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Home My WebLink AboutLE GAYE ST 15031 (2) CITY r r � + LADE Cq?LSlI'i0P.-,,E BUILDING & SAFETY DREAM EXTREMEYM 130 South Main Street PERMIT PERMIT NO: 12-00001728 DATE: 12/04/12 JOB ADDRESS . . . . . 15031 LE GAYE ST DESCRIPTION OF WORK PATIO OWNER CONTRACTOR RICHARD PARAMORE SHIELDS CONTRACTING 15031 LE GAYE 35676 KEANE CT LAKE ELSINORE CA 92530 WILDOMAR,. CA 92595 LIC EXP 0/00/00 A. P. # . . . . . 379-140-079 2 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 1, 344 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 9 . 00 X 2 . 7500 VALUATION 24 . 75 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 69 . 75 . 00 69 . 75 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLANNING REVIEW FEE 13 . 95 . 00 13 . 95 PLAN RETENTION FEE . 52 . 00 . 52 SEISMIC GROUP R . 50 . 00 . 50 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 52 . 31 . 00 52 . 31 TOTAL 143 . 03 . 00 143 . 03 SPECIAL NOTES & CONDITIONS PATIO COVER BUILT PER CITY STANDARD WITH ENCLOSED SIDES WITH SCREENED OPENINGS SIDING TO MATCH EXISTING HOME 1OX12 I>atie: 12low 04ipt 2012 1m BJUX 1ER"1 I ram IX!�S}( � 161g31 $mca Tr'dm deter 12/04/12 Tilfi:0A:qn City of Lake Elsinore Please read and initial Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 700Q et scq.ano my license is in full force. Post in conspicuous place 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3,l,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: 7-It-5.1 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, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO1 Temporary Electric Service PLO Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings Z• •1L BP02 Steel Reinforcement 1 BP03 Grout BP04 Slab Grade PLO Underground Water Pipe SS01 I Rough Septic System SWO1 On Site Sewer BPO5 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 I Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BPI 1 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BP11 Lathing&Siding PL99 Final Plumbing EL99 I Final Electrical >•21 t ME99 I Final Mechanical BP99 IFinal Building -Z Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City P001 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 I Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa 1 CITY 0)F LADE L S I N 0 F E `--� DREAM EX-T-R F NA E — 130 South Main Street APPLICATION FOR APPLICATION NO. APPLiC N D EIVE BUILDING PERMIT DATE i y a- VALUATION CALCULATIONS AP It 379 - 1-40 -O7 BUILDING ST 1st FLOOR SF V503! LE � E ULOCKIPAGE L 2nd FLOOR SF LA S ELS1 F30(tNAME 25 30 3rd FLOOR SF ✓ O 9%c A of— W WEING GARAGE SF N ADDRESS IS ICE G .� E CITY 51AIEr7-lPj STORAGE SF R ELSt►.xRE 25 0 � hereby affirm that I am licensed under provisions of chapte;9 corrmmencin DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect- OTHER: r1Z o S SF O LICENSE a CITY BUSINESS N AND CLASS 4 IT ft T NA VALUATION: R I S G I - A MAILING C ADDRESS 3-I'(W7 EAMIE CT FEES T CITY STATEIZIP PHONE O Om-to 9'ZT19, -10- gCWo BUILDING PERMIT b R C SI NA RE DA E IZ�3�Zo12 i PLAN CHECK M A PLAN REVIEW R MALIN C ri DDRESS SEISMIC H 171P PHONE i PLAN RETENTION ❑ NEW OCC GRP ! CONST j ❑ ADDITION DIVISION TYPE ❑ ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES BEDROOMS ❑ SINGLE FAMILY ZONE .1 ❑ APARTMENTS vl 1 certify that I have read this application and state that the ❑ CONDOMINIUM HAZARD YES above information is correct. I agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this p INDUSTRIAL REQUIRED 7 NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF SLDG: tion purposes- ❑ DEMOLISH PRESENT USE OF BLDG ` ktPA-f OB DESCRIPTION JZ 3 1Z a Coy &iL, GT S Signature of Applicant or Agent 6ad v2trH E- 5EbSi S lv ScR .- O tit 01 -5,f Agent for ❑ contractor p owner Agents Name Agents Address I Street City State Zip ' � f i i r i ! f i �oL7SE-' �� `TECH- � -------�'-• i a l I City Of Lake Elsinore ; �! Planning Division Approval Approved By: Ir I � I cTy ELSINORE DING DIVISION r 1! ISU { LAltZ i��5'fi' ��t ��id 1'••k �Z.S-�C� LJ 0 _ 0 " x . Lli � A J r ' : ,r r �. 41 xrr r 4 1 , r i k _ r tr dcxvr" ! •r:.` .'•:+i�jt' � , er :;.'�r+S.y' r< w•.. "IF-' ty.R,.:u,. � •—""'r" � _' `_ ...awt;!' :• =r.,+..nx�.t. o�y.+ -r- -• i 1 t t y lj , v , 0 [FR M Ci::.�r �Y.._•� LIJ uj Co .. i i , t t CITY OF SAKE ELSINORE BUll DING DIVISION PERMIT # . ..........IfT ... J S+ 2cAL- zKa rACIA 24 ZK4 L 0 z z 0 E_3 U) 4 f:>T04-A-�7 -D i i . ♦.. Foe.... i cn (n h I oz { i Xd1 t } ! l -moo i A3� t s ' s GZ=ll � f 3 LU 4 I U 1UU COU) -�. LU �. g , tom :=�,�,�'ns1�• o L A �E_ .�,• „6, T � 4 Lij 1 Q U L LO U) ! Co Nil P,oa.)5; LA)A LL F=Ti>\+� Lt + 1.JJ - i LAP "cru(r5 a,.J PF6q2 3o x 'SAC_ i?rAwiECt� i2 2XSOLIU BLOCKING REQUIRED FOR , 2X2 OR 2X403"O.C.MIN,SPACING ALL SOLIOPATIO COVERS W/MIN(3) � / RAFTERSPACING: ROOFS LOPE:1/:'PEK'FOOTMW. 11LTTICE OR'/x"NOMINAL PLYWOOD ` EDGE NAIL PLYWOOD W/8d I Bd TCi-:NAILS 1'0 HEADER.OR A•34 / WITH BU1LT•UP OR ROLL ROOFING SEETABLE'A" 010511 OR EQUAL FRAMING ANGLES fELI�l �. NAIL51E 6"O.C.Ls'GHDANU G'/ - •---y, "NAILING ELgEwHENE) LLL�---�---�------- III' { a °m 5I..N H2(OR EQUAL) SIMPSON(OR EQUAL) HURRICANE CLIPS R 48"O.C. IIIillls -_NEAOERSPANbSIZE•7. POST CAPS 24 JI I SEETABLEMAIL LEDGER: SEE TABLE "O- 6 - MAX IJ I STRA EACH SIDE OVERHANG• FRAMING DETAILS/PG.21 Fit'EfiNANG V I V:-dA THRU BOLTS i KNEE BRACE: -' _____ ---- - OR lod NAILS CLEARANCE: SEE FRAMING I DETAILS(PG.21 I '-RAFTER SPAN d SIZE SEETABLE I 8'-8"MIN. a-a MAX E J EXISTING WOOD S STUD W0.LL TYPICAL - ""-LIti'R'SF•USE ��-4X4 POSTS ! SIMPSON CBSO.PBS - 3`f'"CONCRETE MIN OR EQUAL W/8UL'f5/ ! gl„g8 TYPfCAL SCREWS/NAILS PER �—' SLOPE O MFG.SPECS. N - T l' t— 4)L4 POST y— 4 _ r 6". BLS =.z �mS.l'm Csi7 rin I"STANDOFF BETWCENi`._......____ f- CONCRETE AND WOOD �POST ��— FOOTING SIZE: SEE TABLE"C- FRONT VIEW ............................... ...... SIDE VIEW TABLE "A" TABLE "B" TABLE TTCTT TABLE "D`T RAFTER SPANS HEADER SIZE & SPANS FOOTING SIZE LEDGER (DOUGLAS FIR 42 OR BETTER) (DOUGLAS FIR#2 OR BETTER) BOLTING d SIZE SPACING SPAN RAFTER HEADER BASED ON 1000 ALL LAG BOLTS SPAN P.S.F. SOIL BEARING SHALL HAVE /a" SPAN SIZE PRESSURE. PRE-DRILLED HOLES-(SEE NOTE 2) 2 x 4 12"O.C. 9'-1 O" 8'-0"MAX 4 X 6 18"SQ.X 12" DEEP 1/2" DEA. X 5" 16"O.C. 8'- 1 1 1' UP TO 1 O'-0"MAX 4 X 8 18"SQ-X 12"DEEP 24"O.C. 7'-8" 12'-0" -1211-0"MAX 4 X 10 181,SQ.X 12" DEEP LONG AT 16" 32''O-C. 6'-3" 1 4'-0" MAX 4 x 12 18"SQ.X 12" DEEP O.C.STAGGERED 2 X 6 12''O.C. 1 5'-4" 12'-1" 8'-0"MAX 4 X 8 24"SQ.X 12" DEEP (2) 3/8" DIA X 5" 161,O.C. 13'-9" i O'-O"MAX 4 x 10 24"SQ.X 12" DEEP TO LONG AT 16" 24" O.G. 1 1'-3" 11 1 2'-0"MAX 4 x 12 24"SO.X 12" DEEP O.C. 32''O.C. "9'-711 20-0 1 4'-0"MAX 4 X 14 24"SQ.X 12" DEEP 2 x 8 12"O.C.—_-20'-O" 16"O.C. 1 a'-2" NOTES: _24"O.C. 1 4' 1 O" I' TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X HORIZONTAL FRAMING MEMBER. 32"O.C. *12-.-8" 2• LAG BOLTS MUST FULLY ENGAGE A WOOD STUD OR RIM JOIST AND BE PROVIDED 2 X 1 0 1 2"O.C. 20'-0" WITH APPROPRIATE WASHERS.LAG BOLTS SHALL BE LOCATED A MINIMUM OF 1.1/2" FRO M THE TOP OR BOTTOM OF THE LEDGER. 1 6"O.C. 20'_III 3. NO'f DESIGNED TO BE ENCLOSED-ADDITIONAL ENGINEERING ANALYSIS WILL BE 24''O.G. 18'- 1 1 " REQUIRED IF ENCLOSED. 32" O.C. 16'-2" 4- SEE PAGE 2 OF 2 FOR CONSTRUCTION DETAILS. 4 X 4 24''O.C. 1 O'-O" 5. ARTIFICIAL LIGHTING IS REQUIRED IN ROOMS THAT HAVE WINDOW OPENINGS INTO ;- THE COVERED PATIO AREA IF THE TOTAL WINDOW AREA IN THAT ROOM IS LESS 32"O.C. 9'-3' THAN 10%OR THE FLOOR AREA OF THE ROOM OR 20 SQUARE FEET,WHICHEVER 48"O.C. 7'-8" IS GREATER. 4 x 6 24"O.C. 1 15'- 1 1" DISCLAIMER: 3 C #13'- ALTERNATE PATIO DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS CONVENTIONAL STANDARD DESIGN IS 48"O.C. *1 1'-3" AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE 4 X 8 24"O.C. 20'-0" AGAINST FAILURE OR DEFECTS. 32"O.C. 18--2" WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM 48" O.C. *14'- 1 O" CITY OF LAKE ELISINORE THIS SPACING AND SPAN LAU LSIIYOIu BUILDING DEPARTMENT IS FOR LATTICE PATIOCOVERINGS ONLY. PATIO COVER STANDARD 951-674�3124 EXT.224 130 S.MAIN STREET,LAKE ELSINORE,CA.92530 i Fgx:951-a71-tai9 I/1/2003P 0 PA'nOS-D2002.VSO PAGE OF 1T \ LE c-,,q yr- ST. KNEE BRACE DETAIL AT END POSTS LEDGER ATTACHMENT (REQUIRED WHEN RAFTER SPAN EXCEEDS 12 FT.) D TAIL 11 24" 24" EXISTING �4 ROOF �. f---HEADER—► tQ 0 .. EDGENAIL / PLYWOOD AT 6" ` •�, �• O.C.AT LEDGER 1I\ LAG BOLTS,& 'A"l%A EiULTS W/NUTS G (.SEE TABLE D) I q J5' 8" WASHERS TYPICAL ALL i BRACED CONNECTIONS ^I EX151_ING Iit STUDS 40 BRACE f (?J2x4BRACES RAFTER 3' APPROVED JOIST ! MUST 4x4POST A� A HANG— (MIN) (MIN) I i ! I SECTION A-A NOTES. /NOTCH: J� 1.USE A CONTI NUOUS 2X LEDGER-SAME DEPTH T—r 1-°/z" AS RAFTER OR LARGER OPTION 1 OPTION 2 2.SEE TABLE"O"FOR BOLTING REQUIREMENTS INVERTED HEADER DESIGN OPTION (LATTICE ONLY 6 TWO'/2"DIA.THRU-BOLTS (W/WASHERS), PER p 0 c \ CONNECTION AS SHOWN 0 FOR HEADERS OR RAFTERS- TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE hX MEMBER. SEE TABLES "A"& "B"FOR SPAN LIMITS e � NOTE: KNEE BRACING REQUIRED WHEN RAFTER SPAN EXCEEDS 12 FEET" 2X FASCIA OVERHANG ATTACHMENT-- LATTICE ONLY OPTION 1 OPTION 2 2X4 RAFTERS OR PREFAB.ROOF TRUSSES 2X4 LEDGER W/20d NAILS OR Va"DIA,X 4" 2X6 OR LARGER RAFTERS LONG LAG BOLTS 032"O.C. 2X4 STRUT W/(3)Bd TOENAILS FROM STRUT TO LEDGER — -- r E OQUA —— ANCHOR a� evK svA SS OR I LS EQUAL ANCHOR �` ��i 2X FASCIA 2X FASCIA ! APPROVED APPROVED JOIST HANGER JOIST PIANGLR j 2X2 OR 2X4 - PATIO RAFTERS PATIO RAFTERS SEE TABLE-A" a 0— SEE TABLE W 30"MAX PATIO RAFTER SPAN j PATIO RAFTER SPAN OVERHANG ! LIMITEDTo 8'FOR LATTICE I �"M +�I4LlMRE0T08'COR LATTICE- COVER I OVERHANG..r! COVER WESTERN RIVERSIDE COUNTY CODE I UNIFORMTt'Y PROGRAM CITY OF LAKE ELSINORE NOTE:VERIFY STRUCTURAL SOUNDNESS OF ROOF CITY OF RAFTERS FOR DECAY OR TERMITE DAMAGE, 210 lz� IZE BUILDING DEPARTMENT L5[TIU AND REPLACE WITH LIKE MATERIALS AS LA T1;I AM IXT1q NEEDED, AFTER CONSULTATION WITH THE PATIO COVER STANDARD BUILDING DEPARTMENT. 951-674,3124 EXT.224 130 S.MAIN STREET,LAKE ELSINORE,CA 92530 is wx:9S 1-471.1 a I9 77.77 7.77 e PATIOSI'02008.V5D PAGE 2 OF 2