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Home My WebLink AboutPLANSCHANNEL LETTERS FACES TO BE.090" THICK FLAT ALUMINUM RETURNS TO BE .063" THICK ALUMINUM MOUNTING LETTERS TO BE MOUNTED TO BUILDING WALL WITH 3/4" STAND-OFFS %_1 .-,.�^.r - COLOR 8 FINISHES n I EV IC CHANNEL LETTERS ^D VERTICAL BRUSHED FINISH J XV V �I RETURNS x BRUSHED FINISH 4 g G W�cu �1LYFi rAJd•Idf� H ENERS (4)PER LE R REVERSE CHANNEL LETTERS NTS k r. S'-'� reasure ast A MELBOURNE, FL 32940 PH:(321) 752-9040 FAX: (321) 752-1990 we xffimiac•r=� DESIGN: 8498 PROD ENC DATE: 03/26/18 CLIENT: TREASURE COAST INTERNATIONAL AIRPORT INSTALLATION ADDRESS: 3000 CURTIS KING BLVD. FT. PIERCE, FL 34946 ACCOUNT MANAGER: JOE COUTURIER DESIGNER: Roger REASON DATE PAGE: LEGAL 8.5' x 14" TYPESTYLE: Gloucester ALLOWABLE AREA: 00 SQ. FT. AREA SHOWN: 40 SQ. FT. OAH ALLOWABLE: 0 FF. CODE: 1.75, TP 0A E AONRLS'3,I. NSTALl OEJJ(L')S Of. 0NNt L�IMATT1VtDUAI ENG EGTTE RS CHANNEL LETTERS FACES TO BE.090" THICK FLAT ALUMINUM RETURNS TO BE .063" THICK ALUMINUM MOUNTING LETTERS TO BE MOUNTED TO BUILDING WALL WITH 3/4" STAND-OFFS COLOR 8 FINISHES CHANNEL LETTERS VERTICAL BRUSHED FINISH RETURNS BRUSHED FINISH 3/4'STANDOFFS NON ORROSIVE I -DEEP FASTENERS .063'THiCK ALUMINUM (4)PER LETTER RETURNS 1/4'X31/4' TAPCON 410 SS, OR 410 X 3' SS SELF TAPPING PAN HEADSHEET METAL SCREWS FACE FACE REVERSE CHANNEL LETTERS NTS. Conforms to the requirements of 6th Edition (2017) Florida Building Code section 1609 and ASCE 710 Ultimate design wind speed V(ult)=170 mph Exposure category=C Riskcategory=11 John J.Orlando PE LLC 165 Old Ridge Road ..Macon, GA 31211 478 731 5394 jjorlando@cox.net Florida registration R 0044089 job 31185A sheet 1 of 2 tr E LLIo c v a UJL- U sV o' U Q a3 J N F O �a ? No 0044089 ' ' it - 19,; STATE OF S EXISTING ELEVATION: REVERSE CHANNEL LETTERS QTY: ONE(]) ELEVATION: REVERSE CHANNEL LETTERS QTY: ONE (1) 89'-6' 28'-3" gib` •: OR1�;:✓ �� Treasure Coast a„ PROPOSED: REVERSE CHANNEL LETTERS QTY: ONE (1) iEIGHT TALLER • SIGNACCESS 7205 WAELTI DRIVE MELBOURNE, FL 32940 PH: (321) 752-9040 FAX: (321) 752-1990 04N9'i..l[tl.I_lKM0.}xKq.Ot• DESIGN: 8498 PROD ENG DATE: 03/26/18 CLIENT: TREASURE COAST INTERNATIONAL AIRPORT INSTALLATION ADDRESS: 3000 CURTIS KING BLVD. FT. PIERCE, FL 34946 ACCOUNT MANAGER: JOE COUTURIER DESIGNER: Roger REASON DATE PAGE: LEGAL 8.5" x 14" TYPESTYLE: Gloucester WABLE AREA: 00 SQ. FT. SHOWN: 40 SQ. FT. ALLOWABLE: 0 FT. E: 1.75. TP Job name I' `Treasure Coast Internationalonal Job# I3118SA. 1 Sign company: Sign Access, Inc.. - Installation location: 3000 Qurtis.King Blvd;` Ft.: PPierce iFL 3494E Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: ,w_all mountedlighted cabinet sign Occupancy Category: 'll Ultimate design wind speed, figure C, FBC 2017, section 1609: 170 mph Wind stagnation pressure (qz) per 1609.6.3 FBC 2017 74.0 psf Net Pressure Coeficient (Cnet) from Table 1609.6.2 (1) Components and cladding not in areas of discontinuity - walls and parapet: -1.09 Wind Pressure -80.7 Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall - maximum height of structure to be attached r 1.29 It - maximum width of structure to be attached j 0 65 ft - fill factor 1.00 - projected area of each component to be attached 0.8 R^2 -wind load -67 Ibs - design limit tension load per fastener to 76 Ibs - even number of fasteners minimum of 2 = -2 - number of fasteners practically required due to structure shape 2 - weight of structure is approximately 0.8 Ibs - design limit shear load per fastener to 75 Ibs - average shear load per fastener = 0.4 Ibs Mounting surface construction is: to: be determined Use methods: 6 or 8 Method 1 - Liberty brand toggle bolts - use 3/8" x 6" long toggle bolts, item no. 3860OTM - ultimate tested shear load in hollow CMU = 3000 Ibs - ultimate tested pull out load in hollow CMU = 1800 lbs - design pull out load = 250 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 2 - Lag bolts into framing members. -use 3/8" galvanized lag bolts with at least 5" of embedment into framing members. -allowable pull out load = 436 pounds - allowable tension load= 680 pounds psf Method 3 - Through bolts into a blocking member. - use threaded steel rod into a blocking member placed behind framing member. - ultimate tension load 910/24 rod = 100 pounds ultimate shear load = 50 pounds - ultimate tension load 1/4" rod = 270 pounds ultimate shear load = 200 pounds - ultimate tension load 3/8" rod = 680 pounds ultimate shear load = 510 pounds - ultimate tension load 1/2" rod = 1260 pounds ultimate shear load = 940 pounds Method 4 - Hilti 3/8" x 3" Kwik Bolt TZ SS 304, Item number 387523 - ultimate tension load = 1520 Ibs - allowable shear load = 1685 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. https*//wwwhiltimm/medias/sys masteddocuments/hec19233455513630Rechniwl-information-ASSET-DOC-LOC-1543424.od1 Method 5 - Masonry screw anchors - use HILTI HUS-HR 6 with embedment of 1 %" -ultimate tension load = 966 Ibs design shear load = 2540 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's Instructions, using correct size drill. hhps'/Ai hilti lu/medias/sys master/documents/h8e/9107742851102/ASSET DOC 2331142 APC RAW.od( Method 6 - 1/4" x 3 1/4" Tapcon 410 SS - depth of embedment in hollow concrete bock = 1 1/4" - pullout strength = 7541bs - shear strength = 1218 Ibs Method 7 - Threaded rod and epoxy embedment in concrete masonry unit (CMU) wall - for a 3/8" HIT_A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8" of embedment - maximum allowable shear load = 1145 lbs - maximum allowable tensile load = 1490 lbs - design tensile load = 250 Ibs (design tensile load for a 3/16" rod = (1/4)(250) = 65, use 50) httu�/Mwstrongtie.mm/products/anchorsystems/adhesives/setxo/loads tension -shear rod-rebar cmu.html Method 8 - #10 self tapping sheet metal screws or wood screws - design tension load = 125 pounds Method 9 - 5116-18 Riv- Nuts by "Atlas SpinThe part number AELS-518-312" - pull out strength in 0.125" aluminum sheet = 3602 pounds -design tension load = 75 pounds Method 10 - 1/4" fillet weld - design shear strength per lineal inch of weld = 150 pounds - design tension strength strength per lineal inch of 150 pounds Method 11 - Silicone adhesive (Loctite SI 5640 or equivalent) - design lap shear strength with PVC =160 psi httD://henkeladhesivesna.mm/henkeina/10232 LT6691 SI 5640 SiliconeSS.odf References ASCE 7-10 The 6th Edition (2017) of the Florida Building Code John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 sheet: 2of 2 (478)731-5394 jjodando@cox.net No 00440H9 tY :Cc= 1 c1'ATE OF CURVE TABLE �C BASTING LENGTH RADIUS PT NORTHING PT EASTING 361787.855 65.2 '60.0 1146851.171 861756.294 361751.343 5.8 2.0 1146903.887 861749 592 561749.592 35.4 70.0 1146883.503 861721 086 361751.343 24.5 40.0 1146881.745 1736:017-�_ GONCEALEDFASTENtONSIBILRY OF THE APE TNERESP CONIRA�ORORREGORD _ TYPE Dci A 9 0 IVR, ✓ Y r- i �F ROADWAY PARKING LOT F I THESE PLA 14SAND ALL PROPOS WORK ARESUEtJ CT TO ANYCORRE BY FIELD INSPE S?THAT ES ER TO _- oat frARLE CODES 0 TYPE DCURB A DCUR 3 1 TYPE IV GO BE `- VARU�BLE-WIDTH (OPTION III <e r 'a X\ J 3 C-320 Al k\ 20' 10, 0 20' 40' ' AECOM TECHNICAL SERVICES, INC. GRAPHICSCALE ]650W. COURTPBELL CAUSEWP �.� i_ TAMPA, FLORIDAA33607 3360] 607 NW fiW NW COMMOOfIY COVE rt k SCANNED PORT ST. LUCIE, FLORIDA 34986 CULPEPPER AND TERPENING, INC. Lucie n8o SOUTH 25TH STREET St. Lucie Fr.. PIERCE, RUORIDA 34981 4VI� County Y 2 r V $ I KIN, CHARGINGST UI1 Es'CHARGING STA ON >w v f\ V\ r,_: : s 3• -s- -s, _ r � �a_Y � llT NEW SOD .y � t a z s LANDSCAPE o_REMA � t o SCHEDULE �Y u y ? EXISTING SID L za. ,s ti ..`r+ �� s "%`` 2 �C1"o-o� 9 �(TO REMAIN) I :s •�. 8'rMiyx �" o _o O r�ti : , a rc" FPR TERMINAL tu �TERMMINAL r / DE ecraB E"� �' + k '' SPARKING �s r • - wARNiNGsF <, ar.�,�. t QN ALL'PERFDQT SPECIFlCATION SECTION 527)a a T#LOT'), o H: J- _ I o TYPE DCURB Ile ST. LUCIE COUNTY BUILDING DIV T9 REVIEWED FOR .COMPLIANC REVIEWE BY PLANS AN R IT MUST BE KEPf ON JOB` �w SITE OR NO INSPF ION(S) WILL BE MADE RECEIVED s€ FLUSH CURB rNs ES — ASPHALT MAY 2 5A1T P_iaSi 1 PARKING LPARKING ' Coun ftt€fig ,�� ZNG N TF.0 l NO.57 STONE AGGREGATE u• rmry S U.S. CUSTOMS BLDG. BRUNO J. FIORI FL. P.E. NO.49150 FIRM EB. 8115 AECOM TECHNICAL SERVICES, KEY PLAN: 0