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1099 Atlantic Blvd SIGN18-0006 sign permit44.1s SIGN INSTA I' r r letters) 1. Verify (sq.ft.) (flush, raceway, or in (solid area o.............:....:....>::...........>::::>:::::;>;:;:::'»>:>:.>::»:> fY(q )( Y, p 1t LER::::::.:.:, 2. Select fastener for wall structure. .:::.::.::...........:.:.:.:.:.:.:.:.:.:::.::.:::.:......:.::..::.::..::. >;'>:::::>::>:>::>:::>::: ::::::>:::>:;.;: :..::...:::::.::::.:.:::::::::::::::::::::::::::::::::.:::::.:.:....::::::.:.:.:::.::..::::::::::::::::.::.::.::.:::.::: . ..:. :...;:.;:.:::.;::.::..:;::::.:.;.::.;.»::;:;;:,;;;:.;::..;»»»>;:.;>;>;>:>;.>.;;::.: :...:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:_::.::::: ........................................................... :::::.:::::::::.:::::::::.::::. - .:.....:' : ': ' " ":: ": " ' '- "'>": ::::::.:::::::..:.:::::::.;:.;:.;:.::.::.::......::.::.............;::. MA RK DISOSWAY, PE 163 SW Midtown PI, Ste 103 ...........:. ............ .... ...... _ ............................ ....... ....... Flush.: .................... ..............:':' :. .:':::: ;:. ........ Box . _(...) . USE MORE FASTENERS IF THE 3. Event s ace fasteners over whole st n area. Y P g SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign _.,:..:.:::::.;::.;:.;:.;:.;:.;:46.;::;:>;>;;>;;;>;..:.;.::::::::::: ,.;.;.:;.;:.;:,>;>>:_:.::..::.;:.;:.;:.;:.;:.;>:::;;;;;>::::::::::::::::::::::.:.;;:.;:.;;+...y.:::::_..:::::::::::::::::::::::.............,..:.::::::: :.;:.;;:.;;:.;;::_::..;.;»>:;:;.;:.::::.;>;;:.::.::.::;;.;;:;;.;:x:;:.;:.;:.:;:;.;;;;;;;;:;>;:.;>;;;;;>;;;>:.:::.;::>::>::>::>::>:<:>:: Lake Ci City, Florida 32025 386-754-541 9 .: .: .. ...... .. ...... ... .................'...... ... ...... . ...,... .........:.... Sth EDITION FLORIDA ref 2012 IBC ASCE7-10 , FLP 5 :::. :•: ' :. may require more fasteners. Ex mple: "I" may need 2 fasteners, "J" - 3, "H" - 4, "W' - 5; and 1/8" thick plastic may need morefasteners to avoid .::.........: f bending. follow sign manu act bottom. Raceway sign fastener r' in r ions and code requirements for placement of fasteners. At least put one in each corner to and e s st uct q p p p spaced even) in two rows 5 - 7" apart, half on to row, and half on bottom row. Place raceway on centroid line p y BUILDING CODE (2014) 4 1at'$ �� ' ° :.: - y g y p p �. ....... :.: : >. :: of sign or increase fasteners by (offset"+3")/6". Follow fastener manufacturer's instructions and code requirements for installation. �� „ n" '� ,° '' A .. il, Normal hazard to human life; III, Substantial hazard to human ,....'....'.. ...........'. ,........ 3 : :: :::41:: > •... Risk Category g rI/o life; IV, Essential, emergency, critical , ........... > ...'. ::: CALCULATION: Minimum Number of Fasteners �° No 53 130 Wind Speed p Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A, Risk II; 5 16, Risk 111&IV :':::::::::::' ,a}.:—. m Evenly Spaced Over Whole Sign 0 - :d:: ( Fas eners =Wind Force on Whole Sign Area /Fastener Allowable Tension) ST," Exposure Wind Exposure C No unobstructed area within 1200ftWin Ex osure D, Unobstructed area u wind p p Minimum Fasteners for Whole Sign Fastener Wa I Structure Pull Fastener Installation %5::::: Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. Use More if Si n Needs It e ,� , $� �r�° . 8/30/2017 6 3/8 or 1/2 ThruBolt Struc ural Wall 500 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 12 3/8 or 1/2 ThruBolt. Woo Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing `' See Table Sign Areaie4 Gross Sign Area, sq.ft., means the overall area surrounding and including all sign letters and logos. 6 3/8" Lag Shield Concrete 200 3/8 - 16 screw in 5/8" hole, tap anchor flush. 12 3/8" Lag Shield CMU 100 3/8 -16 screw in 5/8" hole, tap anchor flush. WIND LOAD CALL: ASCE 7-10, Section 29.4.2, "Solid Attached Signs" 7 1/4" Tapcon Conc ete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture: C & Cwind 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 seal for structural engineering per scope of work (Fasteners only) 28 .1/4" Tapcon CMU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture. 15 #12 Metal Screw 20ga CFS Frame 83 #12-14 Self-drilling screws 3 threads thru 20ga steel frame. See Table I Wind Force on Sign; F = Pasd *Net Sign Area SCOPE OF WORK ENGINEERING: Calculation of minimum 16 #12 Wood Screw 5/8" Sheathing 77 #12-14 wood screw or SMS into 5/8" OSB or plywood sheathing. -27 psf I Wind Pressure; Pasd = Qhasd*Gcp, ASD, C&C, ASCE7-10, Eg30.4-1 8 Timber Screw Woo framing 170 FastenMasterTimbert-OK, 1/4" thread wood screw 1,25" in wood ' 19 psf lVelocity Pressure; Qhasd=.00256*KeK2t*Kd*Vasd^2, ASCE7-10,Eq.30. -1 fasteners. ONLY. (See equation) This seal IS NOT: architecture, electric, or structure of sign and wall. By using this engineering sign installer, 23 1/4" Toggle Bolt CMU or Densglas 53 IToggle Bolt, Powers spring-wing, in CMU, OSB, or 5/8" DensGlass. 101 mph Wind Speed; Vasd = sgrt(Vult^2*.6), for allowable stress design 6 1/2"Sleeve Anchor Conc ete or CMU 380 1/2" HILT1 HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 0.85 Veloc Pres Expos Coeff; Kz=2.01*(H/900)^(2/9.5)ExpC, (700&1IMJ30. -1 6 1/2"Liberty Toggle Hollo CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 External Pressure Coeff; GCp=-1.8, Zone 5, 1ft2 area, ASCE7-10, Fig30. -1 24 3/8" Stud Glued Solid Wall Mat1 50 3/8" the rod stud glued in solid wall maf1, Liquid Nails LN-950, Hilt DY-70, or equal. 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE7-10, Table26.6 1 Pin Stud Thru Struc ural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4'blocking Intemal Pressure Coeff; Cpi = 0, sign flat against wall, ASCE7-10,Sec29..2 manufacturer, and owner agree to: 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener Pin Stud Glued Solid Wall Mat'I 25 3/16"pin-stud glued in solid wall mat'l, Liquid Nails LN-950 or equal Topographic Factor; Kzt =1 for flat ground, no hill, ridge, or escarpment 15' IMPORTANT - Adhesives ares rong but none have code approval for structural applications.Sign installer must test glued stud connection psf Sign Weight; must be less than 5 pounds per sq.ft. net area. EL5 strength. For 3116" stud pull Ib per stud; for 318" stud pull 100 Ib per stud. Use tripod, game scale, and hooks. manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table. 3. B Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction). e �. ♦ S $td. FT: PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED Q�►n OR REVIEWED. t � � They were pasted in at customer's request o� to help relate fastener engineering to the job. :Sh tSighs of I E :: �. Z g vI��"r',ti F'(rk:@4 W`;�`t'I'" "`;�a,t a" EI?}P.R:. .,. :�I i� ,„ I I 3J �' 1st � ". w, _ #1 y. Y Sag � i ill n s • (11 ur r a ;v 4: : r _ �:; „ r l Ff G 1.. f . ak #:1 x:1020:::: - . ...... ............... `..AVL. SC1� .............•.. ,.....'.......... . ........ .....`.'thick::.: ..• .................................................... aloe Lawn ..................................... '::: �ED�. .t.at4tii.:HEvd:.> 4. 4 4 4 4 6 Min Fastene,s" 93 w 4F"rcE 44 Net Area sqk '.. ..... tic Bach,. . . . . . . . . . . . . .50. ,DO SCO'. .500 %NMN ...... ... "'. '.... " ........"........." ... . ":.. ........... .. ... ..... .. .'.'. For one sign each type at this location. 44.1 s SI h race <.. :;::>::. lid area or `etters flus ;:.: ft. wa or In so ) s )� Verify p Y Y �;:.;:.;;;::.;:.::::..;:.;::::;.;:.;:.;>:.;:;:.;:.;;:.;:;:::::;:;.;':.;,:.;:::.:.;::::.;;::::.:: �.::..:.:......;::......:.;.::.......::;.....>:::::>:;....:>:;.......:..:...::::>::>::>:z:::> N INSTALLER for ;. ;.: :.:. ;: _>: ; :..�.+...::.:.:; :. > :::.>:::.>: _:.> >:<:.::.:.:.;;:::;..:.;..:...:::::::::::::: 2. Select fastener structure. wall stru ': , " ... _. ��::.::::::...':.:".::�1.:.::...::..:::::::.::::.::.::.:: sign area. .....:..... over w hole sI 3. Event space o e 163 SW Midtown PI, Ste 103 Ci Florida 32025 Lake City, �.......... ................... ........ ........ ..... ........ ..........'.'..'. .. flush.. INSTRUCTIONSHers .................... .............Box... USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign ref 2012 IBC, ASCE7-10 �� '� d fasteners to a v d avoid 386-754-5419 ..................................... . .: . ' ...... .. . ........ FLP 5 rew be ding. F I lomay e fa manufacturer's nstructions a d codey need 2 requirements quireme is for p ac ment of fasteners. At least put one in each comer top and BUILDING CODE (2014) l� .. .. . bottom. Ra rid line ewa si n fasteners s aced evenly in two rows 5 - 7" apart, half on top row, and half on bottom row. Place raceway on centroid Y 9 P I'at'on ®�'�� . ... . ... . . '. ' or Of sign i o ow fastener manufacturer's instructions an code requirements or ins a i Substantial hazard to human cr f t by (off t"+3")/6"FII f td df t II, Normal hazard to human life; III, Su ease fasteners se 1I:::::: Risk Category .. ... . ... .. . >..::.......: : >: life; IV, Essential, emergency, critical &Ev J F .... LCULATION: Minimum Number of Fasteners CA Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A, _ °? : 1.30: Wind Speed 26.5 16 Risk III&IV aced Over Whole Sign Risk II; or Flg Evenly Sp g i ..... — . 3'.' d:.. 1200ft' Wind unobstructed area within , — stener Allowable Tension) Wind Exposure C, No ono (Fasteners —Wind Force on Whole Sign Area / Fa C:.:. Exposure STP E >�.. Exposure D, Unobstructed area upwind Fastener Installation®b Above Ground ft H' Sign cannot be higher than top ener Wall Structure Pull " Sign Height Ab 3 ::A:5 Am W ers for Whole Sign Minimum Fasten 9 Fa Use More if Sicin Needs It 6 3/8 or 11 ': Sign Height of wall or 60'. For multiple signs use worst case. ThruBolt Structural Wall 500 3/8" or 112" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer and 12 3/8 or 1/ ThruBolt Wood Sheathing 100 318" or 112" bolt, nut, and washer thru 112" OSB or plywood sheathing See Sign Area Gross Sign Area, sq.ft., means the overall area surrounding including all sign letters and logos. 3/8" Lag 6 hield Concrete 200 3/8-16 screw in 5/8" hole, tap anchor flush. Table hield CMU 100 3/8 - 16 screw in 5/8" hole, tap anchor flush. � WIND LOAD CALC: ASCE 7-10, Section 29.4.2, "Solid Attached Signs" 1.5" from moisture. C & C wind pressure on solid sign attached flat againstwall or parallel to wall, <3' from 8/30/2017 This seal for structural engineering per 12 3/8" Lag 7 1/4' Tap on Concrete 171 1/4" Tapcon, min embedment, protect on CMU 43 1/4" Tapcon, min 1.25" embedment, protect from moisture. surface and >3' from edge, equals wall wind pressure from ASCE7-10, Section 30.4. See Table Wind Force on Sin F = Pasd * Net Sign Area CFS Frame 83 #12-14 Self-drilling screws 3 threads thru 20ga steel frame. 9 g scope of work (Fasteners only) SCOPE OF WORK 28 1/4" Tap 15 #12 Met 16 #12 Wo I Screw 20ga Screw 5/8" Sheathing 77 #12-14 wood screw or SMS into 5/8" OSB or plywood sheathing. -27 psf Wind Pressure; Pasd =Qhasd*Gcp, ASD, C&C, ASCE7-10, Eg30.4-1 ENGINEERING: Calculation io minimum fasteners. ONLY. (See equation) 8 Timber crew Wood Framing 170 FastenMaster Timberi-OK, 1/4" thread wood screw 1.25" in wood 19 psf Velocity Pressure; Qhasd=.00256*Kz*Kzt*Kd*Vasd^2, ASCE7-10,Eq.30.3-1 23 1 /4" Tog le Bolt CMU or Densglas 53 Toggle Bolt, Powers spring wing, in CMU, OSB, or 5/8" DensGlass. 101 mph Wind Speed; Vasd = sgrt(Vult^2*.6), for allowable stress design Veloc Pres Expos Coeff; Kz=2.01*(H/900)^(2/9.5)ExpC, (700&11.5),T30.3-1 This seal IS NOT: architecture, electric, or 6 1/2"Slee a Anchor Concrete or CMU 380 1/2" HILTI Hl-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 0.85 External Pressure Coeff; GCp= 1.8, Zone 5, 1ft2 area, ASCE7-10, Fig30.4-1 structure of sign and wall. 6 1/2"Libe y Toggle Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. -1.4 50 318" the rod stud in solid wall mat'l, Liquid Nails LN-950, Hilti DY-70, or equal. 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE7-10, Table26.6-1 By using this engineering sign installer, 24 3/8" Stu Glued Solid Wall Mat'I glued Structural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking 0.0 Internal Pressure Coeff; Cpi = 0, sign flat against wall, ASCE7-10,Sec29.4.2 manufacturer, and owner agree to: Pin Stud Pin Stud Thru Glued Solid Wall Mat'I 25 3/16"pin-stud glued in solid wall mat'I, Liquid Nails LN-950 or equal 1.0 Topographic Factor; Kzt=1 forflatground, no hill, ridge, or escarpment >15' 1. Select fastener from table based on wall 2. Install fasteners per fastener IMPORTA�!Tr-3116" Adhesives are strong but none have code approval for structural applications.Sign installer must test glua!d stud connection 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area, structure. manufacturer instructions in locations required strength. stud pull 50 lb per stud; for 318" stud pull 100 lb per stud. Use tripod, game scale, and hooks. by sign manufacturer; this may mean more fasteners are required than shown in table. 3. Make sure sign and wall meets building code, B sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on �� SCANNED wall, max weight), wall (materials and construction). Dater d UAftI PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customers request fastener to the job. J`V to help relate engineering 0 Shark :Signs .off ISE: FL, µ v �ncr ..... ' ;:Jo:b. # ..71.0120................... .. ::: WALL SIGN: : '' 12` th tat on.vvall:ina ick:... . . value dawn... E0 9 A -c :... ........ 4 6 Mn Fasteners _ /r�tit A I�;� IC:":Be. ; Z .. .;.;.;.:.,. q 4 4 4 1191 Wintl Force ,p Ne,A,ea=4„ 00":":': :'100:': For one sign each type at this location.