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HomeMy WebLinkAbout1165 W AIRPORT BLVD 18-3998 Plans sign6R�8-3�aa I l (.e5 V -�) P� guildin I' I I/ /� I I .I I �1 15�49 West Airport Boulevard 4 - 1255- 129 5 West Airpo t Boulevard ::::S�AMWND Building _ ' 1121 1197 West Bath Crest wall sign PERMIT #--- 1 il` -7� BotjLEVAR® Builtling t -Future 0 _UConstru�ry� OFFICE. i e6 -39T6 79 &77install Based on 30' linear feet of building length, ok to one 34.56 square foot "BATH CREST" wall signage as shown on plan. Any additional attached signage on canopy, wall or window shall require 04.,approved by City of Sanford Planning Department. 23� ���(� °�,BlvdNO NFORD STATE ROAa N0. 417 For more information'. 1300 PembrookDrive, Suite 350 Orlando, Florida 328410 Realvest o -i -g Vele +1 407 875 3939 +1 407 875 9989 a gvie[--@realvest.corn �x {.� I�:n��- 3,oirn FF 32" 28" SIGN TYPE CL / 35 SF SCALE: 1/2"=1'-0" ®5Te® Florida State Certified Electrical Sign Contractor (as ES 12000915 E212570 UL 48 FIFCrRIC SIGNS ALL ELECTRICAL COMPONENTS WILL BE UL LISTED AND APPROVED AS PER 2014 NEC 600.3 AND MARKED AS PER NEC 600.4. THE INSTALLATION OF THE WIRING WILL BE DONE AS PER FBC 4505.4 AND DESIGNATED TO UL 48. ALL SIGNS ARE TO BE GROUNDED AND BONDED PER NEC 600.7 AND 250.122. AN ELECTRICAL DISCONNECT WILL BE PROVIDED PER NEC 600.6. AND CONTROLLED BY TIMER / PHOTOCELL ALL WIRING INSIDE LETTERING WILL BE LOW VOLTAGE UNDER UL SIGN ACCESSORIES MANUAL (SAM) E242084, LISTED AND APPROVED AS PER 2011 NEC 600.3 AND MARKED PER NEC 600.4. PRIMARY ELECTRICAL SOURCE TO BE SUPPLIED BY CUSTOMER WITHIN SIX (6) FEET OF SIGN. ALL PRIMARY WIRING WILL BE #12 THWN. THIS SIGN IS A UL LISTED ASSEMBLY PER NEC 600.3 ANCHORSCHEDULE -ALL FASTENERS SHALL BE SPACED EVENLY— WALL MATERIAL ANCHOR TYPE Ljl t or>rs�urvu CONCRETE or HOLLOW MASONRY 1/4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE 1/4" TAPCONS (OR EQUIV) WITH 1.75" EMBED 1/4" EXPANSION ANCHORS WITH 2.5" EMBED PAIRS AT 48" O.C. PAIRS AT 48" O.C. PAIRS AT 48" O.C. 1/2" PLYWOOD (NO ACCESS BEHIND) 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL EMBED PAIRS AT 48" O.C. PAIRS AT 46" O.C. M ETAL STUDS/ PANELS N14 METAL SCREWS TO MIN 18ga STEEL OR 0.0901 -ALUM PAIRSAT4811O.C. HOLLOW WALL +BLOCKING 1/4" THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND PAIRS AT 48" O.C. FABRICATE :■. _ OF LETTERS AND INSTALL ON RACEWAY AT TENANT LOCATION. - 3/16" TRANSLUCENT WHITE ACRYIC FACES. - 3M 3630-37 SAPPHIRE BLUE TRANSLUCENT VINYL LOGO APPLIED TO :` D - BLACK TRIM CAP BLACK RETURNS RACEWAY ,6 ANONYMOUS LED PKAUFAL 6 1 r ■MOD O' EQUAL POWER rs PRINCIPAL rr, UNIVERSAL (PL !0 CIRCUIT (BY OTHERS) r"MVC LI I U IMIVIVCL LC I I CRO ON RACEWAY. UIVV VIVIVLVI VYYI I VII .040"ALUMINUM 4" RETURN 1" TRIMCAP 3/16" TRANS WHITE ACRYLIC LED WEATHERPROOF BUSHING MIN (3) #10 SMS PER LETTER PRIMARY DISCONNECT RID (NEC 600-6) 11411 DRAIN HOLES (LETTERS AND RACEWAY) 1 Based on 30' linear feet of building length, ok to install one 34.56 square foot "BATH CREST" wall signage as shown on plan. Any additional attached signage on canopy, wall or window shall require approved by City of Sanford Planning Department. 1• L r; I .._. 1 REF ANCHOR SCHEDULE �■ r i •11 � STELL 'IR -SIGN G DESIGN- 7005 Stapolnt Court Winter Park, FI. 32792 P. 407.660.3174 F. 321.249.0259 www.stellarsignanddesign.com Florida State Certified Electrical Sign Contractor ES 12000915 These drawings and designs are the exclusive property of Stellar Sign and Design LLC. Use or duplication in any manner including but not limited to electronic transfer without express permission of Stellar Sign and Design LLC is prohibited. ©2017 Stellar Sign and Design LLC. PROJECT: BATH CREST OF ORLANDO PROJECT # 7389 REVISIONS Approved ❑ Pp ®Approved as noted ❑ Revise and resubmit Approved: Date: SHEET: jdM tt�IIIIIIII� L No. DATE DESCRIPTION AM: SH PM _ Designer: RM Date: p 08-03-18 SITE ADDRESS: 1165 WEST AIRPORT BLVD. SANFORD, FL. Sheet Size - 11 " X 17" CL N M M �v N V 4S CL a P, C ry iZ +I E v 0 C = o N 3 "'tot eeectricalcontractor.Noelectricalreviewhasbeen erformedandnocertificationofsuchisintended. -Structural design meets requirements ofACl318-14,AISC360-10,ADM1-15,&NDS-15, r�•Desinisinaccordance with the requirements oftheFla Bldg Code 6th Ed(2017) for use within& outside the High Velocity Hurricane Zone (HVHZ).-This engineering certifies only the structural integrity ofthosesystems, components, and,orother construction explicitly specified herein. •Electrical notes, details, &specificationsare provided byand are the sole responslbihyfh I p General g Notes: as applicable. •Steel components shall be coated, painted, or otherwise protected against corrosion per FRC Sec 2203.2/2222.6. •Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMi-15(1a), or plastic/neoprene spacers provided. •All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. •All welding shall comply with AWS requirements. •Steel welds: E70xx electrodes. •Aluminum welds: 4043 filler alloy. •Alum extrusions: 6063-T6 or stronger, U.N.O.