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HomeMy WebLinkAboutBRISTLECONE STREET 16470_03-00002155 City of Lake Elsinore ®r PERMIT 130 South Main Street PERMIT NO: 03--00002155 DATE: 11/03/03 JOB ADDRESS . . . . . 16470 BRISTLECONE ST DESCRIPTION OF WORK FOOTINGS ONLY OWNER CONTRACTOR MYERS FINIS PERMA BRACE CONSTRUCTION MYERS HELEN CA 92530 909-678-4011 LIC EXP 0/00/00 A.P.# . . . . . 379-241-016 7 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT . . . 0 CONSTRUCTION FIRE SPRNKLR . . . VALUATION . . . 2 , 000 ZONE . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 15 . 00 X 2 . 7500 VALUATION 41 . 25 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 91 .25 . 00 91 . 25 OTHER FEES PLAN RETENTION FEE 2 . 50 . 00 2 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEE 64 . 69 . 00 64 . 69 TOTAL 158 . 94 . 00 158 . 94 SPECIAL NOTES & CONDITIONS ADD PERMANENT FOUNDATION TO EXISTING MANUFACTURED HOME. Date: 11/83/43 83 beipt so: 2M Total tendered $158.94 Total payment $156.94 City Of Lake Elsinore Building Safety Division please Read and Initial: . I am Wearied under the provisions of Business and Professional Code Section 7000 et seq.and my license Is to full force. ,Post in conspicuous place 2. 1,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 on the job offered for sale. 3. I,as owner of the property,am exclusively contracting with licensed ntractors to construct the project. You must furnish PERMIT NUMBER and the 4. 1 have a certificate of consent to selfinsure or a certificate of Workers JOB ADDRESS for each respective inspection: �. compensation Insurance or a certified copy thereof. Approved plans must be on 4b 5.1 shall not employ any person in any manner so as to become subject to Workers Commpensation taws In the performance of the work for at all times: which thin permit is issued. Note: If you should become subject to Workers Compensation after making this certification,you must forthwith comply with such pro- visions or this permit shall be deemed revoked. code Approvals. Date Inspector EL01 Tern Elee Services PL01 Soil Pipe Underground EL02 Elec Conduit Underground spot Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PL01 Underground Water Pipe SS01 Rough Septic System SWol on site Seer BP07 Roof Framing PLOS Rough Plumbing EL03 Rough ri - EL04 Rough Electric-Wiring EL05 Rough Electric-T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilatin 04 E12ugh Gas Pi -Test BPlQ_ELg2_ Roof Drains BP 2 Insulation BP13 Drywall Nailing BP11 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building P— Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES Dep.Inspector Department Approval required prior to the Pool Pool Steel Rein./Forms building being released by the City Pool Pool Plumbing/Press.Test P003 I Pre-Gunite EL06 Rough Pool Electric Date Ins for Planning Sub List A oval —Landscape P004 Pool Fencing/Access Finance 05 Pre-Plaster Engineering P009 I Final Pnni/-qnn f Lake a Elsinore South Main Street City APPLICATION FOR APPLICATION NO. BUILDING PERMIT 3- z 1_5'sr APPLICATION RECEIVED DATE i f­63 0 3 VALUATION CALCULATIONS AP a,3 7 /b 7 By W Sf FLOOR _SF BUILDING ADDRESS 2nd FLOOR SF TRACT BLOCK/PAGE LOT/PARCEL 3rd FLOOR SF 4-7 2 3 GARAGE 5F ."/,yy�=NAME ��LI _�,L'-`r'/ STORAGE SF. z MAILING / 1p / PHON ADDRESS /� b �I - DECK&BALCONIES SF . o CITY ��� STATE/ZIP OTHER: C q2 S3 SF 1 hereby affirm that 1 am licensed under provisions dl Chapter 9(commencing with Section 7MG)of Division 3 of the Business and Professions Code,and my license is in full force . and eHtxt. z LICENSE N .�.�CITY BUSINESS AND CLASS � TAX# VALUATION. g NAME FEES MAILING 6 r PLAN CHECK CON RACT •S SIGNATU DATE _-_._ �` _� ADDITIONAL PLAN CHECK NqM LICENSE W MAILING - 2 ADDRESS V C CITY STATE/ZIP PHONE Cf ! ❑NEW ❑REPAIR OCCGRP./ CONST. DIVISION: TYPE: MICROFILM 'j o ❑ADDITION []MOVE NUMBER OF NUMBER OF ❑ALTERATION DDEMOLISH STORIES: BEDROOMS: COPIES ❑OTHER ZONE: ❑SINGLE FAMILY units HAZARD AREA? YES NO IMPRO FEES ❑ SCHOOL FEES ❑ ❑APARTMENTS units OCONDOMINIUMS units SPRINKLERS REQUIRED? YES NO ❑TOWNHOMES units PROPOSED USE OF BUILDING: ❑COMMERCIAL ❑INDUSTRIAL PAID PRESENT USE OF BUILDING: / DATE JOB DESCRIPTION � Qt� �I. -- .�.1U;� 0 [certify that I have read this application and state that the ►'iA vy � S � vvv above information is correct. 1 agree to comply with all city ( /h/L) M Z& and county ordinances and state laws relating to building construction, and hereby louthorize representatives of this city to enter upon the a ve-mentioned property for inspec- tion purposes Signature of Appli nt or Agent Date AGENT FOR ❑ CONTRACTOR ❑ OWNER AGENT'S NAME AGENT'S ADDRESS STREET CITY STATE ZIP REV.DATE 11.1•90 PERMIT NO. SITE PLAN NAME I"�`(� S PHONE ( ) SITE ADDRESS G 41 O ?5RNs� econ-e L.a.<e e1 s i n©r-e ASSESSORS PARCEL NUMBER 3~l q- a 4 - 016 Provide North Arrow REAR PROPERTY UNE llk� 5, N a � � stiff s I D D E E P P R go 1a. R O ve e-k s-k+nU VYNWV\ O P P E E R R T 0 T Y Y b L L - I N N E E ao FRONT PROPERTY UNEfi Street A•o• ,Z:�$�A� OF COUNTY OF RIVERSIDE . = DEPARTMENT OF BUILDING AND SAFETY i ~' APPLICATION TO CONSTRUCT WORKSHEET ,�� °.. „ ••' eta °a$APZ PROJECT INFORMATION Permit# Jobsite Address No. Street Name Rd/St/Etc. Space# Thomas Guide Page # Grid Location Cray/Community State Zip Code Assessors Parcel Number CA Property Ownees Last Name First KOFIRICE I I. F .. ..k...... .... .. a :......:....:: .......: . .: . ..... ...;.: . �� � rt6UTr�t # . ... .. ..:...:.: ....::.:.. P ar. I, . . ............ ........... : I i„ , A► frortta e: [FSB:. LfRt , APPLICANT/AGENT INFORMATION Note: The applicant will receive ALL billings, correspondence and refunds for deposit-based fee permits. Applicant/Agent's Last Name: First Mailing Address No. Street Name Road/Street Space# City/Community State Zip Code Phone Number Permit Use: Has or will grading exceed 50 cubic yards? (Circle One YES NO Has or will fill be greater than 1 foot? Circle One YES NO CONTRACTOR OR OWNER/BUILDER INFORMATION (Circle One) Calif. Contractor EXP. Type Firm Name License # Date Mailing Address No. Street Name Road/Street/Etc. Space # City/Community State Zip Code Phone Number: 284-199 08/01 THESE PLANE CONFORM TO CALWORNIA CODE OF REGULATIONS, N I o 0 TITLE 26 AND TO THE UNIFORM WILDINO CODE AND THE DESION p W r OF THE PERMANENT FOUNDATION IS FOR USE WITH HUD OR WITH b'W GENERAL NOTES: G CALWORNIA MANUFACTURED HOMES. z u u 25% 50% 25% 1 ALL HALL CONCRETE S WITHSTAND 25DO LBS. PER SOUARE INCH ULTIMATE .ENC'H • (68. COMPRESSIVE `TRESS AT 28 DAYS -8' S'-6' S'-8' S'-6' S'-6' S'-6' 3'-6' 3'-6' S-6' 5'-6' '-6 2 ALL LOAD SEARNG FOOTINGS SHALL BE A MINIMUM OF TWO FOOT (2'-C) NOTE: W.-. mza uAX I MAX Mnr MAX MAX MA MAX. MAX. VAt X E1OW NATURAL GRADE. ALLOWABLE SOIL BEARING PRESSURE IS 1000 LBS. STRUCTURAL STEEL MAY BE USED STEEL OF AN" GRADE EQUAL -0 A36 OR GREATER. ww t-- i +x av o I I I I I FLU. SQUARE =C0' PER TABLE 18-1-A 1997 U.B.C. REIN : A H FORCING STEEL TO HAVELD STRENGTH OF AT LEAST <Q000 P.S.I. ,� o z ALL WELDING TO BE DONE BY STATE OR LOCAL JUR!SDICTION APPROVED WELDERS wl•+'T I 0. 1 t 3 DC NOT SCALE DRAWING. WRITTEN DIMENSIONS ON DRAWING SHALL TAKE OR STATE C-60 LICENSED WELDING CONTRACTORS- ELECTRODES TO BE TYPE 50"4 OR z� n �= P PRECEDENCE 0/ER SCALED DIMENSIONS 7014 OR 6011. WELDING TO CONFORM WITH AWS DI.t-77 4mv zg 15 _ 4. A MINIMUM 18' CLEARANCE SHALL BE MAINTAINED BENEATH FLOOR JOIST z t h 12' MINIMUM BELOW' MAIN CHASSIS BEAM NOTE: Z .109 ___ _ ____ ____ ____ __ ___ 5. HIGH STRENGTH CABLES SHA-L BE TIGHTENED TO TURN OF NUT METHOD 1.THE GROUND AROUND THE PERIMETER OF THE MANUFACTURED �a ?g Div =_ RE THAN t 4- OF MOVEMENT IS OBTAINED WHEN ROD SHOE IS HOME SHALL BE SLOPED TO DRAIN AWAY FROM THE FACE O SO NO MORE / LEAST 1 1/2' IN THE FIRST 3' ' -- -�-- -�----�- -- o� PULLED BYHAr10. GgV THE MANUFACTURED HOME AT TO 8E HIGH STRENGTH 7 WIRE ASTM A-475 CABLE. ALL FLOW LINES SHALL SLOPE AT 1% GRADE MINIMUM. �>c © C BQ © © C 08 © GRIPS FOR CAE-ES TO BE 1/4' DIAMETER FWC 375 BA FLO-LOC STRAND GRIPS. 2 THE TERM MANUFACTURED HOME INCLUDES MOBILE HOME AND ' ice i 6 COLUMN MUST BE EMBEDDED NO LESS THAN 12' IN EXCAVATION U'Yt- © BO © © C BO © COMMERCIAL COACH C a �DJO - 7. RELOCATED PIER. PAD k JACK ASSEMBLY SMALL NOT EXCEED 3' MAX. FROM ORIGINAL tr [o =_ pn� __ LOCATION AS NECESSARY BY OBSTRUCTION OF FOOTING OR CABLES. NOTE' -__ - ---=q====�- -� -- __- I PER CAPACITY C 1.000 //s. I. : 4,000 IC. PER 125. TABLE 1334-1 V C ` c u 8. AT ACHMENT H%ES ON COLUMN LOCATED NOT MORE THAN 6" ABOVE GRADE MAXIMUM FLOOR AREA PER PIER - 36 SOFT. g F I IN COLUMN WE9 UNLESS OTHERWISE RECOMMENDED BY MANUFACTURE'S C .� 1 t I 9 ALL PIERS TO 3E ATTACHED TO CHASSIS/FRAME OF COACH AND TO SEE MANUFACTURE'S INSTALLATION INSTRUCTIONS FOR e PER PADS. ADDITIONAL REQUIREMENTS. SU.H AS CENTERLINE SUPPORTS. r R C 10 PROVIDE MIN. '8- X 24" ACCESS HOLE/CRAWL SPACE LOCATED WITHIN 20' OF CLEAN-DU-. NOTE: t'-O'l PIER BASE MAY BE 18 1/2" SQUARE VARIES VARIES VARIES z SS 11. IF PERIMETER :S ENCLOSED. PROVIDE 1 1/2 SO. FT. OF VENT AREA FOR EACH OR 11 1/4- . 30' OR ANY OTHER SIZE co ` S `' 25 LIN. FT. OF MH THE VENT TO BE UPMFORMLY SPACED WITH AN AREA OF AT LEAST 337.5 SO. ' g ALONG OPPOSi- SIDES OF MANUFAM- REO HOME. -`�� INCH ES. BASE MAY BE TREATED 2.12. 3 1/2' MIN. THICKNESS CONCRETE, N (a R -.,7 ASS PLASTIC WITH AN APPROVED GRID 0 SEE GENERAL NOTES ,�1 PATTERN OR ANY OTHER ACCEPTABLE R£LOCATTD PIERS AND PADS(AS HMO)O Il,/t/X NEW 2' X 2' X 2'-0-DEEP FOOT140S W/ N PERMANENT FOUNDATION SYSTEM -- co D35T1NG PIERS W/ PERMANENT ATTACHMENT TO ©CHASSIS ArID PADS ` — FOUNDATION PLAN {� 4) R� "°SCALE, _ DESIGN NOTES: x 0 VARIES VARIES S01_ 8EA?ING 1000 PS' I I I FLOOR :iVE LOAD;DEAD LOAD 50 PS' C 0 ROOF LIVE LOAD/DEAD LOAD 25 PSF(MINIMUM) W ` 1! / WIND LOAD 70 MPH EXP 'C' WIND m �W8 C CONCRETE (Fc) 2500 PSI 7 i SEISMIC ZONE #4 0 LL SIDEWALL ELEVATION ENC>WALL ELEVATION FOUNDATION TOLERANCES vEaT, - 1/8' SQUARE a. NO SCALE . No SC.LE iWW t.it ..s.= r o3 x 61 TOP VIEW 1 1/2'.0.148 TECO NAILS (4; EXISTING PIER AHD - tN EXISTNG M/M CHASSIS I-BEAM PLACES TYPICAL OR (4) 1/4'. JACK ASSEMBLY 1/z'I,EJ( rAJT 1 1/2"SCREWS W/WASHERS OR)APPROVED L KTTOP OR , OR(2) 1 1/2' A 0.145 SHOT RNS W (2) 010 TEK SCREWS OR ]N NG EXISTING Y/H CHASSIS r-BEAY FlLLBLTON LO�SL(20PLA,^,FSj - 1/4'H.S. 7 WIRE /2-NO( ASTM A-375 CABLE 11 t O 7/4' K 4'MOONTING PLATE 1/{'4 FWC 375 BA 1 w 1/4" . 4'110111NTINC PtA'F �'+ it FLO-IOC STRAND GRIP w Q p S 1/2'A-307 M.8. �I P1 1/2-A-307 Y.B. 5/8.0 HILLSIDE W I� WIO . 12 OR BETTER z ASTM M - 5/8-EYEBOLT EXIS7I4G W000 PAD PIER ATTACHMENT DETAILS�� a . H) 5/B'NUT k WASHER I W10 . 12 OR BETTER 2'X 12- x I'-6'LONG 40 SCALE- I ASTM M, r SIDE VIEW II k II it IIaRr it I I W .i- =I 4 • I, _ III I Q FINISHED FLOOR I � W o 4 FWC 5/6'HILLSIDE WASHER 1�41 •A e d ' 1 Y 17r}R/4 REBAR 2 PIECES 17 XAnAm SA'=wit 8C70I W EXISTING MOBILE HOME /0�1lLT7O cvu1CT1AR Isom 3'MM 3'MIN CHASSIS I-BEAM �RISIe..v+KalsQ.�ww sw.-+..r•I S/8' NUT AMID WASHER S 1/{'N.S. 7 WIRE 4WIc�aArom l..�,voa� 1�-05-0' EXISTING PIEFWC FLOW LOCK R AND I- ASTM A-375 CABLE �IOI�rI �`•'W 2'-0'SOL . 2'-0'SC JACK ASSEMBLY STRAND RIP 4�+�~ram+wry aaatc�' • 7 1/2'.0 48 TECO MAILS (4: SST (ND GRIP EYE BOLT t COOmAMI PLACES TYPKti OR ({) + 4'. BY;vY OR EOVAL Ill3fl 1f . I 1/2 SCREWS ./WAS * • 01t -- t4A+i NONE PERMANENT MANUFACTURED �� DR (2) 1 1/2 D,4s M8A1p „ i HOME FOUNDATION SYSTEM N0 srvE s ' EXISTING PIER ATTACHMENT DETAIL 3 sLA,.,.,,,,r ,,,,�, 7�t-6 W NEW CABLE BRACE NO SSA-E s ,a„ NV - - - 1 OF 3 SMEETS 1 C, t� �� ��r r �- t � �^� ��; �- � �� - z � �5 �, �