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HomeMy WebLinkAboutSIGN INSTALLER INSTRUCTIONSRECEIVED JUN 0 8 2018 ST. Lucie County, Permitting SIGN INSTALLER 1 ✓ (sq.ft-) (flush, raceway, or pin) (solid area or letters) MARK DISOSWAY, PE 2. Select fastener for wall structure. * 163 SW Midtown PI, Ste 103 INSTRUCTIONS 3. Evenly space fasteners over whole sign area. �rri��a�:pis �g�gmlf�=�i© Lake City, Florida 32025 MORE FASTENERS IF THE SIGN NEEDS RI ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign fl` •'` '^ - ` -^ '' � �' 366-754-5419 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 6th EDITION FLORIDA ref 20151BC, ASCE7-10 FLPES3915 ling. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and ,;;;:.d• ;;_ im. Raceway sign fasteners spaced evenly in two rows 5 - 7" apart, half on top row, and half on bottom now. Place raceway on centroid line BUILDING CODE 2017) ' 3n or increase fasteners by (offset'+3")16". Follow fastener manufacturer's instructions and code requirements for installation. ,+`�•'; •° E ° - 'T si .� ^ i ":::: Risk Category II, Normal hazard to human life; III, Substantial hazard to human life; IV, Essential, emergency, critical CALCULATION: Minimum Number of Fasteners 16o Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A, Risk 11; Fig.26.5-1 B, Risk III&IV Evenly Spaced Over Whole Sign �� �° NO 3015 + e{r ( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension)'>:: or m e lZ e SLATE ,F Exposure Wind Exposure C, No unobstructed area within 1200R; Wind Exposure q Unobstructed area upwind P p Fastener Wall Structure Pull Fastener Installation/_ p` ..... 3 3Q::::: Sign Height Sign Height Above Ground, ft, H; Sign cannot be higherthan top of wall or 60'. For multiple signs use worst case.or •• .-, 1�;:' ��„° or 1/2 ThruBolt Structural Wall 500 3/8' or 1/2' bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 1/2 olt Wood 100 washethm 1/2' OoSBfl r plywood sheathing or1 1 ' boltscreut See a Sign Area Gross i al sign letters and means thelogos. overall area surrounding and including ��s 1*00 A llaga& fG�otd� 6/4/2018 Lag Shed eSheathing Concrete 00 3/' 5/8' holert p ancand sh.Tab Lag Shield CMU 100 3/8-16 screw in 518" hole, tap anchor flush. WIND LOAD CALC: ASCE 7-10, Section 29.4.2, "Solid Attached Signs" 'Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. C& C wind pressure on solid sign attached flat against wall or parallel to wall, <3'from surface and >3' from edge, equals wall wind pressure from ASCE7-10, Section 30.4. This sea( for structural engineering per scope of work (Fasteners only) Tapcon CMU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture. Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. See Table Wind Force on Sign; F = Pasd' Net Sign Area SCOPE OF WORK Wood Screw 5/8" Sheathing 77 #12-14 wood screw or SMS into 5/8" OSB or plywood sheathing. -46 psf Wind Pressure; Pasd = Qhasd'Gep, ASO, C&C, ASCE7-10, Eg30.4-1 ENGINEERING: Calculation of minimum ber Screw Wood Framing 170 FastenMaster Timberl-OK, 1/4" thread wood screw 1.25" in wood 33 psf Velocity Pressure; Qhasd=.00256'KYKzrKd'VasdA2, ASCE7-10,Eq.30.3-1 fasteners. ONLY. (See equation) 'Toggle Bolt CMU or Densglas 53 Toggle Bolt, Powers spring -wing, in CMU, OSB, or 5/8" DensGlass. 124 mph Wind Speed; Vasd = sgrt(VultA2*.6), for allowable stress design, 'Sleeve Anchor Concrete or CMU 380 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 0.98 Veloc Pres Expos Coeft K--2.01'(H/900)A(2/9.5)ExpC, (700&11.5),T30.3-1 This seal IS NOT: architecture, electric, or 'Liberty Toggle Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 External Pressure Coen; GCp=1.8, Zone 5, 1ft2 area, ASCE7-10, Fg30.4-1 structure of sign and wall. 'Stud Glued Solid Wall Mat'I 50 3/8'thd rod stud glued in solid wall mail, Liquid Nails LN-950, Hilt DY-70, or equal. 0.85 Wind Direction Factor, Kid =.85 forattached signs, ASCE7-10, Table26.6-1 By using this engineering sign installer, Stud Thm Structural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking 0.0 Internal Pressure Coen; Cpi = 0, sign flat against wall, ASCE7-10,Sec29.4.2 manufacturer, and owner agree to: Stud Glued Solid Wall Mat'I 25 3/16"pin-stud glued in solid wall mat'I, Liquid Nails LN-950 or equal 1.0 ITopographic Factor, Kzt=1 forflatground, no hill, ridge, or escarpmenl>15' 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener DRTANT -Adhesives are strong but none have code approval for structural applications.Sign installer musttest glued stud connection 1 5 psf I Sign Weight must be less than 5 pounds per sq.R net area. ngth. For 3116" stud pull 50 lb per stud; for318" stud pull 100 lb perstud. Use tripod, game scale, and hooks. manufacturer instructions in locations required by sign manufacturer, this may mean more Igo&- OZZI fasteners are required than shown in table. 3. ST. LLTC1Z COL-NT°' RUTL ? P—WIS70NT Make sure sign and wall meets building code, REWEF ED FOR CO r L' . E sign code, and UL. Verify stated wind (speed, 1ZE17P'•�E,i BY risk, exp, tope), sign (size, area, location on DATE 1319 wall, max weight), wall (materials and PLANS AND PERMIT ST BE KEPT ON JOB construction). OR NO XNSPECTION711L BE NUDE. ' 100 109 n vmer".. 1,, Z. 1: PLANS ANb ALL PROPOSED WORK PVC backer sig16f ace ARE SUBJECT TO ANY CORRECTIONS PASTED IMAGES, DETAILS, DRAWINGS, AND tapcons REQUIRED BY FIELD INSPECTORS THAT NOTES ON THIS SHEET ARE NOT ENGINEERED per standoff MAY BE NECESSARY IN ORDER TO OR REVIEWED. 2-6 per letter COMPLY WITH A66APPWOADIJ 000081 attached thru They were pasted in at request sign into wall to help relate fastener t to the job. engineering - ( I '' P ^- ,n c�atcr.�,G��r�blL�r��;�or�TTaCHM�NTS ;;:>::>::>:::::»::::::>:::::::::>:::::::::::: ` .. S'rg ...... re Sighs=lV= ARE THE RESPONSI9ILITY OF THE Lettratg>:; ndoff CONTRACTOR OF RECORD 1.5" THICK ..alb>#:1:$06:'t4::: >: : PVC material 11ii a one sign each type at