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HomeMy WebLinkAbout31700 GRAPE ST_ 98-0000107031700 GRAPE ST (SIGN) 98- 00001070 1 OF 1 w City of Lake Elsinore FE1tMT 130 South Main Street PERMIT NO: 9`_- - 00`,,'01070 DATE: 12/03/98 JOB ADDRESS . . . . . : 31700 "SIGN GRAPE ST it TENANT NBR, ru -1,7E FREESTANDING SIGN DESCRIPTIi;N OF WORK SIGN OWNER _—_ y _ CONTRACTOR SCHLUENIGAR STEVE'S SIGNS ELS:iNORE VALLEY SIGN SERVICE 31556 RAILROAD CYN RD CANYON LAKE CA 92587 909 -244- 11 LIC EXP 0/00/00 A•P.# 363- 140 -038 SQUrRE FOOTAGE 0 OCCUI'A'JCY . . . GARAGE SQ FT 0 CONSTRUCTION . . 'ZIRE SPRNKLR . VALUATION . . . 20,000 ZONE . . . . . . C -2 ELECTRICAL PERMIT QTY. CHARGES UNIT CHG PERMIT FEES ITEM CHARGE ELECTRICAL PERMIT 56.00 BASE FEE 30.00 1.0c X 21.0000 SIGNS 21.00 1.00 X 5.0000 PROFESSIONAL r.,EV FEE 5.00 00 PLAN CHECK FEE 187.20 SIGN PERMIT TOTAL 547.90 QTY SPECIAL NOTES & CONDITIONS UNIT CHG ITEM CHARGE RAIROAD CANYON BASE FEE 63.00 1.00 X 5.0000 PROFESSIONAL DEV FEE 5.00 18.00 X 12.5000 VALUATION 225.00 FEE SUMMARY CHARGES PAID PERMIT FEES ELECTRICAL PERMIT 56.00 00 SIGN PERMIT 293.00 00 OTHER FEES PLAN RETENTION FEE 7.50 00 SEISMIC OTHER 4.20 00 PLAN CHECK FEE 187.20 00 TOTAL 547.90 00 SPECIAL NOTES & CONDITIONS FREESTANDING SIGN FACING RAIROAD CANYON CONTINUED ON NEXT PAGE DUE 56.00 293.00 7.50 City of Lake Elsinore Building, Safety Division yMPostinacriq- c us place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respoictive inspection: Approved plans must be on job at all times: PY_ase Read and Initial: I. I am Licensed under the provisions of Business and Professionab Code Section 7000 et seq. and my license is In full force. 2. 1, as owner of the property, or my employees w /wages as their sole compensation will do the work and the structrne Is not Intended or offered for sale. 3. 1, as owner of the property, am exclusively contracting with Lrcenscd contractors to construct the project. 4. 1 have acertNcateofconsenttoselflnsureora certificate ofWorkers Compensation Insurance or a certified copy thereof. 5. 1 shall not employ any person In any manner so as tobecome subject to Workers Coompenestion Laws in the performance of the work for which this permit is Issued. Note: If you should become subject to Workers Cr - pensation after making tic+ certification, you must forthwith compt., with such pro- visions or InLs permit shall be deemed revoked. Code ovals Date Inspac for ELOI c Tamp Eloc Services Kai Soil Pipe Underground EL02 Elec Conduit Undairground BP01 Footings BPO2 Steel;' aieforcement — --- Grou: M 8F'03 BPS: Slab Grade PLOt Under rand Water Pielt SSOI Rough Septic System SWOT On ate Sewer FWr Joists BM Floor Sheathino i.llg ELCa Rouf1h Elecmc -Wiring ELOS I Ro: h Electric -T -Bar ME01 Ro Mecharmca1 ME02 Cucts, Ventilating h Gas F •Te i Hoof Drams Framing A Fleshing Pt k: u lion BP13 l Nailing BPI I Lathe & S,d,ng PL99 Final Plumbing EL90 Final Electrical ME99 FinalMechancal BP99 I Final Budding I G Code Pooltt Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES to, Depatnent Approval required prior to ft buildirtg being released by the City Pool Pool Steel Plain /Forms Pool Pool PlurnbnWprqr4. Test P003 Pro-[umte Date InspectorEL06RoughPoolElectric Sub List ADZ.ovd Plirnr>t POCA Pool FencirlgyAccesa _ _ nd FHineennP005Pre-Plester E P009 Final PoorS r t { of Lake Elsinore PET 130 South Main Street PERMIT NO: 98- 00001070 JOB ADDRESS . . . . . : 31700 "SIGN GRAPE ST " TENANT NBR, NAME . . . FREESTANDING SIGN DESCRIPTION OF WORK . : SIGN SPECIAL NOTES & CONDITIONS (CONTINUED) ROAD ON WAL MART SITE AT LK.ELS. CITY CENTER DATE: 12/03/98 PAGE 2 City of Lake Elsinore i Please Head and Initial: Building Safety Division 1. 1 am I lot -sed under the provtebne of Rushren and Professional'. Post in ao nspi.cuu- s p],a Code Friction 7000 et seq. and my license Is In foil farce. 2. L a s r:wner of the pr-Dperty. 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. 1 S. i. as o.uner of the property. am exclusively contracting with llcenmd' You must furnish PERMIT NUMBER contractors tc construct the project. C and the JOB ADDRESS for each 4. 1 have acertificatr of consent tosdftnsureora certificate ofWorkers resoactive Inspection: Compensation Insurance or a certified copy thereof: NfOVed plans It1USt he On job 5. 1 shall n:A employ any person In any manner soar to become subject at all times: to Workers Coompeneation Laws In We performance of the work for which this permit is famed. Now If you should become subject to Workers Compensation after snaking this certification. you must forthwith comply with such pro- visions or this permit shall be deemed revoked. Code Approvals Date I Inv actor EL01 Ternp E!ec So-vices it PL01 Sod Pipe underground EL02 Elec Conduit Under ound r Will Footings v- BP02 Steel Reinforcement r byC C- OA L- O_• T6 F -F- HM Grout qS 7 tic- r Cbry LAVC pcKP- t {- - Fr` R sur y EX L- 1 L p— `f- Kc- BPtu Slab Grade PL6t Underground Water Poe 15'5 7 SS01 Rouoh Septic System SWC1 On Site Sewer J' 9 I>I WOO Float Sheamna RPrA iimhiW EL03 Ro h Ebttnc•Wiri t G' ELOS Rough Electric -T -Ber ME01 Rough Mechanical ME02 Ducts. Venaleing Rough Gas Pipe Test In- on FP11 On-wit" Nailing MPr t Lethm & S ding PLS1• Final Rumb in f rL99 Final Electrical Mf99 Final Mechanical F,r49 Final Buildinq Code Pour ll Spa Appr,,vels Date Inspector OTHER DEPARTMENT RELEASES Departmenl AWOV31 required pr*r to the Poo, Pool ;leel Fern corms _ budding being released by tie City PON Pool Ptumbn ese. Test P003 Pre- Guni ;e EL06 Auuph Pool Elaelnt CYd l9 InbppclDr 'y plane ng Sub List A a a! POOL Pool Fein. Access Landscape t'_5 Pre•Pgi 1 r Fipartice ngineedrlg P009 Final Po:u U d Nx0U 1w - rV 'r} - --- 0 d I N r: 1 a 0 o Z 3 rcK Y d oo yr x r • o o o Z c N Y Ji oo yr r • C o Z c N Y Ji yr o I s N S 1- — I` T o yr v1 y I L I.v S O SV IIL I s w U r Ul cc 1 I LU 11-) tn2 N VI v ti J T assn i T" m o yr I.v S O SV I s w U cc w n c tn2 N C7— c¢ nNUU U' v ti J NL- W 2 y J _ _1 m I7 3 0 z0N 0 3 a 0 J Y3 x N i ji Z y o ' 5 2 II cc j VL L nJ MW 0 g w U dW-6Nc© zz T 7— na y UU N W m x YlJ ° £ J - m Q r C0 V~f ul CCU Oc) Z N Ul George McCurdyJ!0193T Skuctural Engineer 117 -A South Main Street, Lake Elsinore, Ca 925304105 909) 674 -9543 (Voke & Fax) o cd 9" to vent reinf n 3" Or 48" Job Name: S7EVES Job #98-214 Page # 1/2 Date: 24Nov98 12" Concrete Block -- "Skip" Grout @ cells w/ Reinf - -Ser, vibration note Vert Reinf: #4 @ 16" oc alt sides- -bend into Footing (Net Effect: Vert Reinf @ 8" oc) Horiz Reinf: #4 @ 24" oc Concrete Footing w! (1) #4 T &B (2 total) into either 1) undisturbed native soils or 2) engineered compacted fill SUectim View (nts) 9&-ID,-) DEC 1951 r JMFIE-T George iNlcCurdy Structural Engineer 117 -A South Maio Street, Lake Elsinore, Ca 925304105 909) 674 -9513 (Voke & Fax) 1) No deviations from these details are allowed unless specifically approved in wri tin¢ by this Engineer before proceeding with the work. Sufficient time shall also be allowed for the review, investigation and approval by the Building Department having jurisdiction for such changes. 2) It is the Responsibility of the Owner, Contractor(s), Architect and to ensure that the minimum requirements of the Soils/Foundation R, incorporated into these details. Any discrepancy between these detai Soils /Foundation Report are to be brought to the attention of this Er clarification ; re proceeding with the work. 3) Building Code: Uniform Building Code, ICBO, 1994 Edition (UNO) 4) Concrete: (No special inspection required UNO) F'c = 2,000 psi (@ Maximum slump: 3 -4 inches ( +/- I inch) 5) r 1ConcreteBlock, Masonry: (no special inspection required - -UNO) 0 Block/Brick: f"m = 1,500 psi, Grade N. (n = 25.8) EC 1998 Note: "Plastic" and "niasQnrv_gements are not allowed per 94 UBC Sections 2106.1.12.3.5 & 2106.1.12.4. Grout: 2,000 psi, Maximum slump: 9 inches ( +/- 1 inch) Note: Grout must be "mecbanicaliy" vihraied. Any `'manugliY." vibrated grilut is UnaccelItghle_ and the mason[y construction may be removed att____ -. /...- t....t.. -.f.. ......i /1 h n nnn innel Mortar: Type M, 2,500 psi (Note: Mortar may extend a maximum of 1/2" into cell cavity) 6) Reinforcing Steel: ASTM A615, Grade 40 for #4 & 15 rebar, Grade 60 for #6 & larger rebar. 7) All block cells are to be cleaned out of all loose debris before placing the gr mot. No excess grout, mortar or debris of any kind may be "dumped" behind the wall as back fill. Soils removed from the footing excavations may be used as backfili material only if approved by the Soils /Geotechnical Engineer in writing (please see the details for the "non expansive" back fill and drain requirements). All such excess materials and soils shall be removed from the site. 8) All footings are to be placed the minimum embedment as shown on the details into either 1) undisturbed native soils or 2) engineered compacted fill. TyP Side. George McCurdy Structural Enghwer 117 -A South Main Street, Lake Elsinore, Ca 925364108 909) 674 -9543 (voice & Fax) Ik Wall Base PI 8x2.5x3/8 w/ (2) 1/2" 0 AB Job Name: SIEVES Jots # 98-214 Page #2/2 Date: 24Nov98 TSWO /16- -max 9' -0" long - -See Plans Base PI 8x2.30/8 w/ (2) 1/219 o AB n leveling mud Conc Blk Wall A, N. (5S) Section Vsew ( P.1 ©FC 1998 George McCurdy Structural Engineer 117 -A South Main Street, Lake Elsinore, Ca 92530.4108 909) 674 -9543 (Voke & Fax) u Q o > Q C3 C. bOu ed d p r •'d S3 .•• cn it Cd8Q•5 0 0 u bQ OV ow u > y .00 5 E. ucoi3Oy o u w o 5 .0 u 3 o wA O O 'U u p Och O 0 U. Cy O 0 0 to 0 ;, 0 0 u .p 0a. M I V 60 M .• Aa 3 Q Cd r. 0 4- to'> 0000 10 Cd 10 h 0 u0 v >C:Ja p 30 w o . - Q ACA oo p b j G at u • au W GQ C = v do p 0 M A u V0 -ot2A Job Name: SIEVES Job # 98 -214 Page # G -1 Date: 27Nov98 STkUCTURAI, CALCULATIONS Vons/Wal Mart Center Identification Sign Grape Street Lake Elsinore, California Let- -- - Steves Signs TABLE OF COMIUM Design Loads & Specifications Reef- FF. T'*S ROOF —Fffiffi*ns V*undatie* Design Retaining Wali Wall Design Miscellaneous Design E@ G -2 thru G -3 4 fir'$ - ^° Q rn 1 th fu zIF F-1- W-1 thru W -2 1,4 ihm 6 M -1 1997 UBC Section 1626.1 The purpose of the earthquake provisions to safeguard against major structural failures not to limit damage or maintain function." herein is primarily and loss of life, I DEC 1998 M.W George.McCurdy ............................... ... Job #:98-214 t StmCtwal togin"Ir ........... A .............................. ................ .. ... ...... ............... ............. ..,Pa gp k G-3 27Nov98Date: : .............. ............. . 11-7-A--Smth-Main-Street,."ke-Elsinore;-61253041091 N P.; 1-14--If 6(909)474-95,00eke &-Fa4 ..................... ..... ............... .................... V. .............. .............................. ............................. DESIGN IL MATERIAL SEECIFICil ical JUNO) Buildine Code: Uniform Building Code, ICBO. 1994 EditionBuilding.. ....................... . .............. ........ ................. . ..... - . . ................ (IQNQ) ........ ............... 159,11d ... Wood. Dpsign ..... C.o.d.e.; ..National De.s.igq..pqqifjcafions. 1997 Edition i3pecies: Douglas Fir Larch or betterP.... ................ ....................... ... . .......... ............ ........ ............... ................... ............. ............ ........ - ................ ... .............................. .... .......... 2x Framing: Vertical: ConstructionFraming ;..... Vertical:... .... ... ........................... .... r Horizontal: 1.2 DF i i4x Framing: #2 DF (or better) ......... ......... 6x (qr t;k!gqr) fr;pin DF Prefab Metal Wood Connectors;. Situp 94 St 0 g....'Tie..or. app oyed pqpa.l* . . . ..... ... . ..... Prefab,- .. ...... ................ - ........ .... .. ........ Prefabricated Trusses: CaIcs and shop. qrqyyings ethers._ : 2,49Q..pGi_ m Beams: Combination 24F-V4 UNO ........ ......... .. psi) . . ....... Stcel,:Plate: ASTM A .......... Beams:... ........ . 710-fF(y)... 0: Beams: ASTM A- 6 36, ks ......... .. Tube Columns: ASTM A500 Grade B F(y). t---- 1-1 ,* * Pipe Colymps: A5 Grade ...B or ASTM A501 y). =..36..k iT( .... .. .... ... ............. ................. ... ....... ... ..... .... I ...... ..... - Weldjq,.-,...t;lec(rodes: E70XX Tir).. or ... q . e ual. s ...... ....... - ..... .. . ...... .. . ...... . .. ...... ....................... Note: Steel fabrication is to be i n approyed fabricating s0ps pp! Code. . . .... ...... On site Welding ............... .. ........... .......... ................... _4ing._#esips use "1/2 stresses" andstresses" ........ Insp ......... .. .. ... PS .Special "Periodic" pclions.. ppr_fqde.:! s _._...I.a.. - l I ... in..s....pe..c t..i.o n required) Vc 2. Wq..psi Maximum slump: 3-4 inc es .1 inch} ......... . ........ .......... ........ .............. ............ .. a Willis jougi bg mechallogw, 16haltd: X.. ..o...n. .c...r. e.t..e .. .........B.. .. .l....o....c...k.. .:. .-.... .(..p...q special . ins _ ec ion required- UN Note. ..Plastic.... and "masons-" cements are not allow q q per 94 UBC Sections 2106. '. 12.3.5 & 2106.1.12.4. Mock: f m 1,500 psi, Grade N. Pm!!t: 2,000 p#,. Maximum stump: 9 inches l inch).. A.11- GEorl mu L he meChsinically libraftlL.. moom: Type M, 1,500..psi Nqtq:. Mortar. may !,.xte_n#...a maximum of 1/2" into the cay.4y)... 0c;info in ...S... tIee... l: AS.TM ..... AG... .or, .equal, .Grade . 40 For. #4 5, Grade .... 60 for. #6 & larger o edMy"914- pi.;Orogm;; (or ... rqYaj as ... !1.., 1 plans) Roof- Use 15/32".j I j12 Sheathing, Expose re I (or .. .............. . . ..... _APA ... gated Sh j qer.i.00 PI Z4/9.. 240.. #/f pnblocked).Typ UNO if noted on plans I ....... ..... Wj 8d. ..@ .2_1/2-.4:42 (53 plans0ft. if...n.o.ted on Floor- Use APA Rated St -1-F. 0o r, T&G Exposure 1. (q.E?qqrio 20" oc 16' oc s -OR- 23/32" thk, 24" ocpr..Ies ) W 8d -.10@ _# /fj -unblocke p UNO w 8d on plans I /.. .@..4 ked). if. noted jq (530. # jft b!ocked).Jf-.not.qd on p!gpsShearWallFraming (Also see i Shear Wall Schedule) M.....nim .... AM -irX rc h., (North) for all studs,... posts 94 UBC Tables 23-1-G & 2394..0 BC .... Tables 71.-K- 1. I :. ... ...... ..... . ............. . Min'mum..3/ i e ........... N ..... d slan.c ..@ Ithick..Pap 31 ftaminj...al..A!l .00jqinin pan I_edp. (studs,_ blocking, etc.) the nail spacing is 2" 2c (I sldq)_or 4" oc (2 sides) or' less. -`: Wall Heipbt Roof Floor Peek Wall Misc ft ft ft 2.00 16.0 15-00 6,41 14.99 28.0 13.00 364 Lateral Load Roof Floor Peek Wall Misc Blk Wall Lateral Load AnalvsN 12 Concrete Block Wall j 0.0330 values =i 0 SURVEYING INC. CONSTRUCTION — MAPPING — DESIGN J January 25, 1999 City of Lake Elsinore 130 S. Main Street Lake Elsinore, CA 92530 Attention: Building Department Subject: Central City/Walmart site Sign Gentlemen: S. & A. Surveying, Inc. has done a field survey to determine the location of a portion of the Southerly Right of Way of Railroad Canyon Road. The survey is based on the ALTA survey dated 3/22/93 done by Nasland Engineering, shown thereon, as unrecorded Right of Way Exhibit signed by Lake Elsinore City Engineering Department dated 1/10/93. It was determined that the excavation for the proposed sign on the Northerly side of the subject site is outside of the subject road Right of Way. Very truly yours, S. & A. Surveying, LS 3799 dm 17c: 627.016 WTI 1 1 26608 Pierce Circle, Suite 8 • Murrieta. California 92562 * (909) 698 -1830 • FAX (909) 698 -8656 TIME IN: TIME OUT: HOURS. ! _ y ; `• {' T— 51 AL SAMPLING CONCRETE () MORTAR () GROUh () FIREPROOFING ( ) MASONRY BLOCK () REBAR STRUCTURAL STEEL ( ) BOLTS 1 P GitPOYMED, 108 ROOM, MATERIAL m1C"MCATION, PSOGRF a, WO>RIfJECI D, itEMAQTiIS 1. AMPS: VOLTS: _ I AMPS: I VOLTS. MAN POWER: STEELWORKS INSPECTION & TESTING 7705 Lavender Cir. Suite A j Buena Park, CA. 90620 PAGE I OF l Phone ( 714 ) 239 -9147 Jos# REPORT# rT"— INSPECTION REPORT VIDE- PROJECT NAME: WSPECTION MATERL&L wilmATION ADDRESS: ` CONCRETE CONC. MDE# / PSI: MIX* / PSI: MASONRY - GROUT ARCHITECT: T. CONC. MORTAR TYPE / I: ENGINEER: t'l r L JYO () FIELD WELD STR STEEL: CONTRACTOR: SHOP WELDING KS BOLT: INSPECTION DATE: — () PILE DRIVING MAS. BLOCK: PLAN FILE: BATCH PLANT ELECTRODE: BLDG. PERMIT: r , ` < ?.. ( ) EPDXY ANCHOR C114ER: C— — ` ) OTHER TIME IN: TIME OUT: HOURS. ! _ y ; `• {' T— 51 AL SAMPLING CONCRETE () MORTAR () GROUh () FIREPROOFING ( ) MASONRY BLOCK () REBAR STRUCTURAL STEEL ( ) BOLTS 1 P GitPOYMED, 108 ROOM, MATERIAL m1C"MCATION, PSOGRF a, WO>RIfJECI D, itEMAQTiIS 1. AMPS: VOLTS: _ I AMPS: I VOLTS. MAN POWER: u 4 FtoM c« ru Cal* e:ear , roNTxott,E ` IglPtll s . P 16ENS cut, led fielder To ants. strut t wal Steel Manual Press THIS-LICENSE VALID ONLY ii 28V" t. fir. WHEN SIGNED BY HOLDER Lake Mzirioto.r CA 92 3Q a. wpI„n.I,t of IM1,11M; w7T24i 9>a.grxVclamofL" 1 , 1 , 1 , 1 , 1 i r o sides I C:( Mc IBM Wall Haas Pt W.5018 w/ {a} 1/2" a AB TSW%3l16• -max 9 }.0 " long- -Set Plans Ban A 84.50/8 wP (2) !tT" o AB on leveling mud laN0 ' I w,.Q IMYiilrwM pi Won • kw 10 199