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763 Atlantic Blvd SIGN20-0009 sign permitOWNER:ADDRESS:CITY:STATE:ZIP: 412 BOARDWALK P O BOX 33046 ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: TAYLOR SIGN & DESIGN, INC.4162 ST AUGUSTINE RD JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 177653 0000 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 763 ATLANTIC BLVD SIGN WALL SIGN for NATURAL LIFE $3000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $142.50 FREE STANDING SIGN NO ELECTRIC 455-0000-322-1000 0 $0.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 0 $0.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 46.3 $215.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.41 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 9/18/2020 PERMIT NUMBER SIGN20-0009 ISSUED: 9/18/2020 EXPIRES: 3/17/2021 SIGN PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.28 ZONING_SIGN_FEE 001-0000-329-1003 46.3 $180.00 TOTAL: $618.19 2 of 2Issued Date: 9/18/2020 PERMIT NUMBER SIGN20-0009 ISSUED: 9/18/2020 EXPIRES: 3/17/2021 SIGN PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION SIGN20-0009 1DWXUDO/LIH&KDQQHOFKDQQHOOHWWHUVLJQ9 3/($6((1685($//&2/256',0(16,2169(5%,$*(/$<287(7&$5(&255(&7%()25($33529,1*5(1'(5,1*&2/256 32575$<('213522)0$<1270$7&+),1$/352'8&7'8(727+(',))(5(1&(%(7:((1',*,7$/$1'3,*0(17('&2/25621&($57:25.,6$33529('<28:,//%(5(63216,%/()257+(5(0$.(&2676+28/'$1<352%/(06%()281'$)7(5,167$//$7,21 7KLVVLJQPHHWVRUH[FHHGV03+ZLQG]RQH UHTXLUHPHQWVDVSHU)ORULGD%XLOGLQJ&RGH KDWEz͗ KEdd͗ Z^^͗ϳϲϯƚůĂŶƟĐůǀĚ͘ηϮ ƚůĂŶƟĐĞĂĐŚ͕&>ϯϮϮϯϯ EĂƚƵƌĂů>ŝĨĞ yyy dŚŽŵĂƐ^ĐŚƌĞŝŶĞƌ ϵϳϬͲϰϱϳͲϳϰϬϴ ƚŚŽŵĂƐ͘ƐĐŚƌĞŝŶĞƌΛĐŽŵƉďŝnj͘ŶĞƚ W,KE͗ D/>͗ ^>^WZ^KE͗ŚƌŝƐdĂLJůŽƌ sZ^/KEͬZs/^/KE͗sϭ ^/'EZ͗:ŽƐŚƵĂtŚŝƚĂŬĞƌ KE/E'͗ͲͲͲ ^>͗ϭ͟сϭ͛ ^s^͗ d͗ dždždž͘ĐĚƌ &DOFXODWLRQV $OORZHG6LJQDJH)W 3URSRVHG6LJQDJH´[´´[´´[´ )W 5RRI0RXQW&KDQQHO/HWWHUV /(' µ-HZHOLWH7ULP&DS $OXPLQXP5HWXUQV µ$FU\OLF)DFH *URXQG6FUHZ /('0RGXOHV :HHS+ROHV IRUGUDLQDJH /RZYROWDJHZLULQJIURP /('WR3RZHU6XSSO\(OHFWULFDO &RQQHFWLRQ WR3ULPDU\ /('SRZHUVXSSO\ KRXVHGLQZHDWKHU SURRIUDFHZD\ µ%ROWV ;µ3KLOOLSV  $OXPLQXP%DFNLQJ 'LVFRQQHFW6ZLWFK $OXPLQXP6TXDUH7XEH )UDPH µ%ROWV 7ULP&DS6:)RONVWRQH 5HWXUQV6:6KDPURFN /LJKW*UHHQ /LPH7UHH*UHHQ $FU\OLF)DFHV:KLWH 7ULP&DS6:)RONVWRQH 5HWXUQV6:6KDPURFN /LJKW*UHHQ /LPH7UHH*UHHQ $FU\OLF)DFHV:KLWH ´´´´ ´´¶¶´t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7); t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT DPNQPOFOUT BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT EFUBJMT TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$* "*4$ "%. /%4  BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE QBJOUFE PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS 6/0 General Notes:1200 N Federal Hwy, #200Boca Raton, FL 334321-888-371-3113Christian LangleyFlorida PE #67382Cert of Auth #31124ENGINEER’SSIGNATURE Easy Seals easyseals.com ASCE 7-10 WIND LOADS:t4JHO)FJHIUGUNBYt,[U ,E (8BMMDPNQPOFOUTDMBEEJOHt;POF± 23.8 psft;POF± 30.3 psft3JTL$BUFHPSZ4USVDUt"4%-PBE$PFGGt7NQIt&YQPTVSFh$hAUG 27 2020 3/8" TOOGLE BOLTS TO MIN 1/2" PLYWOOD: (2) EACH BRACKET MIN (3) #10 SMS PER LETTER ´[´ )W´ SINIGNGIIN 0202 77´´G´´ s.coalsc eaeaSe EaEaE [[P[[[[OOOOOO[ FFFFFF EEEE SSSSSIONA L E N GGG IIINNNNNNNNNENNNNNNNNNE E22EEEE2EAA 22EAA 2RAUAURAURARAUACHRIS T I AAAAAAAAAAANNNNNNN LLLLLLAAAAAAAAAAANNNNNNNNN GGGGGGGGGGGGG LLLLLLSLLLL E EEESS easeasEEEEES easyESS easy YYysys YYeasysy YYyseLICENSE FFFFLLLLLLOOOOOOOOO RRRRRR II DDDDDDD AAAAAAAAAAAA No. 67382  TA  TETATFWOF) O)TTATA  O))F)WW ))W ALUM SQ TUBE FRAME MIN (6) FRAMES TOTAL TECHNICAL GUIDE – WALL ANCHors ©2018 DEWALT – rEV. ASECTION CONTENTS GENERAL INFORMATION WALL ANCHORS1 General Information.........................1 Installation Guidelines .....................1 Performance Data ............................2 Ordering Information .......................3 TOGGLE BOLT ANCHOR MATERIALS • Carbon steel ANCHOR SIZE RANGE (TYP.) • 1/8" diameter x 2" length to 1/2" diameter x 4" length SUITABLE BASE MATERIALS • Wallboard • Plaster • Hollow Concrete Masonry GENERAL INFORMATION TOGGLE BOLT Hollow Wall Anchor PRODUCT DESCRIPTION The Toggle Bolt is a spring wing type hollow wall anchor designed for use in block, wallboard, plaster, plywood as well as and other hollow base materials. The Toggle Bolt is a two-part assembly consisting of a machine screw and a spring wing toggle. sizes range from 1/8" diameter to 1/2" diameter in various lengths with combo round, lat mushroom, tie-wire or slotted hex head styles. FEATURES AND BENEFITS +Adjustable to accommodate various wall thickness up to 2-1/2" +Easy to use and works in a variety of base materials MATERIAL SPECIFICATIONS Anchor Component Component Material Wing Carbon steel 1/8" - 3/8" Trunion Nut Carbon steel 1/2" Trunion Nut Zamac Alloy Bolt Carbon steel Zinc Plating AsTM B633, sC1, Type III, (Fe/Zn 5) INSTALLATION SPECIFICATIONS Dimensions Anchor Diameter 1/8"3/16" 1/4" 5/16" 3/8" 1/2" Minimum Drill Bit size (in.) Wall Board 3/8 1/2 5/8 7/8 7/8 1-1/4 Hollow CMU 1/2 9/16 3/4 7/8 1 1-1/4 Wing Clearance (in.) 1-1/16 1-3/8 1-1/2 2-1/8 2-1/8 3 Thread size (UNC)6-32 10-24 1/4-20 5/16-18 3/8-16 1/2-13 INSTALLATION GUIDELINES Drill the required hole through the base material. In denser materials such as masonry, drill the hole 1/16" larger. Insert the bolt through the fixture to be fastened, thread on wings, then fold the wings completely back and insert through the hole until wings spring open. Pull back on assembly to hold the wings inside the wall to prevent the wings from spinning while tightening bolt. Turn the bolt with the screwdriver until firmly tightened. TECHNICAL GUIDE – WALL ANCHors ©2018 DEWALT – rEV. APERFORMANCE DATA 2WALL ANCHORSPERFORMANCE DATA Ultimate Load Capacities for Toggle Bolt in Wallboard1 Anchor Diameter in. (mm) 3/8" Wallboard 1/2" Wallboard 5/8" Wallboard 3/4" Wallboard Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) 1/8 (3.2) 115 (0.5) 120 (0.5) 150 (0.7) 135 (0.6) 190 (0.9) 180 (0.8) 220 (1.0) 210 (0.9) 3/16 (4.8) 130 (0.6) 140 (0.6) 185 (0.8) 190 (0.9) 235 (1.1) 235 (1.1) 290 (1.3) 280 (1.3) 1/42 (6.4) 215 (1.0) 210 (0.9) 235 (1.1) 235 (1.1) 265 (1.2) 260 (1.2) 315 (1.4) 300 (1.4) 5/16 (7.9) 240 (1.1) 240 (1.1) 250 (1.1) 280 (1.3) 275 (1.2) 300 (1.4) 320 (1.4) 340 (1.5) 3/8 (9.5) 245 (1.1) 250 (1.1) 255 (1.1) 295 (1.3) 290 (1.3) 315 (1.4) 340 (1.5) 355 (1.6) 1/2 (12.7) 255 (1.1) 275 (1.2) 325 (1.5) 315 (1.4) 390 (1.8) 375 (1.7) 415 (1.9) 400 (1.8) 1. Ultimate load capacities are provided for reference and must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working loads. 2. Data for the 1/4" diameter also applies to the 1/4" Tie-Wire Acoustical Toggle. Allowable Load Capacities for Toggle Bolt in Wallboard1 Anchor Diameter in. (mm) 3/8" Wallboard 1/2" Wallboard 5/8" Wallboard 3/4" Wallboard Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) 1/8 (3.2) 30 (0.1) 30 (0.1) 40 (0.2) 35 (0.2) 50 (0.2) 45 (0.2) 55 (0.2) 55 (0.2) 3/16 (4.8) 35 (0.2) 35 (0.2) 45 (0.2) 50 (0.2) 60 (0.3) 60 (0.3) 75 (0.3) 70 (0.3) 1/42 (6.4) 55 (0.2) 55 (0.2) 60 (0.3) 60 (0.3) 65 (0.3) 65 (0.3) 80 (0.4) 75 (0.3) 5/16 (7.9) 60 (0.3) 60 (0.3) 65 (0.3) 70 (0.3) 70 (0.3) 75 (0.3) 80 (0.4) 85 (0.4) 3/8 (9.5) 60 (0.3) 65 (0.3) 65 (0.3) 75 (0.3) 75 (0.3) 80 (0.4) 85 (0.4) 90 (0.4) 1/2 (12.7) 65 (0.3) 70 (0.3) 80 (0.4) 80 (0.4) 100 (0.5) 95 (0.4) 105 (0.5) 100 (0.5) 1. Allowable load capacities listed are calculated using an applied safety factor of 4.0. 2. Data for the 1/4" diameter also applies to the 1/4" Tie-Wire Acoustical Toggle. Ultimate and Allowable Load Capacities for Toggle Bolt in Hollow Concrete Masonry1,2 Anchor Diameter in. (mm) f´m 1,500 psi (10.4 MPa) Ultimate Load Allowable Load Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) 1/8 (3.2) 195 (0.9) 180 (0.8) 40 (0.2) 35 (0.2) 3/16 (4.8) 250 (1.1) 355 (1.6) 50 (0.2) 70 (0.3) 1/43 (6.4) 350 (1.6) 595 (2.7) 70 (0.3) 120 (0.5) 5/16 (7.9) 430 (1.9) 680 (3.1) 85 (0.4) 135 (0.6) 3/8 (9.5) 710 (3.2) 705 (3.2) 140 (0.6) 140 (0.6) 1/2 (12.7) 1,160 (3.2) 800 (3.6) 230 (0.6) 160 (0.7) 1. Tabulated load values are for anchors installed in minimum 6-inch wide, Grade N, Type II, medium and normal-weight concrete masonry units. 2. Allowable loads are based on average ultimate values using a safety factor of 5.0. 3. Data for the 1/4" diameter also applies to the 1/4" Tie-Wire Acoustical Toggle. TECHNICAL GUIDE – WALL ANCHors ©2018 DEWALT – rEV. AORDERING INFORMATION WALL ANCHORS3 ORDERING INFORMATION Mushroom and Slotted Hex Head Toggle Bolt Catalog Number Anchor Size Drill Diameter Standard Box Standard CartonMHSHH 4023 -1/8" x 2" 3/8" 50 500 4033 4038 1/8" x 3" 3/8" 50 500 4043 –1/8" x 4" 3/8" 50 500 4133 –3/16" x 3" 1/2" 50 500 4143 –3/16" x 4" 1/2" 50 500 4233 –1/4" x 3" 5/8" 50 500 4243 –1/4" x 4" 5/8" 50 500 MH = Mushroom Head sHH = slotted Hex Head Round and Flat Hex Head Toggle Bolt Catalog Number Anchor Size Drill Diameter Standard Box Standard CartonRound Flat 4021 –1/8" x 2" 3/8" 50 500 4031 -1/8" x 3" 3/8" 50 500 4041 –1/8" x 4" 3/8" 50 500 4121 –3/16" x 2" 1/2" 50 500 4131 4132 3/16" x 3" 1/2" 50 500 4141 4142 3/16" x 4" 1/2" 50 500 4151 –3/16" x 5" 1/2" 50 500 4161 –3/16" x 6" 1/2" 50 500 4231 4232 1/4" x 3" 5/8" 50 500 4241 -1/4" x 4" 5/8" 50 500 4251 –1/4" x 5" 5/8" 50 500 4261 –1/4" x 6" 5/8" 50 500 4341 –5/16" x 4" 7/8" 25 250 4431 –3/8" x 3" 7/8" 25 250 4441 –3/8" x 4" 7/8" 25 250 4451 –3/8" x 5" 7/8" 25 125 4461 –3/8" x 6" 7/8" 25 125 4541 –1/2" x 4" 1-1/4" 25 25 Toggle Wings Only Catalog Number Anchor Size Drill. Dia. Std. Box. Std. Carton 4000 1/8"3/8" 100 500 4020 3/16"1/2" 100 1,000 4220 1/4"5/8" 100 1,000 4330 5/16"7/8" 50 500 4430 3/8"7/8" 50 500 4540 1/2"1 1/4" 25 25 Tie Wire Acoustical Toggle Catalog Number Anchor Size Tie Wire Hole Size Drill. Dia. Std. Box. Std. Carton 4247 1/4" x 4" 7/32" 5/8" 100 100 4257 1/4" x 5" 7/32" 5/8" 100 100 DESIGN CALCULATIONS FOR NATURAL LIFE WALL-MOUNTED SIGNS 763 Atlantic Blvd – Atlantic Beach Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design PE # 67382 Easy Seals Cert Auth # 31124 Engineer's signature and seal valid for pages 1 through 3 Aug 27 2020 Christian Langley GENERAL NOTES: 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 & apellate fees resulting from deviation from this design. 1200 N Federal Hwy, #200 Boca Raton, FL 33432 Easy Seals .com Page 1 CALCULATIONS FOR WALL-MOUNTED SIGNS ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V =130 mph Basic wind speed ASD Load Combo Coeff:0.6 Exposure C Calculations α =9.5 3-sec gust speed power law exponent Kd =0.85 Directionality factor zg =900'Nominal ht. of atmos. boundary layer Kzt =1.0 Topographic factor Gcpi =0 Internal pressure coeff A =10 sq ft Tributary area CENTER (Zone 4) CORNER (Zone 5)Kh = Kzqz GCp (4)GCp (5)15 ft 20.6 psf 26.2 psf 0.85 31.2 -1.10 -1.40 20 ft 21.9 psf 27.9 psf 0.90 33.2 -1.10 -1.40 25 ft 22.9 psf 29.2 psf 0.95 34.8 -1.10 -1.40 30 ft 23.8 psf 30.3 psf 0.98 36.1 -1.10 -1.40 35 ft 24.6 psf 31.3 psf 1.01 37.3 -1.10 -1.40 40 ft 25.3 psf 32.2 psf 1.04 38.4 -1.10 -1.40 45 ft 26.0 psf 33.0 psf 1.07 39.3 -1.10 -1.40 50 ft 26.5 psf 33.8 psf 1.09 40.2 -1.10 -1.40 55 ft 27.1 psf 34.5 psf 1.12 41.0 -1.10 -1.40 60 ft 27.6 psf 35.1 psf 1.14 41.8 -1.10 -1.40 70 ft 23.3 psf 46.6 psf 1.17 43.2 -0.90 -1.80 80 ft 24.0 psf 48.0 psf 1.21 44.4 -0.90 -1.80 90 ft 24.6 psf 49.2 psf 1.24 45.5 -0.90 -1.80 100 ft 25.1 psf 50.3 psf 1.27 46.5 -0.90 -1.80 110 ft 25.6 psf 51.3 psf 1.29 47.5 -0.90 -1.80 120 ft 26.1 psf 52.2 psf 1.32 48.4 -0.90 -1.80 130 ft 26.6 psf 53.1 psf 1.34 49.2 -0.90 -1.80 140 ft 27.0 psf 54.0 psf 1.36 50.0 -0.90 -1.80 150 ft 27.4 psf 54.7 psf 1.38 50.7 -0.90 -1.80 175 ft 28.3 psf 56.6 psf 1.42 52.4 -0.90 -1.80 200 ft 29.1 psf 58.2 psf 1.46 53.9 -0.90 -1.80 250 ft 30.5 psf 61.0 psf 1.53 56.4 -0.90 -1.80 130 mph - Exp ''C'' WALL-MOUNTED SIGNS SIGN HEIGHT ASD WIND PRESSURES Page 2 CALCULATIONS FOR WALL-MOUNTED SIGNS Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure:P =30.3 psf Sign type: Sign size:A =46.3 sqft (entire cabinet) Wall material:CDX or equiv, thickness to match Min Embed Anchor type/size: Ref: Min Embedment:0.5" Min edge dist:3"Min Spacing:1.5" Anchor tensile capacity:Tcap =179.4 lb (per anchor) Check Anchors for Pullout Total Reaction:Rt =1405 lb … = P*A (entire cabinet) No. of anchors req'd:n =7.8 total anchors … = Rt/cap Total anchors required:8 total anchors balanced over cabinet OK, use (2) per bracket = (12) anchors total. Ref anchor schedule for other anchor options. Powers Strap-Toggle, catalog Letterset + Logo Wood 3/8" Toggle Bolt (r) Page 3 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $618.19 SIGN20-0009 Address: 763 ATLANTIC BLVD APN: 177653 0000 $618.19 BUILDING $285.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 46 $215.00 BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN REVIEW $142.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $142.50 STATE SURCHARGES $10.69 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.41 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.28 ZONING PLAN REVIEW $180.00 ZONING_SIGN_FEE 001-0000-329-1003 46 $180.00 TOTAL FEES PAID BY RECEIPT: R13317 $618.19 Printed: Friday, September 18, 2020 11:44 AM Date Paid: Friday, September 18, 2020 Paid By: TAYLOR SIGN & DESIGN, INC. Pay Method: CREDIT CARD 363227454 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R13317