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Home My WebLink AboutPS 2019-0018; WEST COAST SELF STORAGE; Sign Permits/Programs (PS)(cicyof Carlsbad REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov ~ev ~,, -oo~ ~~i~~G APf{i~\ ?S .?o1cr --001'8 SIGN FEE:>/~ 7 • DO SIGN PROGRAM FEE _________ _ RECEIPT NO.--"'------------ NOTE: AN APPOINTMENT IS REQUIRED FOR SUBMITTAL. PLEASE CONTACT THE APPOINTMENT SPECIALIST AT (760) 602- 2723 TO SCHEDULE AN APPOINTMENT. *SAME DAY APPOINTMENTS ARE NOT AVAILABLE* All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign elevations containing the following information: 1. North arrow and scale. 2. Location of existing buildings or structures, parking areas, and vehicular access points to the property. 3. Location of all existing and proposed signs for the property. 4. Distance to the property line(s) for all proposed freestanding sign(s). 5. Provide an elevation for all proposed sign(s) which specifies the following: A. Dimensions and area for all existing and proposed sign(s). B. Materials the sign(s) will be constructed of. C. Source of Illumination. D. Proposed sign copy. APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE. Average processing time: 2 weeks Name of Project: WEST COAST SELF STORAGE Address of Project: 2405 COUGAR DRIVE, CARLSBAD, CA Assessor Parcel Number: __ 2_0_9-_0_4_0_-4_2_-_0_0...,.,...---,-"P'l"'"-"""E'::a--=,......,.._,_-,----1r=-...,....--- Related Planning Case Number(S):CuP ~ f 7 -c,l;b c.r; L,,/ C,.. 2c.? l'o-<:::x::)/S- TYPE OF DEVELOPMENT: $c..>f :;)-of?~( (a) Residential (d) Hotel/Motel (g) Theater (h) Gororoeccial (e) Service Station (h) Gov't/Church/School (c) Office/Industrial (f) Prof. Care (i) Public Park SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA G) Produce Stand (k) Nursery (I) P-U/OS Zone Yes D No IX! Specific Plan Number ____ _ VILLAGE REVIEW AREA (If yes, please complete information on page 3) Yes D SOUTH CARLSBAD COASTAL REVIEW AREA Yes 0 SIGN ORDINANCE: Yes IX] No O COASTAL ZONE: Yes O No 0 P-11 Page 1 of 4 Nolx] NolXl Rev. 02/28/18 EXISTING SIGNS: NONE TYPE NUMBER SIGN AREA SIGN HEIGHT Pole 0 Monument 0 Wall 0 Suspended/Projecting 0 Directional 0 Canopy 0 Freestanding (Project Identity) 0 PERMITS ISSUED FOR EXISTING SIGNS: Yes O No IXJ Date ______ _ PROPOSED PERMANENT SIGNS 1 . \ v[ tT)""" <\ ~' t c_ 8'~/,r»d ~ . MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Pole** 0 Monument** 1 1 50 SF 49.75 SF 6 Feet 6 Feet Wall )?-Y 2 J. n~F 50.00 SF °2..'=,\' ~T"I" ... --Suspended/Projecting 0 Directional 3 2 6SF 6SF 6 Feet 4 Feet Canopy 0 Freestanding** 0 (Project Identity) Digital Display 0 PROPOSED TEMPORARY SIGNS: NONE MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Construction** 0 For Sale** 0 Banner 0 Interim 0 **Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for potential sight distance and visibility issues. Additional information must supplement this application showing how the proposed signage will not encroach into the public right-of- way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs. P-11 Page 2 of 4 Rev. 02/28/18 SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN APPLICATIONS The following example illustrates the information that is required for all pole, monument, and freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed for potential issues by the Transportation Department, which will not allow signs to be approved over the counter. Additional time will be required for on-site inspection. I I I I P/L • Sight Distance Requirement • I . . I Show buildin,i/s . . . . I : , I : I . Show setbacks from all curbs ,_ ---.l ---: ' . I . I • . I Show all property lines I I P/L I I : . I . . curb line . . : I ----------~--- • • Si!lht ViSioility Street Name(s) (i) I I North 21.41.080 Sign design standards Relationship to Streets: Signs shall be designed and located so as not to interfere with the unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any pedestrian, bicyclist or motor vehicle driver. Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight distance requirements at any public or private street intersection or driveway. EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA 'J)o-e'::, µu1' A{¥) ly Total Building Square Footage: 27 794 sq. ft. (First Fkkr) Total Building Street Frontage: 3 linear ft. Total Signage Allowance: 168 sq. ft. Existing Signage (sq. ft.): 0 sq. ft. Remaining Sign Allowance at Present: 0 sq. ft. Proposed Signage (sq. ft.): 162 sq. ft. VILLAGE REVIEW AREA Total SignableArea: ____________ sq.ft. Total Signable Area Length: sq. ft. Total Signable Area Height: sq. ft. Total Projection from Wall Face: inches P-11 Rev. 02/28/18 PROPERTY OWNER APPLICANT NAME (PRINT OR TYPE) NAME (PRINT OR TYPE) NWB Carlsbad, LLC INSIGNIA SIGN CORP. MAILING ADDRESS MAILING ADDRESS 808 134th St SW Suite 211 PO BOX2880 CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE Everett, WA 93204 206-501-2234 WRIGHTWOOD, CA 92397 760-720-0832 I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM THE REPRESENTATIVE AND THAT ALL THE ABOVE INFORMATION OF THE LEGAL OWNER AND THAT ALL THE IS TRUE AND CORRECT TO THE BEST OF ABOVE INFORMATION IS TRUE AND CORRECT MY KNOWLEDGE. TO THE BEST OF MY KNOWLEDGE. ,,.· ~~~1 \ : ·/Ac._,~ 2/25/2019 ,. 'o . ?/?5/1~ SIGNATURE DATE SIGNATUR°E DATE "-..______/ PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. 4. Location: ❖ In right-of-way ❖ In visibility triangle at comer 5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues. 6. When approved~ ro?~:7\ :::2::'""" _ , / j APPROVED: Planner: ~--====----=-~-~:~ Date: 3 /I }f j/? ~ P-11 Page 4 of 4 Rev. 02/28/18 RECEIVED FEB 2 7 2019 CITY OF CARLSBAD PLANNING DIVISIOl\i Image Overlays NTS Image Overtays are provided as a visual aid of the proposed project and are to be considered a close approximation of the completed project only. [see scale drawings ). I z z :3 a.. Customer Approval:. __________ Date:. ____ _ This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. I NATIONA.ETWORK• Insignia Sign Corp. PO Box 2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: WEST COAST SELF STORAGE Location: 2405 COUGAR DRIVE -GA~• ,,....,.. __ ,, l,A Drawn By Date Description Sheet: Revis on Schedu e " z § 5 co ---- L) _.I uJ CITY OF CARL?BAD APPROVE~f ' I ¥112-/uz:- ' ~. \---' ' I \ ------___. ----\ ---------------------------' s{ C O U G A R D R I V E 36 38 39 --.~ _ __L ___ ----------- --------------- 2 7'-0" 3-STORV BUI ING -----\---.,::---- / / / / / / / ---.,,. ..-,,, / _,.,.,.,,, F1~~TRUC !<AMMP, ~ IVf ' 194, ·- 20 ..... .. ~ ✓------ 3 ;._ 25 & I ~, :, 20 \ \ \ \ FH (E) BUILDING I \ \ \ \ \ ~ NORTH ARCHITECTURAL SITE PLAN I SCALU"=40'-0" This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. t ia r,,_·~r NATIONA.ETWORK• Insignia Sign Corp. PO Box 2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: WEST COAST SELF STORAGE Drawn By Date Description Sheet: Location: 2405 COUGAR DRIVE cA:RtSBA:D, GA Re 1s1on Schedule .... -------------- / I -I L \4 ... " \ o, z ......_ PROPOSED BUI LOIN lSTOfUES " A;IXl1U ~ 4 u ... _, . ... I \ I \ I \ I -=---.:::::.. -\ I I --... .._ -........... -... , -' .. .................... -:• I I ALLOWABLE AREA CALCULATION SIGN LOCATION PLAN NOTTO SCALE BUILDING TYPE OF CONSTRUCTION = 11I-B BUILDING AREA QUALIFICATION: ALLOWABLE AREA FACTOR (AT): FRONTAGE AREA INCREASE: NS AREA FACTOR: ALLOWABLE AREA PER FLOOR: NEW BUILDING FLOOR AREA : TOTAL BUILDING AREA: 52,500 S.F. (TABLE 506.2) .24 IF= (F/P -0.25)W/30 EQUATION 5-5 17,500 S.F. (TABLE 506.2) AA= AT + (NS X IF) EQUATION 5-3 AA= 52,500 + (17,500 X .24) AA= 56,700 S.F. 56, 700 S.F. > 27,794 S.F.@ FIRST FLOOR= OK 170,100 S.F. > 83,712 SF.= OK & \ \ 1£1 IUIUlt'fG AO!AC.(NTLOT .7 r 0 ADDRESS NUMBERS AREA= 3.2 SF f) S/F ILLUMINATED WALL SIGN AREA= 50 SF S/F ILLUMINATED WALL SIGN e AREA= 50 SF 0 S/F NON-ILLUM. DIRECTIONAL PANEL AREA =6.0 SF 0 D/F ILLUMINATED DIRECTIONAL SIGN AREA = 6.0 SF 0 D/F ILLUMINATED MONUMENT SIGN AREA= 50 SF ~ er:'/,, 73' ----l ---°b -----__ .. -/ \ __ ,iQ ~, \ , // ~~ 1 ~I\ 0 r <.vo 11 3 ~Q/ \ \ 0\ ~~/ <t,'1 ,f:-1 \ ' ,f>/ \ I I \ \I~ ii • 2'-0" \\ I SETBACK \ \ ~~ ENLARGEMENT AT SIGHT DISTANCE CORRIDOR SCALE: 1" = 20' SIGN TYPE ALLOWED BY CODE PROPOSED Address ADDRESS NUMBERS 3.2 SF WALL 1 SIGN 50 SF ALLOWED 50 SF WALL 1 SIGN 50 SF ALLOWED 50 SF Di rectional NON-ILLUM'D DIRECTIONAL WALLSIGN 6.0 SF Directional MAX. HEIGHT 4'-0" / 6 SF ALLOWED 6.0 SF Monument MAX. HEIGHT 6'-0" / 50 SF ALLOWED 50 SF Customer Approval: _________ Date: ____ _ This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. I r NATIONA.ElWORK• Insignia Sign Corp. PO Box 2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: WEST COAST SELF STORAGE Location: 2405 COUGAR DRIVE T;ARL~t:SAU, ~A Drawn By Date Description Sheet: "' Revision Schedule \_ • • 2'-0" 13'-2½'0 ORTH BUILDING ELEVATION CALE: 1/16"=1'-0" 1-------------------------------222'-0" I I 3 Self-Storage .7.~0~~1.;7,;77 --------------111111 1111 1111 ------------------------111111 11 ■1 WEST BUILDING ELEVATION SCALE: 1/16"=1'-0" 1-------------------132'-0" Customer Approval: _________ Date: ____ _ This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. l Insignia Sign Corp. PO Box 2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: WEST COAST SELF STORAGE Location: 2405 COUGAR DRIVE l,AK!..~= "--1. l,A Drawn By Date Description Sheet: Rev s1on Schedule 3'-2 1/2" 1" II c.o I N TYPICAL SECTION 1-------------------------20'-0 "------------------------4 BACKGROUND AND CABINET PAINTED TO MATCH PANTONE COOL GRAY #10 BACKGROUND AND CABINET PAINTED TO MATCH PANTONE 281 C / MATTHEWS 347 S /6 S West Coast 760 4 e ,-forage -31-7777 CLIMATE CONTROLLED I BOXES 0 ~2~;:1~.:~-~INATED ADDRESS NUMBERS AREA-3.2 SF D EXTRUDED ALUMINUM CABINET PAINTED : PMS 112 WARM GREY ee TWO (2) S/F LED ILLUMINATED WALL SIGNS SCALE: 1 /2"= 1 '-0" AREA-50 SF NUMERALS: WHITE FORMED ACRYLIC 3M 3630-26 BLUE □ 3M 3630-25 SUNFLOWER PANTONE COOL GRAY #10 □ WHITE fJ EXTRUDED ALUMINUM RETAINER SYSTEM D NON-CORROSIVE INSTALLATION HARDWARE: n .1TT CLEAR POLY FACE WITH APPLIED WI VINYL GRAPHICS D z LIGHT LED LIGtlTING SYSTEM Ill STRUCTURE SUPPORT BRACKET W/WIREWAY D GROUNDED WALL PASS-THAU SEALED WATER TIGHT III ELECTRONIC SUPPLY (I EXTERIOR ON/OFF SWITCH WITH FLIP COVER [E 120V-20 PRIMARY ELECTRICAL PROVIDED AT INSTALL FINAL HOOK-UP BY OTHERS TYPICAL SECTION • CABINET: ALUMINUM EXTRUSION PAINTED DARK BLUE TO MATCH PANTONE 281 C (MATTHEWS PAINT 347) • FACE: .150 CLEAR POLYCARBONATE W/ SECOND SURFACE 3M FILM GRAPHICS • ILLUMINATION: INTERNAL Z LIGHT WHITE LED Customer Approval: __________ Date: ____ _ This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. I r NATIONA.ETWORK• Insignia Sign Corp. PO Box 2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: Location: WEST COAST SELF STORAGE Drawn By Date Description Sheet: 2405 COUGAR DRIVE L,;AK1 -~7.--J T, -e,~ Rev1s1on Schedu e I EAST BUILDING ELEVATION 132'-0" I-----3'-0 " ---------< ..-:----------- 1" RADIUS ,West Coast Self-Storage 0 ~ ~~-39~~~~1r1J LJ =H --~ S/F NON ILLUMINATED DIRECTIONAL WALL SIGN :=_-:_-=.. --~ SCALE: 1"=1'-0" 6.0 SF .080 WHITE ALUMINUM B/G PANEL W/ 1" RETURN WITH DIGITAL PRINTED GRAPHICS ON WHITE VINYL LAG SCREWS OR EXPANSION BOLTS ASREQ'D .080 ALUMINUM SIGN FACE INSTALLALATION DETAIL ENLARGEMENT AT DRIVEWAY SCALE: 1" = 20' \ ' ,{sJ '{ I I ., I l ,. I -----"".:1 I 4 / 1 I II 0 I N 0 I N . ...... I C") I-----3'-0 " ---------< 1'-0 " ..-----+-----'-" STD. Pl PE ' I ' I I ' 1'-0 " 1'-0 II END VIEW 0 :~L:1~:.: .. 1~-~~MINATED DIRECTIONAL SIGN .150 CLEAR POLYCARBONATE FACES WITH SECOND SURFACE VINYL GRAPHICS INTERNAL LED ILLUMINATION FAB. ALUMINUM CABINET & REV EAL PANTED DK. BLUE, SMOOTH FINISH FAB. ALUMINUM POLE COVER WITH TEXTURE FINISH COLOR TO MATCH BUILDING Customer Approval: _________ Date: ___ _ This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. I Insignia Sign Corp. PO Box 2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: WEST COAST SELF STORAGE Location: 2405 COUGAR DRIVE GAKL~~u.u, GA Drawn By Date Description Sheet: Rev1s1on Schedule 1'-4 " SIDE VIEW ...... ...... I i:n 1--------------12'-0 "---------------! .----+----4" STD. PIPE ' ' ---------+--'---- 2'-0 " 0 NEW D/F ILLUMINATED MONUMENT SIGN .177 CLEAR POLYCARBONATE FACES WITH SECOND SURFACE VINYL GRAPHICS INTERNAL LED ILLUMINATION FAB. ALUMINUM CABINET & REVEAL PANTED DK. BLUE, SMOOTH FINISH FAB . ALUMINUM BASE WITH TEXTURE FINISH COLOR TO MATCH BUILDING 3M 3630-26 BLUE □ 3M 3630-25 SUNFLOWER □ WHITE Customer Approval: _________ Date: ___ _ This drawing is for use in consideration for the described project and should not be shown to anyone outside your organization. Copying this drawing is expressly forbidden without written consent from Insignia Sign Corp. I Insignia Sign Corp. PO Box2880 Wrightwood, CA 92397-2880 760-720-0832 Fax 800-825-0879 Project: WEST COAST SELF STORAGE Location: 2405 COUGAR DRIVE L.;A"°Rt::;~ '.U, L.;A Drawn By Date Description Sheet: Rev s or Schedule 2'-0" 4'-0" 3'-1" ~ www.yjinc.com P.O. BOX 802050 ~ SANTA CLARITA, CA. 91380 TEL. (661)259-0700 FAX. (661)259-0900 I -------3'-0" -------- SIGN CABINET t'----+------+--A TYP. _ 2· 0 , t=0.154" srD. srL. PIPE 1'-0" POLE COVER CONSOLIDATED CONC.f 'c=2500 PSI 6" I --12·0 -- ELEVATION SHEET TITLE: N.T.S. NOTES : GENERAL : SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ANCHORS : BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. -- -L-- Sign Design Based on 2016 CBC Job# Project Job Location INPUT DATA JTS_238818 West Coast Self Storage -Directional 2405 Cougar Drive Carlsbad, CA Exposure category (B, C or D) Risk Category Nominal Design Wind Speed Topographic factor Height Above Grade = VuLT = Kz1 = h = s = C II 110 mph 1 Flat 4.00 ft 4.00 ft ~ L..----......-2· 0, t=0.154" I n L--sro. srL. PIPE Vertical dimension (for wall, s = h) Average Hori20ntal dimension Dimension of return comer B L, = r-2.00 ft = 1.00 ft ct::l±=====l:~fl.----ll---='~-1,2· 0 GALV. srL. THRU-BOLT 1--1-,1---CABINET ,.......L FRAME ----- CONNECTION ® (2 PLACES} N.T.S. STEEL: DESIGN AND FABRICATION ACCORDING TO 2016 CBC PLATE, ANGLE, CHANNEL TEE, AND WIDE FLANGE: ASTM A36 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. TYP. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 ALL STAINLESS STEEL MACHINED SOL TS SHOULD BE: ASTM F593 ZINC COATED (HOT DIPPED} PER: ASTM A153 OR F2329 BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE 60 DEFORMED BARS ALUMINUM : DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 -T6 WITH 0.098 LBS PER CUBIC INCH. ORN BY: J.O. DA TE LAST REVISED: Nov 30, 2018 WELDING : STEEL ANALYSIS Velocity pressure qh = 0.00256 Kh Kz1 Kd V2 where: 22.38 psf qh = velocity pressure at height h. (Eq. 29.3-1, pg. 249) Kh = velocity pressure exposure coefficient evaluated at height above ground level, h (Tab. 29.3-1, pg. 251) Kd = wind directionality factor. (Tab. 26.6-1, pg. 194) 0.85 0.85 Wind Force Case A: resultant force through the geometric center (Sec. 29.4.1 & Rg. 29.4-1) Maxhori20ntal wind pressure= p = qh G C, = = r 29.49 lpsf where: G = gust effect factor. (Sec. 26.9, pg. 198) = 0.85 Cf= net 6foertDfllia:ieia:b(figii1!8.~f'lgp~:!62) page 252) 1.55 8.00 ft2 As = B s = the gross area DESIGN SUMMARY Allowable Stress Design Wind Factor =ro:s-'---.--~ Design Wind Pressure = r-0.6 x p = ~psf Design Windforce, F = r-17.69 x As= ~kips M:>mentArm = 2.500 ft Design Moment = F x moment arm = r 0.354 jkip-ft Footing Design Diameter= Soil Pressure = s,= A = EMBED.= 1 12 in. Dia. Pole Design Sec. Mod. Req'd. S = 0.20 " Footing Design (Nonconstrained) 1.00 FT 100.00 PSF/FT 204.00 PSF 1.62 FT 3.07 FT Depth= 3•. 1 .. 1 STD. STL. PIPE USE A53 Grade B Ll ____ 2_"_D_ia_._,r-_-_o._154_" ___ ~1 S= CONCRETE: 0.53 DESIGN AND FABRICATION ACCORDING TO AWS D1.1. DESIGN AND CONSTRUCTION ACCORDING TO AC! 318-14 COMPRESSIVE STRENGTH AT 28 DAYS, f 'c=2500 PSI MINIMUM. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. E70 XX ELECTRODE FOR SMAW PROCESS. E70S XX ELECTRODE FOR GMAW PROCESS. ER? XX ELECTRODE FOR GTAW PROCESS. E70T XX ELECTRODE FOR FCAW PROCESS. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO o• AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1 .2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH. MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. SOIL: LATERAL SOIL BEARING PER !BC CLASS 5 TABLE 1806.2 (100 PSF/FT). REV.NO. REV. DATE REVISED BY PROJECT JOB#: JTS 238818 West Coast Self Storage Signage Cougar Drive Carlsbad CA.dwg w EST COAST SELT STORAGE CHK BY: T.J. PROJ. START DATE: Nov 29, 2018 1 -/-/ -~.::.:_: _ __:_::::..___+--------'-.:...:.::.:..::.::.~-~-_:_~i_:_::..::__-l-------1 PROJECT LOCATION: WEST COAST SELT STORAGE SHEET# 2405 COUGAR DRIVE DI R E C TION A L REV BY: T.J. SCALE: AS SHOWN 2 -1-1- ;; ·:te,.... tlSSI ::1 nr • 2 .. H .:..., ,., 3 -1-1--CARLSBAD, CA 1 OF 1 Job# Project Sign Design Based on 2016 CBC JTS_238818 --------------------12'-0"--------------------Job Location West Coast Self Storage -Monument 2405 Cougar Ori-.e SIGN CABINET 4'-1 3/4" 6'-0" 5'-11" ~ www.yjinc.com SHEET TITLE: P.O. BOX802050 ~ SANTA CLARITA, CA. 91380 TEL. (661)259-0700 FAX. (661)259-0900 I 6" L~'® TYP. 1------4" 0 , t=0.237" srD. srL. PIPE - !------CONSOLIDATED CONG.I 'c=2500 PSI 24"0-- ELEVATION N.T.S. NOTES: GENERAL : SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ANCHORS: BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. -- .____ Carlsbad, CA INPUT DATA Exposure category (8, C or 0 ) Risk Category C = II ~ L...-----L---4" 0 , t=0.237" / f-\----sro. sn. PIPE Nominal Design Wind Speed Topographic factor VuLr Kzt = 110 mph = 1 Flat cttf~=====:J:tl-+___:"'=i-~-1/2" 0 GALV. SrL. Height of the sign Vertical dimension (for wall, s = h) Hori20ntal dimension h s = 6.00 ft = 6.00 ft THRU-BOLT 8 = 12.00 ft ,.__/...,__CABINET .......L FRAME Dimension of return corner L, = 1.33 ft --- CONNECTION ® (2 PLACES) N.T.S. STEEL : DESIGN AND FABRICATION ACCORDING TO 2016 CBC PLATE, ANGLE, CHANNEL TEE, AND WIDE FLANGE: ASTM A36 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM ASOO GRADE B OR EQUIVALENT ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM F593 ZINC COATED (HOT DIPPED) PER: ASTM A153 OR F2329 BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE 60 DEFORMED BARS ALUMINUM: DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 -T6 WITH 0.098 LBS PER CUBIC INCH. ORN BY: J.O. DA TE LAST REVISED: Nov 30, 2018 TYP. WELDING : STEEL ANALYSIS Velocity pressure qh = 0.00256 Kh Kz1 Kd V2 where: 22.38 psf qh = -.elocitypressure at height h. (Eq. 29.3-1, pg. 249) Kh = ..elocity pressure exposure coefficient evaluated at height abo-.e ground le-.el, h (Tab. 29.3-1, pg. 251) Kd = wind directionality factor. (Tab. 26.6-1, pg. 194) 0.85 0.85 Wind Force Case A:. resultant force through the geometric center (Sec. 29.4.1 & Rg. 29.4-1) Maxhori20ntal wind pressure = p = ~ G Ct= = r 26.63 lpsf where: G = gust effect factor. (Sec. 26.9, pg. 198) = 0.85 Cf= net 6foeAEiffliociel<lt>(figiaHl,4Agp~26:Z) page 252) 1.40 72.01 tt2 As = 8 s = the gross area DESIGN SUMMARY Allowable Stress Design Wind Factor =fo:s ~--L.--- Design W ind Pressure = r-0.6 x p = ~psf Design Windforce, F = r-16.00 x As= ~kips Moment Arm = 3.924 ft Design Moment = F x moment arm = r 4.521 !kip-ft Footing Design Diameter= Soil Pressure = S,= A= EMBED.= r 24 in. Dia. Pole Design Sec. Mod. Req'd. S = 2.58 -. I Footing Design {Nonconstrained) 2.00 FT 100.00 PSF/FT r-393.33 PSF 3.43 FT 5.91 FT Depth= 5• • 11" 1 I STD. ST'L. PIPE USE A53 Grade B , Ll ____ 4_"_D_ia_.,_r-_-o_.2_3_7'_' ___ ~1 S= CONCRETE: 3.03 DESIGN AND FABRICATION ACCORDING TO AWS D1.1. DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14 COMPRESSIVE STRENGTH AT 28 DAYS, f 'c=2500 PSI MINIMUM. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. E70 XX ELECTRODE FOR SMAW PROCESS. E70S XX ELECTRODE FOR GMAW PROCESS. ER7 XX ELECTRODE FOR GTAW PROCESS. E70T XX ELECTRODE FOR FCAW PROCESS. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO o• AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1 .2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. CEMENT TYPE II OR IV. W/C RA TIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH. MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. SOIL: LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.2 (100 PSF/FT). REV. NO. REV. DATE REVISED BY PROJECT JOB#: JTS_238818 West Coast Self Storage Signage Cougar Drive Carlsbad CA.dwg w EST COAST SELT STORAGE CHKBY: T.J. PROJ. START DATE: Nov 29, 2018 1 -I-I--l------+----::-=-:-:-=--:-:-::---'---'------j--'-----j.....:....:...__+ ____ ~ PROJECTLOCATION : WEST COAST SELT STORAGE SHEET# 2405 COUGAR DRIVE M ON UM ENT REV BY: T.J. SCALE: AS SHOWN 2 -I-I-- H •. ..:1.ed u:iss a r , i 8 j; n 7 AM 3 .../-/--CARLSBAD, CA 1 OF 1