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HomeMy WebLinkAboutDESIGN CALCULATIONS. ,. EasySea s - r earyseals.com SCANNED BY St. Lucie County DESIGN CALCULATIONS FOR ABBEY ROSE ANTIQUES WALL -MOUNTED SIGNS GENERAL NOTES: 1. Design is in accordance with the Florida Building Code Sth 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) must be capable of supporting the loaded system as verified by building department or architect / engineer of record. 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. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees resulting from deviation from this design. Index: Pg 1 Cover Pg2 Wind Loads Pg 3 Anchor Design, EngiVe�j � � � Btujq ' atur ah seal valid No.67398 -_ ,P # 67382 # 31124 Bon Easy e 1 N Federal Hwy, p200 ESeals.com Pa Borg Paton; FL 33432 1 g Ln z u 0 W H z 0 J J O U. M z /0 J u J E u V Pu TJ V 4 M •co 1 N, q 2 ® N W W g! U I! +o• H- K u a E u 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 . . v. . . . . v. . . oo ao ao ao ao eo 0o m. m o0 0o m 1- ' ti �i 1 � 17 ti N ti ri N 1i 1�1 .I 1i r 'i . ri i ri 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 ri ;+ 4 ri -.4 ti 'i .4 o o .q o d 6 g 0 o 0 0 0 a, n a, e6 m in m m N w m m m to N n. r n I y 0 umi w umi e e o6 on n n n n n a' i m m 'co m mm m rn .-i o 6 m m m 0 0 0 0 N .4 rN N N N M m M M V m = 4N 0 0 0 .ti -4 .i .-i .-i .-4 ri .-i .-i .-4 ,-i ,--i ci r r-i i rl ri = W ll1 V1 N N N N N N N N N N N N N N Z y 6 6 0. 6 0. 0. 6 6 0. 6 6 d 6 0. 6 N a N G N O. N G C N _ c m to m o; to .+ In m m o n o .+ o n m q m m io n In n u Z E O N .1� a Of s eJ In m of g tp 14 W C 01 4 g IG 1� OI G 14 T 10 Of a _ m u ... In m m N to n m a� m m mm m m m m N mo ....... ......................._.._........................._......_..............._........ W W W O N �' �' �' t y� N N N N N ' _Z 3 c a a a M a a a a a M a M M M c. a N M a a a a a M Z U N m m m a a C Q V et a m V R a a V R N V v Q a E i n Q H 0 0 0 0 O O O Ilf O V1 O O 0 O m O O O(� O Y1 0 0 N= rl N N N M m m V' d' N .Yf wn m. m N �O-I �N-le'ni eni N N . m a Z. = EasySeals Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: CALCULATIONS FOR WALL -MOUNTED SIGNS P = 51.9 psf Raceway h = 24 inches (height) 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" Tcap = 112.0 lb (per anchor) Check Anchors for Pullout . . Total Reaction: Rt = 78 Ib/ft ... = P•h (along raceway) Anchor spacing req'd s = 34.5 in O.C. ... = (2•Tcap)/Rt Pairs of anchors at 35 inches on center (max) 2.9 feet on center OK, critical anchor option shown. Ref anchor schedule for other anchor options. Page 3 Ea Yo5eals easyseals.com DESIGN CALCULATIONS FOR CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSI810 OF THE CON' OTOROFRECORO ABBEY ROSE ANTIQUES WALL -MOUNTED SIGNS 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) must be capable of supporting the loaded system as verified by building department or architect / engineer of record. 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 & apellate fees resulting from deviation from this design. 1200 N Federal Hwy, #200 Bow Raton, FL33432 Easy Seals .com THESE PLANS AND ALL PROPOSSO Won( AREbU5JEC TO ANY CORR}xT1ONS REQUIRED BY FIELD INSPECTORS TOM ►SAY BE NECESSAW1% ORDER TO CI*,wpv Ya5111i AIJIL APPLICABLE C0 5ES. Index: Pg 1 Cover Pg2 Wind Loads Pg 3 Anchor Design Engines seal valid No. 673 r Easy Seals, G Auth # 31124 Page 1 tn z u LY H z CO L J J O LL N z /O J D u J u �N1 'L/ m O J 41 �. N Q �0) LDI ®A z Q LU E J i' ,Upp u � b u N b � O O a 'o j :o C5 o x N rl 0I u II II O N Y Y II Q o. a E u N J a a X a, a 3 � o b O 4 Q � v 0 U ZI �a e h s o. m m 2 c Y a o. E E O U " c 1l m m N C II d > ,� 0 2tkO N 3 II II ,7 C ^4°a II l7 x u 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O q q a V v �t v v v v ao ro m m ro ao oo. ro m ro m ao �-1 �1 ei '1 N ci rl ri r1 'i rv-I ei rl N r1 r4 c-I e4 �-1 f 1 �+. 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c4 � '+ •+ 4 4 4 •+ .4 6 m m rn rn m m rn m rn rn rn .4 fi ,: '+ .4 � .�. �: ri �0 o cf o o ci o 0 0 0 0 a n a, co 0o io m m N Li oo m co 'IR N I . a n I .-I � umi u1Di vmi m m m a n n n n n w ro ono m ro m m m <N .n o in oo rl v n m N v n .-+ v n rn ry a m N In m 00 rn O� O� O O O O ti rl N N N N N m m m m v V N Wl:l N N 1 41 N N N N N N N N N N VI N N N N a w a s o. a a a a a ao. a s IL a s aa o. C Mo. o. N N C CO Vi m 01 b rl N, W m o r� O .-1 O 1� m w m w N m N {.i z N O o a R n O1 O A to m ul LA 0D 'm r� a0 G C I N p g N m O tV M 1D CI O oy N m m w P 00 00 00 00 00 m m m m m Wo....... .. -R W W Z W y...............y...y_.__Y_.--_Y.......y......�........__...._..Y..._�_y.______Y_._._..._....__V.._.__�.... a 3 F a a M a M a a a a M a a o. a a a o. a a a a a a W CO N a N 00 e9 m O O m N m 0 a O W n a �-I m O n eel 2 Li vmvaa a av � a uNi E J x x x x x x x x x r x x x r x x l7 (7 of o It: of o In o In o of o 0 0 0 0 0 0 0 o v ul x o x 0 H= rl N N M M a C N Vf t0 n 00 m 0 �-I N N m M v of I� O of ei •i e-I ei �-I �-1 N N 7. m a dsSeals J avysmhmm !Nall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: CALCULATIONS FOR WALL -MOUNTED SIGNS P = 51.9 psf Raceway h = 24 inches (height) 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" Tcap= 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 78 Ib/ft ...=P'h (alongraceway) Anchor spacingreq'd s= 34.5 in O.C. ... =(2'Tcap)/Rt Pairs of anchors at 35 inches on center (max), 2.9 feet on center OK, critical anchor option shown. Ref anchor schedule for other anchor options. Page 3 �% tm �eNas ✓ is = r�r easyseals.com DESIGN CALCULATIONS FOR ABBEY ROSE ANTIQUES WALL-MQMMED SIGNS 10981 S US 1—Port St rcie GENERAL NOTES: 1. Design is in accordance with the Florida Building Code Sth 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 Index: structure (if any) must be capable of supporting the loaded system as Pg i Cover verified by building department or architect / engineer of record. No Pg 2 Wind Loads 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. S. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. E;�e�% A/I F 6. Aluminum components in contact with steel or embedded in concrete shall v be protected as prescribed in the 2010 Aluminum Design Manual, Part 1. No. 6738 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 TE OF �:��®�, SAep 0 of this specification by contractor, et. Al. indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees , Chrf resulting from deviation from this design. Easy Se+A14+rrrir.� �Ai valid im # 67382 # 31124 1200 N Federal Hwy, #200 C ,` Bow Raton, FL33432 Lacy Seals.com Page 1 Eas Sea(S CALCULATION! 3R WALL -MOUNTED SIGNS ® auks ' /SCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 170 mph Basic wind speed Exposure C Calculations o.= 9.5 3-sec gust speed power law exponent ze = 900, Nominal ht. of atmos. boundary layer Gcpi= 0 Internal pressure coeff ASD Load Combo Coeff: 0.6 Kd= 0.85 Directionalityfactor Kzt= 1.0 Topographicfactor A = 10 sq ft Tributary area 170 mph - Exp "Cl, WALL -MOUNTED SIGNS ASO WIND PRESSURES SIGN CENTER : CORNER EIGHT (Zone 4) (Zone 5) x Y q, U a U v 15 ft 35.2 psf 44.8 psf 0.85 53.4 -1.10 -1.40 20 ft 37.4 psf : 47.6 psf 0.90 56.7 -1.10 -1.40 25 ft 39.2 psf 49.9 psf 0.95 59.4 -1.10 -1.40 30 ft 40.8 psf ; 51.9 psf 0.98 61.8 -1.10 -1.40 35 ft 42.1 psf 53.6 psf 1.01 63.8 -1.10 -1.40 40 ft 43.3 psf : 55.1 psf 1.04 65.6 -1.10 -1.40 45 ft 44.4 psf 56.5 psf 1.07 67.3 -1.10 -1.40 50 ft 45.4 psf 57.8 psf 1.09 68.8 -1.10 -1.40 55 ft 46.3 psf 58.9 psf 1.12 70.2 -1.10 -1.40 60 ft 47.2 psf 60.0 psf 1.14 71.5 -1.10 -1.40 70 ft 39.9 psf : 79.7 psf 1.17 73.8 -0.90 -1.80 80 ft 41.0 psf 82.0 psf 1.21 75.9 -0.90 -1.80 90 ft 42.0 psf 84.1 psf 1.24 77.8 -0.90 -1.80 100 ft 43.0 psf 86.0 psf 1.27 79.6 -0.90 -1.80 110 ft 43.8 psf 87.7 psf 1.29 81.2 -0.90 -1.80 120 ft 44.7 psf 89.3 psf 1.32 82.7 -0.90 -1.80 130 ft 45.4 psf 90.8 psf 1.34 84.1 -0.90 -1.80 140 ft 46.1 psf 92.3 psf 1.36 85.4 -0.90 -1.80 150 ft 46.8 psf 93.6 psf 1.38 86.7 -0.90 -1.80 175.ft 48.4 psf 96.7 psf 1.42 89.5 -0.90 -1.80 200 ft 49.7 psf 99.5 psf 1.46 92.1 -0.90 -1.80 250 ft 52.1 psf 104.2 psf 1.53 96.5 -0.90 -1.80 Page 2 �wssySeals easysailsmm ' Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: CALCULATION' OR WALL -MOUNTED SIGNS P = 51.9 psf Raceway h = 18.0 inches (height) 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" Anchor tensile capacity: Tcap = 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 78 Ib/ft ...=P"h (along raceway) Anchor spacing req'd s = 34.5 in O.C. ... = (2•rcap)/Rt Pairs of anchors at 35 inches on center (max) 2.9 feet on center OK, critical anchor option shown. Ref anchor schedule for other anchor options. Page 3 easyseals.com DESIGN CALCULATIONS FOR ABBEY ROSE ANTIQUES WALL=-99UNIED SIGNS Q 0981 S US 1— Port St Lucie GENERAL NOTES: 1. Design is in accordance with the Florida Building Code Sth 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) must be capable of supporting the loaded system as verified by building department or architect / engineer of record. 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 2010Aluminum 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 & apellate fees resulting from deviation from this design. Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design EngiQe • 99tsus,�r��nuBBn.r. hA �i� a r© No.6738arj � Easy F3 valid A 67382 # 31124 Federal Hwy, N200 Ear Seialts .com Page 1 Bocaoca Raton, ton, FL 33432 7 Eas$�//l/SeaL) CALCULATION,. OR WALL -MOUNTED SIGNS Easy elzs ASCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 170 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 170 mph - Exp "C" WALL -MOUNTED SIGNS ASO WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) 15 ft 35.2 psf 44.8 psf 20 ft 37.4 psf 47.6 psf 25 ft 39.2 psf 49.9 psf 30 ft 40.8 psf 51.9 psf 35 ft 42.1 psf 53.6 psf 40 ft 43.3 psf 55.1 psf 45 ft 44.4 psf 56.5 psf soft 45.4 psf 57.8 psf 55 ft 46.3 psf 58.9 psf 60 ft 47.2 psf 60.0 psf 70 ft 39.9 psf 79.7 psf 80 ft 41.0 psf 82.0 psf 90 ft 42.0 psf 84.1 psf 100 ft 43.0 psf 86.0 psf 110 ft 43.8 psf 87.7 psf 120 ft 44.7 psf 89.3 psf 130 ft 45.4 psf 90.8 psf 140 ft 46.1 psf 92.3 psf 150 ft 46.8 psf 93.6 psf 175 ft 48.4 psf 96.7 psf 200 ft 49.7 psf 99.5 psf 250 ft 52.1 psf 104.2 psf ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor KA = 1.0 Topographic factor A = 30 sq ft Tributary area n Y Y qz a U a a U 17 0.85 53.4 -1.10 -1.40 0.90 56.7 -1.10 -1.40 0.95 59.4 -1.10 -1.40 0.98 61.8 -1.10 -1.40 1.01 63.8 -1.10 -1.40 1.04 65.6 -1.10 -1.40 1.07 67.3 -1.10 -1.40 1.09 68.8 -1.10 -1.40 1.12 70.2 -1.10 -1.40 1.14 71.5 -1.10 -1.40 1.17 73.8 -0.90 -1.80 1.21 75.9 -0.90 -1.80 1.24 77.8 -0.90 -1.80 1.27 79.6 -0.90 -1.80 1.29 81.2 -0.90 -1.80 1.32 82.7 -0.90 -1.80 1.34 84.1 -0.90 -1.80 1.36 85.4 -0.90 -1.80 1.38 86.7 -0.90 -1.80 1.42 89.5 -0.90 -1.80 1.46 92.1 -0.90 -1.80 1.53 96.5 -0.90 -1.80 Page 2 asyselcals ' Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: CALCULATION .DR WALL -MOUNTED SIGNS P = 51.9 psf Raceway h = 18.0 inches (height) 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" Tcap= 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 78 Ib/ft ... =P*h (along raceway) Anchor spacing req'd s = 34.5 in O.C. ... = (z*Tcap)/Rt Pairs of anchors at 35 inches on center (max) 2.9 feet on center OK, critical anchor option shown. Ref anchor schedule for other anchor options. Page 3