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Home My WebLink About23-6389Z', 911 T , IIII i M 0 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGC-006389-2023 Issue D. 06/22/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. 1,11MRIIIIIII 10111RITY11111, 111 11 11 � 11 . Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE FIE IT OFFICE .NERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department r Date Received Phone Contact for Permitting "2 ;L e-1 Owner's Name I Iffor r,;, 1, hex 7 7±=� .h AA he, �A�.j Owner Phone Number Owner's Address 100 .5,C04-1 4-11e, Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7 LOT # SUBDIVISION PARCEL ID#E3:r (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--] INSTALL ADD/ALT SIGN EK DEMOLISH REPAIR PROPOSED USE SFR Comm OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL ss DESCRIPTION OF WORK /1 BUILDING SIZE E E, 4: d � � SCE FOOTAGE HEIGHT -T� 4ciE IV �k �E �E-4L �Clu C c-"E-WI�E,k i-kx--t JE -t,k t,lux t iE W iu om,E-qc-t w- W- W- W---c -uc-X: k C k- W- C [�BUILDING VALUATION OF TOTAL CONSTRUCTION,f'� [�j!]ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS I I AMP SERVICE PROGRESS ENERGY = W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES BUILDER COMPANY A-- SIGNATURE REGISTERED N _j —FEE CURREN Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED ( /N 11�EE CURRENY_LN Address License # PLUMBER COMPANY SIGNATURE REGISTERED FEE CURREN Address License MECHANICAL COMPANY SIGNATURE REGISTERED LYIN FEE CURREN Ljj Address License OTHER COMPANY SIGNATURE REGISTERED Y l N FEE CURREN Address License PI=-QInPKITIAI Att—h /?\ Qlf Pin— 191 —tc of Pin— /1 t —f of F-- f7--- P-r)-NA/ f— 813-780-0020 City OfZephvrhi|lsPermit Application Fa» 13-780-0« 1 Building Department NOTICE OpDEED RESTRICTIONS: Theundomignedunderstandothatmis permit may be subject to "deed" restrictions" which may be more restrictive than County latiThe undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised tocontact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions ofthe "contractor Block" ofthis application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled tnpermitting privileges inPasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, aomay ue due, will beidentified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must u,paid prior mreceiving o"certificate ofoccupancy" orfina|pove,ro|oasm.|ftxe project does not involve ncertificate u[occupancy urfinal power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must b*paid prior tnpermit issuance inaccordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promiseingoodosimtodoUwy,nmmo''owne/'p,iortovommonoom*nt. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application ishereby made toobtain apermit uxuowork and installation as indicated. | certify that no work or installation has commenced prior to issuance of ponnu and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions must take ,oun|ncompliance. Such agencies include but are not limited to: ' Department ofEnvironmental Protection -Cypress Bayheade, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management Dintriot'VVe||a, Cypress Boyheodn, Wetland An*as, Altering Watercourses. ' Army Corps of Engineers -Seawalls, Oookn. Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-VVe||o, Wastewater Treatment, Septic Tanks. - USEnvironmental Protection Agency -Asbestos abatement. - Fodera|AviationAuthority-Runvvuya. | understand that the following restrictions apply tuthe use nrfill: - Use offill ionot allowed inFlood Zone ^VW" unless expressly permitted. - If the fill material is to be used in Flood Zone ''A"^ it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by professional engineer licensed by the State of Florida. ' If the f||| material is to be used in Flood Zone ^A" in connection with o permitted building using stem vva|| construction, | certify that fill will beused only tofill the area within the stem wall. - If fill material is to be used in any area, | certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely offeoi adjacent prupertiee, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application, A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes, Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. OWNER R AGENT CON WKo is re er own o me or has/ ve produced uL/ c�7�^7� nmm/smonmo [//` �m�v`"� ' cnmm Elm R A N D i N, C,, 141 E W 0 11",JUD 1.077 West Blue Heron Blvd. West Palm Beach, FL 33404 800372,7932 wwwatlasbtwxonn This letter is required in order for Atlas to apply for permit(s) to install signs at your location. It must be signed by an authorized officer (or owner) of your company and must be notarized. UMMM Jennifer Carr, VP of JPMorgan Chase Bank, NA,_Property Owner or agent of: ____ZNk3ALRl2VP__ZEE_H_Y R ±ULLa—EL— Address pick-up permits and erect signage at the above address on our behalf. Jennifer Carr, VP of JPMorgan Chase Bank, NA \ XI roperty,Owne�.,or Agent (Please type or print) A , � t % lSijnatur of Property Owner or Agent Date 1111 Polaris Parkway, Columbus, OH 43240 Mailing Address Telephone Number 7 r r This instrument was acknowledged before me thisr� Day of CC', 2020, Notary Public (Signature) 015Y-Y - NO 11-A kl_� I q_� t -Z Notary Public Printed Name) 0 Personally Known-0 Produced Identification Direct Mount Illuminated Channel Letters- Sign C Sq Ft - 36.85 Scale: 1/2" = 1'-0" 14'-0 Y2" REVIEW DATE, gJ CITY OF ZEPHYRHILLS)� BUILDING OFFICIAL"' V'n` MEM= M Formed Blu, 7 W' 3 7A"— ' -1 4"� End View OCTOGON FASTENER SCHEDULE - FLUSH MOUNT CHANNEL LETTERS 3 Places Each Letter, 4 Places Each Logo (Minimum) *** All Fasteners Shall Be Spaced Evenly *** Wall Material AnchorType CONCRETE (3KSI) or HOLLOW MASONRY 1/4" TAPCONS OR EQUIVALENT WITH MIN 1.25" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD (NO ACCESS BEHIND) 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL EMBEDMENT METAL STUDS OR METAL PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUMINUM HOLLOW WALL (BLOCKING BEHIND) 1/4" THRUBOLTS 1/4" X 5- LAGS 040 ALUMINUM .040 T RETURNS ETURNS--L] WALL 1110 " TRIM CAP---, LED LIGHT PODS 40d POWER SUPPLY 3/16"- ACRYLIC FACE FASTENER SCHEDULE WEEP HOLES _�7r _DISCONNECT SWITCH ulxlelwllrers L Lab..w. �t LWM ELECTRIC SIG CONNECTS TO EXISTING POWER C—L— TO Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609and 3107, V(ult) = 140 mph, Exposure category= C, Risk category =11 John J.Orlando PE LLC- 165 Old Ridge Road -Macon, GA 31211 -478731 5394-jjorlando@cox.net - Florida registration #0044089 job 6023ASA sheet 1 of 2 1635 N. Dale Mabry Hwy. Lutz, FL 33548 Office: (813) 948-2220 Fax: (813) 948-2403 Manager@AppleSignAndAwning.com CUSTOMER: Chase Bank LOCATION: 7800 Gall Blvd. 'T In Job name Chase (sign u) Job# 6023ASA Sign company: Apple Sign And Awning Installation location: 78W f3alt Slvd. Zophyribills, FL 33541 Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters and logo Occupancy Category: 11 Wind velocity (3 sec gust), FBC 2020, section 1609.3: 140 mph Wind pressure (qz) 50.2 psf Net Pressure Coeficient (Onet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets -1,09 Wind Pressure -54.7 PSI Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached 2,63 it maximum width of structure to be attached Z63 rt effective projected area factor 1,00 projected area of each component to be attached 6.9 tt'2 wind load -377 IDS allowable tension load per fastener to 150 lbs even number of fasteners minimum of 2 = -4 number of fasteners practically required due to structure shape 4 weight of structure is approximately 10 IIDS allowable shear load per fastener to 100 los average shear load per fastener = 26 lea Mounting surface construction is: Use methods Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member. safe working tension load = 160 pounds safe working shear load = 200 pounds bW lt%vmMderosq_iiet/stev�Llreaources/2.nMgies/bol!LtiLfiiI Method 2 - Lag bolts into framing members, -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds rucfion /.2QP1ans1Tdb1es IA20f2efere 1/620W awall/QQStrenathl Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) allowable pull out load = 125 lbs allowable shear out load = 100 lbs MWL0290 NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled cmu allowable tension load = 150 lbs allowable shear load = 380 lbs NOTE:. Design assumes that fasteners are installed according to manufacturers instructions, using correct size drill. Mps —1/wwwalk Method 5 - 1/4" Tapcon depth of embedment in hollow concrete bock = 1 114" allowable tension strength = 250 lbs allowable shear strength = 620 lbs b!Wa1bMMLtWreohqad con1pRqg1_s/01frY1 Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0.090" aluminum T tw_& 2L—' t - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood - allowable tension load = 150 pounds References: ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478) 731-5394 jjoriando@cox.net OR4 to." 14 eo, 0 004408 9 rw- - "Willi %1"' 0 Sq Ft - 36.85 101-0%11 mmw�� mam= Frontage: 62' 14'-0 Y2" 4" 2'-7 Y2" .7S" Aluminum Return .125" Translucent _Y4" blue acrylic returns End View LETTER All Formed Blw 733'" 3 3m"- End View OCTOGON FASTENER SCHEDULE - FLUSH MOUNT CHANNEL LETTERS 3 Places Each Letter, 4 Places Each Logo (Minimum) *** All Fasteners Shall Be Spaced Evenly *** Wall Material Anchor Type CONCRETE (3KSI) or HOLLOW MASONRY 1/4" TAPCONS OR EQUIVALENT WITH MIN 1.25" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD (NO ACCESS BEHIND) 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL EMBEDMENT METAL STUDS OR METAL PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUMINUM HOLLOW WALL (BLOCKING BEHIND) 1/4" THRUBOLTS [1/4" X 5" LAGS P1,1117-1114191EW mil iMlll 3116"--- ACRYLIC FACE Z*T,TfAill�51 0500090190a nmln�� I --DISCONNECT SWITCH Underwriters NO im L ELECT ft1c SIGN CONNECTS TO EXISTING POWER —1-I T. U1 - Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category = C, Risk category = 11 John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394 -jjorlando@cox,net - Florida registration # 0044089 job 5923ASA sheet 1 of 2 Est. Electrical Load 3.20 Amps @ 120 Volts Electrical Reg'mts (1) 20 Amp/120 Volt Circuits 1635 N. Dale Mabry Hwy. Lutz, FL 33548 Office: (813) 948-2220 Fax: (813) 948-2403 Manager@App[eSignAndAwning.com DATE: 05/12/2023 CfST0i Chase Bank LOCATION: 7800 Gall Blvd. Job name Chase (sign 8) Job# 5923ASA Sign company: Apple Sign and Awning Installation location: 7800 Gall Blvd, Zephyrhills, FL 33541 Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters and logo Occupancy Category: 11 Wind velocity (3 sec gust), FBC 2020, section 1609.3 140 mph Wind pressure (qz) 50,2 psf Net Pressure Coeficient (Cnet) from Figure 307-2 Components and cladding not in areas of discontinuity - walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached 2.63 tt maximum width of structure to be attached 2,63 Tt effective projected area factor too projected area of each component to be attached 6.9 tt"2 wind load -377 10s allowable tension load per fastener to 160 los even number of fasteners minimum of 2 = A number of fasteners practically required due to structure shape 4 weight of structure is approximately forIDS allowable shear load per fastener to 100 IDS average shear load per fastener = 2,6 ibs Mounting surface construction is Use methods: Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member. safe working tension load = 160 pounds safe working shear load = 200 pounds qiqp_L/VWdLrosq_Lot/st elresqurces/,gnaLables/bolts ht?nl _ _qv_ Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds b Ut_ffiYNm sie gg eftles,%AlandsoM/Const uqborf/.2QEl a§.te er�L/L _5crew/.Z0 Vittld vall/.20kogthl � Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) allowable pull out load = 125 lbs allowable shear out load = 100 lbs bAtP§//t%&9_r -Bolts pal �.,A E - H e&v ut -To le yjQ� NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled cmu allowable tension load = 150 lbs allowable shear load = 380 lbs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. hiWsflvvM- 1h 'nedm s a�/qLocuments/hQ6191 _M_ ter_Q�-L 3009615_pdf Method 5 - 1/4" Tapcon depth of embedment in hollow concrete book = 1 1/4" allowable tension strength = 250 lbs allowable shear strength = 620 lbs LUps_L/vWk itymedripad qcLnVpg1:LaLsffi/fmRL duqL-talo docLufDqnts/pL yqt��/aZlta tachqicaidL�Lte df q__q/ -__ qd_ - _pqc�n :_p__ Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0,090" aluminum d_qtasqeet.2df - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood QEL*_crgwL/-Z0 —Pu I 1,�df - allowable tension load = 150 pounds References ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478) 7315394 jjorlando@cox.net 11.0x'A J_ OR4 NO No 0044089 STATE OF .0 N g Direct Mount Illuminated Channel Letters- Sign A Sq Ft 101-0%11 012M= Frontage: 66' REVIEW DATE - CITY OF ZEPHYRHILLS BUILDING OFFICIAL 14'-0 Y2" 2'-7 Y2" 4" .7S" Aluminum Return I .125"' Translucent Yf 41 blue acrylic returns End View LETTER Al Formed Blu 7 3°" 3 --- 1- 4" T FASTENER SCHEDULE - FLUSH MOUNT CHANNEL LETTERS 3 Places Each Letter, 4 Places Each Logo (Minimum) *** All Fasteners Shall Be Spaced Evenly *** Wall Material Anchor Type CONCRETE (3KSI) or HOLLOW MASONRY 1/4" TAPCONS OR EQUIVALENT WITH MIN 1.25" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD (NO ACCESS BEHI N D) 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL EMBEDMENT METAL STUDS OR METAL PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0. 090" ALUMINUM HOLLOW WALL (BLOCKING BEHIND) 1/4" THRUBOLTS 1/4" X 5" LAGS .040 ALUMINUM ETURNS RETURNS WALL 1 TRIM CAP LED LIGHT PODS POWER SUPPLY 3116' ACRYLIC FACE / FASTENER --SCHEDULE WEEP HOLES------ -- DISCONNECT SWITCH qEbE W � THE L ELECTW T- 1E III. Laborawiesint ELEITRI`2 SIGN ONNECTS TO EXISTING POWER fOMVLIES C0 T. - 1. Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category = C, Risk category = 11 John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394 - jjoriando@cox.net - Florida registration # 0044089 job 5823ASA sheet 1 of 2 Est. Electrical Load 3.20 Amps @ 120 Volts Electrical Req'nnts (1) 20 Amp/1 20 it Circuits 1635 N. Dale Mabry Hwy. Lutz, FL 33548 Office: (813) 948-2220 Fax: (813) 948-2403 Manager@App[eSignAndAwning.com CUSTOMER: Chase Bank LOCATION: 7800 Gall Blvd. =0121M�iW Job name Job# Sign company: Installation location: Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters and logo Occupancy Category: Wind velocity (3 sec gust), FBC 2020, section 1609.3, Wind pressure (qz) Net Pressure Coeficient (Chet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets Wind Pressure Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached maximum width of structure to be attached effective projected area factor projected area of each component to be attached wind load allowable tension load per fastener to even number of fasteners minimum of 2 = number of fasteners practically required due to structure shape weight of structure is approximately allowable shear load per fastener to average shear load per fastener= Mounting surface construction is: Use methods: Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member. - safe working tension load = 160 pounds safe working shear load = 200 pounds hl!p llwww.derose.rnettst, eve/rgso,rees(,gngtablaslboits.tttrpl, It 140 mph 50.2 lost -1.09 -54.7 psf 2.63'tt 2.63 tt 1,00f -377 ibs 150 IDS 4 4 10 IDS 100 IbS 2.6 Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds htip l a.sia gfit outtands.or i ons r�^on%20Pians(T Ies `Yo26Referencpsf 20ar�1°Io206est r4ctices?Faste d, q�20, erev 2C? ifh�E.eawal° 2 trench' Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) - allowable pull out load = 125 Ibs - allowable shear out load = 100 IDS htfts_f___?tt__q #eLcom/.dfs/„p_ SNAPTQQGI.LlQ2/0AE-Hea_-vy,;.Duty-Toggle-POlts.pdf NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled cmu allowable tension load = 150 Ibs allowable shear load = 380 IDS NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. ham_ ..hi qoo /rnp aasfty masts, ,doeumentsthC3519f7631a2e 654?Teehnieal-informaiyan-A -E)f1 LOC-3€?0 3, 5.odf Method 5 -1/4" Tapcon - depth of embedment in hollow concrete bock = 1 1/4" allowable tension strength = 250 Ibs - allowable shear strength = 620 Ibs MtTr§ Hwww.itwredhead comfax7rtaisf0lfm rodttctcatalpgidocuments1p _uctsf37tta.�canteohnc_,g1dat Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0,090" aluminum htt :/-1iwbu0dex,com/ d tteks select d asheet.ptlf - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood ht(ps j wwwail e.cpm Po I t tDoou is EQFt crew%20PuII-py, p g - allowable tension load = 150 pounds References: ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478)731-5394 horlando@cox.net No 0044089 Direct Mount Illuminated Channel letters- Sign B 14`-0 %2" Scale: 1/2" = 1'-0" Frontage: 7 REV. �A` C'Ty OF ER1`, g1" 2'-7 Y2u .75" Aluminum Return .125" Translucent blue acrylic returns am AI Formed Blu %s" 3 %$„ 74„_ •• 04 •w FASTENER SCHEDULE - FLUSH MOUNT CHANNEL LETTERS 3 Places Each Letter, 4 Places Each Logo (Minimum) *** All Fasteners Shall Be Spaced Evenly *** Wall Material Anchor Type CONCRETE (3KS1) or HOLLOW MASONRY 1/4" TAPCONS OR EQUIVALENT WITH MIN 1.25" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD (NO ACCESS BEHIND) 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL EMBEDMENT METAL STUDS OR METAL PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUMINUM HOLLOW WALL (BLOCKING BEHIND) 1/4" THRUBOLTS 1/4" X 5" LAGS .040 ALUMINUM s^ RETURNS acc 1" TRIM CAP7 ._ LED - - LIGHT PODS POWER SUPPLY 3t16"— ACRYLIC FACE —FASTENER SCHEDULE WEEP HOLES DISCONNECT SWITCH u;t�s ws srw,ma,re�o,o sc w,xu_ �.«DaD��E � r„�REasaE«�"rs (IL Latmratmies aaS n45 We tmEs'"va �wwu"o9+Gw iuE SHItI � t15 ELECYRIC SIGN CONNECTS TO EXISTING POWER COMPLIES TO U1 Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category = C, Risk category = It John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394-jjorlando@cox.net - Florida registration # 0044089 joky 5923ASA sheet 1 of 2 Est. Electrical •IJ 3.20 • • 120 Volts Electrical • !• • lt Circuits 1635 N. Dale • Lutz, FL 33548 Office: (813) • ( { 0 948-2403 CUSTOMER: Chase Bank • • 7800Gall Blvd. • IMSKJOW Job name Chase (sign B) Job# 5923ASA Sign company: Apple Sigri and Awning Installation location: 7800 Gall Blvd, Zephyrhills, FL 33541 Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters and logo Occupancy Category: If Wind velocity (3 sec gust), FBC 2020, section 1609.3: 140 mph Wind pressure (qz) 50.2 psf Net Pressure Coeficient (Cnet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall maximum height of structure to be attached 2.63 n maximum width of structure to be attached 2,63 n effective projected area factor i .00 projected area of each component to be attached 69 nllz wind load -377 IDS allowable tension load per fastener to 150 IDS even number of fasteners minimum of 2 = -4 number of fasteners practically required due to structure shape 4 weight of structure is approximately 10^ los allowable shear load per fastener to 100 IDS average shear load per fastener = 2.6 lbs Mounting surface construction is: to be determined Use methods: I through 7 Method I - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member, safe working tension load = 160 pounds safe working shear load = 200 pounds jhtq /Mww derose rietisteXe/resotLrees/ongtgb�lerLt�o-its intmi Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds r e _W!/.2QWifl&aall/.ZO AEti)atb` _ — _yv— Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) allowable pull out load = 125 lbs allowable shear out load = 100 lbs yy:Qkqy-T%jgle-BoLts p_)of NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled cmu allowable tension load = 150 lbs allowable shear load = 380 lbs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. ngM/ wwvK tj Itj cq -nlmeojps/sys n asLe d ments/hO6/91 Z63152(�505egh i cql _T QQC LQC_qQQ94�35 f _L_qc_u_ �jaE _pA Method 5 - 1/4" Tapoon depth of embedment in hollow concrete bock = 1 1/4" allowable tension strength = 250 lbs allowable shear strength = 620 lbs 09 Method 6 - #14 self tapping sheet metal screws to min 1 8ga steel or 0.090" aluminum brLtp LMW&itWb IqLgQ M&ft dex f/teks seLLegt dalsheet ,)f _ _ - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood hqRs__/LwWw_-tllprac�com/�POCLaLs/O/Pocoments/PDF�5crew /20Pu -o_ut_pdf - allowable tension load = 150 pounds References: ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478) 731-5394 j oriando@cox.net 0134 4!--o 0 5, No 0044089 WI*I.TATE OF * P Direct Mount Illuminated Channel Letters- Sign C 10'-0'Y" Scale: 1/2" = 1'-0" Existing # Be Removed) ! t it DA E 2 ...7 J1 ) p "o 14'-0 %' I� Ali Formed Bluf 7 3"' 3 %s" 141 End View OCTOGON FASTENER SCHEDULE - FLUSH MOUNT CHANNEL LETTERS 3 Places Each Letter, 4 Places Each Logo (Minimum) *** All Fasteners Shall Be Spaced Evenly *** Wall Material Anchor Type CONCRETE (3KSI) or HOLLOW MASONRY 1/4" TAPCONS OR EQUIVALENT WITH MIN 1.25" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD (NO ACCESS BEHIND) 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS ORTAPCONS, FULL EMBEDMENT METAL STUDS OR METAL PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUMINUM HOLLOWWALL(BLOCKING BEHIND) 1/4"THRUBOLTS 1/4" X 5" LAGS .040 ALUMINUM s^ RETURNS__.---- WAL 1" TRIM CAP -----a LED LIGHT PODS I POWER SUPPLY - ACRYLIC FACE -- FASTENER SCHEDULE WEEP HOLES �—DISCONNECT SWITCH iE�i�Msi��W TMiEwDEO TO BE NSTATSEDMACCOROANce WRx TxE REOtNRFl.lEwis Nd�EI W HAt ELECTRIC CODE PNDfOR OTxER P➢PIICn DuxOMD nxO eOxOMG Ov iwE SlDx. Underwriters lJt �DtLt6flE$�DL LISPED. ELECTRIC SIGN CONNECTS TO EXISTING POWER OMPLIES TD - 48 Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) =140 mph, Exposure category = C, Risk category = II John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394-jjorlando@cox.net - Florida registration # 0044089 job 6023ASA sheet 1 of 2 Est. Electrical Load Electrical Reg'mts Amp/1 20 Volt Circuits Job name Chase (sign C) Job# 6023ASA Sign company: Apple Sign�sind Awning i Installation location 7800 Gall Blvd. Zophyrh fts, fit, 33541 Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted L1 D channel letters and logo Occupancy Category: II Wind velocity (3 sec gust), FBC 2020, section 1609.3: 140 mph Wind pressure (qz) 50.2 psf Net Pressure Coefficient (Chet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure, pulling structure away from wall Load carried by tension in fasteners connecting structure to wall - maximum height of structure to be attached 2.63 tt - maximum width of structure to be attached 2.63'in effective projected area factor 1.00! - projected area of each component to be attached 6.9 tt^2 wind load -377 fibs allowable tension load per fastener to 160 ", IDS - even number of fasteners minimum of 2 = -4 - number of fasteners practically required due to structure shape 4 - weight of structure is approximately 10 Ibs - allowable shear load per fastener to 100 ' Ibs average shear load per fastener= 2.6 Ibs Mounting surface construction is: to be determined Use methods: 1 through 7 Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member, safe working tension load = 160 pounds safe working shear load = 200 pounds ht#p�,f .dererse.nettstevetresoureeste,cikablestbofts.html Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds htt L ww.siegefiler am tlancis.org_f_.crnstruction°to20PlanslTables 120Reference.,_., °Fo20 na`/.20Besk%20Pradices/Fastenerstgft�' l r�g°h,20$crpw 20VVithdrawaf f 20 t en Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) - allowable pull out load = 125 Ibs - allowable shear out load = 100 Ibs hft„ps:ltt_„ Iae.com7. dfs/SNA4'T i_ °I ,2°fo E-Heav -Dut ;fie-Bo!ts.pdf NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled cmu - allowable tension load = 150 Ibs - allowable shear load = 380 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. tttVL/_ .hilti.com/mediae/sys master/cfgcumentc(,(ri06t917631526505fElTechnica4-informiion-ASSET-_Q—LQC_300'J63 df Method 5 - 1/4" Tapcon - depth of embedment in hollow concrete bock = 1 1/4" - allowable tension strength = 250 Ibs - allowable shear strength = 620 Ibs�q his:! _.�tw%redhaad corrttislQr[nproduC _c€..y3c}1�,o5rnei�tslpr_o,aet9 3,aggn sohrtLPf Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0.090" aluminum % ht, 2 itlb. .itw i,[de .cos'ntpd€Rek aeI. at ,haets>of ° �.°� �' �s ` Of - allowable tension (pull out) load = 400 pounds No 00 8 � « Method 7 - 1/4" wood screws in 1/2" plywood hops;,t N-wz.ztitarac.comlPoAr as/0. „acumen ,tPDF/Screw`/` 0PulI-aut df - allowable tension load = 150 pounds TE OF References: ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478)731-5394 jjorlando@cox.net