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13100123 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 21995 MCCLELLAN RD CONTRACTOR:FOUR SEASONS HOME& PERMIT NO: 13100123 SOLAR OWNER'S NAME: KENG FAI LEE 1029 BLOSSOM HILL RD STE 4 DATE ISSUED: 10/31/2013 OWNER'S PHONE: 4086008510 SAN JOSE,CA 95123 PHONE NO:(488)600-8570 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL 11 COMMERCIALE] License Class Li,.4 1, �32Irl- 0 CONSTRUCT SUN ROOM 128 SQ FT Contractor6)'-&"- Date 22 I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: J have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$18210 I have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:35713009.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION 1 certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 180 D =FR6M_UkU CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the granting of this permit. Additionally,the applicant understands and will comply Date: �D / / with all non-point ce r lations per the Cupertino Municipal Code,Section _ ZIL 9.18. jj RE-ROOFS: Signature Date �r - � All roofs shall be inspected prior to any roofing material being installed.If a roof is i installed without first obtaining an inspection,I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of Signature of Applicant: Date: the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 1,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) 1,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. 1 will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 2.5532(x)should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sections % 5, 533,and 25534. Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agedt / Date: permit is issued. I I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Signature Date CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 CUPERTINO (408)777-3228•FAX(408)777-3333•buildina(aDcupertirio.ord []NEW CONSTRUCTION J9 ADDITION ❑ ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT# PROJECT.ADDRESS c I ' APNN 353 53 Nt r r ^ OWNER NAME y / PHOE � E- -A.IL V STREET ADDRESS CITY, % ZIP FAX 6A q CONTACT NAM � ' zlzBoS PH '// *` E-,\4AIL - L t-,e �'� ' C�� Gb r I t a L ST ET ADI)RESS F CITY TATE zip FAX ❑ OWNER ❑ OWNER-BUB-DER ❑ O\\'NIER AGENT ❑ CONTRACTOR Iff CONTRACTOR AGENT ❑ ARCMTECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CON'TR4CTOR AME LICENSE NUMBER LICENSE TYPE- BUS.LIC N lO COMrY NAM E-MAIL FAX OQ STREET ADDRES � CITY, ATE, nA- I ARCHITECT/ENGINEER NAME LICENSENM i CA iq S -Z" BUS.LIC N COMPANY NAME � E-MAIL � FAX STREET ADDRESS CITY,STATE,ZIP PHONE DESCRIPTION OF WORK 0 V-4 G u Sp �� 4 moi 121 V EXISTING USE - PROPOSED USE CON I YPE STORIESGj�.S USE TYPE OCC. SQ.FC. VALUATION(S) EXTSTG NEW FLOOR DEMO TOTAL AREA P �C.�. AREA )/2f3 AREA NET A . , BATHROOM M _ I KITCHEN OTHER �J AREA REMODEL AREA REMODEL AREA EA( DECK AREA TOTALDECK/PORCI;IAREA GARAGE AREA: DETACH a ATTACH G UNITS: - 1S A SECOND UNIT ❑YES SECOND STORY ❑YES BEINGADDED? ®.NO ADDITION? J]NO PRE-APPLICATION W'ES IF YES.PROVIDE COPY OF IS THE BLDG AN ❑YES RECEIV Y: TOTA{,,y�LUATION: PLANNING APPL� ❑NO PLANNIING APPROVAL LETTER EICHLER HOV7E? ❑NO v (l/! By my signature below,I certify to each of theJfZ I the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have providet. h e rad the Description of Work and verify it is accurate. I a Pee to mply with all applicable local ordinances and state laws relati buildin I Iize representatives of Cupertino to enter the above-ide rf ed p perty For inspection purposes. Signature of Applicant/Agen. Date: SUPPLE NT INF ION REQUIRED PLAN CHECK T& ROUTING SLIP _New SFD or Multifamily dwellings: Apply for demolition permit for ❑ OVER-THE-COUNTER BUILDING PIAN RE\IE\V existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS PLANNING PLAN RENgE\V _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure STANDARD ❑ PUBLIC woRKS form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT Copy of Planning Approval Letter or Meeting with Planning prior to [] MAJOR ❑ SANITARY SEWFR DISTRICT submittal of Building Permit application. ❑ ENVIRON\fENTALHEALTFI BldgApp_2011,doc I-evised 06121/11 CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ADDRESS: 21995 mcclellan rd DATE: 10/17/2013 REVIEWED BY.: Mendez APN: BP#: 3 `VALUATION: 1$18,210 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION 1 R3SFDADD USE: PERMIT TYPE: WORK construct sun room 128 sq ft SCOPE Meek Permit Fee. Plumb. Permit Fee: F:lec, Permit Fee: OtherMech. Inrp. Ocher Plumb Tnsp. Other Elec.Insp. 11ech. In,p.Fe=e: Plumb. htsp. lee: Elec.Insp.Fee: NOTE:This estimate does not include fees due to other Departments(Le.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc). These ees are based on the prelimin information available and are only an estimate. Contact the De t or addn'l info. FEE ITEMS (Fee Resolution 11-053 Eff. 711113) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 128 1 s.f. Patio Cover/Sun Room Suppl. PC Fee: Q Reg. 0 OT 0.0 hrs $0.00 $695.00 IPATTOMETA Metal PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Feee. Reg. 0 OT0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tay: Administrative Fee: 0 Work Without Permit? 0 Yes Q No $0.00 0 Advanced.Planning Fee: $0.00 Select a Non-Residential 0 Trcivel Documentation Fees: Building or Structure 0 Strong Motion Fee: IBSEISMICR $1.82 F 0 # Revisions Bldg Stds Commission Fee: IBCBSC $1.00 $0.00 IREVCOMTI Tenant Improvement SUBTOTALS: $2.82 $695.00 TOTAL FEE: $697.82 Revised: 10/01/2013 CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ADDRESS: 21995 mcclellan rd DATE: 10/17/2013 REVIEWED BY: Mendez APN: BP#: *VALUATION: $18,210 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION 1R3SFDADD USE: PERMIT TYPE: WORK construct sun room 128 sq ft SCOPE [a1 t-7ra�h e O(hcri, Elea.Plan Check . Perniil. Plumb. Pemi7 1, Elea. Permit Fee: Or`', ,. Imp. Other Plumb Imp. Li Other Elec.Imp. Li arc: Plumb, Insh. Fere: Elec.lnsp.Fee: NOTE. This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School District,eta). Thesefees are based on the prelimina information available and are only an estimate. Contact the De t or addn 7 info. FEE ITEMS (Fee Resolulion 11-053 Eff 7/1/13) FEE QTYIFEE MISC ITEMS Plan Check Fee: $0.00 128 s.f. Patio Cover/Sun Room Suppl. PC Fee: Q Reg. Q OT 0.0 hrs $0.00 $695.00 iPAnowooD Wood PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee-0 Reg. Q OT0,0 firs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Con:ytruction 1'av: Administrative Fee: 0 Work Without Permit? 0 Yes (F)No $0.00 E) Advanced Planning Fee: $0.00 Select a Non-Residential E) Trcn el Documentation Fee : Building or Structure 0 A Strong-Motion Fee. IBSEISMICR $1.82 F-6-1 # Revisions Bldg Stds Commission Fee: IBCBSC $1.00 $0.00 IREVCOMTI I Tenant Improvement SUBTOTALS: $2.82 $695.00 TOTAL FEE-. F $697.82 Revised: 10/01/2013 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 CUPERTINO Fax: 408-777-3333 CONTRACTOR/ SUBCONTRACTOR LIST ,JOB ADDRESS: 5- C-L,t.LSA-A) PERMIT# ! 3lUO/ 2 3 OWNER'S NAME: 04V48 - - (7,421.1 PHONE#40 (U 3 GENERAL CONTRACTOR: I2 XPL BUSINESS LICENSE# �3( ADDRESS: (1P 261 6LG' M i4f0-- t2o CITY/ZIPCODE: 123 *Our municipal code requires all businesses working in the cit),to have a City of Cupertino busi6ess license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. lei I am not using any subcontractors: ��` Signature Date Please check applicable subcontractors and complete the following information: V SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring/Carpeting Linoleum/Wood Glass/ Glazing Heating Insulation Landscaping Lathing Masonry Painting /Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner/Contractor Signature Date IL A 201 -1 2 tic David Lec' gmp } i�}}�x� y v�e�.yy'� .�"y' �.` ���k+...�^i��+._•r s`[ i f 14' �t"Pl l a=r`"......_ _.._. '{.4gt1���4C-'.!�gY�6J.7h �l do-.�iy"L��A�]"�L�j�.y p� •�yYY y�� Y�{�1 � ..-.: +ma.y��� �ryi.! �^'1°-Rer�Y A'• �`i T ���.��fr ''d,�i�1r� .g"�� -.��'-. '' i. �^' W F.if is tk�t4T Miles: remm. n1l" Ll p.4[) c R :al r f [s car t ule � rJ r PLEASE Rf.0 Ft Trail t 'i A`lOrg 6 r= #fid tl t�lLliT=--ncn� r 3�,pAwti. Tht, lk MANY ori oddiF6eru ��Ytl'm66.Q 1��i 1�E i(1 m n k c a-i s� � L ITC . q the MCIL bdm € c ity u Act rd wppm a[but�nior i6c��. fir% .� 'u fait 4 Thevp �t f ; 19 y t � i i .rn l &,A rct=att of 34id iw,,}� lA c'l Abd ��F6 c� ��lk�t1��.5�icte� �1���,°• '1�'[��C i't�LL' {�tk��x1 r�.`{t`£L .t.�..�`. t '."':4 At�'rr��'� t- �iL��t�� -� ttz�-n and Iht maintcni&Mt respopsibdEpe JIM 201!i 31 og ef, -- _ Dal5c swIVM WK B OA USE ON LY I CTT fvkC+,T'P�PL��: ti .. A , jam , addmt fuz a�J �f tdl3 f f tf L _ Park Villas Association Ridgecrest HOA APN Yard Area Sq Ft Net 357-013-003 513 357-013-004 311 357-013-005 513 357-013-006 311 357-013-007 569 357-013-008 547 357-013-009 596 less 128 sq ft=468 sq ft 357-013-010 714 357-013-011 513 357-013-012 513 357-013-013 311 357-013-014 311 357-013-015 547 357-013-016 311 357-013-017 607 357-013-018 596 357-013-019 798 357-013-020 311 357-013-021 513 357-013-022 513 357-013-023 311 357-013-024 513 357-013-025 547 357-013-026 311 357-013-027 513 357-013-028 513 357-013-029 311 357-013-030 513 12937 /28 lots= 462.03 sq ft -.. DRAWINGS Ili +�,,xR•'£� ';a8+.a7.r VTRSION OY OATE sTAaT crn ena,� I -- UNIT 0I0 � A (N)STUCCO TO MATCH � W 7F] (�IN COL 8 TEXTURE Q U U W U) V O BF.QRM / J z INSTALL COMSERVAWALL - Hy G/¢n UNIT PHOTO Z "I Q O W I- GENERAL NOTES . O 150,7,-.5 1,PLANS DESIGNED FOR 2010 CBC,2010 CPC.CMC 8 2010 NEC,2011 CBC TITLE 24,CURFFL FRONT ELEVATION II ' _ I T TA L U 2.DRAWINGS SHALL MEET LOCAL ORD.8 MEET CBO's APPROVAL'S 20'i15 TOP 8 BTM 2 � O 3.ALL DRAWINGS SHALL BE VERIFIED BY FIELD CONDITIONS BY G.C.(GENERAL CONTRACTOR) 3116"e 1'_0" � ' 4"EMBEDMENT U 4' 4..DO NOT SCALE DRAWINGS 8 ALL DETAILS OVERRIDE ARCH.DRWGS06 WIEPDXY.SET" J 5.ALL LUMBER IS ASSUMED TO BE 02 GRADE U,N.O. 1 m a.ALL LUMBER WITH CONTACT TO CONCRETE TO BE Pr �,�fL)i IA B c _ b.ALL LUMBER WITHIN 6'OF SOIL TO BE Pr VWVFt' !� c.ALL STRUCTURAL MEMBERS TO BE 2 x 4's OR GREATER JAW'PJ6 5 W Q O ' 5A LUMBER-NAILING/BOLT1NGIFASTNERS rr 1.ALL NAILING TO FOLLOW UBC SIDS OR ENG'R OF RECORD DRAWINGS OR SPECS (N)ROOF TO MATCH 1 m I\8 O -a � 2.ALL FAS SIN IN CONTACT W/PRESSURE TREATED MATERIALS TO BE HOT-DIPPED (E)CARPORT ROOFS C. i; 0 GALVANIZED COATED-INCLUDE:ALL NAILSBOLTS/WASHERSJFASTNERS - .... IN COLOR 3 TEXTURE v - Z a CO 6.G.C.TO SECURE NECESSARY POWERANATER/RESTROOM FACILITIESIPERMRS AND UNIT 2203Ss(E) 7.ALL STAIR LANDINGS TO BE OF A MIN.36"SQUARE OR WIDTH OF STAIR/OPENING 8 36"DEEP. 1 BUN ROOM ROOF _ y -!-z O 8.ALL VENTILATION OF ATTIC AND FOUNDATION TO BE 1SO FT PER 150 SQ FT OF AREA d�S U.AND 30-50%OF ATTIC VENTILATION SHALL BE IN UPPER 1/3 OF ROOF STRUCTURE 12" _$„ 9.FOUNDATION SPECS OR AS DIRECTED BY ENG'R:ALL STEEL TO BE MIN. 10.PROVIDE ADEQUATE VENTILATION TO REMOVE ALL GASES AND ODORS F@ 1 1.ALL CRACKS AND JOINTS SHALL BE SEALED WITH A CAULKING TYPE OF SEALANT zzl� g 12.ALL FINISH FLOORS EXCEPT IN DINING ROOMS SHALL BE EITHER COMMERCIAL GRADE VINYL OR ANTI-SLIP QUARRY TILE WITH A MIN.4"COVED BASEAT WALLS #3 @ 12"O.C. 13.ALL WALLS EXCEPT DINING ROOM SHALL BE SMOOTH SEALED DURABLE WASHABLE SURFACE ® / EACH WAY AND FREE OF VOIDS/TEXTURES AND HAVE EITHER A SEMI-GLOSS OR FRP SURFACE 14.EXISTING WALLS BEHIND COOKING AREA ARE STAINLESS STEEL 1 15.SHELVING SHALL BE A MIN.6"ABOVE FINISH FLOOR AND HAVE A MIN DEPTH OF 18" �BE TP SECOND FLOOR PLAN PROVIDED:STAINLESS SHELVING UNITS EQUALING 126 LIN FT AT 24"DEEP-252 SQ FT INSTALL CONSERVAWALL DMENT16.EXISTING JANITOR'S ROOM IS FULL COMPLIANT -___.___ ___ 1.7 •SET• A 17.ALL EXTERIOR AND RESTROOM DOORS SHALL BE TIGHTLY FITTING TO NOT ALLOW (N)230 SERI SUN ROOM DONT REMOVE FENCE 114"=1'-O" ' ENTRANCE OF FLIES,VERMIN OR RODENTS AND SHALL NOT PERMIT ODORS TO ESCAPE AND SHALL HAVE AN APPROVED ADA CLOSURE AND LEAVER LATCHING DEVICE SIDE E L E VATI O SUN ROOM S"CONCRETE SLAB O 18,ALL EQUIPMENT AND FUTURES SHALL BE CABLED WITH A EITHERM.OMBINATION OF THE FOLLOWING:NFS,UL,ANSI,IAPMO,ADAAG,ADA,CSA,EFL,GAS,CSA,PID 6440-10 WWF Q 19.FIRE BLOCKS:FIRE BLOCKING FOR COMBUSTIBLE CONST.MIN.2 x MATERIAL PER UBC 708 3/16 1'-O" $- CUP RTI N O 1 20.SAFETY GLAZING(TEMPERED) a.SAFETY GLAZING c 60'ABOVE TUB/SHOWER DRAIN #3 @ 12-O.C. b.ALL DOORS WITH GLAZING/UTES FOUNDATION P Building `� 'a'''"+ ''-X 2'DOBBIES !0 O c.ALL GLAZING LESS THAN 60"ABOVE A STARWAY LANDING'AND"LESS THAN 60"HORZ.FROM IAND'GO /D� I ,y rr,N 5"SAND LL. d.ALL GLAZING LESS THAN 18"OF FF e.ALL TUB/SHOWER ENCLOSURES nn I.WITHIN 24"OFA DOOR ���7NT /'� MINOCT Z .r...�..T., I I I - SO L REED 21.STUCCO a.FLASH AND CAULKALL WINDOWS 8„ LLI b.SELF FURRING LATH:LAPS SHALL BE 6"VERT.LAP 8.3"HORZONTAL LAP U y U c.7/8"THREE COAT SYSTEM,OVER MANUFACTURED SELF FURRING LATH w REVIEWED FOR CODE G PI..fAIMW TOE-DOWN Z U d.WATERPROOFING 2-LAYERS OF TYPE-D"PAPER,IF LATHE IS OVER SOLID SHEETING - 22.BATHROOM/KITCHEN: Z �D u DINING ROOM Reviewed By Tlf/7 W J Q o �E.qNT� 0 (� Z a.SHALL HAVE HIGH EFFICACY LIGHTING WITH OCCUPANCY ON AND OFF AUTO SWITCHING PER 2011 CBC TITLE 24 ENERGY CODE to b.EACH ROOM SHALL HAVE FLOOR DRAIN W/rRAP PRIMER FED FROM V/ C A NEAR BY SINKTAIL PIECE LU c 23,VENTILATION: �N/ , 0 a.ALL RESTROOMS SHALL HAVE A MIN.OF 6 AIR CHANGES PER HOUR w = a TM 6L T W b.SEE MECHANICAL PLANS FOR HVAC SYSTEM SPECIFICATIONS Lu H MENT DEPARTMENT V, 24.ROOFING: Q I I DI PERTINO LU a.COMP ROOFING MIN.SLOPE 4:12,OVER 300 FELT,OVER SOLID SHEETING Q d O b.TILE:MIN SLOPE(PER MANUF.)300 FELT,ALL ROOF JACKS TO BE LEAD O Q CO) -1 LU 25.GRADINNl G TO MAINTAIN 5%1ST 10'THEN 2%POSITIVE DRAINAGE TO PUBLIC WAYS = _J a/ 26.G.C.TO SECURE PROPER TEMPORARY POWER AND SANITATIORESTROOM O 3 co O K Z This set of plans and specif atio MUST be kept at t 27.G.C.TO SECURE CFO AND ALL UTILITY ACTIVATION AT COMPLETION = u NOTE!Thresholds at doorways shall not exceed 0.25 inches in height for V j z H . w jbe ob site during constructio It is•rfllawful to make any sliding doors .r a c U changes or alterations n same,or to deviate and 0.5 inches for other doors to any landings. ,�. U) 0 therefrom A stair with a single riser or two risers and one tread requires a tread depth Z ap a Y ,without approv I from the Building Official. of 13 inches and a maximum riser height of seven inches(1003.5) ... 3 The stamping of this plan aq I specifications SHALL NOT t f SITE DATA = e Id to permit or approval of the violation 5'-3 3ra" Lor 2,107 SO Fr any r s ce or State Law. %, (E)WING 1,404 SQ FT --- W j N P I 0) (N)SUN RM 128 SO FT v v v- y y D TE y 03 u Q O GARAGE 397 SQ Fr SCOPE OF WORK UP �� y I? RMITN y `� IW3 O,O(?�1- y y W C d A PORCH -_ 12 SQ FT y v v v W O TOTAL 1,941 so FT 1. INSTALL PRE-ENGINEERED W W W --y- J - W W - --- IM 1 ' COVERAGE 1,637 SO Fr 16' x 8' 230 SERIES SUN ROOM "�'�' �� y ZONING RIC-7.5 HOA DRIVEWAY SHEET CONST. VB to y SITE & 1st FLOOR PLAN INDEX SEE SHEET "1 " OCCUPANCY R30 SPRINKLERS NO 1!4"=1'-0" IAPMO EVALUATION SERVICES REGARDING FOUR 5EA5ON5 SOLAR PRODUCT5 EVALUATION REPORT # 0 1 1 0 FOR THE FOLLOW) G 5ERIE5 : s HA T HT EAVES- o 230 SUN � 5 DES RAIG 230 5UN 4- SHADE CATHEDRAL 230 SUN * STARS 5TRAIGHT SAVE c 230 SUN * STARS CATHEDRAL o" g 230 SUN * STARS CURVED EA VE 230 5UN 4 STARS VICTORIAN a DRAWING 5ET5 CONTAINED WITHIN TH15 EVALUATION REPORT ARE A5 FOLLOWS: GENERAL INFORMATION: DWG #: GENERAL-01 THRU -27 >�} SPECIFIC MODEL DWG #: CUPERTINO ' I r Building Departren e MODEL 230 SUN * SHADE STRAIGHT SAVE: DWG #: SHADESTR-O I THRU - 19 I �I MODEL 230 5UN * 5HADE CATHEDRAL: DWG #: 5HADECATH-01 THRU -22 I I OCT 2 i 2013 MODEL 230 5UN 4, 5TAR5 STRAIGHT EAVE: DWG #: 5TARSTR-0 I THRU - 1 9 - cl1 FOR •.�L7E �.C.}NipLiANC " � MODEL 230 5UN * 5TAR5 CATHlE1r,�.��v EDRAL: DWG #: 5TARCATH-0 I THRU - 19 ' F-- MODEL 230 SUN * 5TAR5 CURVED SAVE: DWG #: 5TARCURV-0 I THRU - 1 7 rev e:rea �'y �c.�.� RT 1W MODEL 230 5UN * 5TAR5 VICTORIAN: DWG#: 5TARVIC-0 I THRU - I G a "n WHEN UTILIZING TH15 REPORT, ALWAYS INLCUDE DWG#: GENERAL, ALONG WITH THE PARTICULAR MODEL BEING CON5TRUCTED Q Lu dt O DRAWING # DRAWING TITLE DRAWING # DRAWING TITLE DRAWING # DRAWING TITLE j U w GENERAL-O I COVER SHEET GENERAL- 14 ALUMINUM COMPONENTS GENERAL-22 WIND/SEISMIC CHART & TALL WALL GENERAL-02 GENERAL NOTES GENERAL- 15 FOUNDATION DETAILS (CATHEDRAL MODEL) GENERAL-03 ALUMINUM COMPONENTS GENERAL- 16 RIDGE CONNECTION DETAILS GENERAL-23 WIND/SEISMIC CHART 9' TALL WALL REV. ft ah ar GENERAL-04 ALUMINUM COMPONENTS GENERAL- 17 CHART INSTRUCTIONS (CATHEDRAL MODEL) GENERAL-05 ALUMINUM COMPONENTS GENERAL- 18 WIND/SEISMIC CHART 7TALL WALLS GENERAL-24 FOOTING CHARTS DEAD/LIVE LOADS GENERAL-06 ALUMINUM COMPONENTS (LEAN-TO-5 * CONSERVATORIES) GENERAL-25 FOOTING CHARTS WIND UP-LIFT GENERAL-07 ALUMINUM COMPONENTS GENERAL- 1 9 WIND/SEISMIC CHART 8' TALL WALLS GENERAL-26 FOOTING CHARTS DEAD/LIVE LOADS GENERAL-08 ALUMINUM COMPONENTS (LEAN-TO'S * CONSERVATORIES) (CATHEDRAL RIDGE BEAM POST) REVIEWED BY: As GENERAL-09 ALUMINUM COMPONENTS GENERAL-20 WIND/SEISMIC CHART 9' TALL WALLS GENERAL-27 FOOTING CHARTS WIND UP-LIFT DWG. BY: RD GENERAL- 10 ALUMINUM COMPONENTS (LEAN-TO'5 t CONSERVATORIES) (CATHEDRAL RIDGE BEAM POST) DATE: 1-1-2011 GENERAL- I I ALUMINUM COMPONENTS GENERAL-21 WIND/SEISMIC CHART 7TALL WALL DWGt GENERAL- 1 2 ALUMINUM COMPONENTS (CATHEDRAL MODEL) GENERAL-01 GENERAL- 1 3 ALUMINUM COMPONENTS OF 27 GENERAL NOTES 1. DESIGN LOAD5 A FOI INnATION-ci STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOAD5 AND 1, FOOTING DESIGN 15 BASED ON MINIMUM ALLOWABLE 501L BEARING PRESSURE OF I OODP5F. THE FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE 2006 IBC, 2006 IRC, 2009 IBC, 2009 IRC 2. VERIFY IN FIELD THAT FOUNDATION 501L 15 NON EXPANSIVE. 2007 t 2010 CALIFORNIA BUILDING CODE5.BUILDING CODE: 3.WHERE SUPPORT PROVIDED BY A CONCRETE SLAB WITHOUT FOOTINGS 15 PERMITTED BY CODE,THE CONCRETE SLAB (NEW OR EXISTING)SHALL BE IN GOOD SOUND CONDITION,HAVE A MINIMUM COMPRE551VE I. ROOM SPECIFICS: STRENGTH OF 3000 P51, HAVE NO EVIDENCE OF CRACKING,WATER SEEPAGE,OR A)ROOM DEAD LOADS: F � UNSTABLE FOUNDATION CHARACTERISTICS AND HAVE A MINIMUM THICKNESS OF 3 112'. ROOF: 7 PS WALLS: 5 5F C FLOOR: 5 P5F B. EXISTING 5TRUCTURP5 2. IMPORTANCE FACTORS:WIND(1w) = 1.0 1. THESE STANDARD PLANS SHOW MEMBERS,CONNECTIONS,AND ALLOWABLE LOADS FOR THE SNOW(15) = 1.0 PRODUCTS REFERENCED WITHIN. THE CONNECTIONS PROVIDED ARE BASED ON THE CAPACITY 5FISMIC(le) = 1.0 OF THE STRUCTURAL COMPONENTS IN THIS REPOKI. THE CAPACITY OF THE SUPPORTING STRUCTURE 3.SNOW LOAD: (SEE CHARTS) (WITH THE EXCEPTION OF FOUNDATIONS,AS DEFINED IN GENERAL NOTES A.3. t L.I.C.)MUST BE 4.ROOF LIVE LOAD: 10 P5F OR 20P5F EVALUATED BY OTHERS. THESE LOADS DO NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS 5.WIND LOAD:(SEE CHARTS), WIND EXPOSURE:SEE CHARTS Pilo CREATED BY ATTACHMENT TO THE EXISTING STRUCTURE. THESE SPECIAL LOAD CONDITIONS MAY G.OCCUPANCY CATEGORY 11. C V, 7• WIND EXPOSURE INCLUDE SNOW DRIFTING OR UNBALANCED SNOW LOADING. ANY SPECIAL CONDITIONS MUST BE Gw EVALUATED BY OTHERS. a. EXPOSURE B:WHEN WIND SPEED 15<OR EQUAL TO 110 MPH A c I,.EXPOSURE C:WHEN WIND SPEED 15> 110 MPH. 2. CONNECTIONS A55UME ALL WOOD FRAMING HAS MINIMUM SPECIFIC GRAVITY G=0.42. 6. INTERIOR PRESSURE COMPONENT a. ±0.18 WHEN WIND SPEED 15 <OR GREATER THEN 110 MPH C.STRUCTURAL STEEL b. ± 0.55 WHEN WIND SPEED 15 > I 10 MPH 1.ALL STRUCTURAL STEEL CONFORMS TO A5TM A36 OR A5TM A572 GRADE 50. 9. SEISMIC a.55 t 51-A5 DETERMINED BY LOCAL REQUIREMENTS D. ALUMINUM b.SITE CLA5-AS DETERMINtD 5Y LOCAL REQUIREMENTS 1. ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY AND TEMPER c.5d5 t 5dI-SEE CHARTS EXCEPT AS NOTED IN THE PLANS: d. SEISMIC DE51GN CATEGORY-D CUPERTINO 2. ALL STRUCTURAL ALUMINUM WORK CONFORMS TO'PART I-A-SPECIFICATIONS FOR ALUMINUM 5TRUCTURE5- e. BASIC SEISMIC FORCE RESISTING SYSTEM LIGHT GAUGE FRAMING WITH SHEAR WALLS aVR=I.0 � Building Departrnen, ALLOWABLE 5TRE55 DESIGN'OR'PART 1-5-SPECIFICATIONS FOR ALUMINUM STRUCTURES- BUILDING LOAD AND RE515TANCE FACTOR DESIGN"OF THE ALUMINUM DE51GN MANUAL EIGHTH EDITION, EFFECTIVE JANUARY 2005. J. ABBREVIATIONS ! I t� 3. IN ALL IN5TANCE5 WHERE ALUMINUM COMES INTO CONTACT WITH 51 W., PROVIDE DIELETRIC SEPARATION AS NOTED IN THE LLWI F ONG LIST OF ABBREVIAI"IONS 15 NOT INTENDED TO REP 105E IP ON THE ALUMINUM CODE.. THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE COMMON ABB !J ED: fi►► " 4. ALL EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT. COLOR TO 15 COORDINATED WITH MODEL AVAILABILITY. 1.TYP. -TYPICAL 2.SIM. -51MIUAI2 �EVIEVVF-U FoFi u0DE UUMPI LANCE LU E. FA5TENER5 3. LION -UNLESS OTHERWISE NOTED 1. ALL LAG BOLTS SHALL CONFORM TO A5TM A307. 4. CONT. -CONTINUOUS < t711, � O � 2. ALL LAG BOLTS SHALT.HAVE A MINIMUM EMBEDMENT OF 8x BOI.T DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.) K.CONSTRUCTION SAFETY Reviewed B)' Z 3. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER1.THESE D WIZ -1NGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING 4 GUYING OF FRAMING Q IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. AGAINST WIND,CONSTRUCTION LOADS t OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED 0C 4, ALL EXPANSION ANCHORS SHALL BE 318"DIAMETER x 3 112'HILTI KWIK BOLT T2,PER ICC-E5 REPORT E5R-1917. FOR THE SUPPORT OF THE FRAMING. LU 5. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ARE HILTI-KWIK PRO-SELF DRILLING STAINLESS STEEL SCREWS PER ICC-E5 REPORT E5R- 2 196 UNLE55 OTHERWISE NOTED ON PLANS. L. PATIO COVER 1.WHEN USED AS A PATIO COVER THE ROOM CONFORMS TO ALL APPLICABLE PROVISIONS OF EITHER: F. 5EALANT a. APPENDIX H OF THE 2000. 2003, 2006, 2009 IRC,OR 2007 t 2010 CBC WHICHEVER IS APPLICABLE. 1. ALL SEALANT CONFORMS TO TT-5-001543-A, TT-5-002306, A5TM C-920 TYPE S, b. APPENDIX I OF THE 2000. 2003, 2006, 2009 IBC, OR 2007 t 201 O CBC WHICHEVER 15 APPLICABLE.. GRADE N5,CLA55 25. M.WALL PANELS 1. ALL WALL PANELS SHAI I.HAVE THE FOLLOWING MINIMUM PROPERTIES: G. DEFLECTION CRITERIA a. ALUM: ALLOY 3105 H-254 REV• No DAZE I BY 1. ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM DEFLECTION LIMITS: 0.024'EMBOSSED THICKNE55 LL DL + 5L 0.022'BARE THICKNESS a. STRUCTURAL ALUMINUM: ------- V 120 b. FOAM: 1.0 PCF DENSITY FPS b, PANELS: V 120 r.. (41IJF: MORAD M-640 AND M-G-12 STRUCTURAL ADHESIVE PER ICC-E.5 c. WOOD: V 180 V 180 EVALUAI ION SERVICE REPORT NUMBER ER-5831,AS MANUFACTURED BY ROHM t I1A55 INC.,WOOD5TOCK,IIIINOI5. %1 1 d. GLA55: U175 ------ i N. GLA55 - REVIEWED BY- AS 1. ALL ROOF GIA55 SHALL BE DUAL PANE IN5UTATED GIA-55 '%d'THICK WITHYa"THICK TEMPFRFf)GLAZING ON BOTH FACES. J- I ,� M. BY.- RD O.ROOF PANELS DATE: 1-1-2011 1. FOR ROOF PANEL INFORMATION SFE:5FPARAI F APPROVED F.VALUAI ION REPORT. P.CON5FRVADFC.K DWGJ: 1. 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A-14HJ P/N: A-14N 16 P/M A-7DJL P/I�k A-7DJR 17 MATERIAL 6063-TS }6 MATERIAL E V I EVVE'G F U`� l;Ci D E (:U P L lit ni E 6063-Ts 6063-T6 / / 71 REVIEWED BY:AS DWG. BY: RD DATE: 1-1-2011 DWJ: GENERAL-04 4 OF 27 0-t , 3.031 _ 1.125 9.069— ° �.�.I —0-187 0.415 I-- ��1 _ 5 _ 1.125 4 I IL - — .Xp on� ! � ° - P z 1.125 0 2: 7-12.907 0.187 0.465 1282 I.a54 3.0 --0.187 ° 2S c 3.069 SLIDING WINDOW DUAL SLIDING WINDOW DUAL SLIDING WINDOW HEAD INTERLOCK STILE 20 DUAL SLIDING WINDOW SILL 21 P/ILE/R7►L O INTERLOCK 18 P/N: A- P/N: A-75D $ o MATERIAL60663-MATERT5 6 t 71r.R�ITA51. 6063-TS MATERIAL- 6063-T66 1.875 —4.373 ° bt I2.709 1.664- 0.187 .664 A 0.187 O 4n % - 0.060 end _ Irl in �� �Lo- o �l o —0.060 0 1- 0306 f cv 1Z 1.125 1370 0300 t 0300 2 0.060 3.031 0.070 3.021 OD70 0.070 3.021 -0.070 Q O DUAL SLIDING WINDOW 3318 3.161 O P/Nk A 7TL5 24 P/Nk A7-LITY LOCK STILE LMLITY 144 �/ t�� O FIXEDVE73E.3756/12 FIXED EAVE 7/12 U MATERIAL ® P/M A-7E7B 60 MATF.RW. '� 600sA-T5 6�06�3-T5 � CUPERTIN Building nepa 4.383 ° No. WE BY NOTE! r I' OCT 2 1 2013 r ALL?FLl3aAAL DiiEAiCS -T- I I�RD5E6 A1�I�aoICFN I EVV E L) FOP. CODE C U N P L N C F aR 1241 t r, r t Revie,rea 3y jN REVIEWED 8Y:AS 0.060 3,031 0.069 DWG. BY: RD ADJUSTABLE EAVE TOP 3.151 ALL IMUMA.DGEAICS DATE: 1-1-2011 SFIOWIJ ON DRAWW56 FOR 27 P/Nk A-7ETB ADJUSTABLE EAVE BOTTOM �/ i�� MAL PLFAO5E5 DWG/: P/N: A-?EB GENERAL-05 6o63-rs 1i���, 6005A-rs 5 OF 2 7 / X11 or �1 1.710 f 0�1 ° 0.160 O FF�o M Q 0.050.080 8 cv W �1 ► 1.710 ___L .� / 0.070 3A21 _ 3.048 0.093 • /Y f % 3234 - 3.10.070- - % 1 I RAFTER STIFFENER p�q EAVE / SABLE P/M A-4858 $ 38 c 1 MU110N O FIXED PAVE 5.81/12 GLAZING BAR a a D�A-7EVL 'f �` ® P/N: A-4GNA/► 31 32 P/M A-4W-X MATMAL O PN. A-7E78 O M/1TER1 MATERIAL MATERIAL MATERuI Wou-T5 �- 6005A-T5 6063-TG, 6005A-TS 6005A-T5 2.000-1 t-2.000-1 { 2.000 2.000 T , or 1.710 1.710 g $ g �j 1 � 6 � 0.125 ° o R 0090 CY140 on ►zu 1 ° 8 0.1 z 1 0 ° $c OGLAZING o BAR GLAZINGVY D/N: A-4GBA O MZfA-4FBA O3" P/M A-5FB3 37 3"LKHT GLAZING,BAR U P/M 51-153 5"HEAVY GLAZING BAR MATERIAL MATERIAL MATERIAL O 5"LIGHT GLAZING,BAR O P/N: A-5GB5 6005A-T5 6005A-TS 6005A-T5 6MATERRIT9 P/N: A-51-55 CUPE -`-` MATERIAL Buildinq Depar!me DATE er 6005A-T5 -t NOTE! ' OCT 2&L INEW BREWS 1UW BRIDGES Aft b �` '•� REVIE1/11E1--, FOR CODE CLI-' -P; nN t 1 , Revievved By REIAEWED 8Y:AS ALL DWG. BY: RD SHOW ON DRAYVNIjaK� DATE: 1-1-2011 PETAL PJ*VjE5 GENERAL-06 6 OF 27 3.070 2574 0.050 2.970 0.050 0.125-1 v r 0 � i1 � � ~ o - R o c� — 1--0.1 .703 0 0560-�---� 1 gilt 2 '� `� MJNTIN SETTING BLocV '- H 5U HEAD 6ABLE O _ _ P/N: W 1023E all l O P/m A-7AH 41 P/N: A-126F MATERIAL MATERIAL ' p` POM lit 6063-T5 6063-T5 2.574— E o wQ EAVE CLIP M a. 42 P/M ON 13004 q 3.721 0.976 MATERIAL p 6005A-TS 0.090R1 2.440—3.541— 0.090 -.`� �� o 0.498 N 1 1.710 $ RO 2.138 1.743 O } _ r O I b73 1 0.062 3597 0.062 GLAZING GAP 1- - 3.721 4S P/N: A-46C8 O GABLE ADD-ON MATERIAL 0.465 n1 V— WALL 3.065 P/Nk A-126P BAR ORIDGE ANTERIAL O P/N: A-6WElB O 47 P/N: A-61FR6 6063-TS z MATERIAL MATERIAL � LLy 6063-T5 6063-T5 z Z 2.188 3 O CUPERT( 2.000--} , i, f Buildinq Dopa t, I V ® �' OCT 2 .� 20134 ® REVIEVVEi. FOR COUE COfv- ' I DATE BY NOTE! 0.062 0.125-I� I----2.I25—I bovGf3&4&NEWS ETMAM Woomm = -1. -Lff.,, - -C�483--I :1 RIDGE LEDGER I -- -- -- REMEWED BY: AS R10 DWG. 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BY: RD 85 " 3" ROOF PANEL BEAM 4" ROOF PANEL BEAM DATE: 1-1-2011 4 ROOF PANEL FASIA 7 ROOF PANEL FASIA 6063-5 O P/Ak A-74RF Q P/N: A-77RF O P/Pk A-73R8 O P/nk A-74M p DWG/: MATERIAL r"A' '� ► GENERAL-12 606345 MATERIAL 6005A-T6 6005A-T6 6063-T5 12OF27 7.b 10 3.000 c; c 5.614 F x 5.000 O' 0.0% 0.094 p a g O' 4 r 0.156 � �� 'r r r" 0.100 O O' 2.688 2.688 4.000 4.000 kn g 2.812 ZQ 7" ROOF PMM SEAM O 3"FIXED RIDGE —4.000— P/M- A-7789 q I P/M M73612 O4"FIXED RIDGE MATMAL L PX A-74GR 7 FIXED RIDGE 6005A T6 6063-TS 93 P/M A-TlF CUPEFOINI 6063-TSI MATERIAL B u i!din 9 D p 3 e nt 6%3-TS OCT 2 '1 201 REVIEWE�-, FJtK GODE CON/ NOTE! , Revievied By ALL THERMAL mss- - BRD6E6 ARE BROM 0 REVIEWED BY:AS OWG. BY:RD �OW MANW5 � FOR DATE: 1-1-2011 DETAL PUa)06B DWG/: GENERAL-13 13OF27 i 6.382 � OSA o� 5.606 g osti A o o' o• Tifab3 0 0' I__ 3b20 f` 3.62b V FE-MALE 3• MALE 4"FF-MALE 4•MALE r O q ® FE-MIE r MALE W ADJUSTABLE ADJUSTABLE RIDGE APJUST CDGE ®ADJUSTABLERIDGE P/NP� RI P/ 4PHRI Z MATERIAL 6063-TS 6063 TS 6063-T9 ku 606345 6063-T9 MATERIAL z Z CUP I� Building �enl V OCT 2 i 2013 0 1.499 REVIEVVE0 FOR GORE CO VIP IANCE frp-3.321- Revie�veu dy �� Br oNOTE! , o RIDGE GAP ALL TME{L,BREW3 O P/N:A-4RG7 DREGE5 Aft MATERIAL �/ �� 6063-TS REUEWED BY:AS DWG. BY: RD SHOWNAl DOWL� DATE: 1-1-2011 ON PETAL RX3VSE5 DWG/: GENERAL-14 14 OF 27 ANCHOR BOLT C ANCHOR BOLT (AJT51DE EDC:E ROOK 5LAB OU751DE EDGE SF.F.NOTE I's 2 M ti OF 5LA5 OF SLAB in i I iDIAMMKAI{CHORBOLT MI MINIMUM 7 LI P.MSt•DMENt(OltON � EAGu SIDE Of LITE .C. RIDGE-BF.AM 5UPPORT TE I1 t� 16'D.C.. UTILITY x ` I COLUMN PLAN VIEW FOR ADDITIOIIAL INFORMATION COLUMN COLUMN(75P) I 5EE GENERAL NOTES N I FLAN VILW OUT5IDE EDGE 1 5EE AUDL INFORMATION OF SLAB 5EE I @CENTER OF 5LA5 a I A 1 = p FIN15HE0 PINLSHED I 15 - - --- --L O h P. GRADE CADS z p, SRao • ANCHOR BOLT uWi 4 A .• • • • .•I•• . (TYP) N • t 6 MIL VAPOR BARIf:R RS 7_.Itn � r--------------------- p COMPACTED 1 PLAN VIEW #N .,•• .• FILL �� �/� ..•• ,• I 1 to ITl m •4 'DIAMETEREAC-Ji SIDE OF LITE I k AI f IOL BOLT • .41- ZM4 CAI�ILIN'JOU`r •.;i--� • )} wd MIN!MUM 2.i EMBEDMENT IONE OII N • ` • PI�151tED FOR ADDITIONAL INFIORMAT,ON C m 3•C:LR. 03 0 48'O.C.TIES I` GRADE SEE GENERAL 40TE5 SET!NOTE 4 - - - 12'�IIN �J tl • ----------------- A TYP PERIMETER FOUNDATION DETAIL(LITE H) ! 0 1 TYP PERIMETER FOUNDATION DETAIL(UTIL. H) N /� z I 1811 1(1 ecru ' 5 �_ � • •!. �/� �S MIL VAPOR BARRIER�oo • , / PERIMETER F7C. CCIMPAC?ED w 4-M4 DOwEL5 ^!L u •A BEYOND a EACH COu1MN POR:'1JOt INroRMnT1ON � ..�...+.... 4J 2'.0-rACI WAY CHICKENED EDGE OF COLIAM 9EE C SD z PLe SLAB REO'D ONLY CA4 rOOTi t FOOTING OVER FOOTING I 15 3'C;.R. 3 F w FINISHED 1 5EE NOIF'1"t 2 a'— (< GRADE WEND FERIMETER �f t��[� JI�1 NOTE F00TINC.REINF(1RCE L1 11��(� Fjy1 •• a • ,. TI IRU 3ulidi�" "J�p erg • a I . 5EE FOOTING CHART5 ON DRAWING5 q ` f Nit "GENERAL-2411 # "GENERAL-26" FOR C TYP CATHEDRAL ROOM RIDGE BEAM 5UP FOO I I a P • GRAVITY LOAD REQUIREMENT5 . i 9'IM)N.I 5EE FOOTING CHART5 ON DRAWINGS REVIEWED FOR CODE CUivio 4% X Vf NN 2•cLR IM �,.'� "GENERAL-25" # "GENERAL-27" FOR • i. • ,' WIND UP-LIFT LOADING REQUIREMENT5. Reviewed 8y 2. FOOTING 15 NOT REQUIRED WHERE COLUMN LOAD 15 LE55 THEN 750 #'5 WHERE LOCAL uP FR05T LINE 15 ZERO. REMEWED BY:As 3-14 LK71 W,1Y 5171.NOTr•I 12 DWG. BY: RD DATE: 1-1-2011 /D"-\ ALTERNATE FOOTING DETAI. Dir GENERAL-15 15 OF 27 FLASHING NEW PLYWOOD EX15TING (BY OTHERS) SHEATHING,TO ROOF FRAMING WIND 5PEED(MPH) FA5TENER SPACING DENOTES PORTION MATCH EX15T. .� OF EX15TING FRAMING FASTEN TO END 85 Exr q (2)@ I G'O.C. ® A TO BE REMOVED OF RAFTERS wl 3 ROWS 8d 90 rxr 5 (2)@ I G'O.C. NAILS CUPER 100 Gcr B f r l®6'O.C.S-nGG[Rtn Building De, :05 D(?N (1)A 9'0.C.5TAGGF.RED F � NEW FOUR I 110 rx?c (r)w 4.0.c.STAGGERED 5EA5ON5 ROOF PANEL rx YZ :20 EXr c (1)S 4'O.C.5TAC CERED R E V I E'U V1 EU FQF, l� ' LvL)E •: �� . (�• NEW SIMPSON STRONG TIE H2.5 HURRI ANE 129 Exp c (1)0 4'0.C.5"AGGERF.17 b Reviewed 8 i. C c r .. ANCHOR AT EACH RAFTER :30 Ex c (1)0 4.O.c.5TAGGERtn1` c NEW(2) 2x8 LEDGER FA5TF.N w/(1)i DIAMETER LAG BOLTS i e N Q NEW FOUR 5EA50NS RIDGE wJ MIN 3"EMBEDMENT TO ENDS 140 rxP C (1)ER +'o.c.sTAGGEREn NOTE: A5TEN TO(2) 2x8 LEDGER WITH OF EXISTING RAFTERS @ 16"O.C. AND TO ` 2 I'-d'I. ROOF PANEL 5PAN5 LIMITED A5 FOLLOWS: ® a. DIAMETER LAG BOLTS wJ MIN 3' EXISTING TOP PLATE Q 6"O.C. 45 W C (1) 4'O.G.5TAGGERED EMBEDMENT IN ACCORDANCE TO SPACING (COUNTER5INK BOLT5) 1, b. 1 9'-O" SHOWN IN ADJACENT TABLE 1 so Ex'c (I)®4'o.c.sTnGGERPn c, 18'-0' .c. 14140" �� A TYP SUN 4, 5HADE STRAIGHT EAVE CONNECTION DETAIL AT EXIST STRUCTURE BEAM POCKET ►' 13'- 16 NOT 0 SCALE 5EA5ON5 ROOM FOR ADDNEW FOUR 'L INFO. C NOTE: 5EE 16 2 &b I. WHEN FASTENING TOM 50NRY OR CONCRETE, FASTEN 5UNROOM RIDGE DIRECTLY TO MA50NKY WITH (2)S'DIAMETER x 3"LONG HILTI METAL HIT ANCHOR (2/J.'MINIMUM EMBEDMENT)AT 8"O.0 STAGGERED. 2. DO NOT FASTEN RIDGE DIRECTLY TO MASONRY VENEERS. -------- _ _ z 3. MAXIMUM ROOM PROJECTION IS 16'-O'. — NEW OR EXISTING LU � Q 4. SPECIAL LOAD CONDITIONS CREATED BY SNOW DRIFTING OR CRICKET FRAMING IN 0 UNBALANCE SNOW LOADING MUST BE EVALUATED BY OTHERS. NEW FOUR SEASONS RIDGE ACCORDANCE IN FOUR SEASONS W BEAM t CONNECTION '��� DP TO __________ 1 LOCAL BUILDING GODS RIDGE SEE 5UNROOM DETAILS F ru��} �. tU FOR ADDITIONAL INFORMATION J EXISTING Q ROOF FRAMING >+✓ FOUR SEASONS NEW SHEATHING TO MATCH EX15TING ROOF PANEL TRIM SHADED AREA SHEATHING 1`0 EXTEND TO TOP OF EX15T OR GLAZING BAR (, L AS REC�'D TO FIT WALL SHEATHING � GO ��-��• Q TIGHT DENOTES PORTION Q[ OF EX15TING FRAMING DIAMETER THRU TO BE REMOVED BOLT(EYP) �� • • � ��s� .. REV. No. DATE WY -"SHIM(TYP) f'' • a ' FOUR SEASONS ROOM RIDGE BEAM (4)2x4 STUD COLUMN ►" NEW OR FX15TING GABLE END WAIL IN ACCORDANCE CUT CENTER COLUMNS TO LOCAL BUILDING CODE. PROVIDE MINIMUM TO FIT TIGHT BELOW 5UNROOM RIDGE BEAM. 3-2x-{ STUD COLUMN (MIN.G=0.49) @ 5UNROOM RIDGE BEAM CUT EXTERIOR COLUMNS IN ALL INSTANCES. STUD COLUMN TO BE ADEQUATELY FLUSH WITH R C OF SUPPORTED IN WALL BELOW, REVIEWED BY: AS 5UNROOM RI[)GF BEAM , 1 DWG. BY: RD C 5UNROOM RIDGE BEAM SUPPORT B TYP 5UN 4 5HAE)U5TAR5 CATHEDRAL MODEL CONNECTION AT EX15T 5TRUC '; DATE: 1-1-2011 u0'TO SGALF 16 NOT TT)'3CAIf. NOTE: _ DWGI: 1 . SPECIAL LOAD CONDITIONS CR.CATLD BY SNOW DRIP-TING OR 4* GENERAL-16 UNBALANCE SNOW LOADING MUST DE EVALUATED BY OTHERS. �1 16OF27 e EVALUATION REPORT-HOW TO U5E o THE REPORT DRAWINGS ARE BROKEN INTO TWO PARTS �`- CUPERTINO PART I: CONSISTS OF GENERAL DRAWINGS WHICH ARE TO BE UTILIZED FOR ALL ROOM TYPES. �R~ _I Ruildinq Department y PART 2: CONSISTS OF SPECIFIC ROOM DRAWINGS FOR THE SPECIFIC TYPE ROOM TO BE UTILIZED. j'� o I� ._.s OCT t 11U1� y wig THESE TWO SETS OF DRAWINGS WILL BE USED A5 FOLLOWS '1 E V I E A/E IJ F O R CGDE COMPLIANCE jig ewewea By e : ,y 02 1. LOADING o A. DETERMINE THE FOLLOWING APPLICABLE CODE LOADING CRITERIA. • ROOF LIVE LOAD 0*0 • GROUND SNOW LOAD G)I5F) • WIND I. SPEED QrPH) 2. EXPOSURE CATEGORY 02B;I T ASSUMES B EXCEPT WHEN WIND SPEED 120 MPH MID UP THEN ITS C). 3. WIND BORNE DEBRIS-TABLES PROVIDED WITHIN ESR HAVE INCREASED PRE55URE5 FOR PARTIALLY ENCL06ED DESIGN CRITERIA ONCE WIND SPEED 15 EQUAL TO OR GREATER THAN 120 MPH. • SEISMIC 1. Ss VALUE NOT TO EXCEED 1.5) 2. SITE CLASS (ASSUME D) 2. FORCES A. CONVERT LOADING CRITERIA DETERMINED ABOVE TO DESIGN VALUES. • ROOF LOAD-SAME AS ABOVE • GROUND SNOW LOAD- CONVERT TO FLAT ROOF LOAD NOT INCLUDED IN THE SCOPE OF THIS REPORT) OR USE GROUND SNOW LOAD A5 ROOF LOAD (REPORT DOES NOT ACCOUNT FOR DRIFTING). • WIND SPEED-CONVERT TO PRESSURE USING TABLE G ON GENERAL-18 THROUGH GENERAL-23. O 3. ROOM SIZE PERAMETERS UTILIZING CHARTS ON SHEETS GIE ERAL-18 THROUGH GENERAL-23 z U A. CHECK ROOM SIZES BASED ON LATERAL CAPACITY FOR WIND AND SEISMIC. Q NOTE: LATERA. CAPACITY C70VERNIED BY COLUMN CONFIGURATION, EAVE HEIGHT, AND WINDOW WIDTH.) pC • WIND Z I. CHECK MINIMUM ALLOWABLE WIDTH BASED ON PROJECTION AND WIND SPEED USING CHARTS • BASED ON GIVEN PROJECTION AND WIND SPEED, UNIT WIDTH MUST BE EQUAL TO OR GREATER THAN VALUE SHOWN IN TABLE. • SEISMIC I. CHECK MAXIMUM ALLOWABLE PROJECTION BASED ON MAXIMUM ALLOWABLE Sds VALUE USING CHARTS • FROM GODS INFORMATION, DETERMINE Ss VALUE FOR YOUR ZIP CODE • FROM CHART DETERMINE yds BASED ON SITE CLASS KV. No.I DUE BY • THEN UTILIZING THE CHARTS, DETERMINE THE ALLOWABLE UNIT PROJECTION BASED ON Sd5 VALUE 4. ROOM COMPONENTS? A. DETERMINE ROOF MEM3ER SIZE AND COMPONENT CONFIGURATION • GLASS ROOF-CHARTS ON INDIVIDUAL. ROOM DRAWINGS • SOLD ROOF-CHARTS ON INDIVIDUAL ROOM DRAWINGS. EXCEPT FOR ROOF PANEL SPANS- THESE MUST BE DETERMINED USING SEPARATE EVALUATION REPORT. REMEWED BY: AS 5. FOOTING REQUIREMENTS DWG. BY: RD A. DETERMINE FOOTING REQUIREMENTS USING CHARTS DATE: 1-1-2011 • IF COLUMN REACTION 15 ( 75OWS AND NO FROST LINE, THEN NO FOOTING 15 REQUIRED \0 f DWG • WHEN SELECTING YOUR FOOTING SIZE FROM THE GRAVITY LOAD CHART AND THEN FROM THE WIND LOAD CHART, P GENERAL-17 USE THE LARGER FOOTING 51ZE OF THE TWO CHARTS. s NOTE:: WHEN WIND SPEED EXCEEDS VALUES SHOWN IN THESE CHARTS-51PEGIAL ENGINEERING 15 REQUIRED, OTHERWISE FOUR SEASONS STANDARD PRODUCT SHOWN THE THE DRAWINGS 16 OK. f I 17 OF 27 "d1.7/3■Pa■66 VAX WIN QJW 66 H 25166-.5 1 S"-.751 5"-IjO Ir>1� 13 .� 40 IAX. FpVC❑CiG•'' j NOTE: I.66 VAIAis 640MI IOWA IMALL W COVAM TO M ALOWNU OG VALLM N TIS TAOL/6 me TMI Y&W MT W 12AAL TO OR L06 O "MM"IAR%I401 AILAMpO VALLM 91"N W TANS. to 2.1*VAIJOi L6=7060M ALCM Lam WIN CC*D1TIm UK om wr � z 7— NOD TO QCJLV 19. 1woJcnIoN A.M9!VAW6 AN WLT AFPLICA6LM M67i TM!Mf lDQ'Jh10MLITE 71' LOAD 16 UEM I1M 90 POP.IOM"MT IN"OW LOAD� YANDO N 20 PIF,"0 AL MMAM"M VALLM Pal T14 MUM 6TLL APDL.T OR wrx- ITi1T M AkIVAPb 0 MMM PARAWTW kMT W OVALLNW ON A J06 UTILITY H. MiN.VNn N.ftT G 6PMC.M Wild UTLIBUO MOS 0)TMI Mf IN"SM LOAD NTMI wwT:1 AyOwf.D TOTAL VNWff OF"S 6TRCILW MAX. 7FRONT WALL HEIGHT AND MAX. 9' RIDGE HEIGHT MAX. 7FRONT WALL HEIGHT AND MAX':: �� HEIGHT `' 1n 0 k. U51NG LITE "h" P05T5 ONLY U51NG UTILITY"h" P05T5 i3O! Building Deon e t C (LEAN-TO 4 CON5ERVATORY ROOM 5TYLF-5 ONLY) (LEAN-TO 4 CON5ERVATORY ROOM. t:.;QNLY) q USE THESE CHARTS Y OCT 2 1 2013 WHEN W WIDE WINDOW5 ARE USED USE THESE CHART5EVVcJL_, F' h�. L OJE WHCUIYIPLI EN 4'WIDE WINDOW`' ARE USED WXMM A1.OWAIM Sdb VA L16 MAXMYLMdI AIJOIRABL.E S&VALUES wC wr 64e v i e vve� B y PROJECTION wIVTM MAo" Wlr WK bd. WT) OFT) AJOWAB-8 PROJBCTM WIN M0.1114 l AMIMIA L UNIT WIDTH OA.SW ON V" WT) WT) ALLOWABLE MMdMN WIT WVM BASED ON WND � W UNIT MWM�L -t2 yq WIT MfJNrt�lapf01 1Q Lu MRH PROJECTION WIT WDTN MRH PROJECTION UNWDTM o wa Qom) 14 �'- �' I USE THESE CHARTS O WHEN G'WIDE WINDOWS ARE USED11 t2b f 10 ; 12 M .74 USE THE5E CHARTS MAXIMEH ALLOWABLE 64VAI VALUESIs 12 V.- 14 ~ WHEN G WIDE WINDOWS ARE U5ED UNIT UNIT 946 PROJECTION YAM MAXMjM l� ¢ z MAXM AW ALLOWABLE S&VALUES II VY) (FT) ALLOWABLE z V Q k 12 oAo L"T WIT S& LsQ LJ V PROJECTION WLvw MAX111 m No 12 W) o-T) ALLOWABLE 1 IA 30 Ff. 0167 OAD F=l 14 120 4 a o 11J OO 1 17 15 1 , I mo . 1 10 O p Q �- Z_ W 16 16 10 p Fr_ q 0 12 16 USE THESE CHARTS U5E THESE CHARTS ME Wo, DATE BY 1 WHEN 5'WIDE WINDOWS ARE USED WHEN 5'WIDE WINDOWS ARE USED N Is AQ 22 MAXP"ALLOWABLE S&VALUES 19 MAXM A4 ALLOWABLE Sd&VALUES WIT &&M-sopf. SdA WIT UNIT 5d� V PROJWT1pNXMA4 Do 16 PROrEGTION VA" MAXM.tad 19— Q1T) OWABLE 17 FT) Q-T) ALLOWABLE I 1 REVIEWED BY:AS 14 w ^ I DWG. 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PROACTIDM WDM WAXM�1 PROJCTIDM VA M MAXMtAA WIT WT) OST) N1owAD18 MMT MMJfllbl WT) QR) ALLOwADIF Mpl PROJIGTIOL WT Vfvm MOM PROJICTIOM LW WDM ,^ 0,T) 01T) Fri q-f) ¢ LVL1 O Pt .� > 12 U5E THESE CHARTS U5F THESE GHART5 � 0C WHEN G WIDE WINDOWS ARE U5ED WHEN GUM WINDOW5 ARE U5ED H LU MA(M+LMA A lOWADI.E"VAL L" WXM"AUAWAKM S&VALLM6 kDQ %9)Z = z LW LW S& LUT LUT S&PROJLCTIOM WD1M MAXM�W PROJLCTION WDTH MkK"M -g U O W) QIT) MIMAME WT) OST) ALLOWAIM Q V w 32 36 LU �O kn it pip U5E THESE CHAR.TS U5E THE5r.Cl IART5 Lu WHEN 5'WIDE WINDOW5 ARE U5ED WHEN 5'WIDE WINDOW5 ARE U5ED MAXMJA ALLQwAet E Sdo vAl uEs MAXMrW ALLOWADLE SejAU" `. _ C U P E RT I N m" eT MRT MiT S6 WIT WT =`' ilLlilf ing Depa eni PR0.6Gl M wDrH WAMW PROJICTM WDTH 1 ie=3/ VT) Fr) AU.OK* E aT) FT) e r`om OCT 2 f 2013 1 ' �EVIEI.' _ FOR CODE CUiV PLIA EWED BY: AS eve,.)eci BY: RD DATE: 1-1-2011 DWG#: GENERAL-20 20 DF 27 n wrb9■Ps a go MAX p n x m.5M OAY b<�S 6•.' b.M 1%�I.—OM01.29 Z•19 einGe tl omm MAX. NOTE: Z 1.66 VALW&M AOMI OWL M COO�10 M ALLDK#ALA VALLM N M TAKM ORAL.M WUM WM M MNL 10 DM LY 7. IWM M WJMM ALLDNAMD VAX WOMr N M TAML Z.be VALLA Lw MIMSM MOON LWAL OM COOM w Off COO°NW O LD To wow is, M.TAM WLJNO AN OLY APRICAMA MMM RAT M M MSM LITE M. LOAD d UM TNAN 9D PV.MOIL MMT MD?& M LOW FX®! ow 9D PV,M AN9"AL U• VAL=FM M OTOM 91U APPLY DR wen7ow vnD MIT M ALCLWOIJI MM PNVAGWS MW OVALMTV W A Jos UTILITY'H" viv.Uvir lPO.. DAM IML0 ZZ OP MMT NO MM Lob N M "IMI ALLOW WFAL MMMWK O M NMLenaL h G MAX. 7' FRONT WALL HEIGHT AND MAX. 9' RIDGE HEIGHT MAX. 7' FRONT WALL HEIGHT AND MAX. 9' RIDGE HEIGHT U51NG LITE If P05T5 ONLY U51NG UTILITY"H" P05T5 ONLY (CATHEDRAL ROOM STYLES ONLY) (CATHEDRAL ROOM 5TYLE5 ONLY) 115E THESE CHARTS WHEN 4'WIDE WINDOWS ARE USED Aix U5E THESE CHARTS h"M IM ALLOWANS Sdw VALLM WHEN 4'WIDE WINDOWS ARE U5ED MY WIT a& MAXMAUA ALLOWABLE 66 VALUES PMACTIOM WPM MAXMALMAFT) FT) ALLOWABLE J MMNwLA WIT WPM BAS ON WMD Lw UMT Sdo 10 MNbtlrl Lw WPM BAS®ON TWO PROACTM WDTFI MAXMLJwI . WIT mo& wA FT) (PT) ALLOWABI E WIT MWMIEI AAI PROJECT04 WIT WPM FT) OST) MPH PROJECTION LJ Q Tj \Sl ° uJ USE THESE CHARTS � WHEN G WIDE WINDOW5 ARE U5ED 5- 1 0.14 12 MAXbLJM ALLOWABLE M6 VMAJES Z Q USE THESE CHARTS I PROS ION p �� 3V`� �( WHEN 6'WIDE WINDOWS ARE USED FT) FT3 ALLOWABLE <1 14 14 V W MAXM M ALLOWABLE bdo VALES WIT WIT 0.73 PROJECTION WoM MAXMAJM FT) FT) ALLOWABLE ° % V n14 M 14Z 14 13 Is Fr U5F.THESE CHARTS C U P E RTI N16 14 "° °"'� U5F THESE CHARTS r WHEN 5'WIDE WINDOWS ARF US r , v! Ruildinq Dena ent Sdo WHEN 5'WIUF.WINDOWS ARE U5ED wNXMW ALLOWABLE Sds VALJJEy MAXM+LM ALLOWABLE se.VAS b16 4�TION A WON �Y + ,IGT 2 1 FTI er riTION � VI�WE1-i FOR GOC?E OMPLIA WED BY: AS s AK °►r- ►*. lev 'ievrea �� _��� BY: RD . � DATE: 1-1-2011 14 0 pr.My 6DWG#: FE ° GENERAL-21 21 OF 27 e raaAA41 6"<1b 6..S 16b..fs 6..la 6"> as 6"•1.$ ® r- O 1110 MAX. NOTE: tAK ntl!:T 1."YML16 6HOIM An"AWILL If ced M 70 M NLaA7161� � z VAM N rot fAkn UL M.M VA"MLN II 11112101.10 W 1666 THAN lit ANOW/LLAiMII/VMI-1111,611111,11 N 11411 fA" 2.b w"S 0 911111106111111)PON Lw4L as cosmos an oas wr y N1110 TO la6 a TINe VALLr AM CILT AgLA'A U MN Tit MM T MW& �'RO.ernOw UMD M N!6 TOM 60 OW.VM M FLAT IM Oft taAD MIG�AI LITE W-11, I Jim 60 Pr,rot MLO A IJ N"VMM 1101111 M 6M IMI V LL IN~ OR I+VANDLU Wr rot A►AMM6 6001 PAYMeTM16 MW Ii IVALLN1p ON A Joe vA nr ACi1G OYY 17rL0M 7041 Q 7141 MT AD?IIAT►IQIP N 7141 UTILITY'h' u":.drat TOTAL NOW O M 61RLroA. WON ALLQ%1W MAX. & FRONT WALL HEIGHT AND MAX. I O' RIDGE HEIGHT MAX. 8' FRONT WALL HEIGHT AND MAX. I O' RIDGE HEIGHT g G U51NG LITE "H" POSTS ONLY U51NG UTILITY"H" P05T5 ONLY (CATHEDRAL ROOM 5TYLE5 ONLY) (CATHEDRALROOM 5TYLE5 ONLY) USE THESE CHARTS WHEN 4'WIDE WINDOVL5 ARE USED USE THESE CHARTS MAXLt6A ALLOWABLE,S&VA LW �y WHEN 4'WIDE WINDOW5 ARE USED {/r) WT WIT 5& PRO.ICTION vmnH MAX&CM MAX&IIJM ALLGWADLE S&V^AM rT) IFf) AL.OUM" MNIN&M WIT WDM DASV ON WW LW LW PROJECTION! WDM MAX41yll.1 MNN`tSA WR WDM DAIW ON W V WIT MNMeA LTJ LTJ ALLOWAELE WIT MNWt�I Q MPN Pwjw;TION WIT WpM MPH PWACTM WIT WDiH I QT) WTJ PT) FT) .I S �fpr, CAD W � USE THESE CHARTS O 0 WHEN GE WINOOW5 ARE USED r USE THESE CHARTSalk,-Ila I ML OyrAEI E VALlEs IU Q J 12 WHEN 6'WIDE WINDOW5 ARE USED PROJECT" YAM MAS Z V 12 MAXMAW NWAKE 5a.VAIM ♦T) OT) MADKO E 3 J.,O WITWIT Q V W �VTJ ALLO AELE ,s Q 1 16 1 Orr-jurr, U 16 .Y Z Ly USE THESE CHARTS U5E THESE CHARTS REV. No. DATE OV WHEN 5'WIDF WINDOWS ARE USED WHEN 5'WIDE WINDOW5 ARE USED MAXMNA AIAWADIF S&VMIIES MAXP&N ALOVADIE S&MUM WIT LIJIT se. WIT LNIr se. CUPERTIN PROACTM Wpm MAX*" PRO.WTM w"ro MAx d nQ D partrn r1f I I Am FT) OT) MIJOMIAELE QTJ era AIlOWAE I 8ui1 i o I v ®'1 � �1 REVIEWED BY:AS 'e 14 80 pr, DWG. BY: RD 16 firf DATE: 1-1-2011 VIEWE( �UK -()DE GU�vIP�_1AN rOWGJ: �evie:-vec] 13> � .. �� LINE RAL-22 22 OF 27 e .r.ars"Pr■IM WA � � W 90425 glo-A so.IDS*)lab 660 1.5 NIP:.0 ML+o1' O NOTE: E.Vr maxi r to 1.06 VA11M oom AODM 01ALL Y cawviw 1O M A&DAM i z VAYM N M TAOIM ORdN.M VAUX MW M I1112qL 10 CO tier 1W W M VAMM ALL01M01i VK "Me eN M fAIM 9.M VNJO r OitaO 07 POOP I=&AM OaON1"0Uf ONi Wf �Z<• UM TOO I& A"M W"1116 AM O+LT APRXAMS M)OiOI M MT OW M00 rRo,lf.rror+ Q LM r LM1?AM 30 PIP.*M MMT MW SM LOAD DfCiNO UTE RT !0 PIP,M MLOWAS a"VAILM POR M 6T6/M HLL APRTOR f—V44DOW illM OM i AYIMU ODOM RVM1070Ri AWftWAA"1IA O ON A Jw�o+n pOP1G WN UILMO 70M EP M MT QWN M LOAD N M UTILITY'H' n"' TOTAL WNW d M 81"Aw wIDTr ALLOPAW MAX. 9' FRONT WALL HEIGHT AND MAX. I P RIDGE HEIGHT MAX. 9' FRONT WALL HEIGHT AND MAX. I P RIDGE HEIGHT $ A U51NG LITE "H" P05T5 ONLY U51NG UTILITY"H" POSTS ONLY (CATHEDRAL ROOM STYLES ONLY) (CATHEDRAL ROOM 5TYLE5 ONLY) USE THESE WHEN 4'WIDE WINDOW` `'AA RE USED USE THESE CHARTS WW"MJAWABIE S&VAIAM �Ii( WHEN W WIDE WINDOW' ARE USED LW WT 56 �Tf PROJEGTM VWAM MLAXSI)+1 M UMM ALLOWAKS-&Jo Vu+eS FT) OK) ALLOWAKS K"AJM L"T WPM 6AMD ON WW PRO�LTKTN LUT 66 TM MMXO.t�+l R`1, MNMtiI WT WDTN DAA ON WLND LOUT MN.MAA51 O'T) OK) ALLOWADLE '�� IIJT( M�51 Q MOM PROS TIQJ LW WDM 30PL MOH PROSGTION Lr>wWCM 16 USE THESE CHAPTS WHEN G WIDE WINDOW5 ARE UStU Gas cy 01 USE THESE CHARTS MMXM+UI AL10WAdF VALLIS 12 S 12 WHEN 6'WIDE WINDOWS ARE USED I PROS 66 WD� z MAXIMM ALLOWAELE S&VALLIM OST) OPT) MIOWADLE 4 V Q DROJEGTIOINI WPM NAXb4JM OK) OPT) ALL+OWAOLE Q AI ams— a \ U 1, 0 REV. N0. DATE I BY 16 USE THESE CHARTS USE THESE CHARTS WHEN 5'WIDE WINDOWS ARE USED WHEN 5'WIDE WINDOWS ARE USED MW"ALLOWABW 56 VALLES M AXIALLiiM ALLOWAMS 56 VMdO3 C U P E RTI N PROACTI N VA + PR LW 66 OACTXIN vim MAXMm ( �u i I d i n g Department q W) WT) AU OWAELE OK) O:T) .. r`,�` r __ • f OCT 2 1 2013 30W obt REVIEWED BY: AS _ I 37 - DWG. BY: RD M-30FT. OAS EVIEV�«U FOR. -CSE COMPLIAN TE: 1-1-2011 35 R.. Revleweix sr � � �/ , ENERAL-23 23 OF 27 •• •" I / •' I I 1' ' ' I i ' '• 013 � r �®®®®®UUU��UUUU�� ���®UUUUU�U�U�� • ®"UUU"U ���UU�UUUUU �UUUVU NAMAN,NSA o o "D "Id +�. . .. r Oft ■�®tea®[��c�co�c�c�cw�c�� ././- ��` '�'` -.�►• -- r� . 1 1 ®� " H""] t J • FOOTING CHART5 FOR WIND UP-LIFT (EXCLUDING CATHEDRAL RIDGE BEAM P05T) ` TABLE B.i: 4'•0'WIDE MN00415'DOOR5 TABLE 13.3: G'•O"MDE VAND9U%D00K5 e 101AL W14 17 W 1.111 TV*10.10 Vvn LOAD)ff Yl T07,1.WO LIP Ln (A X 1,10,40+fXGA*,X.vhtiO LQQ)1f°5n 200F 5°ANn1) P-0Of aP:2+ItT) psa�' .% .12 •I7 -22 -27 •32 •37 -12 .47 -52 •57 .2 •67 -%2 -77 -62 'Jf'AY -7 -12 :7 .22 -77 -32 -37 A2 -47 52 .57 -b2 -67 -I2 -7'I •82 3 -,Pk IVA 1835 tint WA td41 leu W.. WA !NA WA N4 Iiia NA W 14A 3 NA HA ISA !SQA WA ICa H'4 NA ti;A hA ttv, I"A k% IFt1 VA AY1 a tr,54 "8N Ww la kA lyn IYA h'� � EIA 'IA W R1 W. lYA IVA t WA 0 WA k-d 6F arA to IyA N% VA I;A lA E C E F 5 n>va Md VA SSfA Mei WA to IbA WA W 14% 'CA IVA IY.A E [ 5 ttn I#d IL'A WA t;�4 I# tpA N6t apA 07--(5-07-07-U f F jC Z 6 4A WA 11A )m I;A, IK Wk to to WA wk 7}9<t E E f F G WA ?VA T5d !YA ktt FyA t:;a E E E E F P r G 7 NA IVA WA IA& IYA W ::A the+ :8A � C [ r Y P F 7 WA W4 VA +sW k'A !4d E E E P F P G G G G ,pr���fpl6gl 6 W ATA Md Ku "a'1 *A IV, IW E E ` P f P G G E .'dA WA P'nA WA V.d4 E E E P f P G G G G N k'mA WA t4.it K%1 14i Md5 !din f F P F G G G G 9 WA '8`A p7a t.T4 tyW E f F F G G G G G Q� W )J Ila ttiA hw ,yA n-x tStA tPn P F P G G G G G IJ ty,1 rW taA ka E E f P G G 6 G G F4 Cn R E A p I I WA W K•4' WA WA leak E f f P G G C. G C+ G I i WA NSA WG.. 6A E E P G G G GI(} IVA ISA WA l5'A 1 E E f f G G G C. G G 12ol tiA WA 0 E E P P G G G 13 lata Iti: IyA kA 41:a: f F f G G G G G G 13 !W4 tCA :.ffiA f E F C> G G C. cmi 14 FM WA tid H.sd C F f F G f• G G G I J 'YA 1iA USt [ F F G C (; t 5 ICA NIA W 16g, [ P f 6 G G G G 15 W WA E E F G G 6 . 16 Ip WA KA *A (D'-<:) f G G G 16 WA seat E [ r G G 4 17 NA h(A 17 Wit f G G G 18 NA WA VA (D P f G G G G 19 WA LVA E f G G G 10 KAt tsst PYA f F G G G G 17 )CA lint 20 Hca Md p A C f G G G 20 IgA C F G 5EE 1.-IE5 Tm3 PALE ;EE g07T5 fr.Fi PPL1 TABLE B.2: 5'9bVIDE1hiNDOWSrDOORSIMPORTANT FOOTING DEPTH NOTE: W O FOOP_145 TABLE C: WIND SPEED 0.4PH)CONVERTED FOOTINGIrOUNDATION DEPTHS ON ALL CHARTS ARE BASED COi?LYF?49 VP.1y7=(.6YCfA'J 1Ca1.9+NF(,.4T(YC:YPSJ LOA0)T5f) TO ROOF WIND PRESURE CAX P5F) ON A 7ERO FR05T LINE.THE BOTTOM OF 1`00TINGIFOLZATION5 � +IXx 9P;S1 Rt1 N4U5T WILT 171E LOCAL FR05T LINE REQUIRUMENT5. •I7 .22 .27 •32 .37 42 -47 .52 -57 -162 -67 '7 ?7 d2 (' Q ,i .Wi tie5 tjA VA WA WA 1W % WA kA 0 IA4t tdeA MSA MA ICA EYP. 1.??i[7".PEPT) :L'YJ P>r.55lA1'E(P:'Fl fdC)YEj; � � �►►.�ILL. 4 dd MA era :na IA la. INA 0 [A ra kA ha wA VA e * noire I)WAVE 5 PJ DEAD LOAD FOR All P,0-0F 5YSTE�15 2)ALL FOOTL'ICS E�ARE 16 X I B'WTH Add 24'DEPTH 5FREAD FOOTNG5 SEE DETAR 5 n A WA kin *A WA WA ILIA ICA :HA Iva Ha E 07-(77T770- c 05 Ulm XAQ OR A TlI•.(:rf..UED YOOTIYG 5EE DETAIL G F,1Ak !q1 iffA Yfi d uA n1A E E E f r r r B 5vJ RC t ;1.66I 0 1-- 3).CLJ.FOOPNG5(DARE I VY I B'VTW,h 3G'OFPTH 5M&D FOOT:T.G7 S*.F..DETtiLe O 7 IV.. E E ( f P r G G 0.R A TI:Kq dFD F10OP 4,5EL DETAIL 8 4Y;t 12.99 O 9 Iv?. .d 'iA N.E. taA am rGa f E f F -07 GG G G t C7 ltd 6 ,Ju LIM 14,39 4)ALL FOOT ©ARE 24'Y 24`,VT1I AN 36 XPTH-YffAD F00TING5 SCE DFTA:L� t� 9 NSA F:+A ryA [ E F f f G G G 6 G - CR A TH!C0.4..0 fOOT1I.6;5EE DETAIL e 6 iG5 ta41t I°.F7 tom, 1l1 + Ira rov !¢A H'a f e r F G G G 6 G 5)FOOAV,51ZF5 APE 1-MED oat A MIAI'A�IL�'A ALLOWABLE 501.I'R,�61JRE Of I LXXVal i;F CUPERT11401 1 k FIA WA feA g E f r G G G G707e 110>dh 7,42 T.".ESE 5!TCS CAN VARY tbiT,'1 HIGIiER OR LOS4FR AI.LOAAbLE 5&.(.DEA(J� DATE 6y 12 k�1 �«• .rA Ww [ [ r f 6 c G ,; C I.7Jt:�t1 35.ea C)TOP OFFOGANGLOCATIO:'VD[Pe1vD3LIFONTli>:fP,05?I�FCIkRE[.EF!;T. ��L111dinq neDa LOCATL TOP OF FOOTING.5UCH 1HAT BO1TCN OF FOOT%,'',15 13 VA 144 714 WA f P f G G 6 6 C 14 tq 11 3e.a;J BYlbdl LOCAL YRO5TU':1:f"OLI PP>1ffdT5, POR TI SrAP'l'.0 51A3 FOOI 4 ua Na a [ E r r i• C• G C 30 tdCl n 1.10 L(XAT ED BOTTOM Of F'OOTINC 5UCH THAT TtIAT PATTOM OF FOOTING i.IEJ`T5 LOCAL rf091 of RclotI '1'h L14T5. L as I8A raa (E f 7a f. G C G 35 un, 4.1+3 7)FOOTINGS ARf rap,CoLUm.W PLACED WITHIM A OWING,WALL. >F $A IA'a tad C f F G G G G 40larn 4:';7 B)All ARfA5 WTH IMA DO HOT RTC•"ARlif F0011NG5 S%CE COUItINI FEACTIc45 V FV�IE l� Li ��-' �'�?Ivi�'LI NCE AM LE55 TUM"i0>2, ty�a !A aA I <D I r c G 6 9)M DFNOU5 FOOTM,MU,T Br OLILF;.IAA'fD 3YonJYFs. � D BY; AS r cA I:A E r G Reviewtl �V DWG. BY. RD I:t a>a xn L f F r. r. DATE; 1-11-11 zo n+ w+ T f c G G DWGM; 5Er rn;f;1,.<PAr.E GENERA.-25 __ _ 25 OF 27 FOOTING CHART5 FOR DEAD/LOADS LOADS (CATHEDRAL RIDGE BEAM P05T ONLY) TABLE D.1: RIDGE UM P05T FOOTING REQUIREMENT CHART FOR A 12'-U PROJECTION CATHEDRAL ROOM.ONLY TABLE DA: RIDGE 5M P05T FOOTING REOUIREMENT CHART FOR A I b'-O'PROJECTIOIA CATHEDRAL ROOM 04-Y En. Px,,D".w7crT rcow.,5fcxAl2'0 FDYldliNCATmkL.mmmc RAXE IYA1!"T Focw-5 flM A I sV°RRZCrcu C. i" LRON MY ~ •� � n rgpyl RC9F LOW IIILAp r lV'f IQA9 71?.`fl � R1>L4a RLY/ICF:7 p`JA+Lvt lCA7 1 k16iM B11 15 20 25 -' 35 GD 45 5V 55 GO C5 70 75 60 LS g0 Wfro 5 20 25 :0 35 40 45 5c 115 60 65 70 75 CO Ci ;Rl Q,,' QA A A n.A A A A n 0 ' 0 D b D D C 12 f f F P F T F G 00 G C• n 14 A A A p A A A A 0 e -0-9-Z tl B B 14 r f P r P G G G G 6 n n II n n n 16 A a Iz IA r18 A A a A A A B B 00 000 L C C F F G G G c n n CUP 0 _0774 F f r G G 6 G n n r. n n h n VVVCCClll tt 22 , 22 F r 6 C1n H C h h h ) S 8L11ld1nq1 Op. � ?z A A A A D 0 0 0 D C C L C C ( D 2s r F G G 6 n n n n n n h n n _ OCT' TABLE 0.2: RIDGE BEAM P05T FOOTING REQUIUMENT CHART FOR A 14'-0'PROJECTION CATHEDRAL R00A ONLY TABLE D,5: RIDGE BEAA1 P05T FOOTING REQUIREMENT CHART FOR A 20.0'PROJECTICN CATHEDRAL ROOM ONLY to q o WR EEAAI FCS'A FCdr:RT,9 ECR A,4-V FMICT'ON WrtMk RXW MY KW,'MAM F03T 11201iZZ RX A 20L'PRUC:Ctk CkTrfi•Jr,.A''RCCU CRS` E V I E V\J i 'I_ _D Ft L U I.0 E l:U!A, 1 A fel C k P.(Xfd w t0A7 IDEAD 1 thY LCIA01["v) tCgfA R07F tcAD VV.U:'L Lw I,-.q � 1 YJ 25 30 35 1 40 45 50 55 60 e5 70 1 75 11 BS 1 50 IFi1Ml7TH 15 1 20 25 W 35 40 45 1 °A 55 GO 1 0 70 75 80 L'S 90 12 A A A A. Ol A A A 01 B <D C d D B D 12 A A A A A D B B 00 -900 C C IJ A A .1 p A z A B g C 9 B B B C C 1-0 A A n A B D D tl D <D-7 G C C 0 I E A A A A A A 0 40 D D B 0 r C 40 f, 16 A A A B B B B B L L C C C. D 15 D AIX Ib A A A A A 0 B D B <D,-;7 C C C 6 C 19 z A A g B D G C C L C b ?U D DC C D A A C 8 D PB A A 22 A AB B B B 0 L C ( C C D 0 D 22 A d n B B ( ( L C A 0 D D D 7 'tart 24 A A A B 0 g 9 C C C. C C D 7 D D 24 s. D B B C C C C D D D D 0 IL TABLE 0.3: R1DGE BEAM P05T FOOTING REQUIRD)UT CHART FOR A I G-0'PROJECTION CATHEDRAL ROOM ONLY TABLE D.(: RIDGE 5WA P05T FOOTING REQUIREMENT CHART FOR A 22'-Ol PROJECTION CATHEDRAL ROOM ONLY Lu IG3C{35L�V fD51 r ,`R'i5 rCF,A 16{7 iat0.(CT>7`t UOICUY'AL Pa)0','01AY IV:(B(AAI F05r F07TN65 FCS A 2Y0'PRC,'11 D C.ATt°FC"L RDWOU Q A{)(AI pm to'D tx»•LSE LOAD)ami , „ 09 tOAD IXA)+ror 1W I IFS 1 w 000 4�h 9l'JM J 1^ iw. eA 3D 35 40 45 50 55 60 bi 7D 7i W LS 90 ITTI 15m(D 25 3O 35 a0 yJ 55 6!t 65 7075 t£ h' °rJ Ap A A a B DB B e D B C C 12 '. A A 9 B 1B B 0 0 [ C C C(41*01 IA A S A A B D B B B D 09 L .A + A B B B B 9 C G C C C L D D < Q A A A 9 D 0 D B 6 ( C % C L .c a a ! B Br_`` +b A A a A D tl B D D C G L C C C V 1A A. 0 C 0 L• GS' C C' D J U D D Q U < � a A U B B U B C C C L i D D 2 A V C C 6 L D D2CA A D D D D Q 3 i C C c D D 22 D 0 D C 0 D LU A A D B g g C C C OEM 2•+ D D B [ C C U 0 D U 1)UTILIZE 5'51 DEAD LOAD FOR ALL ROOF S'r5TE_45 TABIE D.7: RIDGF MAI P05T FOOTING REQUIREMENT CHART FOR A 24.0'PROJECTION CATHEDRAL ROOM ONLY ki 2)ALL fOOTWG5 A APF.18'X 3'50UARE HTTH A 12'IJ'N.DE7D15"READ FI)ON., SfE IX AIL ORA1htCCENED-FOOML5fPDETAIL1z S KUEIr_+aalc/;rf o:B ,rtx'a2a.rlRo.t.11:w;A1rTIxx?(cuONY REV. No. DATE DY 1 5 Pim LCndl L£5°*D.VA!05710"$71 kY7%r 3)AIL FOOTiZ,1©ARE 24'S 24"SOUAA %VTH A 12'W.N.'JEnm Si'KfFD`OOT14C.9 51:E jVft C Wim OP A TrflCFEfdE.D FOOTNv i SEF DETA'L 1111 S 0 25 30 35 a, +S Sr55 6U 6S 70 3 FV 65 *% 1 5 Ck.-) •N ALL FOOING5 QC ARF 3C", x 3(7 50LIAR1:WT:l A I Y ht!>l.DEPIII 5FREAD f GSG Ilk'5 SEE Ml. ORA 1HK:I:E1+`.0 FOOIAEL•S[F.[1f}'A:I-� +' 1: A A a L' D -0_0_0 f C C L n U D Iy d A D 4 B 7 C C C C C r D D D D D IL 5)ALL f0014,G5 Q A'f,3G x 3G'5GUAP WWII A 12,vq4.x611 5Ps'iAn F(k7�1h SEE DfIA'l REVIEWED BY: AS OR A IMCK.W.1)FOOT;hG Sa V,.TM L j 5 ;0 00000 r c r. c 7 D D D n 9 yA B -01 . A D D Dc cD (D Drn 0D D a DWG. BY: RD G)MOW—512E5 ARE NAD 0*,A ALLCVVAIXE Y F.TS5URE Op0"i. a n D g C f U D n D DATE: 1-1-2 011Ihf5fS'E5 CA4 VAYY vim MKr1ER CC ICMM AUOS`A1.F5LL 6F.AKI;7)fplOF FOOkG lCYAIiO? XP(3975 LY1 TH:P:}jF RF}kV' I. L()CAIF Fl?F' Of FCX)[IIIG`:.;Cl.TI'AT.30HOM Ga root rx;�, _. DWG'; lv_CA4LOCAL FRO51PNERr:Ir'lAiAf.415. f(>wTnrCtEFff75LPJ7f001.a�ItrEi.tOCAtfOrtri OnlCIrfCUtNG:,I h1,r1ThAI soGENERAL-26 rratOf FOOIRGRA;'Fi5tOCA,(rK05f!WCer .OU!�f,IF:11(5. IMPORTANT FOOTING DEPTH NOTE: aq FDUnr cS n:E rCR ioL.aAs+I Ird;[D w11n14 n f fA KC>R'v.. rCOT1Nrl1 GUVDA ION DVT11:1 ON AU,CHARTS Ak 13A:5fl) 91 All AKEAS�V1':rl WA DO t;Ol Pf Rd t ROW,E4wx Co'.W!e VU-n"0141,15 LL"51 rIA11 75Cl, ON A Zr RO F ROC,T L I!•lp.TFIL:C30170hr OF itJCYiTNf.,9"OUT,On T10A':, 1(11_L)t')OTfS FOOTt!dG IJUST Ci I1F1fRMWtU BY OThFR5. F„l l�T Mf1:T 1'FIL'i.C(:A(.F 0,4 11H Rt*0CAKf:�1 Frlt'5. 26 OF 27 „ FOOTING CNART5 FOR WIND UP-LIFT (CATHEDRAL RIDGE BEAM P05T ONLY) TABLE E.1: RIDGE BEAM P05T FOOTING REOUiREMtENT CHART FOR A 12'•0 PROJECTION CATHEDRAL ROOM ONLY TABLE E.4: RIDGE BEAM P05T FOOTING REQUIREMENT CHART FOR A 16-0'PROJECTION CATIIEDRAI.ROOM DlY k-1X1_KAY x031 Q'-V CAT :!RYt LL?!d?OY O`V F,-La BtAv pv l f�^0`.Trr.'foK A IC-U m-c'cn autom m,"!".i Pow(%k+' C W M gCpl T01k,H V UTI-(.SX(CAD ICA-0 riw L=r"I f 101;1 Vic U'17'T•r.6 z I'M U.L=D 4 q4;A;,mo w r F'5il "Rl w ri! ti IED 7 .,2 -17 22 .27 -32 �37 42 .47 -52 .57 42 41 -72 .77 b2 Rn 7 .12 •17 .22 27 1 •32 37 1 -A2 .17 .52 .57 .1.2 41 •72 •77 b[ x•1` X11 :2 E [ ( _ [ r F G G G h n n r h h 12 [ [ C F G (• 101 r. n n n nh n rd 14 _U gF F F G 1 u G n Ti lh O O 16 F E E F 7 G G G n u 11 h N h h n 16 L t f 6 6 h h n n n !n o - zGt F rG G n p r zo F z E r c c n n n r. r, e 6 G rn n f c C F G N n t22 n 22 u a 24 E P G n F F G n q H n i. N F r G h n n n r` O A, TABLE E.2: RIDGE 0E4.1 P05T FOOTING REOUIREI.1EIl7 CHART FOR A 14'•0 PROJECTION CATHEDRAL ROCm ONLY TABLE E.5: RIDGE BEAM P05T FOOTING REQU!MEAAENT CHART FOR A 20-9 PROJECTION CATHEDRAL FMM ONLY IZI QW.(CCA/r'h5T 1`001.1615 rOr'.A 1 CAih M. 13X E DuM FrbT MV My PON TCAAI rifLT I:A'-IAT•(.f,%LXA:I C^f kF.^,Ai&L'Ati4'il 1OA411 /) FSA 101AI ft;D M!rT•(.6 RCC+7 LOAD+)SWI&14%3 LOAD)ft•) 1aSOM N Jfl+ ' !P'T) .7 .l< .17 -22 -27 -32 w 42 47 .52 -57 4.2 .67 -72 1 -h .62 fl) A _12 .17 22 .27 -32 J7 42 -47 32 h7 42 b7 . .12 r;7 -02 12 E f. C e r f G G G n n H II h 11 I: 12 E E F f 6 G n n h n �q N n n h I00 F L t F f G G G I G Ft E f f, G n COn n n Y. n h n n H t6L t F (, G c h n h n s w ,A (DI F G G n n n n 20 e F P G G n H n n N L7 E t G n i n h n h h n 22 ! 01 ol el n n E', l � TABLE E.3: RIDGE BEAM!P05T FOOTING REQUIREMENT CHART FOR A.16'•0 PROJECT ION CATHEDRAL ROOM ONLY TABLE E.G: %DGE BEAM P05T FOOTING REWIRE M!E NT CHART FOR A 22'•0'PROJECTION CATHEDRAL ROOM ONLY � Yui r.CfdAr M51 f00?4�5 rt?(A,C•0 N'0.1CrCx1 CAIY.(j) 1 F^lm m1mv R 3T Chi I FE=VW FC51 PCO;"fOR A CAR'.freX 11%!NMV F05T My P.LCAr wi l4-1"T•1.61 mAz lay;)+h4`:«:i'i;eit0 LCaD)Ir51h ROW tOP100 LO.I.I r-(G%(KW V0+N:G9TNI 9W LOAD)W) W Will • F77 n t� n 117I 17 12 27 2 2n 2 :2 ( E F f r G G G + 9 n n n 12 E E f G fn n n n N 1 E E E 01 G h h h h n 14 n � 16 E e f G G h n GG H n ry n +9 ''t��a`Vl.t�R:J...'t,JJJSx• at E f r G G II h n n rl 1F F F G h n h h �1, ` < 2U C L .` G h n Il n n w F F (. h n n 1 CUPER V�j t�7L 2! ( t G 6 R n h n 22 ! c 0 -7--o r1` �1 n h V 111flIr1C� DP ea 2a t r c n 01 Of n IO1E5: 1 OCT 2 1 201: o `c 1)L 7107E 5 F)1`DEAD LOAD tOR All F..O.;r 5Y5T(:MLS TABLE E.7: FJOGE WU POST F00TI6lG REQUIREMENT CHART FOR A 24'-0'PROJEC1tON CATHWKA1_ROQ+6A ONLY 1 � U 2)ALL`OOT11.G5 , F t(S'X 18'�O:.L3,1'c ti.iTrl A 2A'DFI'Irl SFP�AD FOOIR^GS 5`F NASI IJ --t OP,nIII 1CKL"F3 I' S Fxxt MA!et1l ftY3t<, J) 5 r(A A 2+a PMX!X!',C CAS+VWA(MF 000 f04t COO REV. No. DAT£ BY . t)OTiwS°EL'ETtI EVIEVW� , FUhi uOvt i.UNI - I5 0 F�-� IO'AIY�E)1:".175-1`.G%IXAJ tOAp I r'Y.G�rh(ai14.1 L0;il1P5.'1 3)AIL F001J 'SOA 1t1`X 16 50U/,t'M111 A 3GDFFTr 5raFA[1 IF001!7,G5.`tF DEl All 1 y N7tn OR A TKCQE f.D FOO7!.r 1171 7 7. :? 2t -27 32 .37 4? .n7 Ex 57 -&2 •A7 47 8.'. �l `G5k'F,DfrA!1 leVle`N�CL av '15 r L r' RG> c n n •fl A[I FOOIR165©AU 7A'X 7R'5OU,*t V;ITH A 3G DEI'1.7 SFRF',D ro0rrt:;5 5tt DET/11. I� (k,A riMC..U-4f.D FGJ_MNG 5EF Ia Tk.L/7N 14 ( G I! n II h n IS I7 16 L h (.5)AL1 f 001;1(75 nOARF.3i'X 3G'S0!WfWR1A 3G'DVIH;f'fAl1 rCOrirIGS SEt DE-t,L REV "' k CA:A 7h C1<F:FD I OOTL"IG 5EF.DT TAIL tA IAlf Gn n +g 20 C f. n rl H fi�xx.. 6�b; t 6)r0011!'G 5 1 i t 5 A°,`NA,EU(k;A V W.4!;LI ASLOW-161S `CY.I F'RC_i`d Rt O I Oa''lf 1J. THE5t 52E5 cm 1 ARY%V:W t'111 d"I R M L N0 A!.Ch'nn1C 50'!'tA(!1P7C•F rft y�ll',i`7 2, f r r n n 7)rOF Of fOOM-141 LCKAI!CA:TBFf'dil;i UI'04 Ilie I1;+Y,T}".(N_�'r"Ift:f. ICCAIF'O?1`1 r00rYY `IKH 11,:"fX/r°Ct;10.'rOOT':;'+ E-t:Ii1�'/toCn.rl:.ogirlr;t.r'F.cl;+ftTarv;`, r1w.1H:cKr.nl;i,X;uNr()org,;.,nF�sLot:s[eDhi01T0a!OrF(k�-:rtC7ufalrH.;n1:: jH��[�p`�_�� et,;t(11Ao xxln h,1'LS_IorrLl:oSm:EffoL+ I:%!sr•. IMPORTANT FOOTINGDF:f 1H NOTE: v I1L i1(� C)FOCPU.(.ti Aic:POE COIIIY!J FW;C7 6611HsPl A 1`Y AS::h'G 665U. POOrll,f 0LINDATIOR Df?'TI'15 Old ALL CHAKM Are nA5(n ?)At:Af;f.AD%"11: NnIia DOI.Of F•1.OU:t tODTW_r6-qW.0 C0tLlblyd 3a!'nON`7Art L(;5t)I'M 75L4. ON A 7f R0 VRO51 LINO i!-w t3omw or 1`0011NC,11'00NDAlK)FNS 10; FO %NC,WROfWCCTtF.t.!:?!f(Y[;YOIIiFP.6. ALU:?rfl•FfTIHf.LOCAL fR(_X)TLIIdLKUAJ!I,a:MCNTS. 27 O1= 27