral .occssra:s taU'btfed.ipecitied.& B4d-", Edaust Fang Shall.provide mnimun we ale e:rive mantes. provide fan n W b.tnwo,na and envies.p-3ed with mtur&I',re tLI tkrh. Vests so be contlr—sede . G Fk.eu Provide flues,. fresh .air stake 1r" etc:,fur an hot wsber beaten LUMBER. GRADING: Uniem odherw'se noted, lumber shall conform to the folbrag:. .. A. floor pYts,�header~ lirteis, MUM Joists and rafters shall be S43 seasoned Ne. 2 grade or better Douglas Ilk - unless odww- rated on the d—irs. iL Concealed floor beans, root beams, sed posts dull be SOS a—sed No. 1 Douglas Fr - unkss. adteerla t roped W the drtring& .; -:. ..... -G Exposed flow beams, roof teams And peaces 1" be aarytred --"it No. 1 Douglas Fr - ]tee of -hent caner uskaaotharwise rated m the drawing. _ D. Ali. studding, bbeklrg, UTkg andpI.W. cull be SIIS a *—it %tud' FadA D "Ica Fk - u.J.w ottrwke raaad en tee drawkgi E Fxterlr road art. *.Mabe taw,dseQ ssaasted:sleet eight wiet Cates or D "lax Fr - unless ataerwiaeaord on ate drarkg& ' Lw ern.,../. F. Exterler rood aiding shat be saw shed —.it select tido fact Ci da r r D'ohglaa Fr or bettor In patterns as sawn on the drwing,& -. F. 6tterbr rood tlrIIsg ataU behl.saJea �oPd tbat'iit-prtttlwrrd.w G� Exposed wave and rake shouthng shall be select O l sat Credar*Ar Douglas rk or better (see phnl. 3hIPLi ON to bond r T 4k lar cxterir irk plywood. Hi. 1bo16ctkbg shall be esterbr grade plywood slrtastskri+ea pkn). . L Wt— exposed to rater. ply wosd rated Toot stwathag shalt be Itr .. ideA24/O r4/2`Saucturd lard -_. 3. Combated anbWorvderlaym.R shall be &P-46513' Sturdd-Floor r 3/1" aderlayment grade CC pugged Gntup I r D ext Exposure I at bathrooms and utility rooms. lrwide atvlor rated Stud -I -Floor at eA for balconies. .. . K_ Wall rssVvig z all�be 3/i• dsld4.ilcs other+,.: roped lace pkrJ. ; - IUBFLOORING INSTALLATION NOTES Plywood D/t• T.k C) stun by seared to ramngmembers with adhesive Goodrich eTbcvtgmnn 400' r eq"D and gd pemmon r 6d delorsed dw* salla spaced sot war 12 latches .k at edges and rmerme,a.te wgprta unless robed oterwIe. Wood firs shall be keel to riCnit n• it 41• and l/4• l. 96'. Aaaaive. to genian b APA Speclrac.ti.m AFG-0L 1ANGERS, FRAMING ANCHORS AND PASTEINtME Se St.nped and.tabricand steel 01 ere .type indicated ea tequind. Walt to be those funatad by n.nrLcturtr for this apeelfie sae- full. gulf be fully dNven In W holes h the endow. 54mpaat" or equal conforming m the I.Waemmts listed shall M provided All dangers and archrs Ball be galv.,azad r shop paktted.trfth ;tat hh1bane paha CONNECTONS: AU nails In strap crxaefe, shall be 16d nulls In all nail hole&. NAILS:. All wood training nternbers stall be weL'ro1led.n accordance with to �seetfons applicable.: All exposed tails shall be jailmiirtd. Mnlmamn nallig for tr.mkg sell be as called for w framing pkn and details. POWER DRIVEN STUDS FOR ANCHORING WOOD PLATESs For�ron-6trucMl anterior parthiors n lieu o1 arWer belts and washer;. PlaCe, at 32frcdes ass centers and not more than 9 kxtms from end of member'at a joint Or carter le' plates r ami-. Studs hull be. driven ,to .penetration of not leis sham lK..ir t— ncr ,torr than 1% ihdos ustrg a. power Act ated toot meeting requirements of Cal - OSHA. Shot pas shall be ICBO approved. STUD WALLS: 2 x I at 16 ind+es o.c. inksa oMxrr'se noted, Plumb to 1/3" in a'- 0-, straight 1/9in 16'-0•. All exterior studs stall be full length to ceilings. Ulnbraced studs war 11'-0• and lea than 20•-0" stall be 2 x 6. HEADERS AND BEAMS: A I% irctu minimum boring and size As rated on plans. All beams installed with morn up onkss otherwise noted. Cantikvered beams dull be installed with crown down. B. P O,de double 2 A 4 trimness 1.16-1 headers spamming over 6'-0•. G AU window st-WiW ry 6'-0• n kxgth call 6e double 2 : 1. D Double 2 a 4'; spiced together, may be used in lieu of 4 A L posts wbert, —t.a..d within walls, -I,— specifically noted otherwise on p,.,,, WALL BRACING- Diagonal brace W exteti r and interior Wd-bearing walls at comer. and not lest Vhuh every 23 Ines feet Ion plumb and Line only, atkas otherwise rated on plans; refer to framing piens toe sh-11 bracing. FIREBLOCX AND BLOCKING: M-imum oorr_ealed pace - 10'-0" and At ceiling -: cove., bosrd.esves and floor; As well as sofUn Bbd: at 2 feet o.0 behind all ! sidng. Block midaleignt all walk to reverie auuc o two stud paces from door cad 1 endow openings aha Wee and paces from carmen I DRAFT STOPS: Draft stops call be provided to ebse off every 1,000 square feet !;'Fuca n floors ilig assemblies and every 3,000 square feet of ues in attic ;pace& IATFSa Lap top Plates mnimum V-0•. Provide Simpson St- g Tx St -21 (16 Ca. 1 L 1• s d l 5/t') r equal at plates where lap. are not possible. nteritr plates tall bolted with approved power driven std pais shat into concrete As noted on dei f 1 sdedu:le ander As rated On foundation pi n RESERVATVE TREATED LUMBERS Install prerssre-treated lumber in —t -C ith concrete. ! ULLDING PAPER: Install l.AY( cF l,RAL7E no 'F'. Under trier aim and sidlig Apply n u to form a watertight membrane. Qverlsp each se below 2 inches minimum horLmntal )ointa and 6 kcles minimum at vertinl LASHING AT WALL PENETRATIONS: Instal! . sisa0calt (per Fedeni,iN 'lieation U -T90 paper u hash,+! ma weatherboard fashion Slip widow l Mrizontal ]ted sisalaatt and Aepre rtetal ridor and dor finrer, bah at aides and. bottom. Not.. Protide a bead of Butyl sealant (Per Faderal r.'.1"'AMINATED merle:of Itd ts at aides sbottom, also exterior' BEAMS, To be npectcd during fa abrication by .n approvid IT"tag labs toey. beam to be stamped with identifying number. B— Are t to tie erected until certification of inspection from testing laboratory has been Appro,e byte Building Departmenu Specify V Ade,. species And camber. Where exposed -to weather specify eztrioe grade glue. GIs-lamiatcd Deem AMU -meet i1.5.. Department of Commerce Standard PSM -73 and US Department of Agriculture:Fou Products Lab.:BuIktn 1069. ROOF TRUSSES; Manufacturer to agucer trusses in A,—dance with all applicable regulations and lords. All ealculatmm d shop drawings to be signed by a registered engkeam. lhanufacnry to apply shop drawings for Architect's of ardutectwai configuration. SECTION 6-B FINISH CARPENTRY. MILLWORK. M-artacnre .111work Asad cesnava per M-1 of .Millwork, tune of GUfaraia, cisco. grade ufYssnotd otter b - ` INSTALLATION: Insult W *.*it,& cksesntrk, anllwarkn boors, hardware, -11-w aim, cwntttsa utUity;ledAo.rd, ad tN+tr.An1.A QrpoOry. WHERE REASONABLE AND LOGICALLY APPLICABLE• UPGRADE CONSTRUCTION AND FINI5.H MATERIALS TO O ENVIRNMENTALLY FRIENDLY OR'GREEN' MATERIAL$ AS RECOMMENDED BY LE.E.D OR EOUAL POSSIBLE APPLICATIONS WITH REFERENCE TO THIS PROJECT: MATERIAL RECOVERY DURING DECONSTRUCTION AT (E) FLY -ASH CONTENT CONCRETE FSC CERTIFIED WOOD FOR FRAMING RECYCLED PLASTIC LUMBER STRUCTURAL INSULATED PANELS REFLECTIVE INSULATION AT ROOF AREAS ENGINEERED LUMBER AGBOARD INSULATION HIGH EFFICACY WINDOWS RECYCLED CONTENT TILE RECLAIMED HARDWOOD RECYCLED CONTENT COUNTERTOPS RECYCLED CONTENT CARPET NATURAL FIBER FLOORING LOW OR ZERO V.O.C. PAINT HIGH EFFICACY PLUMBING FIXTURES of 11 kdtes aloud conger& horizontal rekdoveig steel toll be carefully, j Installed in band bum; lintels, etc., as the work progresses. vertical mnfordmg � 1--.-� (�T� li b'i�S/7�'��,dct L�.O -Z�r 11�+� +"Z7`� Us�'= a{~ call be pkced.pra: to laying the wall and shall be held In piece by standard , I 1� I _ �I reinforcing supports,hwitmw bra tall be tied to vertical bars .s the work M A'iG-H I r I C -q I, Y-+ Gt>1`I S-iV�i,i Gi-1 ^ ('I TO )_ice I ---n el lc7 �m n' 7, _ progresses sed "U be embedded In VwL Placing of horizontal ranfrckg in jonts Or mortar will not be permitted MASONRY VENEER[ - hwide ane inch mortar between masary vaneer.rd "Aqua. Lath'— marutscbred by Tree island Steel 1CBO No. IL% and City of Lea Angeles fb. IIlt4 r equal REVISIONS BY �Qu f• NSE II W a � si- U O o Z cc: In W CrI 2) �2 Q len Q U W U0 W Z � Ce Q O ]C U eT LU to LU 0 U >=xis-rlrl� OFJ ST2UG?IDi� oar. 5.30.08 acatE� t�bl£D DPAWM a' .roe,pEl �'I/�R-l.l .MEET A-8 OF ;MEET. LIGHTING, ELECTRICAL & DATA NOTES: 1, ALL WORK MUST COMPLY WITH LOCAL CODES AND ORDINANCES AND CAL, STATE TITLE 24. 2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR ACHIEVING THE NECESSARY CLEARANCES FOR ALL SPECIFIED ITEMS ON THE DRAWINGS. 3. ALL ELECTRICAL, TELEPHONE AND SWITCHING LOCATION TO BE FIELD APPROVED BY DESIGNER PRIOR TO NSTALLATION. IF ADDITIONAL OUTLETS ARE REQUIRED, OR REPOSITIONED, CHANGES MUST BE APPROVED BY DESIGNER. CONTRACTOR SMALL BEAR THE RESPONSIBI UTY FOR ADJUSTING OUTLETS THAT DO NOT CONFORM TO THE CONTRACT DOCUMENTS TO MEET DESIGNERS APPROVAL. 4. FIELD VERIFY ALL DIMENSIONS AND REQUIREMENTS REGARDING THE ELECTRICAL AND LIGHTING PIAN IN RELATION TO THE OTHER DESIGN, CONSTRUCTION AND ENGINEERING PIANS BEFORE COMMENCING WORK IN ORDER TO ENSURE CONFORMANCE WITH DESIGN AND CONSTRUCTION DOCUMENTS. ALL INCONSISTENCIES OR OMISSIONS STALLS BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO PROCEEDING WITH ANY WORK. CHANGES OR MODIFICATIONS TO FIXTURE, LOCATION, ZONING AND FINISHES MUST RECEIVE PRIOR WRITTEN APPROVAL BY DESIGNER. 5. ALL LIGHT SWITCHES SHALL CONFORM TO CURRENT TITLE 24 REQUIREMENTS. 6. THE ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ALL CALCULATIONS, PERMITS, AND APPROVALS FOR ELECTRIC WORK. 7. THE MECHANICAL SUBCONTRACTOR SHALL PREPARE ALL HVAC DRAWINGS AND CALCULATIONS AND SUBMIT TO THE DESIGNER FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. 8, ALL LIGHT FIXTURES REQUIRING PAINTING MUST BE SEPARATED, PARTS PAINTED INDIVIDUALLY AND DRIED THOROUGHLY TO PREVENT STICKING. AND THEN REASSEMBLED. 9. ALL CEILING FIXTURES TO BE CERTIFIED U.L. APPROVED PRIOR TO INSTALLATION. 30. ALL FLUORESCENT FIXTURE LENSES ARE TO BE INSTALLED AFTER CARPET HAS BEEN INSTALLED AND VACUUMED. 11. WHERE SWITCHES ARE SHOWN ADJACENT TO EACH OTHER, THEY SHALL BE GANGED AND COVERED BY A SINGLE PLATE. 12. ALL SWITCHES, DIMMERS, AND OTHER WALL MOUNTED CONTROL DEVICES ARE TO BE MOUNTED AT 48" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 13. THERMOSTATS ARE TO BE LOCATED AT 48" ABOVE FINISHED FLOOR NEXT TO SWITCHES UNLESS OTHERWISE NOTED. 14. COLOR OF ALL SWITCH PLATES AND OUTLETS TO BE DETERMINED 15. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF ALL DISCREPANCIES BETWEEN THE REFLECTED CEILING PLAN AND ENGINEERING DRAWINCS. THE ENGINEERING DRAWINGS SHALL TAKE PRECEDENCE WITH RESPECT TO LAMP NUMBER, AND WATTAGE. THE INTERIOR DESIGN DRAWINGS SHALL GOVERN WITH RESPECT TO FIXTURE TYPE, LOCATION, ZONING, AND FINISHES. 16. PROVIDE AUDIBLE DEVICES ON THE FIRE WARNING SYSTEM LOCATED AND UNOBSTRUCTED TO CAUSE A MINIMUM LEVEL OF 10 DECIBELS ABOVE AMBIENT NOISE LEVEL, WHERE REQUIRED. 17. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. ENGINEERING AND SHOP DRAWINGS OF SWITCHING AND CIRCUITING, IF NECESSARY. TO BE PROVIDED BY CONTRACTOR AND TO BE IN ACCORDANCE WITH IBC 2007 CODES. 16. FIXTURE PIACEMENT CHANGES DUE TO EXISTING DR NEW STRUCTURE ARE TO BE APPROVED BY DESIGNER. 19. ALL LIGHTING FIXTURES TO BE PURCHASED BY ELECTRICAL CONTRACTOR, U.O.N. 20. ALL OUTLETS ARE TO BE MOUNTED VERTICALLY, UNLESS OTHERWISE NOTED. 21. SWITCH PLATES TO BE ALIGNED HORIZONTALLY AND VERTICALLY. 22. ALL UGHTING TO BE INSTALLED BY ELECTRICAL CONTRACTOR. 23. SUSPENSION HEIGHT OF PENDANTS TO BE APPROVED BY DESIGNER ON SITE. 24. ALL CIRCUITS TO BE ON A DIMMER SWITCH WITH THE EXCEPTION OF CLOSETS, UTILITY AREAS, AND GARAGE, 25. WALL SCONCE LOCATIONS TO BE APPROVED BY DESIGNER ON SITE. 26. FANS TO BE ON A SEPARATE SWITCH FROM LIGHTS. 27. QUANTITIES TO BE VERIFIED BY ELECTRICAL CONTRACTOR. 28. ELECTRICALCONTRACTOR TO VERIFY ALL CEILING CONDITIONS BEFORE ORDERING FIXTURES. 29. WHERE OUTLETS ARE SHOWN BACK TO BACK, INSTALL ON OPPOSITE SIDES OF STUDS AND INSULATE IN BETWEEN. 30. ELECTRICAL CONTRACTOR SHALL PROVIDE CORRECT AMPERAGE FOR ALL EQUIPMENT INDICATED ON PLAN AND UPDATE OR EXPAND EXISTING ELECTRICAL PANEL AS NECESSARY. 31. ALL WALL -MOUNTED ELECTRICAL AND TELEPHONE OUTLETS ARE TO BE MOUNTED VERTICALLY AND AT 15" ABOVE FINISH FLOOR (A, F.F.), UNLESS OTHERWISE NOTED. 32. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE CONDUIT RUNS, CARGO TING. AND WIRING AS REQUIRED TO PROVIDE COMPLETE ELECTRICAL INSTALLATION. AS -BUILT RECORDS OF CIRCUITING AND WIRING SHALL BE PREPARED AT THE COMPLETION OF THE PROJECT. 33. ELECTRICAL ENGINEERING CONTRACTOR SHALL PRO VIDE ALL NECESSARY ENGINEERING TO OBTAIN PERMIT AND FOR COMPLIANCE WITH CURRENT TITLE 24 REGULATIONS. 34. ALL TELEPHONE, ELECTRICAL, SWITCHING LOCATIONS, AND OTHER WALL -MOUNTED CONTROL DEVICES TO BE APPROVED BY THE DESIGNER PRIOR TO INSTALLATION, THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY FOR ADJUSTING OUTLETS THAT DO NOT CONFORM TO THE CONTRACT DOCUMENTS TO MEET THE DESIGNER'S APPROVAL. 35. ALL ELECTRICAL DEVICES (SWITCHES, OUTLETS, ETC.) SHALL BE THE SAME COLOR AS THE COVER PLATE, UNLESS OTHERWISE NOTED. 36. ALL WIRING FOR ELECTRICAL OUTLETS, CONTROL DEVICES, OR OTHER ELECTRICAL DEVICES TO BE CERTIFIED U.l. APPROVED AND TO BE INSTALLED IN CONDUIT, OR TO BE WIRING APPROVED BY THE BUILDING DEPARTMENT. 37. DUPLEX RECEPTACLES ADJACENT TO DATA OUTLETS TO HAVE NOT MORE THAN FOUR DUPLEXES PER CIRCUIT. 38. WHERE FLOOR OUTLETS ARE SHOWN NEXT TO EACH OTHER, THEY SHALL BE LOCATED AS CLOSELY TOGETHER AS IS PRACTICAL, UNLESS OTHERWISE NOTED. 39. SUBMIT MANUFACTURER'S LITERATURE FOR ALL SPECIFIED APPLIANCES, INCLUDING BUT NOT LIMITED TO ILLUSTRATIONS, INSTALLATION METHODS, AND SPECIFICATIONS. COORDINATE ALL WORK RELATED TO SPECIAL EQUIPMENT WITH THE MANUFACTURER. 40. POWER FOR SPECIAL LIGHTING ELEMENTS IN CARINETRY TO BE COORDINATED WITH DESIGNER, ELECTRICIAN, AND CABINET MAKER. 41. FLOOR OUTLETS TO BE VERIFIED ON SITE WITH DESIGNER. 42. PROVIDE CABLE FOR COMMUNICATION OUTLETS, AS DESIGNATED. ALL CABLE WIRING TO BE AN ACCORDANCE WITH LOCAL CODE AND ORDINANCES. 43. ALL FIXTURES TO BE TESTED FOR DEFECTS BEFORE INSTALLATION. 44. ALL ELECTRICAL INSTALLATIONS OF DECORATIVE FIXTURES TO BE VERIFIED WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. 45. IAMP FOCUSING BY INTERIOR DESIGNER AFTER FINAL INSTALLATION OF FURNISHINGS. LIGHTING, ELECTRICAL & DATA LEGEND _�J_) SINGLE SWITCH, 3 -WAY, 4 -WAV, DIMMER 3D M/A MANUAL ON/OFF DUPLEX OUTLET(GFI-GROUND FAULT INTERRUPTER) GFI J 220 OUTLET WATERPROOF OUTLET WP DECORATIVE SURFACE -MOUNTED FIXTURE DECORATIVE WALL -MOUNTED FIXTURE LOW -VOLTAGE PJC LIGHTS EXHAUST FAN WITH FLUORESCENT SMOKE DETECTOR AIR SUPPLY AIR RETURN FAN GAS LINE DATA LINE TV OR CABLE .4.-' .... ,4. A 1 PROPOSED LIGHTING/ ELECTRICAL PLAN @ REMODEL SCALE: 1411 = V-0" Revisions rz W O U of LzC O 0) N C Lu Q w U u 4� L _J rtY O C C ce Ol ` Q v y U CL 7 LL U r1 r-1 PROPOSED LIGHTING/ ELECTRICAL PLAN AT REMODEL AREA, ELECTRICAL NOTES & DATA LEGEND �smcr� As Noted PG/ NM DeCull OF E-1 PLUG STRIP TELEPHONE OUTLET FLUORESCENT TASK LIGHTING 5' RECESSED DOWNLIGHT- 5' OR 6' (FL-FLUORESCENT,W- WATER PROOF) RECESSED ADJUSTABLE ACCENT OR WALL WASHER- 5" OR 6' DECORATIVE PENDANTS ON CABLE (OR) DECORATIVE TRACK LIGHTING DECORATIVE SURFACE -MOUNTED FIXTURE DECORATIVE WALL -MOUNTED FIXTURE LOW -VOLTAGE PJC LIGHTS EXHAUST FAN WITH FLUORESCENT SMOKE DETECTOR AIR SUPPLY AIR RETURN FAN GAS LINE DATA LINE TV OR CABLE .4.-' .... ,4. A 1 PROPOSED LIGHTING/ ELECTRICAL PLAN @ REMODEL SCALE: 1411 = V-0" Revisions rz W O U of LzC O 0) N C Lu Q w U u 4� L _J rtY O C C ce Ol ` Q v y U CL 7 LL U r1 r-1 PROPOSED LIGHTING/ ELECTRICAL PLAN AT REMODEL AREA, ELECTRICAL NOTES & DATA LEGEND �smcr� As Noted PG/ NM DeCull OF E-1 A3Gb"� �RAMI•d f_ - URS.T=E_ rOSi tT?'TA TIOT4 --A V F; T.-ACtR FOUNDATION NOTES L SeN 6..ern'. e i i. 2. Vrfv all for and efl—f:.-w h u Icl_st Arrh t--�tur d Not chile 1 o,dSnQ dis r [` .. i„ctur >rings. 3. Pr typicola rein(orcemanir oar lop splic-, s o deta�I 9/34. 4. Far standard rel n'eroemani hooks ord bend=, sae detail 13JS4. 5. Drill epu*y anchors iNo c rcrein wi'h Sirneser, SET e systorr. (ICBG 'sa '_R-5279, c equrv_.ent aoprov 'y _Er. ,'nstall per m 1 n_tn;.❑cn=__ Spa1101 rnGills rtl ". ai t2 Y01.Y h�id� , UJp.lcat'.onS. -� u. AT b I 01:d 0re�"an- laterald,plo.smni,. Sea Lumbar and m„ar rare mg nctns n sheet 5--0. _ 7.Far aches and ^Lles 1, flmi,g me hers se etzl 4. �. tl,cate5 e'de n stud wolf to �e"give s^ea`h. 9 (Urless 2- rl d shecti g pac'�:"ied). See SFear 801'. S t r _,. _ shoal, III o MST Gry .l1E,1;:0 �i L'JMnS -luc L {anovs �01 "I Revisions: J W W Z J Q � J Li a J C J � Q ~ _ U 0!� rtt- Q H- a_ V) '._ �, tn. inlomiam� �o�mb.d 441, 1. iM alai. ".1tTol PM flnlgn ' J', _ G—p. TM .. w A T r.D•�dano� of air . d1 of Ms Mtormconlaim0 M It—It—dra.I.,inga b "- Drahblbd p 1 IIx 'Dliril appro I of W anign GI Project No. 08012 Date: 4/29/08 Drawn By: M.P. Scale: As Noted PARTIAL LOWER LEVEL STRUCTURAL PLAN SALE lit• = 1' S Lyr tS GE`8A O c, I ,� _ _A' A 3HtAF WA-L-�EDULE ANEL _.AD_ ( HE N' -'P, PANE' ST•^,'.4" ll 4.. 1. P,, N'L A ` s, iTP4 7... "'.T j'h f'AL!rt,u 4., ., -L. TO <IM _ _ A.H� E r , >R RIMOR B_AM. o _ _2 16a a _. : 4d.. 69 h a, � r r2 QsT sc. iD 3 dx s5/32 C Z'-2 ROY,- f6d _, 12'* - ? RO';1'. 15d 3r .., 9i �. x 'S B..T 3' 12 •A34..@..3 2 R C " S tof -.�... i. 12 _Ca 3 sty 'G 'KALI (4 '_ 4, Z /32 ."'k i 3* .a" 2' A34.. f3 0.5 3 BOTH. 2' 1 ` Sao ,IGE- U,- `NALL I[rn, t7. 2-1 /2. ST i` TO +2 "A34 ,'L"0 <' L..i"cJ� 3: c .1740 sw.2'�l .(illi SI E. ."Na -1; 2" 5' 'Ti -'D TO 4 +. _ MPSON SWMi� WALL `IVS'A,.L & ,ETAIL PER MF4 S SaECS) , ,.� RAISED FLOOR PANELS -::NOTED B7 RF' ;SEE MFR SPECS] ,OTES: t. ITIS ACCEPTAB;_E TO USE STRIC eR REQt.I9EMENTS THAN TyCSE SPECIFIED ON PiA:v" (i. n. SUBST. Uf.` TY�'F "'"' AR1YA_t CO4F.,NEfv1i OH --N "p 5'IS SPu.I Efil 2. US; OF OP.-EN'TED STRAND 9 AR:' (CSB) 4EO,.IRESi OUC-,: N� TABLE , JvE P", ON, A °ANEL 1HICKNCSS r OSB IS, AME AS TABU VALII 3. �A,FL CRADE CO _73'I C ,RADE PL v7OLD = HE T''-.ING CPA -)E OSB STRUC `ST2' C-J,AL I} CRADE PL'WOL STRL (SRJ TIJ. AL li CRA F r_n 3. PANEL NA LING THAT S 4" O= LESS ON CEN ER REOJ RE-, -. SPE L NSP�CTnv. FOUNDATION NOTES L SeN 6..ern'. e i i. 2. Vrfv all for and efl—f:.-w h u Icl_st Arrh t--�tur d Not chile 1 o,dSnQ dis r [` .. i„ctur >rings. 3. Pr typicola rein(orcemanir oar lop splic-, s o deta�I 9/34. 4. Far standard rel n'eroemani hooks ord bend=, sae detail 13JS4. 5. Drill epu*y anchors iNo c rcrein wi'h Sirneser, SET e systorr. (ICBG 'sa '_R-5279, c equrv_.ent aoprov 'y _Er. ,'nstall per m 1 n_tn;.❑cn=__ Spa1101 rnGills rtl ". ai t2 Y01.Y h�id� , UJp.lcat'.onS. -� u. AT b I 01:d 0re�"an- laterald,plo.smni,. Sea Lumbar and m„ar rare mg nctns n sheet 5--0. _ 7.Far aches and ^Lles 1, flmi,g me hers se etzl 4. �. tl,cate5 e'de n stud wolf to �e"give s^ea`h. 9 (Urless 2- rl d shecti g pac'�:"ied). See SFear 801'. S t r _,. _ shoal, III o MST Gry .l1E,1;:0 �i L'JMnS -luc L {anovs �01 "I Revisions: J W W Z J Q � J Li a J C J � Q ~ _ U 0!� rtt- Q H- a_ V) '._ �, tn. inlomiam� �o�mb.d 441, 1. iM alai. ".1tTol PM flnlgn ' J', _ G—p. TM .. w A T r.D•�dano� of air . d1 of Ms Mtormconlaim0 M It—It—dra.I.,inga b "- Drahblbd p 1 IIx 'Dliril appro I of W anign GI Project No. 08012 Date: 4/29/08 Drawn By: M.P. Scale: As Noted PARTIAL LOWER LEVEL STRUCTURAL PLAN SALE lit• = 1' S LFA F) D 3 t_ E +, I F jl„INDA.TION — . — R --4v -.n H AOEF OR RAFTER DENS. 'DE NALL N, _ AT NEAT r.1'_L L ill LE rAN r ^• aF rr2 rrP „r t___ - ; __.. - - `,N. WA- PANLL P41. - C^ANEl PANEL_ Act CR LTP4 S.LL '.'. - L - ED s to n JA,a_{Nr FFR6'. P _ _ ,.1.. OR RiM EARA ;CN SILL . t. E.N .,TCP F, EELCA' 4.c-� v � 1 1. 5, 15i ..2 ..;K 2" -;._ o' 2 ROYrS 16! ,8 r j 4n '1..5].2 ..UC 1 2 _ 2 SOWS tbd 16 7 44, r tS/- >, G QC71P 1 12 v ROWS 1,Sd ( sx 1., C j2c S E 3.5 f{�" C C1"7t .2 134- RO`t 3 S: 0 S0 F Wail I '^ 3'" -C - - 2 4S,r r BC < A34 =.n 2'Pz� L o 3 ,. .- S_.,_i OF WALL 2-1/2 rS'P TO 4, r 'S. t0Tz SID,:- _ iNA-I. 2-1/2";5" .`: D TO I SIM ON c P .�, w,}�'-_ \7-AI_L n DETAIL PEP ,1 S SP.t,7, AI D 0C, PAN EN(:+TED B`• Fr (SEE ,ArH SPECS) .-- --------__- -_. - _- N T":q E, 1 I S ACCEP A it 15 . ,` CER Fq R1MC 4 S {AN "0`: C(' C GN F '. 14HF ( e S 8ST L TYPE 4 SHEAR WAL COMPONENTS PIN TYPE 17 -,P Ir.) .,5f OP NTE R t' 4 'aR ., ,OS REOt,I EST O OV i'J aKE ..NvE27 i:NS_ A. AN L,CI. L (:. OSC, I AME A5 TABLE VA L. B. NEL AD CONRSiON ` *• R}PALE P s0D = SI-EA-1PINC RA . OSB TCC (ST 7C. i..AL i R Pt POWOCC. 5 F L sT f! a h P c e .,%s .�� - , 3. PANEL ]AILING TH,t IS a" Un LEVO ON CENTER REOJIk�S 3PEL,L j PLAN NOTES S1, - ht 2 II 1. r d el cf o. w tt. nlch i - dla.ilgN.fif,A h -'.c anal E o c_. Pf a. d's es 0 t —I ys .•.N v' ]x i 4 U. N d - II Ime Halls sh {I be 7.4 '3' e - a E U48 (f>, llu:f au pupas= .-y s o plan hang b— h d. b t I t x i of ;ber s�1,po^ -fea t er s c -In.. t+p f h -der , 4.8 .: Part o q .. f f,,as In + In -ted }h n FI -ns he -de s ann n 4'-0" cr g—ter —h b p to y 2-2x frim s'uds each end 8 A, 1 ,/N s t p c 'de p s.. e• c,n ct ans to r. d e 5 —hr and r,,g o of 3 'c Pt h and hcl , t g b se. C a. 8/54. iL. Sh k fl l h .7-1 Exc a s C 7 t e r pep d' I- to �- jb s rd f- end splc Jse adh e -I b.dring pons ant 'tints nd .t h witi, 10a 3 R - . (E.N.), C o.cfi.li - i i,'n d'c t 1,de 1,df WP I! to c heath'ng (.n asa - +hs dP sn.nng Sp ti.'cZLOp �tfcP i1++�I A s�. �. F e d LL CL 71 -r \ B e_sc�e.3/a co ` PARTIAL UPPER LEVEL STRUCTURAL PLAN SCALE 1/4" _ J W W z J Q 0:f J W d d J W Q J � Q ~ U ♦— ZD Q � TN hf...K. c.O.I d hxmM 6 W ..clavus M -P., of wl 11+19^ ,phw 7M uw a wpraduW. of airy w Idi al tM Inlormalbn coMalmd F Mea Id,ut.6ge 6 pk" op M .iMoul u Doanpmal off PYI Gm W. Project No. 08012 Date: 4/29/08 Drawn By: M.P. Scale: As Noted j_F(,r NO '.. '101T . — -3 4W On H-AILFr; OR RAFTER' ',iEN ,IiiE NAL, Ti,' kE "E S" A h,NL=..' H --A �. _LHE_ LiLE v ; r C :r PJi,EL PI'IR T ., . 4� ,LL - 0 l(A1 ,.P� _0E r rO f., _ s RIMTO rlEAIA S,L, L 1x 3r �.. 3, 15/"' f OX. �., - Z _. R 11611 3, - 15/32' CDX 6" 2 ROP, 3 e 6d .., _ I� o .• . C � I O ., 1111 - — -- -- --- ----- 3 _ 15/32 S -WC 1 2 2' ows tbd it x ., �7 ,. -- ------------- t/ C a 20-H d 12'; .. - �" 2�WS IFa a �6 K0 . aa. ' r I- ., A 3 CWS ,,�f ' ' n S OF WALL}. TO 4 3 15;'32" CCIX 80-H 2 A34 d- L a 3 5 -J�> OF WALL V 2 1r2 5' SGD TO Sze .30TH SI _c OF WA .. - 2-1/2' 5 STG o TO 4 .l. i STP„ JC WALL SINS-A'_L & DETAIL PER, MR'S SPE(, S) �AI 1 t PANELS Di N? C) Df -R? ' (SEE MFR SPECS', t t- =: I 1- IS C C PTAf E a )4 1 R 012 MFJS { a�S t(, FI_D N P A'. t =. S PSi U E TYPE d SHEAR 4AL COMPONENTS KH N TYPE P S P r) S. DRIE NT.pAN' S AR S3' R OI:IR_S H 0'�Ow N„ 4_1E ..,,N EZ _� �+. E` N L.kIq C': OSP IS SAM,' A., TADLE VAL1_•E. B. PAN 6 a,.- CON VERSION C x I,, P WOOD = HrA:HIvT: RA.. (':3 RAD P0WOCD 3. PANE. 14AUNG THA. IS a" OR LESS ON .,_LATER REQ-IR_S SPEC, 00 { RAMINGh01_L S sC J-2 II f o di. --i— a s el+hthe .west A ch t g P t fy A mi d E g' er of any iT, . I St i,. I gs L N .1, 0 6' ' 4 U_N O ,tar IIs al.11 6 2 1 o a 1,13 _ _H 4 (for I .at e nu se y see plcn 1 \!, ,d ep ..:f _ toll -cuts) hangb pas - hooch, beam mh,- z es m ret e. 'l- x ad by d. g f t d t b- 5 ' E p i aid t_ o .ections to lutar 5 n �a a L2 d T ^she- r rnm ng n Ve o h of S L 7. )o: es and o fru,mg a s sae di -,ii 15/54. !Yr tyI p plwiI pI cetcI6/S4 d { afd I � th a- ss > s d h tt E f s ) S h ;I S du a this he ype LLL he all. „ e 11s—i ied ache w . all pony at, rramiog ona shear wile I c quon emeris of p -11 belaw. m 12. the_„ cox .it, n n. 24/0, 1/2" E' posure ' sheathing. Orient a gran F"p '�!' uT"dF'fb FdPeYsyt/39535 t±x1'B 5ta++eye ply.. At:och 1, (ors/t ho-drrV 11 Ada fig) d _mac%(A��) t 2ct A // �. a>,'3 Vii• e:: !!�)'`� 2\ B 6 Kr y 'tel n.' S4 E2.)A'NG 2. a P Y \O. i 12 4 F"44J PARTIAL ROUP LEVE! STRUCTURAL PLAN SALE 1;4 = ,' Revisions: J W � Z W Q J J L� 0- (D - U J O Q J F- Q ~ U F— � Q F- Cl- N 1M 1, fpr tW co fdm 1-i. b ft -W. properlt M WI Oeaign 6raup. Ih. uu a n IM hfon of am ttd W Ha aemaMon eenMiwd h fhe.e Ayringa u HhoN N. w�k�N aprowl of Ni D.sir "P. Project No. 08012 Date: 4/29/08 Drawn By: M.P. Scale: As Noted S-3 1 LA 11 L T i(L, I U It M:P, I T I j T AL-F 4 r rz j _q r s A 21 i-YP, TOP T F 1, F AST P,%,"; III! 117. A� f. 16 DNC'- FS OF 1 .T�N 7j, -,F,,, C I i L D ui L A_ S r PA S� LA I H I l.3 L N. ll I N I m E z �Tj, e' �,NEL RA N E L A On 0 FRI)v PL, T3 T -a z! IL A AAN,L ST,, (I T;2 -,�w* 14 tRAVI,_� PAFt, I S A 'o At, IT 3 P�14F, 1 -c, 3, FTF� 7i', n IVA! 3 ENO TU 2 Le i, N,'E 7L 16d KiIEC, 20 to r ,x2 A, C, i .3- C) 32 c Ox 2 12 6 PC I 12 6 2 PONS 1 61 1, 10`' 70 A. 3,.6.' q2JJ 1 /32 COX BOTH 3, 1 6 ROW, 1 61 TED, E�WN �TPA.1, 1,L PLAI i - - �S 5; 2 " C,)x BOTH I 'A34 J 3 2 RDWS Ed 1'L, 2, f 2, S!LL D E 5 1, WA -1. L"' I At 3 TC 1.x COX B'JTH 2" 12" A C, I P, R 13',S 'F-; R I S Es OF L 2- 1S T D AALTiT A 5 L;'[) RCC� N31 12- A 2 1/2%k6' 3, r.90--4 SITE OF WAL!" TO 4z S' I 4N _IP- �)N STIONC-4ALL 'IN-t%L: L A: DE'Ai_ PF� M.I`R'S -,Pi'C�i; L__1 P A C A IF OR NI I A! FRAIL NG D�1411[,,' A, ��E, FIER dF _3,R oT NOTEE. STRICT--- R7Q1jlPEM-_NTS SPECF�ELI CN PLIN :CCE To, USE V) 4 SH'Alt WALL ,RMPONENTS WHEN TYPE ' 6" 1-,, S J JU - On:,_', _.IEE RAND BOARD (ust? j P�UU,RS 'H L FQ,_LOIA` it� '18-E � D I I CON, A "E - 7 1 , ',NECS 0- SOP' IS SAME A� TABLP ALJE. P AL GRADE 4 L CONVERSION- E, A YWOOr, - S,A-HIING, G,ADE C il-�, 1 PF') AIR RA-L 19 STRUC 1 1) GRADE P_Y'�Y000 - SrPLf: I (S-RCCT�1RA;_ 1) G_�u 5� PAN,--L AIAILNS HAT l� OR LLSS ON CLNf R REVD IRES s,",,:AL ELL--h'. '�,;;'AN A i:L Ry MAX. 1 11,140 MAX, DRIF LFE' i.--3" MAX IN MTIHIAL, 1111213", 4ktE—AiNS Pt N Acl, ,q 41 WA-L, FAII-L h4mE O'lliIPS WA FRAM \i lit SL P s "'AT: IN3 1Fi 11,-ATLAING. —1 L_1_3 FSc" -s- & CAJ, I F_,', E C, G ARCH 01 10, 7; (10 A HET Ni �DE C, PCS' T� POST, Irl, PLAN A31 QF5 L.A d-OEPFl OF ELAM, PURILIN, RAFTE R ON J&ST AN SC.4 d-VISIGr �r!'D EASE. D AN5 L=C, EAR SPAN OF DEAM, PLIRLIN, RAFTER OR ul 1',, 0, ON FLANS 6 �1,' o4 �,�,Cc, cl� jGIST� BETWEEN SUPPOR 1&6 FIL.Rl•• 3, P (N Cr..PL IC, UAL' 0 T L's: qO' SEE "AN CAI j LLAV, Ss,- -LAN 1. BOAS OR NuTCHS NOF PILFLPIITI[Li Lii R. d-4" OF, _ESS 2, NOTCH! NG OCUT OF TRUSS JOTS:'-Go C NOT PERY11TIED. SEE PAN-jr, SPECS FOR C,Nu LLJ —D'L LIFIDT" LIMITS OF NOTCHES AND HOLES 3' ^LF. FINF, L - SFE -As SEE PLAN N FRAMING MEMBERS --- --- ------- - REINFORIM-El, GAR _4P PL _'E Id PjR tL �Z[ a PE:,�, A -�TANDAFD 8[�D D AMI _E1 :1 14,ORMAL NLICHI -R,T_ Ad, 2-1%2 Nill SO, (CLASS "B' S-JCE) PA. s ��-AM D 0 C - TEL HAP 51" AT DN 7 9- 1 -0 -i i #3 2-114" ' Id LAPS ICI IN NCHFS 03 FWA, 6" 'ITCN D 3 U 6' 3 i?('(' . 60 _15 35 4 �_, 6 3 A- 2 1 �4 132, 162 #4 ter,. 30o0 60 i 63 80 1 2 1 n OTHER ; __12 217 35, 18 5,. 2-1/2"VIW #5 -0" I lid 4uC C 6 0 : 2 4 30 40 54 -1 A�j 1 4 1 4r; (f`r S,703 — --- --- OTHER 4300 60 1 E 2-1 3 1 41 'r8 10 1 So- 4-1 /2" G: 60 1 22 )7 3 48 64 P C 2 CORRIDINAT, D 2__ 7r! CT 79 9-1 Z7 49 6 A.92, 2� --T IR /4" n 0- COOL Go j 25 44 58 91 & #7 1 2c 3 4 - 15, IDN' 'Rov -E 54" `lLTI ;I S" _j 60 16 9 2-� 34 45 57 2 88 le, Hoox, t AN OTHER 1 6000 16`4 CIIJCF�7( P: ..HCq #8 7 4 _'Lj 0 6, Q 13 2 3.4 1 P4 6,1 8 6 1 Of, j4r S NOI NOT it" 1 SEE 3P P " _' . I . -,I 1P #3 crrt uc NRTER 'c 22 0 CONC 76 F T_ SHEAR SCQD F01, SPACING 9 - 112' _7000 60 1 16 ILT 25_ 3- 42 53 6' DpQ_; ,IE, L pruj,! NP. 05.12 ?d- — 1 6" — EFG�HS APP WINIWJMF, NOT-S. "Ip, , EE Oman ox rt QIJCEI,� 'iROKS �LL 5' 0- 3,/A CAR LNGTHS SOVVN IN I�F _�EC�IL CATA�(,R�' LAr T'i- :S!7F -0 TO E R Al,LRE DETAILEL� �h L'1111S. FTE14S Kfit I SPLCES� THE MINIMUM CO%�.RlZiE VES 1,�US BE GF�l THAM & RF Nr.j R`. PM 2� BAN S.RRUP ANN IF # I 1 12 db AND THE CENTER TO CENTER SPACING MOST BE CREATER t At 10, -DN,' "RADCN. S A _1db WHERE db- IS TI Ht NOM NAL FIAR D 1, M t I-R. =u c',41RIT, GRADE BEAN #14 1 E-1; 4' 2� TOP EARS ARE HORIZONTAL BARS WiTH M-RE THAN 12' OF CONCRET E BELOW THE BAR, G R 2d FOR A. #4 & 1 24" 3. TPEEISMA LER LA p SPL .,E LINCTH MAY B, USED WHIN TWO RAP, OF f_FERENT Si S . ��R r AFI, BE t-APPED E A. 0 ------------ _j LAP �?'LICE LEN'�TH SHAD BE INCREASED EY 30% FOF a5 i�ONCRFTF, 17 STANDARD REINF. HOOKS AND BENDS 13 9 TYPICAL PIER & GRADE BEAM INTERSECT ION 5 Landscape Notes (As per Mike Garcia; Tree and Landscape service) Grading: All weeds, grass and undergrowth were removed to reduce fire threat. Resulting exposed ground was worked for contour and drainage. Soil Retention: Concrete block walls are used around property and driveway as needed for retention. Wooden retaining walls are in place, where needed, in bed areas. A low growing variety of Rosemary is used to control topsoil erosion. Irrigation: A complete automatic watering system is in place, utilizing conventional spray heads and impact spray heads (in larger areas) Trees: Most of the natural existing trees are Live Oaks (approximately 24). Others are non-indigonous. Monterey Pines (approximately 12), Incense Cedars (approximately 30), Olives (approximately 12), California Peppers (Approximately 4), and Camphor (1). Shrubbery: Primarily used in planter areas around house, drive and patios. They include; Podocarpus Gracilior and Macrophylla (approximately 11). Others are Raphiolepis, Gardenia, Azalea, Escailonia, Lantana, Euryops, Mexican Sage and Bougainvillea. Lawn: Separately irrigated area of lawn located in drive area. Ground Cover: Afore mentioned Rosemary is used on bak hillside, out to approximately 40 feet. From structure. Driveway and street hillsides, 25 - 30 feet. Existing tree maintenance: Oaks have been trimmed as needed for structure, road clearance, etc. Pines have been trimmed and treated annually for beetle. Cedars have been trimmed for wind resistance and view. Extensive staking and anchori� wind conditions. I -- n tAt`tt .. From: Jrifer Jodoin To: Patrice Greene Date: 4/142008 2.19.44 PM Subject: Fwd Landscaping for 11640 Reguart Canyon Drive <Co Colin Jung aDdscaJng for 11640 Re wrote: Subject: Landscaping for 11640 Reynart Canyon Drive Date: Mon, 14 Apr 2009 14:34:34 -0700 Fmm: "Colin Juni' <ColidQcupertim.or9> To: <jlhn2l@yahoo.-1 Jennifer: i have reviewed what was plmnod and have detmniwd that it satisfactorily complies with the previously approved laidsrape plan. Please note that the and deadline for hillside exception applications is Wednesday, April 300L Colin hing Senior Planner City of Cupertino -1"}{tZouE4Hn1T A�R£/k i oto �+�E�aPnor - I o e PYR �b i e , Rv�r-Ir4<g- i 1 \ I � / 014 �. e D He-sc- )k, 1�L41�4— 1 12- idVE- 1 ° cj dytx68 -- ,I �a • 0 N V\ RMSIONs By I a Hao �7 1�� lin N � �jclSYlh�f'� i�KYFI i-fY'ICFGLI� NtTn a� DATE 2 C SCALE 1 , _? DHAwn,�� E SHEET L _ 01 1 -is YLA F caM sTicAtn olssff 5-1',rt.€o ';: .......: .. _ a< w//l1L WILL S�ulwN wNt r �s c (Q ay— m sr (4) AP,txl uee 1. STRONG—WALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG—TIE COMPANY, INC. NOME OFFICE. 4120 DUBLIN BLVD., 5400, DUBLIN, CA 94568 TEL: (800) 999-5099,(925) 875-0826 "SIMPSON STRONG—TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY, 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THESE DRAWINGS AND THE STRONG—WALL INSTALLATION GUIDE. T—SWGUIDE. MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CML. OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER TO IGC B.O. PFC-5485 FOR FURTHER INFORMATION. 3. THE CONTWICTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG—WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BESROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CL)RIFlCATION PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL VERILY THE POSITION OF THE STRONG—WALL IN REIATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING OFFICIAL. 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL. STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDINGS LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILLTY OF THE DESIGNER. 8. SIMPSON STRONG—TIE COMPANY, INC. RESERVES THE RIGHT TO CHANCE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES, 9. ALL HARDWARE CALLED OUT IS SIMPBON STRONG—TIE. NAME S H. DATE r'/31_'0' SCA E N" S CHECKED SHEET OF SHEETS JOB N0. _:... 0 V4' JI /2 a sos 1/4.6 13 sos 1/a.e es 1 3/ / 0 - / W-- / 3 / / / 6 4— 1/4 3 /2 2 sos 1/4.6 s ms /4.6 '.. '.. u.u- s 1/4" 3 1/x 1 I. 1/4.6'. — 1/4.6 ', 1m - s 1/1 3 1/2� 2— 1/4. I -sem 1/4.6 IM _. E' _ ... .- ,... 10-rs 1/4' 3 1/2' 12— 1/4.6 : 1/4.6 11 T 1/� 3 1/z 1 sos 1/4.e''. _� 1/4.6 z 0 134 - -_ _ sr4e.lo-rs111 112 1/4• 3 1/2 24 -AX 1/4. 28— 1/1.6 17, F - .IF — 1. STRONG—WALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG—TIE COMPANY, INC. NOME OFFICE. 4120 DUBLIN BLVD., 5400, DUBLIN, CA 94568 TEL: (800) 999-5099,(925) 875-0826 "SIMPSON STRONG—TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY, 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THESE DRAWINGS AND THE STRONG—WALL INSTALLATION GUIDE. T—SWGUIDE. MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CML. OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER TO IGC B.O. PFC-5485 FOR FURTHER INFORMATION. 3. THE CONTWICTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG—WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BESROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CL)RIFlCATION PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL VERILY THE POSITION OF THE STRONG—WALL IN REIATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING OFFICIAL. 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL. STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDINGS LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILLTY OF THE DESIGNER. 8. SIMPSON STRONG—TIE COMPANY, INC. RESERVES THE RIGHT TO CHANCE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES, 9. ALL HARDWARE CALLED OUT IS SIMPBON STRONG—TIE. NAME S H. DATE r'/31_'0' SCA E N" S CHECKED SHEET OF SHEETS JOB N0. -rn-ate_ lei Certificate Of Compliance : Residential J�J��E6 l+" (Part3 of 3) CF -1R De Carli Residence 4!112008 vm)e„-t lido Ga HVAC SYS EMS #lfypdPa. Heating Minimum Cooling Location Type ER Type M n mum Cond1 Gn Thermostat Ef Status Tvpe HVAC Svetan Cerdrd FvnSc< 701AIU& Nn &2i 130SEER E%mna SMBCk Total p-olof T."%of HVAC DISTRIBUTION tc.Eno Duct Location Heafing Cooling Location D ct CGndli.n Ducts R -Value ototus Tested? SSrYrfYi:SS YrYr i Kelatlel I]+LLL•e ptt� �.0- �les!!iww•a Yn Hydropic Piping ppe Pipe Insvl Rat, Right, System Name Lennth Dameler Thick West Faang WATER HEATING SYSTEMS Rated Tank Water Healer Energy Tank Insu', #in Inpput Cap. System Nems Type Distribution Sysl. (Btu, (gag Condition Factor Slandb R -Value Status nr RE Lass ( ) Eid Multi -Family Central Water Heating Details Inion Hot Water PUme HotWater Find, Lenoth (R' Add 112' Control If HP Tvoe In Plenum Outside Bu ed Insulation REMARKS11I Ralsed Floor Area: Slab on Grade Area: an Fenestration: I COMPLUINCE.STATEMENT " Number of Dwelling dinp luNl«any spmlRctllon madee to cmmply nim fitly 29, v,Rc, ane0 of ma Cafrtomia Cad.m P.,ylrtlev�andm mem nMtnfive npub,em to imDlemenl tneMb «Miens nu man npnee eYeha inelvieml T ov«an east em9nnes mrt mmpli,n«ainp euadesign.dud 211v+ Amnonof nni pennt,..deand ,na bviltlln'A envel9De f.all,g reAoll. innxler t+nin9 anti «dinvlion ,ntl lieb wrif«Non DV an app,med I-Aurslbulry. TXvz, ina,Inen Imrallanon ouabN. HSPS rrtai o+wen«or D.ww (p., aennaed.pmma�pn epd.) oppameaanen ,caner TMOFNoma: Home: Nrv1ble9L EMnbrdl Dm: f¢bnlr -11- a r I # Frtennr Sha�ia� -- Adder: 2MJd Vnaa A -I, SuleA Ade- 21NHar NU.1.JtO [{pMi CA, Rs r24 T D^y�09-9d6-11 q�td °e: I pe a x178 066-1620 kid t Ad, • 1 " mz wrrgk Acn2+m -1-1 aapdzdm,. -1 With manxPo msiG or Iti C ❑ ❑ (d a�i z -- � (data) pl9natun) (aat.l nwrr A9enpy mnDe_>dw9�-sa _Wax s.ds �-oa�aa� )nk+t_ww9�--2r.btm sts �a�z� F3,ar-1p4t0Y-�]A 11Ili1 �141'-0D--0.W )deL-Yaii nim �I3Ji11tL_�l'Il-�` ]Ne�Yl6xttl__seE wa` woos- �a atm su moa-on_-� Rwf-i56atl--__328_ X1132 �.3a _R.L1L-te0.-� p� .dlMa«fi / cn t 3_ fllJs'� (wpnnvn3 (ens) - mmr Il �l6 ! 1 '. � I � y a'J y - De Caili eaidE AREA e.«uua tore ,u, ue A uuuu wuau..+.w,... D =...•.,....,. C ...,........... ......_.-.... D _.._... P.i F G #lfypdPa. FENESTRATION SURFACES low # TYPa True . Area U- Factor SHGC-' Azm. Tilt CcStant.dGlazing Type Total p-olof T."%of (Fron4 Lefi, tc.Eno Finatntion, Tow Fmesrr - fa 1 cI F'ra Wal Facing Penzslr ut'd Rat, Right, i Naa)G F art West Faang ti, S, Eor lions i Danes„ c r. w.,ha„. Ee- Fut-110", Inehading Wes S li ht Inion Arca A' Arta fl ) (}A 3'I (CIE). 100% (DIM. IIXMo a F ' Ralsed Floor Area: Slab on Grade Area: an Fenestration: Average Calling Height: 93 ft egvn MpaeMaa rrcm mrnaq. haW.r9mw asm xnuAM m•aaeu+ n❑ ® ❑ �a ea r_m �wbl�analM1awm.ttr as arov.wDwnedrna�eyr, uw's essay Number of Dwelling Units 0.05 res Nn pious mer consm c : >sa eeprn..r r e mals ❑ ® ❑ th _ Fin Rlghl Fin I # Frtennr Sha�ia� CHfC Wd. Lan HA,. kid t Ad, • 1 " mz wrrgk Acn2+m -1-1 aapdzdm,. -1 With manxPo msiG or Iti C ❑ ❑ Units Zane Type Eon r .uMn. rad, irutrvst r nn+rue Mary ane m e,ln. mnDe_>dw9�-sa _Wax s.ds �-oa�aa� )nk+t_ww9�--2r.btm sts �a�z� F3,ar-1p4t0Y-�]A 11Ili1 �141'-0D--0.W )deL-Yaii nim �I3Ji11tL_�l'Il-�` ]Ne�Yl6xttl__seE wa` woos- �a atm su moa-on_-� Rwf-i56atl--__328_ X1132 �.3a _R.L1L-te0.-� na ns m] -A] IIMJ - ^^ •° ^L.A" 3_ fllJs'� I - Wal 1 1, rm D., t1d &Ianil, cwnz. 6 morn n.7R- [b a°tlmM b War aspa«seugmMee lora •z MZFapx. ❑ 17 ❑ Rurc Totals 3fne1r29m1 (SHGC?. and oma me«rermaum m.e Lel rn<aerwd usasw ca3rPo sotr H.r Dan ❑ ❑ ❑ 9 Buz Scrap p]6 ]. Eairiareaen,neo+am.a.eaM�wriv.a:aui.:eaaMprufraiwue+a.eora..aPo ❑ D ❑ 12 ew S.- == BW Strati t) u ren rang arm um+m'arca-r 1. m,nw+>arra c•. wa,",+.... 2) if burl t'e'rm efkravatbn sands 20Y. Inchding Wan fxvg mribild. then pMamsk,, a{prota must Ix oast Wcy emR am includes ityllgh, ellt to Iha weal mined at mB, dirz wben me Pitrh it ka W®1:12 fes p«k.geUonly. FENESTRATION PRODUCTS -NEW CONSTRUCTION- AUDITIONS ✓ ❑Leas In. 100 Rs, ❑ Less than or Equal to 1000 aa, ❑ Greater 1 o00 ft A B C ❑ E F G H a?ypdPa. Pmpaxd Fe.cnmion Twl Amo lata Xef Addierl'e Aro R.aoe+edb Addd T«d Xof W'rib Facing FweMn- (erwrs [aR ddiil Ror. Riehl. � Orkvls Addilxm's i Fmemelioa eWe wry for Feeemtime Fevatntiw:• •Im 11 AdaOru <1110 s(welbwedbimleO upb SORToff traim sit eae emmplrmmlfr SXua favuagomro,L wG: Lib s,,.lue Erma, dlell mel Oe LLfxa« aM SHGC mgdinn,Mu of Perkgc 0. Sa Table B-2 u Ox Raidmdd Manuel. Nolo: laav<mlurBev & F', G, x, mxl`li,nk. 2)A& 1,000 ft', Ore muimvm nr dbwM fencnrwim 621wh end meYbe Invasrd addiumalW Ia by Ow atlwmrt ofgldag rmo`d v the wall aw«praw OL addiaiw Rom da emtin6l.vase Ffo+ew, Ur bel West kciug 12 Co um G s"t acct SXor#u Cnl a addilBM'I CPA echtlirlg ehyligMs odvnalt d any dirdm aM OOW w+th apAah of<1:12. CoAarw G lar, rot aeeed 5"t" Colunm H can rot «macd 2PA. 3) AddlUru>I.OW R=, mon matt Pe3ep. D rcquiremvin. Sa T.hk 42 eb Tebk 15IL m Appttdia a oFmc 0.N or uu iMorvnau Appreacn. 4) The 5%`aea vianabn ralritlirls «e. ov1Y fpr Clmne moa 2, A cad' -15; fr Climax Z,Iees ], 4 eM 7 -IS rnla un (Ol h mann E FENEST RATIONPRODUC. E'S: ALTERATIONS Uae tine able for ell<nuons to an exiNn buildin whee faahetions roducla widower ve bel, -- ,d and/or +dried. A B C D E F G H PropPudTotal NrA T_' %of EAstisag E+vdng Remowd Propvrk,d fn nallal PerxmaO,m Fcmm�alm'z CFA EMimn Ara R -a Ara Irevallt New Area (112) (HAI. IGOX Onalydind ft' OdushUm 112 OrtaBmian A2 C-E4G Mnof2W. 6x99.1 Nonh 92.5 North 24.8 Nunh 5G.a -it, 4.T6 South 3.5 Smah SWth Io.5 134 2.oR Eon 63.2 Fast___ Pas 403.1 W� 214.T W'al Wal p9.9 296.fi 4.Si j Total 973.a Tow 2.a total xO2.2 1142.2 7.5R % All, 56 or mrd o(fmcaretiun arc+u addedmnecsunghWd'vg, tAm Ne koanarim m,nt utat Ow requimuvtso[hdageD 2) Tile wa aequvrnrenl fp the Wlnl kmm�lrom +rn frdx vAok buildin& ir¢ludirrg Ure Wded knerrmiosr, mull rest out XI•A. I]drewl; rile Prfuwmu Appmad, mon be Ist- See Secdm 2.3 .3 in the RM fes luta daailz- R+ndemfal Condfanca Fume __- December 2005 Certificate Of Compliance: Residential (Part 2 of 3) CF -IR De Carll Residence _ 4I1f2008 Rrolem nue ode ]we eu an9 error x -- FENESTRATION SURFACES Space Conditioning, Water Heating and Plumbing System Measures: (corrtnued) # TYPa True . Area U- Factor SHGC-' Azm. Tilt CcStant.dGlazing Type Comm Comments I. i -;•:.s• � ,•.• •_` �n �aeo uFstn33 �F� -sea �.nw-v.e.. e....... tc.Eno L Keri w I.,! lNAI, _U NFPf _Q)J nFP! +15 �,hyy+ Kdl& A Nr,D,e l n.vt 1 cI F'ra i Ntyiaw Frore ! )�Il _fn191�20l MERr. _Ilii SEBC -25. 31Nm5-J(dl-P x Kr,Pw v�.� t, Fr. i Naa)G F art Sl _ 45 Q?jU t�� f� _ jA Dle»_Nr�1rY ,. B Koxn LavvF 1 r F'ne i Danes„ c r. w.,ha„. Ee- rc, �n LIFeL sv _tea _yil-irn•_-wv. <K°.e 1 n.ws ret a» P,.. z ue.e w Frr. ret �nE sour tiFat�2 rr<8c _2&L slaw.. ). �� can m.B mBa»r am+:..e ❑ Q ❑ 9 VrY,rbw Fr«t (Sl �Q U.W NERC LF., -LI �N� Htlba8 Hobe Lo••E ts+F or 5- Ralsed Floor Area: Slab on Grade Area: 5. OnrhY venmha syn.m„ennA c.rarleKd srw moa Nnwauoma:ie or nosily x<asanM. manuyy opvnlnao ❑ ❑ amgrz. Fenestration: Average Calling Height: 93 ft egvn MpaeMaa rrcm mrnaq. haW.r9mw asm xnuAM m•aaeu+ n❑ ® ❑ �a ea r_m �wbl�analM1awm.ttr as arov.wDwnedrna�eyr, uw's essay Number of Dwelling Units 0.05 res Nn pious mer consm c : >sa eeprn..r r e mals ❑ ® ❑ I I h,acwwom.bnrr,we NFR---hd ..scams NFRCw I,oB INTERIOR AND EXTERIOR SHADING WIddm Ovprhano I AR Fin Rlghl Fin I # Frtennr Sha�ia� CHfC Wd. Lan HA,. kid t Ad, • 1 " mz wrrgk Acn2+m -1-1 aapdzdm,. -1 With manxPo msiG or Iti C ❑ ❑ Units Zane Type Type Hot Area r .uMn. rad, irutrvst r nn+rue Mary ane m e,ln. mnDe_>dw9�-sa _Wax s.ds �-oa�aa� )nk+t_ww9�--2r.btm sts �a�z� F3,ar-1p4t0Y-�]A 11Ili1 �141'-0D--0.W )deL-Yaii nim �I3Ji11tL_�l'Il-�` ]Ne�Yl6xttl__seE wa` woos- �a atm su moa-on_-� Rwf-i56atl--__328_ X1132 �.3a _R.L1L-te0.-� na ns m] -A] IIMJ - ^^ •° ^L.A" 3_ fllJs'� n76 - �-- 1 1, rm D., t1d &Ianil, cwnz. 6 morn n.7R- [b a°tlmM b War aspa«seugmMee lora •z MZFapx. ❑ 17 ❑ Rurc 3fne1r29m1 (SHGC?. and oma me«rermaum m.e Lel rn<aerwd usasw ca3rPo sotr H.r Dan ❑ ❑ ❑ 9 Buz Scrap p]6 ]. Eairiareaen,neo+am.a.eaM�wriv.a:aui.:eaaMprufraiwue+a.eora..aPo ❑ D ❑ 12 ew S.- == BW Strati 0.76 )6 -_ - THERMAL MASS FOR HIGH MASS DESIGN I asi,: Hwc ra.:pm.tl. an.r n.n.n. a,«•.b.+a, xa •.voef• spies brma ngy uma,a,:°n. ❑ O ❑ Area Thick. Heat CStatlusn n Tvpe fsfl 6n) Cao Cond. R -Val. JA N Pafa,ance Commerts PERIMETER LOSSES Insulation Condition Loca:,n V Type Length R -Val. Location JA N Reference Status Comments «,- mrp.dB n .n.may.npDrr,huaMn O ❑ ❑ rat.. 1 n"�'q,°.nwov �m �..'•*J � mq' bo' o - OAil,a dnsa r� a uysnv� zw>na awn Mosa NBn at lumh+nz. ill ei'erpm44 er nN9Afl n077 ]6 WnCnUe 217nfi7xd6 ESMryaspn ds__ .11 rreGrons aM"ry m�ir cess vzrclo cwambvfM 7 16pB,P' Pemw,vh• hstaMd Mivbaa h Mnmmm, B>N+•. finery mesa•, uFr mans shy be Agro necmy amarvna ❑ Q ❑ sow z«za(f) demwea e.mdy urn sur« INo). ]�xMsrob+mp ppb, Iz YeulsPo acawb-, I. nae I iiia « Equaian 15GAInu.m, lAWnezz. IBGpH rtl .mat bcwd mM mnhldc f b a 0R'are oc rcry e f raa«p cases k,zfnniG A)'�R:e`o,t br' pbar BPo❑ ® ❑ Mandatory Measures Summary: Residential (Page 2 of 2) WAR Ng E. ,caw ''a, a m. amvd„wet Pornan mase me we: n9arwss of rtM ma a. rasa L:rA.e n*+r>« mm na or emdana zupapeae,he nems Wowed «n n aaeraa C) Ica a.. r, rmmoam nova Derma dmumens eM loaves «ra shat le oensdered bear pertua x m'•inum cemp°,are PMwmary zpe n fm. na m>dxory awxuws rM1Mer ., #,e., H,wwe n,M amwmra, w pnBn, aM<aen mnly _ P d Ttla 11F DAR �iR ori Y rt- r P-1, P cri Energy (-.nnci iltint DESCRIPTION s _ Q1BC Of'r.bn appiaaaa Ooxes vran pemdntmu,aea wAirrw ENFGRCF. ESIGNER HElrr ]we eu an9 error x -- Space Conditioning, Water Heating and Plumbing System Measures: (corrtnued) pi. CrMawna FnFBrnVPrn comp) eBden,pa 1 15p(mi ° Reld Cr,eolwae TDV Standard Proposed "lunif-K) Dasian n� w n.M, aims pw9.nf amaa.a, fe.we wa Inwawaew manna I+gR'.w.n, pr aM etc s«npn epi. eo]. em. ash' [7 ❑ Space Heating 31.76 3C 64 Space Cooling 12.66 '2 8G Fans 3.64 '•.6" Domestic Hot Water 0.00 G 0 Pump__ 0.00 0 00 Bpi, at Snrara 06; sumryy rd tronas Nps ala pkmun w nsulaea f° a rmumem mnaktl kvN ml Totals 48.06 47 05 w rmJozPo a+bNYn cmrbnr fpa:e. dpe^ira anaiMuwe rn maatle. aapeowM1n Nneo,ue fyn+m tN,r'pup npabeamenz or UL 181, ULIBt0. w UL I81 B wawsol ossa mat mars Ure repnrtwx icer a fo se, openngs paper Ira, IN mh, me tarnbwaw of masse aM ehner mon e Percent better than Standard: W spy ba used, ]. fMda, oireka. s,ppert Dlalwms rn it Fa,das, and plmurn 0.1irM a oonnnaaa rM1 mnwrs mM1ar sM sole❑ � ❑ NM bwrU IM•q. boot M for r. Barenp oavws ane srmmn BUILDING COMPLIES - NO HERS sdre.l mal. or chy ml mPo ospreys, cawn�mea d.lrwm, Id M Gawks and suppm prrmn, Nil m be corr,,.xaa ro came namnara n zeaann ane e/ u,a Nccz. Building Typo: QSings Family [IAd]rtlon Total Conditioned Floor ). �� can m.B mBa»r am+:..e ❑ Q ❑ ❑IAJIti Family ❑EPlGvng -AUdr" E.Istug Floor Area: 4. � 1 Mas fm new n M1> a m mnx o ❑ ❑ Building Front Orientation: (S) 180 deg Fuel Type: Neural Gas Ralsed Floor Area: Slab on Grade Area: 5. OnrhY venmha syn.m„ennA c.rarleKd srw moa Nnwauoma:ie or nosily x<asanM. manuyy opvnlnao ❑ ❑ amgrz. Fenestration: Average Calling Height: 93 ft egvn MpaeMaa rrcm mrnaq. haW.r9mw asm xnuAM m•aaeu+ n❑ ® ❑ �a ea r_m �wbl�analM1awm.ttr as arov.wDwnedrna�eyr, uw's essay Number of Dwelling Units 0.05 res Nn pious mer consm c : >sa eeprn..r r e mals ❑ ® ❑ Number of St.,I-: 1 1114'. Poo N Spa Hwrin9 svnwn eM FnuNmn Thermostat "ant t Ad, • 1 " mz wrrgk Acn2+m -1-1 aapdzdm,. -1 With manxPo msiG or Iti C ❑ ❑ Units Zane Type Type Hot Area r .uMn. rad, irutrvst r nn+rue Mary ane m e,ln. mnDe_>dw9�-sa _Wax s.ds �-oa�aa� )nk+t_ww9�--2r.btm sts �a�z� F3,ar-1p4t0Y-�]A 11Ili1 �141'-0D--0.W )deL-Yaii nim �I3Ji11tL_�l'Il-�` ]Ne�Yl6xttl__seE wa` woos- �a atm su moa-on_-� Rwf-i56atl--__328_ X1132 �.3a _R.L1L-te0.-� na ns m] -A] IIMJ - ^^ •° ^L.A" x. but, . w. ea dike brwm ear caro Mn>afro- four Hua, ❑ ❑ ❑ 6.eryvRo 49 by E.Aygan 1315 er pBG100 b. Lorerbr endow poo, or ��dow spas. C ❑ ❑ 1 1, rm D., t1d &Ianil, cwnz. G. pm sensor w ca<Iw win, w a <atia,Npn punp,lma:r.n. O ❑ ❑ [b a°tlmM b War aspa«seugmMee lora •z MZFapx. ❑ 17 ❑ g IIs. Ga, rntl Ir,aype crest rv,vex a n.Lm, w oro a rous.Ma amshe .ppBmm urea res eorem,wmly ❑ 0 ❑ 3fne1r29m1 (SHGC?. and oma me«rermaum m.e Lel rn<aerwd usasw ca3rPo sotr H.r Dan ❑ ❑ ❑ o-.nwe par Boa. (breawn. wemca meD.w odour«.coda r•nnmm--) ]. Eairiareaen,neo+am.a.eaM�wriv.a:aui.:eaaMprufraiwue+a.eora..aPo ❑ D ❑ / I le a3 cool amt mwena mars spetrcm wean © ❑ ❑ Space Conditioning, Water Heating and Plumbing System Measures Lighting Measures I asi,: Hwc ra.:pm.tl. an.r n.n.n. a,«•.b.+a, xa •.voef• spies brma ngy uma,a,:°n. ❑ O ❑ 15*)l HIGH EFFICACY LIARNARES OTHER THAN OUTDGOe HIG.evtain rIy Nph affiacY burps az ouNedh Tyle ❑ Q ❑ 1 Histio: Hem, andb maw9 ba0. .wurPo m amnd+,u can ASHRAE sMALNAw ft CA ❑ ❑% ❑ ab MvanPoow up ingnncy�ra iutnm fiallo°ka(FIa4B}Bunnsr`r burps l]NYa or gaseran elapnc 1 ,SOB'. srmo- In.mnaa w y xp«aw n.yna «d*. mwnB •vn.m.. ❑ O ❑ 115oson HIGH EFFICACY LuwNNRES GUmeGv. HID: wNn mp MgherN lxrps x. 11, Toa I-, ❑ O ❑ 1 ,SoO): waver ryaem pike .m *ane hsvmnn sari cmFnp unwna+w nsvmlw 4na,re M• I— nr-eBad HID bLan. 1 I,*a .a- ❑ ❑ ai�n:v Gmavi.af0a,'M°:: �n «,- mrp.dB n .n.may.npDrr,huaMn O ❑ ❑ rat.. 1 n"�'q,°.nwov �m �..'•*J � mq' bo' o - OAil,a dnsa r� a uysnv� zw>na awn Mosa NBn at lumh+nz. hevne. V,enri resi ne+rc< wPIB Meme nl �nran rdw&tnM ntM ema+w of tM �a snmh9 �ne nz-raue.v aM"ry m�ir cess vzrclo cwambvfM 7 16pB,P' Pemw,vh• hstaMd Mivbaa h Mnmmm, B>N+•. finery mesa•, uFr mans shy be Agro necmy amarvna ❑ Q ❑ sow z«za(f) demwea e.mdy urn sur« INo). ]�xMsrob+mp ppb, Iz YeulsPo acawb-, I. nae I iiia « Equaian 15GAInu.m, lAWnezz. IBGpH rtl .mat bcwd mM mnhldc f b a 0R'are oc rcry e f raa«p cases k,zfnniG A)'�R:e`o,t br' pbar BPo❑ ® ❑ r ,ec okzenfo ,ser MaarvrM.mm�eaornu, zrnwr.z ad erairy ❑ © ❑ mo,pn sensors c.,,RB.s .an semm� I1a(e)m1 acus w Nn sn>+wrwtyv w na.. n w•Yz m Dorm. of len oar pbe• i kr,lh of ndcwnro m i.Nad to LM ISGB. bLm.n�MxhA ❑ ❑ ❑ 115Gpp wm.ete %61N-1 Wah as aeM NnfaaMsimmxorCF.."'ue heie°mvw (Ie)s�a an ❑ ILL' ❑ .n ctn k- pmm. +w asewa.d F6mx,�anNlI? rqha.�an.�aa m>�ywi,aMoe7p. °, 116pGrp"WpovWN aadwrjn aM peMalemh moo+eJ,ea mHuaa BWairgwto ahn buldhps mfM ❑ 5] ❑ urn 4. snus,nrdwnit naan9 arnwn wnw..r.r svnmu„ls psi. meet r.wi.nw,pr rna lnA � ❑ ❑ M Inanutr a.x(r.+ncw�grgr«•B+w+,ea.I,nr, Dmia.sar r.L+x..rnMr.af�m� ewamka brm repo wn.awrn peso cams <wrua to mrrpv,«m saamllB(a). S. Wrapon m,o WpavrPo lam d>na«,iwsuab, tly aw ro suH9M. mvnv.. epapnem mw.nrrc,, ❑ D ❑ ❑ ❑ 113G(x)i.lipdq NrpaMNp ass Meor manes+ vary_ wsplx si.YM1 Beraio�1]p,x1] 1Z Uya>yi or paN,rp garagsrwew rLMas shy na ,VSA �a <om e. Wdym lordiNM userdpir, rq rvalon Dai9 ince,e:za ap eNsa can mabsPo [] ❑ ❑ Ik*A ❑ ❑ ws�Meynitk m.«.M+.e,�tM•o-+md zp.ex.a a..n.reskwa+e, �y.an foN wmoa Mspr.w<roalw azyumsrcoxwws am om�nea by u. s.r Par, capomm. (] ❑ ❑ onl❑ awN ,qh. mxylr„auays JR av eommB.ab nsmcwfz)o.a, os en (e} eFn 44 by eagY5on Ikm rWs0ar. 1316 4.4 by EnraYSee bx: IGIS Nundr. p9p,e5 .aB Certificate Of Compliance: Residential (Part 1 of 3) CFA R De C'adl Roc dente urn M <w.xear.e ev ad p.n D rrrd oras .n« spa 'x=nm. fes me m.newe mu•mn: wrrnar m.v .l'.«',Iw�a :.�l.n i�na dam...+ anlNa cnaa,Bs• r. 411/2008 _ P d Ttla 11F DAR �iR ori Y rt- r P-1, P cri Energy (-.nnci iltint (408)fi61:;-1626 ]we eu an9 error x -- pi. CrMawna FnFBrnVPrn comp) eBden,pa CA ('lfPate 7nne 04 morn Reld Cr,eolwae TDV Standard Proposed "lunif-K) Dasian n� Complian Margin ce Space Heating 31.76 3C 64 Space Cooling 12.66 '2 8G Fans 3.64 '•.6" Domestic Hot Water 0.00 G 0 Pump__ 0.00 0 00 1.12 -0.14 0.02 01 OC 0.00 Totals 48.06 47 05 100 Percent better than Standard: 2 1% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Typo: QSings Family [IAd]rtlon Total Conditioned Floor Area: 328 ft2 ❑IAJIti Family ❑EPlGvng -AUdr" E.Istug Floor Area: n/a ft2 Building Front Orientation: (S) 180 deg Fuel Type: Neural Gas Ralsed Floor Area: Slab on Grade Area: 323 ft2 0 ft2 Fenestration: Average Calling Height: 93 ft Area: 130 ft ` Avg. U: 034 Number of Dwelling Units 0.05 Ratio: 3911% Aug. SHGC 022 Number of St.,I-: 1 BUILDING ZONE INFORMATION#of Thermostat "ant Zane Name Floor Area Volum6 Units Zane Type Type Hot Area OPAQUE SURFACES In sulalion Act. Gains Condition Type Frame Area U -Fac Cav Cont An Tilt YIN Stalus JA N Reference Location I CGmmentG mnDe_>dw9�-sa _Wax s.ds �-oa�aa� )nk+t_ww9�--2r.btm sts �a�z� F3,ar-1p4t0Y-�]A 11Ili1 �141'-0D--0.W )deL-Yaii nim �I3Ji11tL_�l'Il-�` ]Ne�Yl6xttl__seE wa` woos- �a atm su moa-on_-� Rwf-i56atl--__328_ X1132 �.3a _R.L1L-te0.-� na ns m] -A] IIMJ - ^^ •° ^L.A" LscEw.^. ts.m�. -- , a ra-. SAFb^• I 6.eryvRo 49 by E.Aygan 1315 er pBG100 1 1, rm D., t1d &Ianil, cwnz. Mandatory Measures Summary: Residential (Page 1 of 2) MF -1R NOTE'. rezawwbu2al� andatz a n'wda•s e/mac � sed amn�Argerd nvrplL ce n-h�)Ma+. revp sun •� tori urn M <w.xear.e ev ad p.n D rrrd oras .n« spa 'x=nm. fes me m.newe mu•mn: wrrnar m.v .l'.«',Iw�a :.�l.n i�na dam...+ anlNa cnaa,Bs• r. DESCRIPTION °"`°"«h;ba apdmaelu6Gaos mr maoh unlrna awpaaax>,e maud+a ,ahnwvac p«mfr aPPI,eLon eocum«nnlm.. NM ENMEM F. Building Envelope Measures I 15G0k IAnnum R.lan... e+.a hvanren weP.Naw ufeawrn mra name titin. ❑ ❑ ❑ I lmag less•el iwk-mae+l _'bb.Ma R.vwe._ ❑ ❑ ❑ 1 -C): Mrtinan P -IJ oar e'en in uoeO lranN vya or equbalan LLfaepr s Heol frame malls (dor rn ❑ ❑% ❑ yply to mrrm masz.ysl 116o(c): wwa n, R. 11 rwzed /Icor hsulyan Ir, rim m.9vir lit.- ❑ ❑ t5ge): hnalrtim of Fdaxes. Owornro Cx gmem;es nit Gx 1cps. I IAsarry >d lattarobun linpxx Mv.. a, o . ca my nhg orm raebca � ❑ ❑ e. wnwa. mr bllare din aaro.r xdammra. rme'mmP.aat «nn1 © ❑ ❑ ]NetenewwnM ryo pawtpa. net e O El ElIlaaOz pr snaanB «ap hnwedteicomaay Hid 15, moans rev+nma ,c 6mnma uxluaMenwaranv.. © ❑ ❑ 1 IM'9i. C2pw bwwz mandawy in Cimae Lwc 19 aJ 1B uNv. I❑ ❑ ❑ 115., cab m :oral M .war L•emfiw murk, f.< a.mpearlmn Gaa. •,wer..pw ❑ G ❑ no pewran ]t„ 11I: can ,etl wM • mer• onniwnn ay s .cam .typo and rave. El 1.1 11 Gdir Frm 1 1, rm D., t1d &Ianil, cwnz. [b a°tlmM b War aspa«seugmMee lora •z MZFapx. ❑ 17 ❑ 3fne1r29m1 (SHGC?. and oma me«rermaum m.e Lel rn<aerwd usasw ca3rPo sotr H.r Dan ❑ ❑ ❑ ]. Eairiareaen,neo+am.a.eaM�wriv.a:aui.:eaaMprufraiwue+a.eora..aPo ❑ D ❑ Space Conditioning, Water Heating and Plumbing System Measures I asi,: Hwc ra.:pm.tl. an.r n.n.n. a,«•.b.+a, xa •.voef• spies brma ngy uma,a,:°n. ❑ O ❑ 1 Histio: Hem, andb maw9 ba0. .wurPo m amnd+,u can ASHRAE sMALNAw ft CA ❑ ❑% ❑ 1 ,SOB'. srmo- In.mnaa w y xp«aw n.yna «d*. mwnB •vn.m.. ❑ O ❑ 1 ,SoO): waver ryaem pike .m *ane hsvmnn sari cmFnp unwna+w nsvmlw «,- mrp.dB n .n.may.npDrr,huaMn O ❑ ❑ rat.. 1 hevne. V,enri resi ne+rc< wPIB Meme nl �nran rdw&tnM ntM ema+w of tM �a snmh9 �ne nz-raue.v ]�xMsrob+mp ppb, Iz YeulsPo acawb-, I. nae I iiia « Equaian 15GAInu.m, lAWnezz. r ,ec okzenfo ,ser MaarvrM.mm�eaornu, zrnwr.z ad erairy ❑ © ❑ of len oar pbe• i kr,lh of ndcwnro m i.Nad to LM ISGB. bLm.n�MxhA ❑ ❑ ❑ ctn k- pmm. +w asewa.d F6mx,�anNlI? rqha.�an.�aa m>�ywi,aMoe7p. °, 4. snus,nrdwnit naan9 arnwn wnw..r.r svnmu„ls psi. meet r.wi.nw,pr rna lnA � ❑ ❑ S. Wrapon m,o WpavrPo lam d>na«,iwsuab, tly aw ro suH9M. mvnv.. epapnem mw.nrrc,, ❑ D ❑ e. Wdym lordiNM userdpir, rq rvalon Dai9 ince,e:za ap eNsa can mabsPo [] ❑ ❑ Mspr.w<roalw azyumsrcoxwws am om�nea by u. s.r Par, capomm. (] ❑ ❑ eFn 44 by eagY5on Ikm rWs0ar. 1316 1 C) 0 7 U V O 0�Sz T24 A B B R E a'IA 101% - A " LAX -p- PIT pro4C U C s, I _ >J L c c d 1'r CTR'J red p'1` ., 1 F. iE: 7 EA _- E.N.M EO _ai ;�tP P _. EY T t" LR F,N- IT a; r.o�. o Ia of seal CA oJae dinc .,..tfoa: H'iPtZ NTo j, f R.r TS f ale -`NG , E_ _d s J. _., �r .a w.__ LVL 'ed + , er t ;T _;i MAX 9,__11:, r„ baht n7r.Ilnc 4ECH L._dI ;V,d;P +.d - b:_r' MYP or _t a.^,!Ts(ri ...i. GENERAL I The 1 a y, ar _!i,- 1 t prep d e'�W r tt d .d . .tier ii -i- c t•pat _at cit 5 n _ ff_o Eng naer and e p ct:c c ed. _. Ihesd o$- sf :i b sed n f 'h p. and sha I J 13 d as a a1 t pFr 3. Pitt nit: K k he tshcand it, ' - Jme . ,, sal g t t r eprzser eJ :, fl: pion s,�site no , ngar, end A chit r amen alo:y c. v to ,,e mertt .f , 4. TMs.'Hear shdil ho+e r.: mol n ., af, nor be responsible e hods, rr iq,. „ se 'uzr.,ee ._du esa Q rite �m C.I. .'h III,wor.:, fF, ... ., t�ac a'cn Con' �_t_r, svb tit:-cTar cera r e fa.n^' - , of f,worf fa*1— of �f fh. .._ a ., a ace w the ,coriro Jar 5 nl 'her-- h, o i. ty, 1 'I=_ I _c wha r or 1, r W a. t p e, -.f al Vu show -a f rV.,1. -ne simald. ;o s eond'ons :•cf are ,.Et.. :E >oe,4ed2 6. Detells shot take p^eced—o c et'vr, li,cf if, { lte,i r fl c`:ng fent m_ sf .. or _tea Ln ,n_I. take ,. BASIS OF DESIGN i. Ali CDC Ind all arr -bill fD:0 _..__ -j 2. site Criteria: A. SEISM. Lo- IVL B. 85 ph Cas -:c el - 3. : 3. Live Lo_i,. R -f Liv psi (*'r.d _ _ Fl1— L ...dd: nsf o B ony G 4 Cwr .nit 7, ,r f df p "the r f. a ovs o s her_i, r p -1er Ir ag., nnr as heir -Ie and :omifdooge a 1, tcr eeroeihfunet 'hpvn _.an adc•p+ed by il. Co.:for1o Sfanda: ')ad, GUND! T I� d P. ,;g.. u- 1'r , _ J . cit.. < 1, a _ .1 _ -fu rrl 1111: f oNs. > d. I t -2. 476. S1 0.923 I or ._ T .,e.,,gn, „r, ._(_Y the 'goon bil fy REINFORCI" STEEL 1 M A i to c --f _anf "a ba J . 1.- r, - 2 . ,m -d .vr cl e c y -id-, 'tae r , 1 ., n. AS M. `. F.S 1.-1 fir 11, ,tom,-a,l undo.._ _e_ra-f,.�r A�---315) 4 Y F e.la 1-il2" 2h lL 7, n. A v,. ,b. c.tihe. 7_ a .s -se, /. b I .. A t rd t k , L^.1f ernI,- the 5ingge lap `> 1- and op .a: y , iTt L.n of tara ere 1 - sk, f r.e dee'. c. i t- rr fl,j hs r ',rf ...io_ v_ esr ar. am =r, o. _ .rt.rrnq dar,nG~ vreIdud I ri'- " ., lay p:bca pe Clan p .,:..r/te. nl 01 C the a hall be 'I t bnnd l_ �.,ra. __. e , GNCRETE I. At c ork s ;he ,..of ifie f end A 519. A.1 -ti-all be re.r•- weight 1�4L n � 1• � r.,t ,.1 ,..f,erw of n he�. '. and cz ,.nnfqirrg -o A.S.T.M ..11150. I. Typo : 7 --re" shaft 1 e o -day ' :13xim g c _. 1^d„ Gkd1 r]]i9 rl f+1�1'� or No on-s,T- No _r may be added tc w, -.",;,a Liter.,.f h,il be f Ioasa -1— or ,o iter de„riis I, p a_s ,er . a--: tele. F. Conry_,_ she:, h .1—c -e-don- .:Ih ACh 304. All �.ol be p . by da" 1 -„ f .R_ _ha F ai .+pper a -at t, - as P > d_ No. :,.k 1 etiF:r H- ,_ No 9ehE: r d 'd .: i cit -j I r.r, v - , ,t 24F -V: 20, .12 „ rt_ li o 14, N I'Nr2-45' P_ u d L',-: .,C h, 4,::J -al t'. mils L ., Al ni t,rol I ol r.o,Tt, h a p 1 o it 1 F f a to 1 lS. 1 PD p, ei P a {-_ 5n p ei. S adi d r t J..l , _.. e t P 2,,r sp s -av L.eve w. i prix: y - �•d !ng t .':d�:• J� Cut T d V,o�-d __r_wo sh..l -,^cit, f� ANs/'ASUE >sorion, 88.6.:-49'?'. .rt d 1 d h,r 1. L Ief,,r er „3"z + c e^t Do no- n .oc o,led to ,7. 1 T aign hclo� _ _u.. :y; c s t i parr "ed t ,fes 'e Gr .3 .il Ma, ,1,o [1 its -,a 1, ,M ir,er ods and n s. nnte,. lite _+de line fol—in„ --s F:ers 'or lsgG e t _gL�-fir mt, N ;her i8 /ri':t w t, . ,. ,,r r„ ,,i�r,,,r I -, sd ild, ;h 61111 "tali „-1 d/Ill I "_I" nen 7' c .tit .. _ n t mum U T _pa.`ng _ n - olan.,, Each •• I (::3 ..ill h:�_ ] ha:,s. E hdlf _nee e ,15 0k p celz .n_L. ee4-ij'2" min, 2':2 'v3, 6 eta+e «__. ter. nflar e pin �nf c ,. rerno. Yle tv:hoI} llo ff:u - Cor=_tr Cf;n 7777 s In - `mac ce)J) ] 1 y,C I I a -or f -_ ,. f .h..� c_r.., Plaf ; a.,_ _- 4» ' cada c:fie! n ,p' .de d ',.i A-1, _^rbled Steel { M A -3d6 F:._ dw�cre shall ;TM I _tc.E, r , 1u noj,Rus: ._ „_,n h r i t 1;, A1 ':1 1, p1 a 5 <.,,e ,Idesa oPnr a' 11lhisp dra. rg s r f„ sha:l P ov;deo e Arcs;':._, an.. , � a -it bi= f7eld Q, a P t: wit dc_oacy. S PE_IAL- IISP_EC 101NS v.,0t. r tY } reG .i 6 000 C .,. C •ho ar ,po+ „ endent '.a: on n sp_c p ct cirs fes* n o e 'o aro`�de site.. ..^s aurin the 1 A G I ..d C-_,0, , the ±, < _s ,a— me-I- PI F. Fp,,, 42"J",, A tit ;p ect'or. f- t Pu l: oll"ir V. F +..Id , nemhe. c. co ac n e he. "F _.. nen f � ld_d fait / q c �� a rt l ^ irer s sIep h the f brit lad reclisle,ej a —pr --d by 'h 9 P f - k p_. 1,n ., d --i x ceriifiooiri o s that the —1,, -w s pe,farned w th the .l „rC C.. io the q Cf .,1 A. r,'+ifz^'- and The pen 'nspacto* neec, ncf be preaent con} mouse 3 r r dnu e •h f..,1 -9 To -s. ,, a—ided fhe d.ld elde ,ore -if d pr _r t_� the r of k. pe"adio e d It P-9-- is a c.:ta, c. aI -1, pr'cr iv c om Glef,Cn ,- Pr '. .e of chap weld',na_ rl < S,, e isli ns e,.tsa: The s E -al ^actor shalt be, a :ed P F c 9 ,f person whe snail ife-n-t--petenc•= ,o I- sa.:.s:ani e' the 3ui d:.g ,.f. c ns Fec..n at IF, ri, u._r yF. c sfru special: ,p . 3. Da'ies and Respons b li e �� the s Special Hi pe,kr A. T" 5_ee,:toros all _ 1, gn.,; -..r .l,N) [ Cr ..e tto the aPp,ed des a, 'pe, , ..,.ai:ons. B. T so eJdfncp ,fi., ,..nil iumisF 'nspecI ecce,, '.. he Build;ng Official. Eng neer Arch,t.ct an.i of:er de to - oe s n A.I d se .pone s sha 1 be taqht to ih tf fi-, 'rhe cart, - n r C ct an. `Ic 1 ,o ted. to the proper ].igr: auihn �`, end Y t h.. 8r Id7na Ott tial. L .H pe .i _h Ii - G f Port st_: ng ,hell- the +.,,: ng Specie asp - - . .a fye beef of the nsp.cta,', k ,~'edge, In _onfs'rna_e to the approved pions an' pe_'ficatle- and the appCacsbte -k--- prp '.S.cr, Gl the Code_ 26. W"OOD sTRUC URAL --ANELS AND ARI E A 0 I t t .LOOP ANS ., - ..,u f . iTl, t �d NGS -c Z ANC LE''_ dd' C, 3M N.,T(JN S BF`L:,Ofi ..NOL if Lil IM.N ,I' <n+d:NC;i: 3/4AN. LESS 6a a 27. PAN C'.NG . C :RAMI`41,),2 OP L'.S> 6:zi: 5'8' do / 28. EI BE RB 0 ARD H ATu N(: N 1 ". ,r N 16 A"I t,' 19. IN 2..R PANE INC - '.t' 'COMMON CF. BOX N IL_ MAY _E 'ED EXCEPT "'TE U riER4JISz i+ a0. 1'NA:LS SFACED AT 6" ON CENTER AT ED 1 ..:Ml Il ATE ^T FYf'A... T A" 'x liPP c;" A ,-.a rOfi:S L RE :�:= N.. AR-- 4�r �4 M^,Re'- O4 NAILN' G� ti OD ,TRUGT.I..A� PAtiE At P.A IG V CA PA',V5 ^� oaEAR W4 -LS. PEFF"r 397 OR 315 AYu T., 4. tiAl'S 1 FOk ALL SHLAT{.N3 MAY FfC COMMON. G, , GA_ ,COMMON OR DEEORMEO SHANK. COIA40N j DEFORMED SHANK oRR sN R 1 ANT 1N AslN" NAILS -H- I REOtIRFMEN'S 0: 199+ LIBC SEC 2304 .3, ''EAST YESSPA.0 , T CENTER AT xTEK'OR EDS;_ AND 6' ON C_NTERi AT !NTLKMEC,IAI't U t'DRI (`CORROSION -.1 STS ANT 'ROOFING NAILS V, 7I 15' DIAMETEli HEAD AND 1-11 2 L N'TH FCR 1/ 2 f A'HIN Al 3,/4 N'1= T 2 5,132" SFIEA Tai \_ c.O E'F�F.M:NG TOF" RLOIJIol MENT., Or ) I_EC . LC 'CO3ROSI0\-4F51`; ANT S'AP_ES WITH N )U NU 7; 1 CPCNN AN -1/8- LENGTH 1/6"LEdG F FOR ti: HEA_IHINr AND 1-1 E C TH 5/32'- u' -,LATHING CONI ORMING 11) T iF '?EOUIR..M -r,T> OF !,1C 2= .. c4 "PANEL SUPPORTS AT 16'* (20" F SSTRENGTH A(- 11 TIF LEN' DIRECTION OF THE 1ANEL, _;.N.0.) CASINGf P I {IS N..ILS S'PACEL v CN F'LNEL E;7i;E5 12" AT IN P.MFf IAT[ SU ORTS "PANEL SUPPORTS A. 24"CASING 0 NSN NAL__ SPACED CN PANEL ED,ES, 12" AT INTERMEDIAFF `', PORTS. _'. _8 1 I1: "J i'iEf+ LA',- `cN 1 E SUf .Oi< Oil ., ' - a ,�?`. rrt, dr. .. -6dl --.--L 5. S,r _C it cl SI , 7,cl ri., r I I '. T, PLAT.. T1, STlI. .rN NAH -� - ^ ,._ . / 'SdJ r isF,t ., C3. L,L, S- , c A_NAIL I t l t. ♦/i 24" O.0 pt T F!, I -',.^- +•r'.L.... 51 1 D h E 'OP < LAh iR `.f_ 6 ': 6d 8IL+.,..I P.,, DcT; .J L81c , C< r ._P 7C- •a._, :� .e.. 3-ndI "2- P. M J -..Tr ( zLATL '3. T` a ES. LAP AND hl[. -101S, ,,,_ r,% 2- Ed `4. Com. �_.., E .. �._ ., i•: , !O,c1„ Ei"E _- 1 A 75. _'LN CIS TO -LATE, "OE'vA _d I a CE LIN-:, 1S ]P., CVE 17 ON -—FA -F NA:L � ' >- fid , n C- L a2 „^IST_ T rAiiA L .. Ra. -citF l f - I'J R. P TO PLATE,ENA II LA1 STUB AND '_AJF. -A.,E NA:t. 70. t' HRAr.E.-EAC c -8d _ x c SHi Ti- ^ `11 J E,^ .T - AR.kr, i!22_ tv,UER THAN SH[A_HlN, TO FA,14 DE? N-,. r...._ NA;L --vii _-Ed _ N P TUGS 6) "J_..8l J. 24. Bd-�T-_`P LIFO R +.,vE BEAM` All S ,.GGEREJ _ u AT M1 AY:j A7 FJi_H 2-0 >Fi:CS 25. 2 PLAN K.s l ",I .:T IiACH i ;EAR I,_I 26. W"OOD sTRUC URAL --ANELS AND ARI E A 0 I t t .LOOP ANS ., - ..,u f . iTl, t �d NGS -c Z ANC LE''_ dd' C, 3M N.,T(JN S BF`L:,Ofi ..NOL if Lil IM.N ,I' <n+d:NC;i: 3/4AN. LESS 6a a 27. PAN C'.NG . C :RAMI`41,),2 OP L'.S> 6:zi: 5'8' do / 28. EI BE RB 0 ARD H ATu N(: N 1 ". ,r N 16 A"I t,' 19. IN 2..R PANE INC - '.t' 'COMMON CF. BOX N IL_ MAY _E 'ED EXCEPT "'TE U riER4JISz i+ a0. 1'NA:LS SFACED AT 6" ON CENTER AT ED 1 ..:Ml Il ATE ^T FYf'A... T A" 'x liPP c;" A ,-.a rOfi:S L RE :�:= N.. AR-- 4�r �4 M^,Re'- O4 NAILN' G� ti OD ,TRUGT.I..A� PAtiE At P.A IG V CA PA',V5 ^� oaEAR W4 -LS. PEFF"r 397 OR 315 AYu T., 4. tiAl'S 1 FOk ALL SHLAT{.N3 MAY FfC COMMON. G, , GA_ ,COMMON OR DEEORMEO SHANK. COIA40N j DEFORMED SHANK oRR sN R 1 ANT 1N AslN" NAILS -H- I REOtIRFMEN'S 0: 199+ LIBC SEC 2304 .3, ''EAST YESSPA.0 , T CENTER AT xTEK'OR EDS;_ AND 6' ON C_NTERi AT !NTLKMEC,IAI't U t'DRI (`CORROSION -.1 STS ANT 'ROOFING NAILS V, 7I 15' DIAMETEli HEAD AND 1-11 2 L N'TH FCR 1/ 2 f A'HIN Al 3,/4 N'1= T 2 5,132" SFIEA Tai \_ c.O E'F�F.M:NG TOF" RLOIJIol MENT., Or ) I_EC . LC 'CO3ROSI0\-4F51`; ANT S'AP_ES WITH N )U NU 7; 1 CPCNN AN -1/8- LENGTH 1/6"LEdG F FOR ti: HEA_IHINr AND 1-1 E C TH 5/32'- u' -,LATHING CONI ORMING 11) T iF '?EOUIR..M -r,T> OF !,1C 2= .. c4 "PANEL SUPPORTS AT 16'* (20" F SSTRENGTH A(- 11 TIF LEN' DIRECTION OF THE 1ANEL, _;.N.0.) CASINGf P I {IS N..ILS S'PACEL v CN F'LNEL E;7i;E5 12" AT IN P.MFf IAT[ SU ORTS "PANEL SUPPORTS A. 24"CASING 0 NSN NAL__ SPACED CN PANEL ED,ES, 12" AT INTERMEDIAFF `', PORTS.