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Home My WebLink AboutDESIGN CALCULATIONShasy.>eals .• easyseals.com DESIGN CALCULATIONS FOR FLORIDA COAST EQUIPMENT Sign Type: Main Letters & Logo 6000 Orange Ave — Ft Pierce OLMNED BY -3t. Lucie County will 2 GENERAL NOTES: 0 1. Design is in accordance with the Florida Building Code Sth Edition (2014) LE 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. S. 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 2010 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. AI, indemnifies and saves harmless this engineer for all costs & damages including legal fees & anallata faac racnitina frnm ripviatinn frnm this riacion Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design .mrnu, lgirteELsunsignature 3%d seal valid No. 73 �q•• S ATE OF •��, Easy # 67382 # 31124 Federal Hwy, 11200 Seals .com Page 1 BocaRaton, ton, FL Ear 33432 �1 S) EdsySeQLS r ¢arysezizcvm ASCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 160 mph Basic wind speed Exposure C Calculations a = 9.5 3-sec gust speed power low exponent zg = 900, Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff Low mull - GAN a WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER ]EIGHT (Zone 4) : (Zone 5) 15 ft 31.2 psf 39.7 psf 20 ft 33.2 psf 42.2 psf 25 ft 34.8 psf 44.2 psf 30 ft 36.1 psf 46.0 psf 35 ft 37.3 psf 47.5 psf 40 ft 38.4 psf 48.8 psf 45 ft 39.3 psf 50.1 psf soft 40.2 psf 7 51.2 psf 55 ft 41.0 psf 52.2 psf 60 ft 41.8 psf 53.2 psf 70 ft 35.3 psf 70.6 psf 80 ft 36.3 psf 72.6 psf 90 ft 37.2 psf 74.5 psf 100 ft 38.1 psf 76.1 psf 110 ft 38.8 psf 77.7 psf 120ft 39.6 psf -79.1 psf 130 ft 40.2 psf 80.5 psf 140 ft 40.9 psf 81.7 psf 150 ft 41.5 psf 82.9 psf 175 ft 42.8 psf 85.7 psf 200 ft 44.1 psf 88.1 psf 250 ft 46.2 psf 92.3 psf .CALCULATION FOR WALL -MOUNTED SIGNS ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor Kzt= 1.0 Topographicfactor A = 10 sq ft Tributary area 0.85 47.3 -1.10 -1.40 0.90 50.2 -1.10 -1.40 0.95 52.7 -1.10 -1.40 0.98 54.7 -1.10 -1.40 1.01 56.5 -1.10 -1.40 1.04 58.1 -1.10 -1.40 1.07 59.6 -1.10 -1.40 1.09 60.9 -1.10 -1.40 1.12 62.2 -1.10 -1.40 1.14 63.3 -1.10 -1.40 1.17 65.4 -0.90 -1.80 1.21 67.3 -0.90 -1.80 1.24 69.0 -0.90 -1.80 1.27 70.5 -0.90 -1.80 1.29 71.9 -0.90 -1.80 1.32 73.3 -0.90 -1.80 1.34 74.5 -0.90 -1.80 1.36 75.7 -0.90 -1.80 1.38 76.8 -0.90 -1.80 1.42 79.3 -0.90 -1.80 1.46 81.6 -0.90 -1.80 1.53 85.5 -0.90 -1.80 � ru Page 2 ?� ��SeC,ilS -CALCULATION :ORWALL-MOUNTED SIGNS earysealzmm _ • _ Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P = 46.0 psf Sign type: Channel Letter Sign size: A= 4.4 sgft (per letter, critical) Wall material: Wood CDX or equiv, thickness to match Min Embed Anchor type/size: #14 SMS Ref: APA E830E Fastener Loads for Plywood Min Embedment: 0.5" Min edge dist: 2" Min Spacing: 2" Anchor tensile capacity: Tcap = 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 204 lb ... =P*A (per letter) No. of anchors req'd: n = 1.8 anchors per letter ...= Rt/cap Total anchors required: 2 anchors per letter OK, critical anchor option & logo size shown. min (3) per Itr/logo. Limit to -min (3)-per Itr/logo, min (8) at "EQUIPMENT" capsule. Ref anchor schedule for other anchor options. - I fMA K ",Ixk5� 5 e Page 3 .� Easy easyseals.com DESIGN CALCULATIONS FOR SCANNED BY St. Lucie County FLORIDA COAST EQUIPMENT Sign Type: Yx& Cabinets 6000 Orange Ave — Ft Pierce GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 5th Edition (2014) 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 Index: specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, Pg i cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty, either expressed or implied, is contained herein. Pg 3 Anchor Design 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. �uunrm„ Eng lle \ tq fih4 seal valid �.Ppt�7 e`�}1S 6. Aluminum components in contact with steel or embedded in concrete ;� (�``CC•• •••:�.L? shall be protected as prescribed in the 2010 Aluminum Design Manual, No. 673 Part 1. Steel components in contact with, but not encased in, concrete _ * * t* shall be coated, painted, or otherwise protected against corrosion. .p �• •� <!/� 7. Engineer seal affixed hereto validates structural design as shown only. S TE O • '�0� ,o� r 0 7' (,4-f: Use of this specification by contractor, et. Al, indemnifies and saves Ems# 67382 Chli Ta harmless this engineer for all costs & damages including legal fees & 'y y1-t `.0 Easy Se319�r,,,,.re Auth # 31124 nnollato foac rocrdtinn frnm rloviatinn frnm Chic riocion 1200 N Federal Hwy, #200 Boca Raton, FL33432 Easy Sealts.com Page 1 OEq-SySeals CALCULATION `OR WALL -MOUNTED SIGNS ASCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 160 mph Basic wind speed Exposure C Calculations a= 9.5 3-sec gust speed power law exponent zg = 900' Nominal ht. of otmos. boundary layer Gcpi = 0 Internal pressure coeff 160 mph - Exp "C' WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) 15 ft 31.2 psf 39.7 psf ' 20 ft 33.2 psf 42.2 psf 25 ft 34.8 psf 44.2 psf 30 ft 36.1 psf ; _46.0 psf 35 ft 37.3 psf 47.5 psf 40 ft 38.4 psf 48.8 psf 45 ft 39.3 psf 50.1 psf 50 ft 40.2 psf 51.2 psf 55 ft 41.0 psf 52.2 psf 60 ft 41.8 psf 53.2 psf 70 ft 35.3 psf 70.6 psf 80 ft 36.3 psf 72.6 psf 90 ft 37.2 psf 74.5 psf 100 ft 38.1 psf 76.1 psf 110 ft 38.8 psf 77.7 psf 120 ft 39.6 psf 79.1 psf 130 ft 40.2 psf 80.5 psf 140 ft 40.9 psf 81.7 psf 150 ft 41.5 psf 82.9 psf 175 ft 42.8 psf 85.7 psf 200 ft 44.1 psf 88.1 psf 250 ft 46.2 psf 92.3 psf ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor Kzt = 1.0 Topographic factor A = 10 sq ft Tributary area Y qE a U d' a U "1 Y 0.85 47.3 -1.10 -1.40 0.90 50.2 -1.10 -1.40 0.95 52.7 -1.10 -1.40 0.98 54.7 -1.10 -1.40 1.01 56.5 -1.10 -1.40 1.04 58.1 -1.10 -1.40 1.07 59.6 -1.10 -1.40 1.09 60.9 -1.10 _ -1.40 1.12 62.2 -1.10 -1.40 1.14 63.3 -1.10 -1.40 1.17 65.4 -0.90 -1.80 1.21 67.3 -0.90 -1.80 1.24 69.0 -0.90 -1.80 1.27 70.5 -0.90 -1.80 1.29 71.9 -0.90 -1.80 1.32 73.3 -0.90 -1.80 1.34 74.5 -0.90 -1.80 1.36 75.7 -0.90 -1.80 1.38 76.8 -0.90 -1.80 1.42 79.3 -0.90 -1.80 1.46 81.6 -0.90 -1.80 1.53 85.5 -0.90 -1.80 Page 2 EgssySeals - 4 'Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: Check Anchors for Pullout .CALCULATION OR WALL -MOUNTED SIGNS P = 46.0 psf Cabinet A= 18.0 sgft (entire cabinet) Masonry (ASTM C90, 1,500 psi min) 1/4" Tapcon Ref: ITW Tapcon, NOA 07-1126.10 Min Embedment: 1.25" Min edge dist: 2.5" Min Spacing: 3" Tcap = 195.0 lb (per anchor) Total Reaction: Rt = 827 lb ... = P'A (entire cabinet) No. of anchors req'd: n = 4.2 total anchors ... = Rt/cap Total anchors required: 5 total anchors balanced over cabinet OK, typical anchor option shown. - — - - - — - - - Ref -anchor schedule for other anchor options. "01:101 51-01*01-10121fNiN Page 3 Seals easyseals.com DESIGN CALCULATIONS FOR FLORIDA COAST EQUIPMENT SignType: Yx& Cabinets 6000 Orange Ave — Ft Pierce GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 5th Edition (2014) 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 2010 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 & anonatn fooc roc,dtina from riovivtinn frnm thic Iad.n Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design Engine � T" fift s al valid �i Mo.673 2 • ST TE OF13 Easy # 67382 # 31124 Federal Hwy, N200 Ear Seeps .com Page 1 Bocaoca Raton, tan, FL 33432 1 O'EsSeaLs /SCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 160 mph Basic wind speed Exposure C Calculations a = 9.5 3-sec gust speed power law exponent zg = 900, Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff 160 mph - Exp "C" WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) 15 ft 31.2 psf 39.7 psf 20 ft 33.2 psf 42.2 psf 25 ft 34.8 psf 44.2 psf 30 ft 36.1 psf i 46.0 psf 35 ft 37.3 psf 47.5 psf 40 ft 38.4 psf 48.8 psf 45 ft 39.3 psf 50.1 psf 50 ft 40.2 psf 51.2 psf 55 ft 41.0 psf _ ; 52.2 psf 60 ft 41.8 psf 53.2 psf 70 ft 35.3 psf 70.6 psf 80 ft 36.3 psf 72.6 psf 90 ft 37.2 psf 74.5 psf 100 ft 38.1 psf 76.1 psf 110 ft 38.8 psf 77.7 psf 120 ft 39.6 psf 79.1 psf 130 ft 40.2 psf 80.5 psf 140 ft 40.9 psf 81.7 psf 150 ft 41.5 psf 82.9 psf 175 ft 42.8 psf 85.7 psf - 200-ft 44.1 psf 7 88.1 psf 250 ft 46.2 psf 92.3 psf CALCULATION. OR WALL -MOUNTED SIGNS CONTRACTOR OR COP ASO Load Combo Coeff: 0.6 Kd= 0.85 Directionalityfactor Kzt = 1.0 Topographic factor A = 10 sq ft Tributary area Y Y qi � � V 0.85 47.3 -1.10 -1.40 0.90 50.2 -1.10 -1.40 0.95 52.7 -1.10 -1.40 0.98 54.7 -1.10 -1.40 1.01 56.5 -1.10 -1.40 1.04 58.1 -1.10 -1.40 1.07 59.6 -1.10 -1.40 1.09 60.9 -1.10 -1.40 1.12 62.2 -1.10 -1.40 1.14 63.3 -1.10 -1.40 1.17 65.4 -0.90 -1.80 1.21 67.3 -0.90 -1.80 1.24 69.0 -0.90 -1.80 1.27 70.5 -0.90 -1.80 1.29 71.9 -0.90 -1.80 1.32 73.3 -0.90 -1.80 1.34 74.5 -0.90 -1.80 1.36 75.7 -0.90 -1.80 1.38 76.8 -0.90 -1.80 1.42 79.3 -0.90 -1.80 1.46 81.6 -0.90 -1.80 1.53 85.5 -0.90 -1.80 Page 2 EasySealts Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: CALCULATION', 'OR WALL -MOUNTED SIGNS CONTRACTOR COPY' P = 46.0 psf Cabinet A= 18.0 sgft (entire cabinet) Masonry (ASTM C90, 1,500 psi min) 1/4" Tapcon Ref: ITW Tapcon, NOA 07-1126.10 Min Embedment: 1.25" Min edge dist: 2.5" Min Spacing: 3" Anchor tensile capacity: Tcap = 195.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 827 lb ... =P*A (entire cabinet) No. of anchors req'd: n = 4.2 total anchors ... = Rt/cap Total anchors required: 5 total anchors balanced over cabinet OK, typical anchor option shown. Ref anchor schedule for other anchor options. Page 3 Seals �0000.ra easyseals.com C(N_ RN' C 9 4ARY��iT' P DESIGN CALCULATIONS FOR FLORIDA COAST EQUIPMENT Sian Type: Main Letters & Logo 6000 Orange Ave — Ft Pierce GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 5th Edition (2014) 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 Index: specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty, either expressed or implied, is contained herein. Pg 3 Anchor Design 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. `tquu1rrryr 5. Where site conditions deviate from those noted herein, revisions maybe Engi 'EA ` , `alrtj.seal valid '. required or a separate site -specific engineering evaluation performed. utrro . r r F '•, 6. Aluminum components in contact with steel or embedded in concrete (�.� •�,G shall be protected as prescribed in the 2010 Aluminum Design Manual, No. 67 8 Part 1. Steel components in contact with, but not encased in, concrete 1 shall be coated, painted, or otherwise protected against corrosion. .01• , ST TE OF • •�<4; 7. Engineer seal affixed hereto validates structural design as shown only. �'.�01;.• AllM 1 c1 Use of this specification by contractor, et. Al, indemnifies and saves Chrf a R£�# 67382 harmless this engineer for all costs & damages including legal fees & Easy Sea19��r�rrrGCia th # 31124 anpnatp fppc rnadtino frnm ripvintinn from this rlpOan r,. Boca Raton, 3432Hwy, g200 Ean Seals.com Page 1 Boca Raton, FL33432 1 �FasySeals ASCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 160 mph Basic wind speed Exposure C Calculations a= 9.5 3-sec gust speed power law exponent Zg = 900' Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff CALCULATION,'OR WALL -MOUNTED SIGNS ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionalityfactor Kzt= 1.0 Topographicfactor A = 10 sq ft Tributary area 160 mph - Exp "C" WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER IEIGHT (Zone 4) (Zone 5) Y Y q= UU' _ U '^ 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 4.1.0 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 -1.80 110 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.S 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 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 1�p�ySeals resysralscom Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: Check Anchors for Pullout CALCULATION, ORWALL-MOUNTED SIGNS P = 46.0 psf Channel Letter A = 4.4 sqft (per letter, critical) Wood CDX or equiv, thickness to match Min Embed #14 SMS Ref: APA E830E Fastener Loads for Plywood Min Embedment: 0.5" Min edge dist: 2" Min Spacing: 2" Tcap= 112.0 lb (peranchor) Total Reaction: Rt = 204 lb ... = P•A (per letter) No. of anchors req'd: n = 1.8 anchors per letter ... = Rt/cap Total anchors required: 2 anchors per letter OK, critical anchor option & logo size shown. min (3) per Itr/logo. Limit to min (3) per Itr/logo, min (8) at "EQUIPMENT" capsule. Ref anchor schedule for other anchor options. Page 3