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BSIG2014-1002,' I I�IIIII IIIII III IIIII IIII 44 ,: IE '78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: SWAIN SIGN INC 1384 E 5TH ST ONTARIO, CA 91764 BSIG2014-1002 46600 ADAMS ST 600390008 MONUMENT AND BUILDING SIGNAGE $6,500.00 LICENSED CONTRACTOR'S DECLARATION \% I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Prcfessions Code, and my License is in full force and effect. License Class: License No.: 643004 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the. applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/21/2014 Owner: LA QUINTA SPC 3255 W MARCH LN 4TH FL STOCKTON, CA 92253 Contractor: SWAIN SIGN INC 1384 E 5TH ST ONTARIO, CA 91764 (909)946-0253 Llc. No.: 643004 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE.LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. Date: Signature (Applicant or Agent): DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE MONUMENT SIGN, FIRST 101-0000-42404 0 $71.50 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE MONUMENT SIGN, FIRST PC 101-0000-42600 0 $131.56 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/AWNING SIGN, EA ADDITIONAL 101-0000-42404 0 $24.31 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/AWNING SIGN, EA ADDITIONAL PC 101-0000-42600 0 $24.31 $0.00 'PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/AWNING SIGN, FIRST 101-0000-42404 0 $24.31 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/AWNING SIGN, FIRST PC 101-0000-42600 0 $85.80 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forSIGN: $361.79 $0.00 #1561 46600 Adams St. N La Quinta, A 92253 Presented by M.J. DeNardo S16NS 1, 5v By � \V-k - 0 k Ik CA5E APPROVE 15Y PLANNING DEPARTMENT BY DATE 74- E EXHIBIl - No. 7CITYOff-LA 0L)INTA BUILDING & c-',AFE-1 Y DEPT. fr" F F, p, 10' � v E FOR CONSTRUCTION DATE 11% 1 IQ 14 ey W REcr DVED JUN 19 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Jurisdiction: City of La ®uinta Zone: CP Commercial Park Code: Wall Signs- 1 sf per lineal ft. of bldg. frontage along a street up to max of 50 sf aggregate, 2 max allowed but only 1 per each side of bldg Freestanding Signs - NO pole signs allowed, only monument signs..25 sf per lineal ft. of street frontage up to max of 50 sf per sign and 100 sf. For ALL signs -�?12 DNIa COunl 11 v7! d,r i.1,r r.,u f lir . ?OID Tr4rht Count IT,724IAyl, a6e Mnry Ir.'r� •009 T,atlk Count 11 J381Avrr ugr 0yly Tr.,lh, ?00K Tra11N Cmn', 14 174 ,Anragr Dally TraRW SKy lriurmiltun al Yerl CIO,, ,t'-, 10 the [Oanl rorpurooe Center De D,IM.00 "On, ft. Coant to ertl r,0a, ,trpt Soulr PrIJreC to Ilrr niYf-sr 1rul. ttreet S,w 1 e KSS f.rels CITY OF LA OUINTA BUILDING & SAFE T Y DEPT. AP Fir R 01 FOR CONSTRUCTION I DATE BY -- fi e, .f-� [ 1 .tKaIr€ . nr PA— Rd :012 TraNk count 5.114a lCur.rnt Ye41 EUIma1N :010 T.M. Count 9 127 tA—.JM MtaT Tr4hri A709 Traff. count 9,0M JAv if, Mutt Ualfic) :ODK Tr<ffr. (It of `i, 161(Ay A" f .1, 7,%1r,) Site n40"'nitf to N1a1r,t.01, 111ret,0 the r n, r PfpOr a{! Cenll, D, '.,•teClq+ f, Ong Ihr i 0an1 t0 ft,', <10„ ,1,.t Narth lnt MGr t0 tM Cl—. 1—„ sir!!, 01 malt 5o.C. KS$ f utls IM In Nrry 111 20L2 Tlatfr( Count 30,914 ICattem Tear E;Umate) 2010 TraN¢ Count 11, 349 1 A-I.C1 D34Y Tr4ffK ) 1009 Ttatfrc Count 31.518 IA4erage Dadv T,att j 5rl! In}Ormaf+Or N<arl,t 11011.t'", to th! count AutO CMtlr W4y 5 Dowt on from tho count to thl Cr051 111"t Wrtt Mun(e to the neallct vvS, sUe.t- 0 07 melt, Source M Furls N y SIGNS' Houston Corporate Office E 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977-7900 J Fox713-977-7903 � Dallas Regional Office 2220 Son Jacinto Blvd. Suite 365 Denton, Texas 76205 940-360-9153 FAX:940-380-9395 Lf: a a I at nl't 1 ccLL Address. #1561 46600 Adams St. city: La_Quinta CA 92253 scams. 8-DS80RN Account Rep C3 M.d.DeNAR00 sus R it APPROVALS = Ct aril T z DESIGN 4 PROD. i Designer Shana Beard PCR4 a D.cryn no. Us1200136-R4 a DATE 10-15-13 Rate . 6.18-14 Z s LL 1:11 C < TMt prry,t4b le`icf to btY •a ilfl� htrnit:a � � Mauna +!r cma< Inc �tla b1 msm.ae .h.a lei .raT xsalr az a resell 41 er Fnq r. aer, anx IOl,la4aaE3 wa14144 IYt AH Ikniltt fa itR" C sat taw it a•f utratrimaE Alt-tc far 'n purpiaaa Jr oer<r: mat ittR talya6k. SCOPE OF WORK: REMOVE EXISTING MONUMENT SIGN, MANUFACTURE & INSTALL NEW MONUMENT SIGN SQUARE FEET CALCULATIONS oil -1 12 w EXISTING CITY OF LA QUIN*TA BUILDING & BaFE T Y DEPT. Imo. FOR CC^IST17UCTIOIJ ') "m7 R Y (Elm - Houston Dallas Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977-7900 Fox713-977-7903 Dallas Regional Office 2220 San Jacinto Blvd. Suite 365 Denton, Texas 76205 940-380-9153 FAX:940-380-9395 r Address: #1561 46600 Adams St. City: La Quinta State: CA 92253 Account Rep: AMON Sales Rep: M.J.DeNARDO APPROVALS CLIENT DESIGN PROD. Designer. Shana Beard PCR4 Design No. US1200136-R4 DATE 10-15-13 Rev. Date: 6-18-14 1 FLITw ro N u,l, .v.eovm MD.ML 91 r Na G .n-N0i Y./11ft u: 4N�l.. Y.. aEotmc uon 2:11 The purchaser agrees to hold the seller harmless against any cause for action for damage which may occur as a result of drilling far piers and foundations. including but not limited to sewer.. gas lines or any underground obstacles which the purchaser or others may deem valuable. EEIo Scale: t/2" = 1'-0" a a extraspace.com - 6-9 of #2500-05 TAN PMS #467C CALON L PMS #7463C #2500-036 CALON PMS BLACK #2500-022 CALON PMS #349C #2500-3425 CALON I7 3/8" 8 d/2" G EXTRUDED ALUMINUM CABINET PAINTED _ 5.74 = GREEN FOR UPPER BLUE FOR LOWER SF EXTRUDED ALUMINUM RETAINER SYSTEM PAINTED TO MATCH CABINET ® ALUMINUM POLE COVER PAINTED GREEN WHITE LEXAN FACE WITH APPLIED 13 VINYL GRAPHICS (SEE SCHEDULE) (port ® CLIENT APPROVED USLED T2 TANDEM LIGHTING SYSTEM 1] STRUCTURE SUPPORT BRACKET WMIREWAY © ELECTRONIC POWER SUPPLY CITY OF LA QUINT BUILDING R SAFETY DEFT. ' oFD WHITE FOR CONSTRUCTION V L— — DATE 11[[NISIGNSll DallasHouston Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977-7900 Fax 713-977-7903 Dallas Regional Office 2220 San Jacinto Blvd. Suite 365 Denton, Texas 76205 940-380-9153 FAX:940-380-9395 J c Address: #1561 s 46600 Adams St. 5 City: La Quinta State: CA 92253 D Account Rep: 13.0$BORN Sales Rep: M.J.DeNARDO APPROVALS CLIENT DESIGN PROD. CD Designer: Shana Beard PCR4 0 a Design No. US1200136-R4 CC CD 0 UD DATE 10-15-13 0 Rev. Date: 6-18-14 m � sM—L m. ui..vpNavco — iiA N' NE.G 6TNIeAa06 cn Ut wu �«na ELECTRIC SIGN z cc W W z 3:11 0 z Q The purchaser agrees to hold the seller harmless Z against any cause for action for damage which may occur as a result of drilling for piers and W foundations. including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. SCOPE OF WORK: REMOVE EXISTING CHANNEL LETTERS, MANUFACTURE & INSTALL NEW CHANNEL LETTERS SQUARE FEET CALCULATIONS PROPOSED EXISTING z Y 0 CID W z w F— t— 0 F- a w N_ O S H Q H O Z O CD W Z Q m x w cc cc w 0 it w a z 4 J Q 0 a 0 0 0 m Cn C7 Z_ J � W Z LD Z w CD a z O 7 Uj CD rn S H e® Houston Dallas Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977.7900 Fax713-977-7903 Dallas Regional Office 2220 San Jacinto Blvd. Suite 365 Denton, Texas 76205 940-380-9153 FAX:940-380-9395 1 Address: #1561 46600 Adams St. City: La Quinta State: CA 92253 Account Rep: B.OSBORN Sales Rep: M.J.DeNARDO APPROVALS CLIENT DESIGN _ PROD. Designer: Shana Beard PCR4 Design No, US1200136-R4 DATE 10-15.13 Rev. Date: 6-18-14 tttcTNck is Y aL.A—Vtc AYc.NULL WET N1.L, tTNIDMc6 Y.1-NeauL g� lYa.l.nx 4.. ELEMIC PION 4:11 The purchaser agrees to hold the seller harmless against any cause for action for damage which may occur as a result of drilling for piers and foundationsincluding but not limited to sewer. gas lines or any underground obstacles which the purchaser or others may deem valuable. LED FACE LIT CHANNEL LETTER SET HORIZONTAL --M Houston 20'-5 1 /2" (20.45) Dallas Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 �— `` 713-977-7900 Fox713-977-7903 E)d Spa St g z Dallas Regional Office or ,n 2220 Son Jacinto Blvd. Suite 365 1 Denton, Texas 76205 Q 940-380-9153 FAX:940-380-9395 EXPLODED DETAIL a W d •Z i F CET F LA QUINTA BUILDING & SAFETY DEPT. © © Address: #1561 iPECIFICATIONS SIDt- 'SE,�C HON MOUNTING DETAIL COLOR SCHEDULE—_ _46600 Adams St. FO TRi�1CTION : PMSit467C 42500-05 city: La 4uinta Q 5" FABRICATED ALUMINUM LETTER RETURNS + TAN CALON o State: _ CA 92253 PAINTED BLUE META? rctti>.or �— PAINT INTERIOR WITH LIGHT ENHANCING PAINT ! ✓` � sy8S0 (�. :,n EA;"u Tot #2500-036 Account Rey BASBORN a,y,; PR1S k7-063C CALON ` M.J.DeNARDO © Safes Rep. 1 " TRIM CAP �Y 3 f GREEN ON GREEN FACED LETTERS PMS #349C #2500-3425 APPROVALS BLACK ON BLACK FACED LETTERS CALON = © ©_� I CANT NON -CORROSIVE INSTALLATION HARDWARE, -13 + i DESIGN SEE DETAIL 0 PROD. © 3/16" THICK PLEYIPOLYCARBONATE FACE WOOD ( PM.S BLArR #2500-022 Designer: &hana Beard PCF14 WHITE WITH I ST SURFACE I STUB CALON o US1200136 R4 THANSUJCENT & BLACK PERFORATED Oesrgn Ne. VINYL AS SHOWN rOANUFACTURING NOTES © USLED DIODE MODULE WHITE f Reverse Toggle Bolt f t �q ogre 10.15-13 FLAT ALUMINUM BACK WELDED TO RETURNS N n J) CHANNEL LETTERS UP TO 42" TALL WILL BE I CONSTRUCTED USING .040 ALUMINUM RETURNS © 1/4' WEEP HOLES (2) TWO PER LETTER F7! I & .063 ALUMINUM BACKS - III FlEGn11L YYa GROUNDED WALL PASS•THHU CHANNEL LETTERS LARGER THAN 42" TALL Q SEALED WATER TIGHT WILL BE CONSTRUCTED USING .063 ALUMINUM u + f + f + RETURNS & ,090 ALUMINUM BACKS S :11 0 LOW VOLTAGE ELECTRONIC TRANSFORMER - - —� ° W n„�d CHANNEL LETTERS 48" TALL LARGER c LOCATED IN INTERIOR WALL AREA INSIDE A �_-1 WILL BE CONSTRUCTED USING 2" TRIMGAP z < Thi awpiw anaai 4 ndt as idy/ awaeei PROTECTIVE CASE BOY, ..__.__-- _ if•rd en Gear In.Tsai Mr esya ieiA may w w m A tone a+tm" to Fm of twftem MdWq fel sal fM>fY1 w inw. mI WATERPROOF FLEXIBLE CONDUIT FOR WIRING fu flwwtel weewaM afatKka sMcf to = Nwdiw w inar� rit Iiae iiUGEk SCOPE OF WORK: REMOVE EXISTING CHANNEL LETTERS, MANUFACTURE & INSTALL NEW CHANNEL LETTERS Existing Proposed 49 24 [SIGN 3 • • CITE' OF LA OUINTA BUILDING & SAFETY DEPT. F`P. FOR CONSTRUCTION DATE BY - EXISTING 1 m w C) 0 0 I — cc w z z a Address: #1561 46600 Adams St. City: La Quinta State: CA 92253 Account Rep: B.OSBORN Sales Rep: M.J.DeNARDO APPROVALS CLIENT _ DESIGN PROD. Designer: Shana Beard PCR4 Design No. U0200136-R4 DATE 10-15-13 Rev. Date: 6-1 B-14 REciwcw Tu. "I nP avf. wla SH- MEET N.Et, MXaMDE gl uw�mn«m.. slscme slow 8:11 The purchaser agrees to hold the seller harmless against any cause for action for damage which may occur as a result of drilling for piers and foundations, including but not limited to sewer, gas lines or any underground obstacles which the purchaser or others may deem valuable. B NEW . , - - - _"m - Ir4m, 4m NON -CORROSIVE INSTALLATION HARDWARE: SEE DETAIL © 5" FABRICATED ALUMINUM LETTER RETURNS PAINTED BLUE PAINT INTERIOR WITH LIGHT ENHANCING PAINT ® 1" TRIM CAP GREEN ON GREEN FACED LETTERS BLACK ON BLACK FACED LETTERS 0 FLAT ALUMINUM BACK WELDED TO RETURNS © Y4" THICK METAL FLAT BAR FOR A SECURE INSTALLATION USLED DIODE MODULE WHITE Q3/16" THICK PLEX/POLYCARBONATE FACE WHITE WITH 1 ST SURFACE TRANSLUCENT & BLACK PERFORATED VINYL AS SHOWN Q LOW VOLTAGE ELECTRONIC TRANSFORMER MOUNTED IN A 7 1/t" X 71/4" EXTRUDED .050 ALUM. RACEWAY SUPPORT/WIRING BOX PAINTED VISIBLE CUT-OFF SWITCH WITH FLIP -UP COVER ml 'A" WEEP HOLES (2) TWO PER LETTER m GROUNDED WALL PASS-THRU SEALED WATER TIGHT NBEA OF A u SFEETE AMPS p,W'E'RQU-1 1'-6" 15'-113/4'. 24.00 i 1.26 2 CITY OF LA QUINTA BUILDING & SAFETY DEPT 01,rED FOR CONSTRU r ION 93r'1, SIGNS Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977-7900 ,i Fax 713-977.7903 z Dallas Regional Office n 2220 San Jacinto Blvd. Suite 365 Denton, Texas 76205 9 940-380-9153 FAX: 940-380-9395 a W a s W 3 � st W i Q� S C t t TAN PMS #467C # CALON c METAL JCLE IP°n �R,�Eq STUD °YEAcxa°E a'•�aE ® PMS #7463C #2500.036 0 CALON � '.. z ® PMS #349C #2500-3425 CALON Hanger Baits WWRE � © waaa < PMS BLACK #2500.022 ® CALON 4 STUD Reverse ttr :I Mounting. IAANUFACTURING NOTES m O W CHANNEL LETTERS UP TO 42" TALL WILL BE CONSTRUCTED USING .040 ALUMINUM RETURNS ' & .063 ALUMINUM BACKS 101— CHANNEL LETTERS LARGER THAN 42" TALL WILL BE CONSTRUCTED USING .063 ALUMINUM "' RETURNS & .090 ALUMINUM BACKS a CHANNEL LETTERS 48" TALL LARGER WILL BE CONSTRUCTED USING 2" TRIMCAP z a s l 1 Address: 46600 Adams St. City: La Quinta State. CA 92263 A««,nt Rap: B-OSBORN Sales Rep: M.J.DeNARDO APPROVALS CtAENT DESIGN PROD. Designer: Shana Beard PCR4 Daa'oa Na 1.10200136-R4 DATE 10.15-13 Rev. Data: 6.18-14 auacaroru++r.ew ©wa., aucrwc rx 9:11 t•t rpdttp span N 4Y aM tIa b" ft" "rot aq Mae M S" W".016*%a ma u t rape a *on ti pws ar twa' -wa Y3Mtat Yp ar taller/ N wm. to iaat or tM mminmM awadu Mud tL '1RdiN w Apt rt� iaaa �� ELEVATION I SCOPE OF WORK: MANUFACTURE & INSTALL NEW OFFICE SIGN z z c� �a m z 0 PROPOSED EXISTING 5 � iY CD 0 A E: S H Q y W r z Q z m 0 0 x 0 cc — 2 r 0 z ¢ 0 0 m CD 0 0 w F- m LD Z W W Z co z w 0 Z Q Z CD a cn 2 r Dallas[ED=]- Houston Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977-7900 Fax713-977-7903 Dallas Regional Office 2220 San Jacinto Blvd. Suite 365 Denton, Texas 76205 940-380-9153 FAX:940-380-9395 ri Add #1561 46600 Adams St. City: La Quinta State: CA 92253 Account Rep: 8.0$BORN Sales Rep: M.J.DeNARDO APPROVALS CLIENT DESIGN _ PROD. Designer: Shana Beard PCR4 Design No. US1200136-R4 DATE 10-15-13 Rev. Date: 6-11i-14 EIECTNOAL 10 of U.L. MNIM AND INAL, NER NIM 6TANDAA08 tl.lvMXM� �` LJUNNa Na ELECTMC MN 10:11 The purchaser agrees to hold the seller harmless against any cause for action for damage which may occur as a result of drilling for piers and foundations., including but not limited to sewer. gas lines or any underground obstacles which the purchaser or others may deem valuable. I[= sisasll SCALE 1 "=1 1/4„ �U 2'-311 1/2" 1/2'3 --- CD rl ffl r%An m 10" 7" ® 3/8" THICK CLEAR LEXAN. © 1/2" THICK ALUMINUM F.C.O. LETTERS PAINTED BLACK © VHB DOUBLE SIDED TAPE 0 1/2" BLACK STAND-OFF MOUNTING HARDWARE. Thru-Bolt Mounting WIN Hanger Bolts INNEl iktk� IiI ��ylll Reverse Toggle Bolt Mounting. m .. F] ff M Q Z tz w cc C w 0 co im w x 0 Z CD 0 co w co Cn Cn CD Z it w Z Z w 0 z Z c^� <n O S H Houston Dallas Houston Corporate Office 5225 Katy Freeway, Suite 350 Houston, Texas 77007 713-977-7900 Fax713-977-7903 Dallas Regional Office 2220 San Jacinto Blvd. Suite 365 Denton, Texas 76205 940-380-9153 FAX:940-380-9395 of ro Address: #1561 1 46600 Adams St. City: La Quinta State: CA 92253 Account Rep: B.08BORN Sales Rep: M.J.DeNARDO APPROVALS CLIENT DESIGN PROD. Designer: Shana Beard PCR4 Design No. Us1200136-R4 DATE 10-15-13 Rev. Date: 6-18-14 FLECiPoCRt io BF V 1. VP90VEV ANp BXALL MEET N F.L. FiANOMP9 WN..MrNM. gt IMartMkt hG ELECTRIC WON 11:11 The purchaser agrees to hold the seller harmles against any cause for action for damage which may occur as a result of drilling for piers and foundations.. including but not limited to sewer, gas lines or any underground obstacles which 11 purchaser or others may deem valuable. .- DESIGN CRITERIA: CODE: 2013 CBC WIND: BASIC WIND SPEED: 110 MPH (3 SEC. GUST), EXPOSURE: C, RISK CAT.: II SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES LOADS: DL: 10 PSF, LL: 0 PSF, SL: 0 PSF SOIL: CLASS 4 (150 PSF/FT - LATERAL BEARING), TABLE 1806.2 CONTRACTOR'S RESPONSIBILITY: THE CONTRACTOR SHALL FIELD VERIFY THAT EXISTING AND PROPOSED SITE CONDITIONS ARE CONSISTENT WITH THESE DRAWINGS PRIOR TO THE START OF ANY WORK. NOTIFY ENGINEER OF RECORD IMMEDIATELY IF SITE CONDITIONS VARY FROM THESE DRAWINGS. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND )OBSITE SAFETY. SCOPE OF WORK: THE SCOPE OF STC'S DESIGN IS LIMITED TO FOUNDATION, SUPPORT SOLE, AND ATTACHMENT OF SIGN CABINET TO SUPPORT POLE. ALL OTHER ITEMS ARE EXCLUDED, INCLUDING, BUT NOT LIMITED TO SIGN CABINET FRAMING. ANY MODIFICATIONS TO STC'S DESIGN SHALL BE REVIEWED AND APPROVED BY A LICENSED ENGINEER. STRUCTURAL TECHNOLOGY CONSULTANTS (STC) DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDED TO STC BY OTHERS. THE MANUFACTURER AND INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THE ENGINEERING DRAWINGS AND THE SHOP DRAWINGS, AND SHALL BE RESPONSIBLE TO ENSURE THE FIT OF ALL COMPONENTS. GENERAL NOTES: 1. SOIL: NO SPECIAL INSPECTION REQUIRED. IF SOFT OR SANDY SOIL, CLAY, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT GEOTECHNICAL ENGINEER OR ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS. 2. IF THE SOIL UNDER THE STRUCTURE INCLUDES CLAY, OR OTHER EXPANSIVE MATERIALS, IT IS RECOMMENDED TO REPLACE THE SOIL WITH COMPACTED (95%) GRANULAR SOIL OR IMPLEMENT METHODS TO ACCOMMODATE POTENTIAL EXPANSION. 3. CONCRETE: USE Pc=3000 PSI CONCRETE. (CONCRETE STRENGTH DESIGNED AS F'c=2500 PSI MIN.). SPECIAL INSPECTION IS NOT REQUIRED. CONCRETE USE AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN ACI 304. 4. PIPE STEEL: ASTM A53, GRADE B (Fy=35 KSI MIN.). 5. NUTS AND WASHERS SHALL BE USED WITH ALL FASTENERS AND SHALL BE COMPATIBLE WITH FASTENER SIZES, MATERIAL TYPES, AND HOLE SIZES, IN ACCORDANCE WITH AISC SPECIFICATIONS, UNLESS NOTED OTHERWISE. 6. THE MATERIAL/COATING TYPE USED FOR THE CORROSION RESISTANCE OF FASTENERS SHALL BE BASED ON EXPOSURE CONDITIONS AND THE RECOMMENDATIONS SET FORTH BY AISC, IN ACCORDANCE WITH COMMON INDUSTRY PRACTICE. NO GUARANTEE TO PREVENT CORROSION THROUGHOUT THE LIFE OF A STRUCTURE IS IMPLIED. FASTENERS SHALL BE MONITORED PERIODICALLY FOR SIGNS OF DETERIORATION. 7. BOLTS: ASTM A307 (Fu=58 KSI MIN.). 8. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR, AS DESIGNATED BY THE LOCAL BUILDING DEPARTMENT, 9. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER, MOISTURE, OR SOIL. 10. PROVIDE SLOPE AWAY FROM BASE OF SUPPORT. 11. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS FOR DAMAGE, CORROSION, OR DETERIORATION. 711/2011 1:23:17 PM STRUCTURAL TECHNOLOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 Z PROJECT: EXTRA SPACE STORAGE #1561, 46600 ADAMS STREET, LA QUINTA, CA SHEET: 1 OF 1 0 PRO]. NO.: 1131-141 DESIGNER: VH DATE: 07 Ol 14 w CLIENT: SWAIN SIGN, INC. STRUCT. 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