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HomeMy WebLinkAboutPOTTERY STREET 909_06-00003775v tom; City of L e Elsinore I 130 South Main Street PERMIT JOB ADDRESS . . . . . 909 W POTTERY ST DESCRIPTION OF WORK PATIO OWNER CONTRACTOR CONTADO MELANIE OWNER 909 W POTTERY LAKE ELSINORE CA 92530 IN A.P.# . . . . . . 374 - 032 -021 0 OCCUPANCY . . . . CONSTRUCTION VALUATION 2,145 SQUARE FOOTAGE GARAGE SQ FT FIRE SPRNKLR ZONE . . . . .'. 0 0 NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63.00 1.00 X 12.5000 VALUATION 12.50 1.00 X 5.0000 PROFESSIONAL DEV FEE 5.00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 80.50 00 80.50 OTHER FEES PLANNING REVIEW FEE 15.10 00 15.10 PLAN RETENTION FEE 1.00 00 1.00 SEISMIC GROUP R 50 00 50 PLAN CHECK FEES 60.38 00 60.38 TOTAL 157.48 00 157.48 SPECIAL NOTES & CONDITIONS 15X14.3 LATTICE PATIO COVER ENCLOSED Oper: JJJ`-JTH 7 Type: 7r Lraer: 1 Date: S/NVC5 11 R 1pt riu: 1718 LP FEUILDI E FER11T 1 $157.48 bane. nLmb2r: 104731 J'; 4-E. 8i'b $1T .48 0'1 ;' Tlr!e: 13:x:47Trcrlj5oa2e:I'',,, ; 4 City of Lake Elsinore Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all limes: Please read and initial - l. 1 am Licensed under the provisions of Business and professional Code Section 7000 et IN. and my license is in full force. LO Tl,as owner of the property,or my employees w /wages as their sole compensation will do the work and the structure is not intended or offered for sale. 3. Las owner of the property,am exclusively contracting with licensed contractors to construct the project. 4. l have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance or a certified copy thereof shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued Note: If you should become subject to Workers Compensation after making this certification, you must forthwith comply with such provisions or this permit shall be deemed revokedCodeApprovalsDateInspector ELO1 Temporary Electric Service PLO I Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcement BP03 lGrout BP04 Slab Grade PLO Underground Water Pipe SSO I Rough Septic System S W 01 On site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall & Pre -Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric / T -Bar MEO1 I Rough Mechanical ME02 Ducts, Ventilating PL04 Rough Gas Pipe / Test PL02 Roof Drains BPI O Framing & Flashing BP 12 Insulation BP13 Drywall Nailing BP 11 Lathing & Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Code Pool & Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the building being released by the CiPOOLPoolSteelRein. / Form POOL Pool Plumbing/ Pressure Test P003 PreGunileApproval Date Inspector EL06 Rough Pool Electric Planning Sub IAst Approval Landscape P004 Pool Fencing /Gates / Alarms Finance P005 Pre - Plaster Approval Engineering P009 IFinal Pool / Spa e, APPLICATION FOR BUILDING PERMIT VALUATION CALCULATIONS 7st FLOOR SF 2nd FLOOR SF 3rd FLOOR SF GARAGE SF STORAGE SF DECK & BALCONIES SF OTHER: PATIO 213 , TrSF VALUATION: FEES BUILDING PERMIT $ PLAN CHECK PLAN REVIEW SEISMIC PLAN RETENTION I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and slate laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for insp- tion purposes. Signature of Applicant or Agent Date Agent for contractor 01 owner Agents Name Agents Address Street City State Zip City of Lake Elsinore J Main Street APPLICATI r N0 7 APPLICATION RECEIVED DATE z yr BY BUILDING R TRACT BLOCK/PAGE LOTIPARCEL NAME 71-,A90 N ADDRESS L7041 to o Si R IT (., tfJGe ; (` /N07 r CAP Q9 30 C O N hereby affirm that I am licensed under provisions or c apter commencing with section 7000) of division 3 of the business and professions code,and my license is in full force and effect. LICENSE # CITY BUSINESS AND CLASS TAX # T R A C MAILING ADDRESS T O CITY STATE/ZIP PHONE R CONTRACTOR'S SI NA RE DATE A NAME LICENSE # R C MAILING ADDRESS H I NEW OCC GRP.I CONST. DIVISION: TYPE: ADDITION 2 ALTERATION NUMBER OF NUMBER OF STORIES: BEDROOMS: OTHER SINGLE FAMILY ZONE: APARTMENTS CONDOMINIUMS HAZARD YES AREA? NOTOWNHOMES p COMMERCIAL SPRINKLERS YES REQUIRED? NOINDUSTRIAL REPAIR PROPOSED USE OF BLDG: PRESENT USE OF BLDG: DEMOLISH JOB DESCRIPTION Cons +r n O U Pa h0 r s-f K e t7-r -7NL-LEY WKWMITTP-f-VtOPMERT--P-FF>AKTM-ENT- s , - rz::) 4N 173, I-AKE E N - rn Ts IQ JILDI NG DN Diidri —37' ggj I 1Q) X6 POST 11 I 173, I-AKE E N - rn Ts IQ JILDI NG DN Diidri —37' ggj I 1Q) REQUIRED Wc$EI`I Rnl- ER ErF:N E,:cceDS s 2 FT.) ICI= T1-;FV_ za E:I OROOFOT- A <— lIEIDER > O30EI,WL O O . O C W 3/8 -'X5" OCOAT . ATLEDGEp r' LAG i OIA BJLTS WnJIfISe L BOLTS N /p/ GIG WASHERSTWICAL ALL \ y E/ gggGEp COMYECf10N5 _ 11NG 9 ACE /' SUDS UJ Zx4 eRncES\ ET STUDS 9rcG RA AFFROVEO JOIST 4x4 ` A A HANGER 2: LEDGER 4x 9 PAST MN) SECTION A -A o Es FIOTC t 1. USE CONTINUOU52.: LEDGER -SFV E DC-PTH J - ! /• AS RAFTER OR LARGER C$F'T{C7F. F I Zu or- .SP..X 2.SEE TADLE" D" FOR BOLTING REQUIREMENTS INVERTED HEADER DESIGN OPTION (LA'T°I iCE ONLY) TWO Vi' DIA. THRU -BOLTS W/ WASHERS), PER CONNECTION AS SHOWN FOR HEADERS OR RAFTERS- TWO 2C MEMBERS MAY BE SUBSTITUTED FOR ONE 4" MEMBER. SEE TABLES "A" A: B" FOR SPAN LIMITS KNEE BRACING REQUIRED AMEN RAFTER SPAN EXCEEDS 12 FEE 2X FASCIA (L3itF P; °AF IG) s o d AGt E a Et IT L 3 i t GGE ON Y OP7AON 7 OFnohi 2 2X4 RAF T ERS OP. PREFAB. ROOF IRU:SPS 2X4 LEDGER W/ 20d NAILS OR IM' DIA X 4" 2X6 OR LARGER, RAFTERS LONG LA.G BOLTS 032" O.C. 2X4 STRUT WAG) 30 TOENAILS SIMPSONA350R FROM S RUTTO LEDGER I EQUALANCHOP, 12) 16d NAILB IVI 2X FASCIA AS50REQUAL ANCHOR. APPROVED 2X FASCIA it'll JOIST HANGER APPROVED JOTS BANGER i x ' 2X2 OR 02.4 A PATIO RAf -TERS PATIO RAFTERS ye— SEETABLE.A" s A.SEETABLE "A" III 30 "MAX FATIOPJ— ,ERSF'AN L19S{TF_i}T0 U CR LATIvEb 30'h1A:` ATt RAFTER SEX; F JMITEDTOSFORL4TTICErOVERHAI`IG COVFq OVERHANG- j COVER I! %rRS-'eerra[ wgPsIma C€tssmn, corm UNCFORMrlY PROGRAM £ NOTE: VERIFY STRUCTURAL SOUNDNESS OF ROOF RAFTERS FOR DECAY OR TERMITE DAMAGE, IA = AND REPLACE WITH LIKE <,= 9ATERIAL88 LSIit0R_T AS , -_,_, y. NEEDED, AFTER CONSULTATION WITH THE FAT i0 COVER STAN DARG BUILDING DEPARTMENT. i 951, 574,S 12f. gif [-ARE ELSINORE CA, 92530 x /26 /200 LEPATOSroFNLVSO PAGE 20F2 t a 1 12X. CBLOCpNGREO REDFOR 2%2 ALLEOLIOPATIOCOVERSW /h01J(91A94 OR 2%4 @3" OC. MIN.SPACING RWF30FE'. / "PP4F T MN. OR /i'NO. YIY PL WCOD EDGE NAIL PLVN IXJDW /Btl iNI6tlTOENAIISiOHEADER.Ofl OREOUALFRPIANG GLFS WRLIBNLT{R1 OR ROLLR FING OC.IST12NuukcELSEVfi atl Rfl 9 - -y c, f v SL.APS H2(OREOVPL) SIiNP50N ICP EWPU l 2q.. MVRRIC PNE CLIPS Pao ' OC 24 "Y Naf.DERSPAN•i52: PPST CAPSOR vµgv. SEC- TAFILE "• E•• LLGGEC: _T Tfv•c -D.. . III T' SRNPEACXGIDE .b R.l OVE9HnNG ' T ALTS R I.d YNEEE -WAG E: --- - OR fitl NN15 CLEPRhNCE: g. q -pqN_ SCEIe w3G DTOtLSWG. 0 -I ? I TCSPANGS SBETASLE ".!' E:: ISING WOOD SITID WALL us I.PICAI cof iEE' E 4aq POS's S' oN coo, FBS 3Vi'CONCRETE OREWALw / pOLTS/ "' "" SLA PICAL N SaaEwS/N TER / <— SLOPE WG SPL6 LL 9 e_iul° II RMI I O Oi49g F1 a g • I` STPN FFBENJEEI`i ._____• S f CIXJQiETE ArvowooD PC6T FOOTINGSRE. SCFT.. LE "C' FRONT VIEW --- --------------- ---- ---------- ' SIDE V)aAf TABLE ? TA" TABLE TBTT TABLE Tucgf ABL,E FED1FF FOOTING SIZE LEDGER RAFTERSPANSHEADERSIZE & SPANS DOUGLAS FIR #2 OR BETTER) DOUGLAS FIR #2 OR BETTER) BOLTING SIZE SPACING SPAN RA HEADER BASED ON 1000 ALL LAG 6OL7S AN SHALL HAVE 114" P. S.F. SOIL BEARING PRE - DRILLED SPANSIZEPRESSURE_. HOLES- EE NOTE2 2 x 4• 12" O.C. 91-101, 8' -0" MAX 4 x 6 18" SQ. X 12" DEEP UP 10 3/8" DIA. ). 5" 16" O.C. 81-1111, 10'-0" MAX 4 x 8 18" SQ. X 12" DEEP 12'- 0" LONGA. I '1 5" G.G. 24" O.C. 7' -8" 12' -0" MAX y( 10 18" SQ. X 12" DEEP STAGG- 32" O.C. 6'- 31, 14' -0" MAX 4 x 12 18" SQ, X 12" DEEP 2 x 6 12" O.C. 15'- 41, i 2, -1„ 8 'MAX 4x8 24" SQ. X 1 2' 2) 3/8" DIA X " 16" O.C. 13' - 9" 1 O' -O" MAX 4 X 1 O 4'" SQ. X 1 2" DEEP LONG E T 16" 1 I'- 3' i 2' -0" MAX. 4x,12 24" SQ. X 12" DEEP G.C. 20`' ©` 32" O.C. 9' - 7" 14' -0" MP)C 4. x 14 24" SQ. X '12" DEEP 2 x 8 12" O.C. 20'- O" NOTES: 16" O.C. 18' -2" 1. TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4.X HOP.EZON!TAL 24" O.C. 14'- 10"— FRAMING MEMBER,. 32" O.G. 12'- 8" 1 2. LAG BOLTS MUST FULLY ENIGAGE A WOOD STUD OR RIM JOIST AND BE 2 X 1 O 12" O.C. 20'- 0" PROVIDED WITH APPROPRIATE WASHERS. LAG BOLTS SHALL BE LOCATED A 16" O.C. 20'- O" MININUM OF 1 -1 /2" FROM THETOP OR BOT i OM OFTHE LEDGER. f 24" O.C. 18'- 1 i " 1 3. NOT DESIGNED TO BE ENCLOSED - ADDITIONAL ENGINEERING ANALYSIS WILL 2" O.C. 16'- 2" BE REQUIRED IF ENCLOSED. { 4X4 24" O.C. 101-01 I 4. SEE PAGE 2 OF 2 FOR CONSTRUCTION DETAILS. i 32" O.C. 19'- 3" 481, O.C. 7'-8" DISCLAIMER: ALTERNATE PATIO DESIGNS MAY BE POSSIBLE INFIEN PROVIDED WITH x!N X 6 24" O.C. 1 J' - 1 1" ENGINEERED ANALYSIS. USE OF THIS CONVENT ION AL STANDARD DESIGN IS 32" O.C. 13'-9" AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE 48" O.C. i V- 3" AGAINST FAILURE OR DEFECTS 4- 8'24"O. C. 201-0 , 32" G. 18' -2" YtESTERmFavrlmva (..ouNvecomUmiFo€uxrs-FRarfia.; 48'.'._ O.C. if- i O" CItrf OF LAKE ELSINORE f THIS SPACING AND SPAN ` -+ Bud )SING DEPARTMENT ta, c 1LS1r11 rz – —, 1s r -'o`3 LATTICE PATIO COVERINGS ONLY. I ie (r.fS'.V`4 e- i•'`Lkr 0;j -, I 130S. Mluf" ST 95 1) 674$': 2" i_AKE ELSINOP.- CA 925•^0 i• T#224 7/ 23/ -LOO6 LEhAT1o5iOET•.LVSD PkuEt OF2 1