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HomeMy WebLinkAboutVIA VALDEZ 31744_05-00001788 City of Lake Elsinore -PERMIT130 South Main Street - JOB ADDRESS . . . . . 31744 VIA VALDEZ DESCRIPTION OF WORK MODULAR HOME OWNER CONTRACTOR LOWE GRAHAM PERMA BRACE CONSTRUCTION LOWE BETTYE P.O. BOX 1248 31744 VIA VALDEZ WILDOMAR, CA 92595 LAKE ELSINORE CA 92530 951-678-4011 - LIC EXP 0/00/00 A. P. # . . . . . . 379-272-022 8 SQUARE FOOTAGE 1 OCCUPANCY . . . . GARAGE SQ FT 1 CONSTRUCTION . . . FIRE SPRNKLR VALUATION . . . . 3,400 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 2 . 00 X 12 . 5000 VALUATION 25 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 93 . 00 . 00 93 . 00 OTHER FEES PLAN RETENTION FEE 2 . 50 . 00 2 . 50 SEISMIC GROUP R . 50 . 00 . 50 TOTAL 96 . 00 . 00 96 . 00 SPECIAL NOTES -& CONDITIONS MOVE MOBILE TO PERMANANT FOUNDATION Oper: COUNTER Date: 5/16/05 16 Receipt no: 6078 Total tendered $96.00 Total payment $96.0Q City of Lake Elsinore ,,,� Please read and initial Building Safety Division dLw'1.I am Licensed under the provisions ofBusiness and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.I,as owner ofthe 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 I as owner ofthe property am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: I have a certificate ofconsent to selsnsure or a certificate of workers compensation Insurance Approved plans must be on job or a certified copy thereof at all times: 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance ofthe work for which this permit is issued Note:If you should become subject to Workers Compensation after malting this certification, Code Approvals Date Inspector you mast forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO1 soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings — S BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO1 Underground Water Pipe SSO 1 Rough Septic System SWO 1 On Site Sewer BPOS Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring ELOS I Rough Electric/ T-Bar MEOI Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP 10 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BPI Lathing&siding PL99 Final Plumbing EL99 Final Electrical NM99 Final Mechanical BP99 Finial Building j1 Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rem./Forms building ing released by the City POO I Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance POOS Pre-Plaster Approval En 'reeving P009 lFinal Pool/Spa , 4 - - j City of Lake Elsinore 130 South Main Street APPLICATION FOR APPLICATION N0 60 BUILDING PERMIT DATECA'ION�`IV�E S AP d VALUATION CALCULATIONS 37 - Ala- 0a,— BUILT ADDRESS) `, \ ` 152 FLOOR SF 3 7 et4 V la V 1�eZ l.a1C S 11\O�!Q TRACT BLOCK/PAGE LOT PARCEL 2nd FLOOR SF t- 406-D, NAME Lowe 3rd FLOOR SF O W MAIUN ` I NE GARAGE SF N ADDRESS 3�7 4 V 2Z\� a E Y 7A E IP STORAGE SF R arce qa © I hereby a irm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and my ` C license is in full force and effect. OTHER: x SF O LICENSE# G367S-7 CITY BUSINESS N AND CLASS G 4-7 TAX# T NA ;� 1 VALUATION:s— y00 Qt 3z/00- ` R 'eYMa-\J( -e C-0YlS`CvC-��OVI A MAILIN ram. O• &-/ l a:4g C ADDRESS T 1 FEES T CIT STATE/ZIP PHONE Q tl�i6,n41 CP,\ gasps 6��-�oii BUILDING PERMIT S- R CCT R'S SIfN 7� DATE PLAN CHECK NAME LICENSE# A PLA.':P,:WEIN R - MAIL t G C A_DORESS � - SEISMIC H ITY TATE/ZIP PHONE PLAN RETENTION ❑NEW OCC GRP./ CONST. s ❑ADDITION DIVISION: TYPE: 0 ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS ❑SINGLE FAMILY ZONE: ❑APARTMENTS jaI cer*that I have read this application and stale that the ❑CONDOMINIUMS HAZARD YES above information is correct.I agree to comply with an city p TOWN HOMES AREA? NO and county ordinances and state laws refafing to buMing p COMMERCIAL SPRINKLERS YES construction,and hereby authque representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the abo%e-mentioned property for i sp- O REPAIR PROPOSED USE OF BLDG: 0 DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION r,enJc -Ov Signature of Applicant or Agent Date Agent for ❑ contractor 0 owner Agents Name Agents Address Street City State zip S SITIE PLAN 4AME -PHONE SITE ADDRESS -1 74 -U,a V���2� ASSESSORS PARCEL [CUMBER 3 Tj- a-7 a- 09-a --- - -— - -- Provkt2 North Affew REAR PROPERTY-)_tNE - SCE EI_SINa�E I - ITY �F LA BUILDING DIVISION I ID E E P R PERMIT Tr R 9 r O E R POV D AP y � y . .6 L N E j ao FRONT PROPERTY LINE - - _ ._' - - --- • --- --.. __ N A NOTE S: E UNIFORM BUILDING CODE AND THE ON THESE PLANS CONFORM I TRLE 26 AND TO TH GENERAL L b 6' 5'-6' S'-6' S'-6" 5-b x 5 d_ 5'-6' S'-6" 5'-b- -6 OF THE PERMANENT FOUNDATION IS FOR USE WITH HUD OR WITH 4� < uAx uax. uAx. i 05F MAX uAX Na X. MAX. nlnx I. AL_ CONCRETE SHALL WITHSTAND 2500 LBS. PER SQUARE INCH ULTIMATE CALIFORNIA MANUFACTURED HOMES.j COMPRESSIVE STRESS AT 28 DAYS. 3 1 I 2. ALL LOAD BEARING FOOTINGS SHALL BE A MINIMUM OF TWO FOOT (2'-0-) LL O 3 i ff 5-1 I s-1 I BELOW NATURAL GRADE. ALLOWABLE SOIL BEARING PRESSURE IS 1000 LBS. NOTE: o �{ PER SQUARE FOOT PER TABLE 18-1-A 1997 U.B I .C. S1RJCTURAL STEEL MAY BE USED STEEL OF ANY GRADE EOUA_ TO A36 OR GREATER. wW- '"z s 3. 00 NOT SCALE DRAWING. WR(IIEN DIMENSIONS ON DRAWING SHALL TAKE REINFORCING STEEL i0 HAVE A YIELD STRENGTH OF AT LEAST 40.000 P.S.I. I^t Z o PRECEDENCE OVER SCALED DIMENSIONS ALL WELDING TO BE DONE BY STATE OR LOCAL JURISDICTION APPROVED WELDERS w I o -� - - OR STATE C-60 LCENSED WELDING CONTRACTORS. ELECTRODES TO BE TYPE 5014 OR z n - © B © © © © B Q © 4. A MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BENEATH FLOOR JOIST 7014 OR 6011 WIELDING 10 CONFORM WITH AWS DI 1-77 <mi v E 11 & 12" MINIMUM BELOW MAIN CHASSIS BEAM = O C E G $© © © © © © © © © © 5. HIGH STRENGTH CABLES SHALL BE TIGHTENED TO TURN RN OF NUT METHOD LYB� n n n SO NO MORE THAN 1/4' OF MOVEMENT IS OBTAINED WHEN ROD SHOE IS I.THE GROUND AROUND THE PERIMETER OF THE MANUFACTURED Ow J C PULLED BY HAND. CABLE TO 8E HIGH STRENGTH 7 WIRE ASTM A-475 CABLE, HOME SHALL BE SLOPED TO DRAIN AWAY FROM THE FACE OF a Z 22 -KLJY' -LKJY' LJt - GRIPS FOR CABLES TO BE 1/4- DIAMETER FWC 375 BA FLO-LOC STRAND GRIPS. THE MANUFACTURED HOME AT LEAST 1 1/2" IN THE FIRST 3' 6. COLUMN MUS' BE EMBEDDED NO LESS THAN 12" M EXCAVATION. ALL FLOW LINES SHALL SLOPE AT 1% GRADE MINIMUM MARRIAGE LINE l __ _ - 2.THE TERM MANUFACTURED HOME INCLUDES MOBILE HCME m - 7. RELOCATED P:ER, PAD & JACK ASSEMBLY SHALL NOT EXCEED 3' MAX. FROM ORIGINAL \x- LOCATION AS NECESSARY BY OBSTRUCTION OF FOOTING OR CABLES C - - - - - \ - / -- - - 8. ATTACHMENT HOLES ON COLUMN LOCATED NOT MORE THAN 6' ABOVE GRADE NOTE. cc) © \ `/ © © IN COLUMN WEB. PIER CAPACITY O 1,OD0 r/s. f. = 4,000 Ib, PER T25, TABLE 1334-1 _ b 9. ALL PIERS TC BE ATTACHED TO CHASSIS/FRAME OF COACH AND TO MAXIM,.M FLOOR AREA PER PIER - 36 SO.FT PIER PADS. C G ^� UNLESS OTHERWISE RECOMMENDED BY MANUFACTURE'S 4D © OA B © © ID •.J B QA © C SEE MANUFACTURES INSTALLATION INSTRUCTIONS FOR _ 10. PROVIDE MIN. 18" X 24" ACCESS HOLE/CRAWL SPACE LOCATED WITHIN 20' ADDITIONAL REQUIREMENTS, SUCH AS CENTERLINE SUPPORTS. (� R == - - J?°��' ___ OF CLEAN-OLIT. - - - 11. IF PERIMETER IS ENCLOSED, PROVIDE 1 1/2 SO, FT. OF VENT AREA FOR EACH NOTE W (' -- J 25 UN. FT. CF MH. THE VENT TO BE UNIFORMLY SPACED PIER BASE MAY BE 18 1/2" SQUARE ' 1 1 I ALONG OPPOS.ETE SIDES OF MANUFACTURED HOME. OR 11 1/4" x 30' OR ANY OTHER SIZE N ` i b� WITH AN AREA OF AT LEAST 337.5 S0. o INCHES. BASE MAY BE TREATED VARIES 3'-0" VARIES _ 2x 12. 3 1/2" MIN. THICKNESS CONCRETE. N N -""- --------- 1'-O m ASS PLASTIC WITH AN APPROVED GRID PATTERN OR ANY OTHER ACCEPTABLE MATERIAL. O RELOCATED PIERS AND PADS(AS NEEDED) M SEE GENERAL NOTES w� O PPEERMANENT2•FOUNaC011 SYSTEM DEEP FOCIT&GS W/ - _ [!'..., �`. [\�^-.. !'�- W-/ ©EXISTING PIERSAND WD55 PERMANENT ATTACHMENT ro 4 LyS I V N".. �T K E E LS I N OR CHASS0 -0 m � FOUNDATION PLAN sort BEARjnc ` h"' ( , �r/�o�/Q P F W �R NO SG1EE FLOOR LNG+k�I� D''LdANI jp pSF i i C��I Eli • -VARIES CROOF LIVE LOAD/DEAD LOAD 25 PSF(MINIMUM) a V - - = in 'Y VARIES WIND LOAD 70 MPH EXP 'C' WIND I- to C CONCRETE (Fc)r (- a. _11 2500 PSI n ^ 1 q SEISMI�...z0k. 1 � ._ - 0 E d --- FOUNDATION TOLFkANCES -_+ LL SIDEWALL ELEVATION NC SCALE _y F• 4 ENDWALL ELEVATION h NC SCAE EXISTING M/H CHASSIS -BEAM •�• - 1/2"HEX NUT 0_ TOP VIEW _ EX15fRIG M/H CHASSIS I-BEAM ----- W 1/4-HS. 7 WIRE 1 '/2'x 0.14B TECO NALLS (4) � 1/2'HEX NU ASTM A-375 CABLE -- FARCES TYPICAL OR (4) 1/4"a EXISTNG PIER AND X 8 1 1/2'SCREWS •/WASHERS 1/4'x 4' MOUNTING PLATE r1 4 ( /2' a 0.145 SHOT PIN K ASSEMBLY (2) HILT1 EDN 19 SHOT PIN _ FLO-LOC STRAND GRIP u OR APPROVED LOCK "OP OR u • FWC 375 8A OR 2) 1 1 Ua 1/2"A-307 M.B. 1/2'A-307 US II � (2)/10 TEK SCREWS OR I W X X (2)11/16Y HOLE 5/8'� HILLSIDE WASHER II 3/8-CIA BOLT OR 1'LONG WIG x 12 OR BETTER S' FILLET WELDS (2 PLACES) } ASTM 36 = 5/B' EYEBOLT in 3 Z /16 5/8' NUT & WASHER WIO x 12 OR BETTER p '� I ASTM 36 W 1 II 4 •., II III- 7�1 II I� II�—`�I, �o �In ( - I • �. 2Z P EXIST04G WOOD PAD C 0 ATTACHMENT DETAILS s aLL a1-1 ❑ 2'X 12'% 2'-8'LONG NO SELF s-I ru' ' • II- ry =11' III o SIDE VIEW g /4 REBAR 2 PIECES . C 4 4 • •, ' d' 3/16 IMP. ~ FINISHED FLOOR Ern sr.w.�.ems+fs yq L� .+sc, dam 4n.o - -- FWC 5/8" HILLSIDE WASHER - 3' MINE 3' MIN. l •, 11...rna4...4+..W r f-' L N, ULLAXANLL .._.._.-__..-. /w�a4ee�Xa AD1e—sue M0AVF Yaxw a uYvna rxw.a.a>•xrn a« ' �xNt.M4R.fa4wA✓e aOAAlm1� 2'-0'SO 2'-0 SC. EXISTING MOBILE HOME-� 3/16 \TYP - CHASSIS I-BEAM / 5/8' NUT AND WASHER y 1/4'H.S. 7 WRE r111L.1 o EXISTING PIER AND- 5-I ASTM A-375 CABLE ---- G O JACK ASSEMBLY FWC FLOW LOCK My • ry 1 1/2' x 0.140 TEGO NAILS ;4) STRAND GRIP 5/8'DIAMETER EYE BOLT PLACES TYPICAL OR (4) 1/4". _ 1 1/2 SCREWS./WASHERS 8Y FWC OR EOUAL 14 OR (.) 1 1/2•x 0.145 SHOT PINS NONE "" 'X EXISTING PIER ATTACHMENT DETAIL 3 ai ..,v�.c ,` ^ .. 7001-6 � PERMANENT MANUFACTURED W NEW CABLE BRACE NO SCALE S 1 A�' o`;;",�', , HOME FOUNDATION SYSTEMOA�� ' _ S-L 4?w