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Home My WebLink AboutSIGN PLANSLighted LED channel letters. Green faces, Blackjewellte trimcap; White,sides/returns- —y : I v,,Iid. SFB"4;C 9IC`-3 y c)tD SIDF _-- E R110 --' ZkG. k f TM . :. Nvmmc[icvncumarxssvmxmv�ucmr 2. t•pEIVmP a mamroaee'omrtcaro.�rmxr a mcaxasxmxwece�ano B. WDHPMUMIM Rm r. ,mlaomsem�+annnromm.iou u:w a. rMUD22 rcku = DRWG.# 0001 If approved, please print, sign, date and fax or scan and email back to 352-530-2094 • mail@jayberrysigns.com DATE: 10-IS-18, NOteB: REV. DAIS LDcnoN Approved By: Date: FILE SimpleTax WWw.JayBBrtySlgns.com SALES REP: Jay (352) 805-4050 • FAX (352) 530-2094 DRAWN BY: Jeremy Landlord Approval: Date: maiQayherrysigns.mm SCALE: NTS P.O. Drawer 491620 • Leesburg, FL 34748 PAGE#: (1) of (1) 13 A 10999 i 'r •s-u-�r w*['� ��-_' _ `.-�....��-sue, "e � ;� _..r`�.. ....+ LO q OO 113.25 Lighted LEDMchannel letters, Green faces,lBla� welite— trlmcap; Whlte eider/returns f (352) 805-0050 • FAX (352) 530-2094 j mai1®jaybenys1gns.mm DRWG.N DATE: M. DATE LOCATION: FILE: SALES REP -- DRAWN BY: SCALE: PAGEM r' 0001 If approved, please print, sign, date and fax or scan and email back to 352-530-2M Approved By: Date: Slmple Tm Jay Jeremy NTS Landlord Approval: Date: RKMED DEC 31 Iola permitt1ng Department St. Lucie COUrty 1. NCll4[/iNICIFREP HLSS WM WNSUCaJ1 1 t. 1•PFYJHFPW a m,wmmauem®nra��ia*�f a mcaaaaamaaxvavwam B. a•OFFFN MMPFnYW a raraNeeavawuaamoro� 1. auoPmn w.m.VHlurK6tmW ro�T101C6 W. a fa'Mp[C�:4PF1Yp6GEttlpq v. SW.9'.m PFLIeM LYWlaA .R r- a ¢¢ .7 r. .>,,a, •�^' •v - `T ) r "•s`d^Y'� � f'ar- K +t t .:.,,` �RBr 'r �7KM•,.t. .-r' >,� •;.]'�y •/jtC',J"+7,a� i.-a�..'.n'6• ,_y. �"1�¢�:d �rY+tr :+] �'?,.:.•.,�-- - .e-.... R>,K mum if SCANNED BY 3t. Lucie County SIGN INSTALLER 1• °Y (scl.ft.) (flush, raceway, or pin) (solid area or letters) . 2. -ct fastener for wall structure. - INSTRUCTIONS 3. Evenly space fasteners over whole sign area. tE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign ry 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 nding. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner lop and horn. Raceway sign fasteners spaced evenly in two rows 5 - 7" apart, half on top row, and half on bottom row. Place raceway on centroid line sign or increase fasteners by (offset"+3")/6". Follow fastener manufacturer's instructions and code requirements for instalation. ::2:: w CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign ( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) D Fastener Wall Structure Pull Fastener Installation 6 3/8 or 1/2 ThruBolt Structural Wall 500 318' or 1/2' bolt, nut, washer thm wall; CMU, brick, concrete, 2x4 orunistmt t 11 318 or 1/2 ThruBolt Wood Sheathing 100 3/8' or 112' bolt, nut, and washer thru 1/2' OSB or plywood sheathing 6 3/8" Lag Shield Concrete 200 3/8 - 16 screw in 5/8" hole, lap anchor flush. 11 3/8" Lag Shield CMU 100 3/8 - 16 screw in 5/8" hole, tap anchor flush. 7 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. 24 1/4" Tapcon CMU 43 114" Tapcon, min 1.25" embedment, protect from moisture. 13 #12 Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. 14 #12 Wood Screw 5/8" Sheathing 77 #12.14 wood screw or SMS into 5/8" OSB or plywood sheathin 7 Timber Screw Wood Framing 170 FaslenMaster TimberLOK, 1/4" thread wood screw 1.25" in woi 20 1/4" Toggle Bolt CMU or Densglas 53 Toggle Bolt, Powers spring -wing, in CMU, OSB, or 5/8" DensG 6 1/2"Sleeve Anchor Concrete or CMU 380 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" en 6 1/2"Liberty Toggle Hollow CMU 360 DFS Liberty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. 21 3/8" Stud Glued Solid Wall Mat'I 50 3/8'thd rod stud glued in solid wall mafl, Liquid Nails LN-950, Kill DY-70, or Pin Stud Thru Structural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocki Pin Stud Glued ISolid Wall Mat'I 25 3/16"pin-stud glued in solid wall mat'I, Liquid Nails LN-950 or el IMPORTANT -Adhesives are strong but none have code approval for structural applicatiuns.Sign installer must test glued stud strength. For 3/16" stud pull 50 lb per stud; for 318" stud pull 100 lb per stud. Use tripod, game scale, and hooks. C C\I (A ti (`) L0 g`tA�P u (q 11 1 + 1. JiIWIKCKR:R MMRFACMWw SRANSLe 2. 1' REINNER CaP a Er.4>r rDTWVCYVE2112NA-W1.11YCq C. L\KO Cl MT.:1 ON RiLEI%"DO b. cDEEP F UTAINJV. RETURN b E'xa'NLM4ay 34^vw FAMED TO INM1&Awls FASCIA J, CA' vu%l nAQD WVAvvI C04N +'ro=CY Tclda FAcw e. wvNrcruelRcwsr=.r.vueecnaul C CD r 6th Edition FLORIDA BUILDING CODE (20171 Risk Category II, Normal hazard to human life; III, Substantial hazard to human life; IV, Essential, emergency, critical AID::: Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A, Risk II; or Fig.26.5-16, Risk III&IV Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure Exposure D, Unobstructed area upwind Sign Height Above Ground, ft, H; Sign cannot be higher than top Sign Height of wall or 60'. For multiple signs use worst case. See Sign Area Gross Sign Area, sq.ft., means the overall area surrounding and Table including all sign letters and logos. WIND LOAD CALC: ASCE 7-10, Section 29.4.2, "Solid Attached Signs" C & C wind pressure on solid sign attached flat against wail or parallel to wall, <3' from surface and >T from edge, equals wall wind pressure from ASCE7-10, Section 30.4. See Table Wind Force on Sign; F= Pasd' Net Sign Area -52 psf Wind Pressure; Pasd = Qhasd'Gcp, ASO, C&C, ASCE7-10, Eg30.4-1 37 psf Velocity Pressure; Qhasd=.00256•Kz•Kzt'Kd•Vas&2, ASCE7-10,Eq.30.3-1 132 mph Wind Speed; Vasd=sgrt(VuItA2".6), for allowable stress design 0.98 Veloc Pres Expos Coeff; Kz=2.01'(H/900)A(219.5)ExpC, (700&11.5),T30.3-1 -1.4 External Pressure Coeff; GCp=-1.8, Zone 5, 1ft2 area, ASCE7-10, Fig30.4-1 0.85 Wind Direction Factor, Kd =.85 forattached signs, ASCE7-10, Table26.6-1 0.0 Internal Pressure Coeff; Cpi = 0, sign flat against wall, ASCE7-10,Sec29.4.2 1.0 Topographic Factor, Kzt=l for flat ground, no hill, ridge, or escarpment>15' 5 nsf Sian Weight must be less than 5 Dounds Der sa.f. net area. TME PLUSPZ ALL PnOt?=WORK S PLAN REVIEW AREStUCTTOANYC0WCMjQ S gl2-osr3 RECUIRED AY FIU INSPEMIRS THAT 1MYMNECE&WINORDERTO BLDG. COMPLYMMALLMLIC)��vFCODES. DATE; , I * ELEC 113.25 in DATE: INC kr`; a I OFF 1 iF41IF-I'lit., >_ 12- 4f CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILTIY OF THE CONTRACTOR OF RECORD MARK DISOSWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 FLPE53915 MO 1 GF 12/2012018 'his seal for structural engineering per cope of work (Fasteners only) (See equation) 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 steners are required than shown in table. 3. ake sure sign and wall meets building code, 1n code, and UL. Verify stated wind (speed, k, exp, topo), sign (size, area, location on III, max weight), wall (materials and PASTED IMAGES, DETAILS, DRAWINGS, AND IOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customers request to help relate fastener engineering to the job. r ° . e er•Yenn < 5 •.l 515 bn r one sign each type at this location. SIGN INSTALLER 1. y (sq.ft) (Flush, raceway, or pin) (solid area or letters) INSTRUCTIONS 2. ctfastener for wall structure. 3. Evenly space fasteners over whole sign area. MORE FASTENERS IF THE SIGN NEEDS ITI ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign require more fasteners. Example: T' may need 2 fasteners, "J" - 3, "H" - 4,'•W' - 5; and 1/8" thick plastic may need more fasteners to avoid ing. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and m. Raceway sign fasteners spaced evenly in two rows 5 -7" apart, half on top row, and half on bottom row. Place raceway on cenlroid line In or increase fasteners by (offset"+3•')/6". Follow fastener manufacturers instructions and code requirements for installation. CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign ( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) Fastener Wall Structure Pull or 112 ThruBolt Structural Wall 500 318'or 112" or 1/2 ThruBolt Wood Sheathing 100 3/8" or 112" 'Lag Shield Concrete 200 3/8 - 16 s 'Lag Shield CMU 100 3/8 - 16 s 'Tapcon Concrete 171 1/4"TapE ' Tapcon CMU 43 1/4" Tapr 12 13 1#12 Metal Screw 20ga CFS Frame 83 Ji 13 14 1#12 Wood Screw 5/8" Sheathing 77 ; 6 7 ITimber Screw Wood Framing 170 18 20 1/4" Toggle Bolt CMU or Densglas 53 4 6 1/2"Sleeve Anchor Concrete or CMU 380 4 6 1/2"Liberty Toggle Hollow CMU 360 19 21 318" Stud Glued Solid Wall Mat'[ 50 : Pin Stud Thru Structural Wall 100 Pin Stud Glued Solid Wall Mat'I 25 IMPORTANT -Adhesives are strong but none have code strength. For 3116" stud pull 50 lb per stud; for 318" stud :a C N C6 LID Fastener Installation 2x4 or unistml backer or on, min 1.5" embedment, protect from moisture. on, min 1.25" embedment, protect from moisture. :If -drilling screws 3 threads thru 20ga steel frame. rod screw or SMS into 5/8" OSB or plywood sheathing. ster Timberl-OK, 1/4" thread wood screw 1.25" in wood dt, Powers spring -wing, in CMU, OSB, or 5/8" DensGlass. HLC-H or HIC-HX304SS3/8 Sleeve Anchor, 1.5" embed ty Anchor, 1/2" steel rod, 1/2" retaining rod, thru wall. stud glued in solid wall mall, Liquid Nails LN-950, Hilt! DY-70, or equa stud, nut, and washer thru structural wall or 2x4 blocking ,lud glued in solid wall mat'I, Liquid Nails LN-950 or equal royal for structural applications.Sign installer must 100 lb per stud. Use tripod, game scale, and hooks. "..L!Ex.cHPNNEL LETTEADB RdcEq}Jli 2. 1• RETAINER CAP l EE.aF�DI�:'u'tRVfa111)r h?.v't. EY-�cq 1 TM.SCCMLCt ENT.Ci OR RJtn\AYEEU 5. 4-DEEP l UrAINUM RETURN e E•xa•xvJxuv. xt.^'uurumomra;laE sruu+a rnca }. /4•.t7.VitT IIAPns'4'£Y;.W ICCWR•G m,'Y.YAnIJni6 Exw d hWMEIECIFi W. yNJD[C@txn 9, nuIWAeCCTM4JlYYatiaCx stud connection 07 T— 6th Edition FLORIDA rer zuTa tor., Ar uur-m BUILDING CODE (2017) Risk Category 11, Normal hazard to human life; III, Substantial hazard to human :.... life; IV, Essential, emergency, critical _l.7Q.>: Wind Speed Basic Wind Speed, Ultimate, mph, from ASCE7-10, Fig26.5-1A, :.:....._ Risk II; or Fig.26.5-1 B, Risk III&IV ...'.... C;:::: Exposure Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind 30:: Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. See Sign. Area Gross Sign Area, sq.ft., means the overall area surrounding and Table including all sign letters and logos. C & C wind pressure on solid sign attached Oat against wall or parallel to wall, <Y from surface and >Y from edge, equals wall wind pressure from ASCE7-10, Section 30.4. See Table Wind Force on Sign; F = Pasd' Net Sign Area -52 psf Wind Pressure; Pasd = Ohasd'Gcp, ASD, C&C, ASCE7-10, Eg30.4-1 132 mph Wind Speed; Vasd = 0.98 Veloc Pres Expos C< -1.4 External Pressure CE 1.01 �Topogmpr; hie FactoKzl=1for Flat ground, no hill, ridge, or escarpment>15' T Sian Weight: must be less than 5 pounds persq.O. net area. 113.25 in RFcF`Vzo loFC .? , MARK DISOSWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 386-754-5419 uo 53975 > f.TE r •4Nq. d V `� t• dam• l / • Al.-� t6 y, r. 1e9r6ala� 12/20/2018 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 vcture. 2. Install fasteners per fastener anufacturer instructions in locations required sign manufacturer; this may mean more steners are required than shown in table. 3. ake sure sign and wall meets building code, 1n code, and UL. Verify staled wind (speed, k, exp, topo), sign (size, area, location on )ll, max weight), wall (materials and PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in atcustomer's request to help relate fastener engineering to the job. l� t7,-� Gj1n1 For one sign each type at this location.