The URL can be used to link to this page

Home My WebLink AboutSIGN PLANSSCANNED BY. St- Lucie County I e� Alternative Health & Wellness L him, <7 OL -4- IF- '-wM SIGN INSTALLER I . Ify (sclft) (flush, raceway, or pin) (solid area or 2. oe' ct fastener for wall structure. INSTRUCTIONS 3. Eve'unly space fasteners over whole sign area. MARK IDISCISWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 ........ ......... ......... ........ ......... ........ ......... .. ......... ........ ....... . ........ ... .................. ........ ........ ................. . . . . . . . . . . . ........ .................. ..... .. +...............�................. ........... ........ ......... ...... ........ ........ . . . . . . I . 1 .4 ...... . .. ... .... ........ ....... ........ ....... .. .., .. ........ ........ ........ ........ . ... . .. . . . ........ ...... . ..... .. ... ........ ........ ...... . . . . . . . . . . .. ......... ........ ........ . . . . . . . . . . ''' ...... ....... ...... ...... ...... ...... . . .... . .... -W -*-' .:or:':::::: or... *+:::liI::: U)'' USE MORE FASTENERS IF THE SIGN NEEDS fTI ONLY ATTACH TO STRUCTURAL WALL MKTERIAL(UNO). Shape and stmngth of sign may require more fasteners. Example: "I" may need 2 fasteners, "J 3. "H" -4.'W'- 5; and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturer's instructions and code requirements for plawment of fasteners. At least put one in each comer top and bottom. Raceway sign fasteners spaced evenly in two rows 5 7" spent. half on top row, and half on bottom row. Place ramway on centroid line of sign or increase fasteners by (offset'-W)16". Follow fastener manufacturer's instructions and code requirements for installation. ref 2016 IBC, ASCE7 6th Edition FLORIDA -10 BUILDING CODE (2 017) ... ::'::i1 "::: ... ... Risk Category 11 Normal hazard to human life; III, Substantial hazard to human fe; IV, Essential, emergency, critical CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign Fasteners Wind Force on Whole Sign Area I Fastener Allowable Tension ..470::, ......... Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1 Risk 11; or Fig.26.5-113, Risk IIl&IV ........ Exposure Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind Minimum Fasteners (Use for More if ign Needs Whole Sign It) Fastener 1 Wall Structure Pull . Fastener Installation 19��j��,Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top lof wall or 60'. For multiple signs use worst case. 6 6 318 or 112 ThruBolt Structural Wall 500 3/8" or 1/2' bolt, nut, washer thru wall; CMU, bricli. concrete. 2A or unistrut backer 20 9 318 or 112 ThruBolt Wood Sheathing 100 3/8' or 112* boft, nut and washer thru 1/2' OSB or plywood sheathing See Table I Sign Area Gross Sign Area, sq.ft., means the overall area surrounding and lincluding all sign letters and logos. 10 6 3/8" Lag Shield Concrete 200 3/8 - 16 screw in 6/8" hole, tap anchor flush. 20 9 3/8" Lag Shield CMU 100 3/8 - 16 screw in 6/8" hole, tap anchor flush. WINDLOADCALC: ASCE 7-10, Section 29.4.2, "Solid Attached Signs" 12 6 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. C & C wind pressure on solid sign attached flatagainstwall or parallel to wall, <3'fmm surface and >3'from edge, equals wall wind pressure fromASCE7-10, Section 30.4. 46 20 1/4" Tapcon CMU 43 .1/4" Tapcon, min 1.25" embedment, protect from moisture. 23 11 #12 Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. See T ble Wind Force on Sign; F = Pasid * Net Sign Area 25 11 1#12 Wood Screw 6/8" Sheathing 77 #12-14 wood screw or SMS into 5/8" OSB or plywood sheathing. -48 psf Wind Pressure: Pasd = Qhasd*Gcp, ASO, C&C, ASCE7-10, Eq30.4-1 12 6 Timber Screw Wood Framing 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 34 psf Velocity Pressure; Qhasd=.00256'KeKzt*Kd*Vasd42, ASCE7-10,Eq.30.3-1 36 16 114" Toggle Bolt CMU or Densgias 63 Toggle Bolt, Fowers spring -wing, in CIVIL, OSB, or 5/8" DensGlass. 132 mph Wind Speed; Vasid = sqrt(VuV2*.6), forallowable stress design 6 6 1/2"Sleeve Anchor Concrete or CMU 380 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 0.90 Veloc Pres Expos Coeft Kz=2.01 *(H1900)A(2/9.5)ExpC, (700&1 1.5),T30.3-1 6 6 1/2"Liberty Toggle Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 External Pressure Cost, GCp=-1.8, Zone 5, 111:2 area, ASCE7-10, Flg30.4-1 39 17 318" Stud GI d d a I.M.a�l H� 50 3/8" thd rod sh d glued in solid wall matl, Liquid Nails LN-950, Hilfi DY-70, or equal. 0.85 Wind Direction Factor, Kd = .85 for attached signs, ASCE7-1 0, Table26.6-1 Pin Stud Thru Fol, ruZ t !Do 1 nut, and washer thru structural wall or 2x4 blocking '12:�ep!2n-slt�d 0.0 Internal Pressure Coot CpI = 0, sign flat againstwall, ASCE7-10,Sec29.4.2 Pin Stud Glued Solid Wall Mail 25 13116 ued in solid wall mat'l, Liquid Nails LN-950 or equal I 1.0 Topographic Factor. Kzt= 1 forflatgmund, no hill, ridge, or escarpment >15' IMPORTANT -Adhesives am strong but none have code approval for structural applications.Sign installer must test glued stud connection strength. For 3116" stud pull 50 lb per stud; for 318" stud pull 100 Ib per stud. Use tripod, game scale, and books. 1 511 psf I Sign Weight must be less than 5 pounds per sq.fL net area. ST LUCIE BUILDING FOR DATE MUST BE KEPT ONPOB OR NO INSPECTION WILr BE MADE CONCIRALED FASTENERS OR ATTACHMEIM ME THE RESPONSIBUTY OF THF CONTRACTOR of qCoplo MIN CNIR TECH REQ. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO MY CORRECTIONS RLIQUIRED BYPIELD INEPECTORSWiT - 11AYDENECESSARYINORDERTQ CY) 132 in 741-0 170 C:) C:) Cri LO 6. A- Den, Aun&JJvW REILW MWUh1cX=U".1do!cVM 9 nk�=M==CAAC�= FLPE53915 3' "15, No ZZ T, 11 11" 8 is seal for structural engineering per ope of work (Fasteners only) (See equation) I IS NOT: architecture, electric, or of sign and wall. Select fastener from table based on wall ucture. 2. Install fasteners per fastener anufacturer instructions in locations required sign manufacturer, this may mean more ite�recl than shown in table. 3. alke sure sign and wall meets building code in code, and UL. Verify stated wind (speed k, exp, topo), sign (size, area, location on ill, max weight), wall (matenals and PASTED IMAGES, DETAILS, DRAWINGS, AND OTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customers request to help relate fastener engineering to the job. one sign each type at this