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Home My WebLink AboutDESIGN CALCULATIONStom; rary GENERAL NOTES: Seals easyseals.i DESIGN CALCULATIONS FOR BURGER ICING #576 6' ROUND LOGO CABINET 6598 US Hwy 1— Port St Lucie 1. Design is in accordance with the Florida Building Code 6th Edition (2017) for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, capable of supporting the loaded system, subject to building department approval. No warranty, either expressed or implied, is contained herein. 4. System components "shall be.as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & anpllptp fppc mc.dfina from d.A.finn from Chic dpcian SCBMIED St. Lucie CouotY Index: Pg 1 Cover Pg 2 Wind Loads Pg3 Anchor Design Federal Hwy, N200 W Seals .corn Page 1 Bocaoca Raton, Ed ton, FL33432 1 eEdsySeaLs ASCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs CALCULATIONS FORV - ' .L-MOUNTED SIGNS V =; 160 mph Basic wind speed ASO Load Combo Coeff: r- v0.6 Exposure! C Calculations a=9.5 3-sec gust speed power law exponent Kd= 0.85 Directionalityfactor - - ze = 900' - Nominal ht. of atmos.-boundary layer - - - Kzt = E___L0-3A� vjTopographic factor Gcpi = 0 Internal pressure coeff A= 10sq:ft ] Tributary area 160 mph - Exp "C" WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) u x Y qz a U 14 Q U ,n 15 ft 31.2 psf 39.7 psf 0.85 47.3 -1.10 -1.40 20 ft, 33.2 psf 42.2 psf 0.90 50.2 -1.10 -1.40 25 ft 34.8 psf 44.2 psf 0.95 52.7 -1.10 -1.40 30'ft 36.1 psf 46.0;.psf' : 0.98 54.7 -1.10 -1.40 35 ft 37.3 psf 47.5 psf 1.01 56.5 -1.10 -1.40 40 ft 38.4 psf 48.8 psf 1.04 58.1 -1.10 -1.40 45 ft 39.3 psf 50.1 psf 1.07 59.6 -1.10 -1.40 50 ft 40.2 psf 51.2 psf 1.09 60.9 -1.10 -1.40 55 ft 41.0 psf 52.2 psf 1.12 62.2 -1.10 -1.40 60 ft. 41.8 psf 53.2 psf 1.14 63.3 -1.10 -1.40 70 ft 35.3 psf 70.6 psf 1.17 65.4 -0.90 -1.80 .. 80'ft 36.3 psf 72.6 psf 1.21 67.3 -0.90 -1.80 90 ft 37.2 psf 74.5 psf 1.24 69.0 -0.90 -1.80 100 ft 38.1 psf 76.1 psf 1.27 70.5 -0.90 -1.80 110ft-"- 38.8psf 77.7psf 1.29 71.9 -0.90 -1.80 120 ft 39.6 psf 79.1 psf 1.32 73.3 -0.90 -1.80 - 130 ft 40.2psf 80.5 psf 1.34 74.5 -0.90 -1.80 ' 140 ft 40.9 psf 81.7 psf 1.36 75.7 -0.90 -1.80 150 ft 41.5 psf 82.9 psf 1.38 76.8 -0.90 -1.80 '175 ft ` 42.8 psf 85.7 psf 1.42 79.3 --0.90 =1.80 200 ft 44.1 psf 7 88.1 psf 1.46 81.6 -0.90 -1.80 250 ft 46.2 psf 92.3 psf 1.53 85.5 -0.90 -1.80 Page 2 EdsySealsCALCULATIONS FORV 11-MOUNTED SIGNS Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P = f:..' 4fi 0 _ f sf Sign type: (a Cabinet ; _ r Sign size: A=L28[3 ;,sgftJ(entirecabinet) Wall material: Wood' _ Y-mc0x or equiv, thickness to match Min Embed Anchor type/size: 3/8'Leg Screw- € Ref: 2012 NDS Min Embedment: 1.5" Min edge dist: 0.75" Min Spacing: 3" Anchor tensile capacity: Tcap = 504.9 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 1300 lb ... = P•A (entire cabinet) No. of anchors req'd: n = 2.6 total anchors ...= Rt/cap Total anchors required: 3 total anchors balanced over cabinet OK, typical anchor option shown. Limit to min (4) anchors total. Page 3 Easy .C) GENERAL NOTES: S dis easyseals.4 SCq at 4naey,FO . r�U my DESIGN CALCULATIONS FOR BURGER ICING #576 6' ROUND LOGO CABINET 6598 US Hwy 1— Port St Lucie 1. Design is in accordance with the Florida Building Code 6th Edition (2017) for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been -calculated per the requirements of ASCE 7-10 as shown herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, capable of supporting the loaded system, subject to building department approval. No warranty, either expressed or implied, is contained herein. 4. Systemcomponents shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete --- shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & nnollata fcec rawitinv frnm rlavintinn frnm chic riacian Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design !*yam � aLvalid :No: 67382 I �Ac TATEOF :hii4j� '� �85y$Er�4mnirG ,��qE�#:67382 uth#:31124 1200 N Federal Hwy, s200 Boa Raton, FL33432 1 Ea y Seals .com Page 1 EasySeals ASCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V=1,160mph `1iBasicwindspeed Exposure[' wC Calculations a=9.5 3-sec gust speed power law exponent zg = 900' - Nominal ht: of atmos. boundary layer Gcpi = 0 Internal pressure coeff CALCULATIONS FORS , ;LL-MOUNTED SIGNS ASD Load Combo Coeff: Kd= 0.85 Directionalityfactor Kzt =1:0< ,Topographic factor --__. A =i 10 sq ft Tributary area 160 mph - Exp "C" WALL -MOUNTED SIGNS Aso WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) n Y qz a U a U Y 15 ft - 31.2 psf 39.7 psf 0.85 47.3 -1.10 -1.40 _ 20 ft 33.2 psf 42.2 psf 0.90 50.2 -1.10 -1.40 25 ft 34.8 psf 44.2 psf 0.95 52.7 -1.10 -1.40 36 ft 36.1 psf 1 ' 46.0 psf 0.98 54.7 -1.10 -1.40 35 ft 37.3 psf 47.5 psf 1.01 56.5 -1.10 -1.40 40 ft 38.4 psf 48.8 psf 1.04 58.1 1.30 1.40 45 ft 39.3 psf 50.1 psf 1.07 59.6 -1.10 -1.40 50_ ft _ 40.2 psf 51.2 psf 1.09- 60.9 -1.10 -1.40 55 ft ' , 41.0 psf 52.2 psf 1.12 62.2 -1.10 -1.40 60'ft 41.8 psf 53.2 psf 1.14 63.3 -1.10 -1.40 70 ft 35.3 psf 70.6 psf 1.17 65.4 -0.90 -1.80 80 ft 36.3 psf 72.6 psf 1.21 67.3 -0.90 -1.80 90 ft 37.2 psf 74.5 psf 1.24 69.0 -0.90 -1.80 100ft 38.1 psf 76.1 psf 1.27 70.5 -0.90 -1.80 .110,ft_ _ 38.8 psf 77.7 psf _ 1.29 71.9 -0.90 -1.80 120 ft 39.6 psf 79.1 psf 1.32 73.3 0.90 1.80 130 ft 40.2 psf 80.5 psf 1.34 74.5 -0.90 -1.80 140 ft 40.9 psf 81.7 psf 1.36 75.7 -0.90 -1.80 150 ft 41.5 psf 82.9 psf 1.38 76.8 -0.90 -1.80 '175 ft - 42.8 psf 85.7 psf 1.42 79.3 -0.90 4.80 -200 ft 44.1 psf 88.1 psf 1.46 81.6 -0.90 -1.80 250 ft 46.2 osf 92.3 osf 1.53 85.5 -0.90 -1.80 Page 2 0Q) EasySeals CALCULATIONS FOR V `' LL-MOUNTED SIGNS Wall Sign Anchor n Desi 9 9 Structure Dimensions & Loading Design wind pressure: P jpsf Sign type: Cabinet Sign size: A =L 2883 sgft (entire cabinet) Wall material: Wood€CDXorequiv,thickness tomatch Min Embed Anchor type/size: 3/8"wLag Screw vy Ref: 2012 NDS Min Embedment: 1.5" Min edge dist: 0.75" Min Spacing: 3" Anchor tensile capacity: Tcap = 504.9 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 1300 lb ... =P*A (entire cabinet) No. of anchors req'd: n = 2.6 total anchors ... = Rt/cap Total anchors required: 3 total anchors balanced over cabinet OK, typical anchor option shown. Limit to min (4) anchors total. Page 3