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HomeMy WebLinkAbout20-624 813-78o=0020 G�Y- ity of Zephyrhills Permit Applicatio - Fax-sly-iso- 21 ...Building Department �^ Date Received &� -�� ] Phone Contact for Permi ng ('�Z t - Owner's'Name Owner's Address /a" f D S E S f cIg, IU/A Owner:Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7a`�0 A-GC lU�� z ,S � -LOT# SUBDIVISION PARCEL;ID# pO to -csa�co- daoe (OBTAINED.FROM,PROPERTY TAX NOTICE) WORK'PROPOSED R -NEW CONSTR=. ADD/ALT = SIGN ] 0 . DEMOLISH INSTALL. REPAIR - PROPOSED USE = SFR -0 COMM 0 OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME 0' STEEL Q DESCRIPTION OF WORK h � G Tll C� s BUILDING SIZE SQ FO,O'rAGE, .. HEIGHT• =BUILDING $ 02 60� � VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMIDZERVICE Q PROGRESS,E 7R.E.C.- =PLUMBING $ . =MECHANICAL ; $ VALUATION OF,MECHANICAL INSTALLATION I =GAS = ROOFING 0. SPECIALTY 0, ;--OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES O q1 BUILDER COMPANY ' r C , zi SIGNATURE I "REGISTERED Y% FEE CU REN :/,N' Address License#p.: . ELECTRICIAN I' COMPANY SIGNATURE 'REGISTERED'" F,Y./ N- ,FEE C,U .En .;L._Y/.N-+J1 .. Address l l 9 3 3Z License PLUMBER f COMPANY SIGNATURE ; .'REGISTERED Y'/;N,-, FEE CURREN177 Address.. 6- License'# MECHANICAL COMPANY. SIGNATURE REGISTERED Y/ N j FEE CURREt, Y%N Address License# OTHER I COMPANY r• SIGNATURE REGISTERED.'• Y/'NC FEE CURREN :''Y'/iN ': 'r Address C.--. :License`# F RESIDENTIAL Attach(2)Plot Plans;'(2)sets of Building Plans;:(1:)set of Energy:Fohri R=O=VV'Permit for new•construction; Minimum ten(10)working days after submittal date. Required on site,Construction_Plans,S_tormwater Plans w/Silt Fence-installod,- --- —Sanitary-Fatalities-&-1'dumpster;Site Work-Perrnit for•sb6divi§ionsAarge projects COMMERCIAL Attach(2)complete sets.of:Building Plans�plus a L6'Safety-Page;(1)set-of Energy Forms.-R-O-W_Permit for new construction.. . Minimum ten(10)working days after submittal date:'Required`onsite,Construction Plans;Stormwiaiter Plans w/Silt FenciOnstalled, Sanitary Facilities&'1•dumpster.Site.Work!Permit for all•new.projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)setsof Engineered.Plans. ""PROPERTY SURVEY required-for all NEW,construction.' Directions: Fill out application completely. Owner&Contractor sign.back of application;notarized If over$2500,;a.Notice,,of.•Commencement Is required. -(A(C.upgrades over$7500) Agent(for the contractor)or Power of,Attorney"(for the owner)would be someone with notarized letter from:owner authorlzing:same OVER THE COUNTER PERMITTING' "{copy of:conttract required) Reroofs if shingles -SeWers Seryice=Upgrades,A/C Fences(Plot/Survey/Footage) et Driveways-Not over Counter if on public roadways::needs ROW NOTICE OF-DEED RESTRICTIONS: The undersigned understands that this permit may be subject1to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for cpmpliance with any applicable deed.restrictions.. UNLICENSED CONTRACTORSTAND•CONTRACTOR RESPOIJSIBiLIT1ES:.:,If°the:�owner--.has-hired-a:contractor=or contractors-to undertake work, they mayb'e�requiredAto.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:far a-misdemeanor violation understate_law..--If the owner or,intended�contractor,are uncertain as to what-licensing requirements may apply,-.for.-the. intended work, they are advised to contact: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-of-the"contractor Block"of this.application for which they wi11_be responsible. if you, as the owner sign as the contractor, that may bean indication that he is not properly licensed and is not entitled to permitting privileges In Pasco 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..builditigs, change'=of use in existing..buildings, or expansion of existing buildings, as specified inPasco County Ordinance-number 89-07 and 90-07,-as--amended. The-undersigned.also.understands, that-such"fees,.as maybe due, will be identified at the_time,of - - permitting. It is further understood"that:Transportation:Impact Fees and Resource Recovery Fees must be paid.prior to receiving a "certificate of.occupancy" or..final.power release.. If the project does--not involve a certificate of occupancy:or. final.power release; the fees must be paid prior to permit issuance. -Furthermore,°if`-Pasco County!Water/Sewer Impact fees.are.due,_theymust be paid prior to permit-issuance in accordance:with applicable Pasco Countylordinances..:, CONSTRUCTi.O.N-'LIEN-LAW{Chapter 713,Florida.Statutes, as.amended):.•if valuation of work is$2500.00 or more, I certify-that-I; the •applicant-, have been,--provided. with a-copy-of the_"Fl6nda.,Constructidn�-LienI Lbw -Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and:Consumer-Affairs. If the applicant is someone other than the"owner"; certify.that-l-have obtained a copy-of-the above described'document and promise ingood"faith to deliver-itto the"owner":priorto commencement. CONTRACTOR'S/OW NER'.S;AFFIDAVIT:' I'ceoify.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'.'Iand.development. Application is hereby made to obtain a permit to do 'work-and,in'stailation as.indicated: l certify that .no work or installation-has commenced-prior.to issuance of a permit and that all work will be performed to meet-standards of all laws regulating construction, County and'City codes, zoning regulations, and:Iand::development regulations.in;-the jurisdiction:, 1,also certifythat.l understand that the regulations of other.government agencies may apply to the intended work, and that it is my responsibility to identify,what actions I must take to:be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland.Areas and'Environmentall''Sensitive ...Lands,WaterMastewater.Treatment. Southwest Florida Water :-Management DistdctVells,' -Cypress Bayheads, Wetland Areas-, Altering Watercourses. Army Corps of Engineers-Seawalls Docks,�NavigablwWaterways. Department of Health & Rehabilitative S6fivices/Environmental -Health Unit=Wells, Wastewater Treatment, Septic Tanks. - US Environmental=Pr,ateetion-Agency_:Asbestos.abatement.. Federal Aviation Authority-Runways: I understand•that the following restrictions applyto the use offll: . Use of.fill-is not allowed inflood.Zone"V'Unless:expressly permitted. - If the fill material isi 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 a professional engineer licensed by the State of Florida. lf.the.fill.:material is- .be:used .in Flood.Zone�"A":in connection with a permitted building using stem-wall . construction, l certify4h9t'fill will.be:used only to:fill•the:area-within the stem wall. If fill material is to. be used in any. area, I certify•that use--of-such fill--will -not-adversely affect adjacent -properties.,--if-use-offill is.foundto-adversely affect:adjacent properties, the.owner may lbe�cited for violating the conditions.of the building permitissued-.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 AGENTFOR-THE'OWNER, I promise:in good.faith-to-inform.,the.owner of the permitting conditions set fortKin this:affidavit.prior to commencing construction. I understand that a separate permit.may`be-required for'-electrical.work, plumbing- signs, wells; pools,,air.donoitioning,.,gps, or other-installations-not:specifically.included in the-,applicationa.A permit issued shall be construed to be a license to proceed with the work and-not as authority to.•viotate, cancel; alter, or set aside any provisions•of-the-technical-codes;:-norshall.issuance of a permit°prevent the Building Official-from:thereafter.- requiring-a-correction of-errors In,plaris, construction or violations-of any codes.-Every.permit.issued 1shall.become invalid �l unless the work authorized by such,permit is commenced within six months of permit issuance, or if-work authorized by -kit; the, ermitis suspended,or abandoned for.a-period-of.six(6)'months after-.the-.time-the-work-is-commenced: An extension maybe requested, in writing, from the Building Official for:a.,period not!to exceed ninety.(90) days and will-demonstrate justifiable cause for tlieextension.-,If work ceases-for ninety.(.90)`consecutive days,the job is considered abandoned. WARNING TO:--OWNER: YOUR FAILURE TOE:RECORD.A-NOTICE.OF COMMENCEMENT.MAY RESULT:IN YOUR PAYING TWICE,FORsIMPROVEMENTS-TO;YOUR;PROPERTY.._IF:YO.U:INTEND_T,O OBTAI".,TlNANCING;,CONSULT WiTKYOURLENDER•OR:ANA` �ORNEYBEFORE;RE CORDING.YOUR, OTICE.OF�COMMI=NC-Eh ENT.'.' FLORIDA+JIJRAT�(F:S.-117.03) OWNER OWAGENT :: CONTRALTO Subscribed and:sworn,to(orraffirmed);before;me.thls Subscribed.an wom,to"'(or :111fted)be re me this by > 2720za'by;.��„c: Who is/are personally known to me or hasihave produced Who Is/are-personally known to me orhaslhave(k6d6ced- as identification. Fi+ 12, Kr56{ c:,..%. -as-identification. _ 7. F Notary Public I. Notary;Public I I _ Commission No. "Cornmissio o. . ��taY '.. JACQUELINE BOGES Name of Notary typed,printed or stamped Name of Notary typ ,prl of - u ¢o= Expires December 12,2022 Bonded Ttw Troy Fain lnsuranM',800.3W7019 j °a rii� !c Pelt . August 13,2020 AI[en Industries _ RECEIVE-' 7844 W.Central Ave AUG' 2r'2[) Toledo,OK 43617 9 BY: RE: Facade Signage—Approved Tenant:T-Hobile Summertree Plaza Zephyrhills,Pasco County,Florida(Publix#1196) Premise:32805 Eiland Blvd.,Zephyrhills,Florida 33545 Rea[Sub,LLC clo Publix Super Markets,Inc.gives Allen Industries permission to instal[the signage you submitted for approval for the above-referenced Tenant(your client);however,it must meet all applicable codes,and be UL approved. Attached you will find the copy of the signage you submitted for approval. Landlord has no objection to Tenant or its design professional and/or contractor applying to the appropriate governmental authorities for approvals and permits required for such work.Tenant shall not represent to any governmental authority that Tenant or its design professional and/or contractor is an employee, agent, contractor,or joint venture of Landlord. Ifyou have any questions regarding this matter,please feel free to give me a call at(863)688-7407,extension 53 157. Sin erely, uren Quinn Regional Property Manager Enclosure CC: Tenant Lease File#I 196 STATE OF FLORIDA COUNTY OF POLK i The foregoing instrument was signed and acknowledged before me this 1311 day of August 2020 by Lauren Quinn,Regional Property./Manager of REAL SUB,LLC,a Florida limited liability company,on behalf ofsaid company,who is personally known to me. i NOTARY: � 1 Qtt��F�/34, VI=L9REQEC SEAL: *T &'yC0!fiffSSi0V1,'GG052202 Vicki Brok e 8f RM-0eMMbar7A2020 crsia ectnaacrrac�savc�s Printed Name of Notary Commission No.and Expiration Date Public Super Markets,[tic.I P.O.Box 4071 Lakeland,Florida 33802-0407 I City of Pinellas Park BUSINESS TAX RECIEPT P.O.BOX1100 License issued in accordance with PINELLAS PARK, FL33780-1100 regulation under the authority of Chapter rrrn,rs, ft 727-369-5647 13 Pihellas.Park Code of Ordinance Business Name: Sign X-Press/International Sign DBA: International C&C Corp. Business Location: 10831 CANAL ST ! Mailing Address: INTERNATIONAL C&C CORP LARGO,FL 33777 j 10831 CANAL ST LARGO,FL 33777 Owner: William Griffin License Number:: 150054 License Type:: Manufacturing Issued Date: 10/1/2020 Classification: Commercial Expiration Date: 9/30/2021 Fees Paid: $190.00 i, I TO BE POSTED IN A CONSPICUOUS PLACE i i i r 511anxp SERVICE• INSTALLATION International C&C Corp. d.b.a Sign X Press 10831 Canal St. Largo, FL. 33777 PH. 727 541-5573 FAX 727 544-7745 FROM: WILLIAM H. GRIFFIN INTERNATIONAL C & C CORP. DBA SIGN X-PRESS 10831 CANAL STREET LARGO, FLORIDA 33777 PH 727-545-9785 1 HEREBY AUTHORIZE TO SUBMIT PERMIT APPLICATIONS, MAKE CHANGES AND INITIAL CHANGES TO APPLICATIONS AND PLANS, PICKUP PERMITS, AND OBTAIN ALL LICENSES FOR r_ C) vlur'�S I CERTIFY THAT THE ABOVE AUTHORIZED PERSON IS ACTING ON BEHALF OF INTERNATIONAL C & C CORP. DBA SIGN X-PRESS AND UNDERSTAND THAT I AM FULLY RESPONSIBLE AND LIABLE FOR ALL ACTS PERFORMED UNDER SAID PERMITS. DATE. ,{� l � , 2020 Ih ko SIG RE OF QU LIFER WIL OM H. GRIFFI LICENSE # ES120 00 19 STATE OF FLORIDA STATE OF FLORIDA COUNT`( OF PINELLAS SWORN TO AND SUBSCRIBED BEFORE ME THIS I _DA`( OF 2020 BY WILLIAM H. GRIFFIN WHO IS PERSONALLY KNOWN TO ME. NOTAR`( PUBLI o� .tsv• Notary Public State of Florida NiY COMMISSION EXPIRES C� l �'2�ZOZ� +Q owanT Bamitz m55'or 'y, O Commission HH 039865 Expires 09'10712024 v Seats easyseals:Com •s,.e i DESIGN CALCULATIONS FOR T-,MOBILE WALL-MOUNTED SIGNS 7248 Gall Blvd-Zephyrhills I 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 Index: 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 manufa'cturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be Eng; t `s� t�r� 4�eal valid required or a separate site-specific engineering evaluation performed. �'' , .` � •gyp f�S�F• 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 6 3 2 •• ' 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. ST TE '�0�; 10 Use of this specification by contractor,et.Al,indemnifies and saves harmless this engineer for all costs&damages including legal fees& Chr,tStt `tJ`%qt£#67382 apellate fees resulting from deviation from this design. Easy Seci%poil,r, Y4 Auth#31124 1200 N Federal Hwy,#200 Boca Raton,FL 33432 Easy.Seals.corn Page 1 "I '� Ens SeaL5 CALCULATIONS FOR WALL-MOUNTED SIGNS ,. easyseals.mm ' t ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6 Exposure C Calculations a= 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 140 mph - UP "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER u a a HEIGHT (Zone 4) (Zone 5) Y Y qZ � �, � 15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40 20 ft 25.4 psf 32.3 psf 0.90 1 38.5 -1.10 -1.40 25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40 30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40 35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40 40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40 45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40 50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40 55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40 60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40 70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80 80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80 90 ft 28.5 psf 57.0 psf 1.24 52.8 -0.90 -1.80 100 ft 29.1 psf 58.3 psf 1.27 54.0 -0.90 -1.80 110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80 120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80 130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80 140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80 150 ft 31.7 psf 63.5 psf 1.38 58.8. -0.90 -1.80 175 ft 32.8 psf 6S.6 psf 1.42 60.7 -0.90 -1.80 200 ft _ 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80 250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80 Page 2 asealis CALCULATIONS FOR WALL-MOUNTED SIGNS 1nVSf atscom Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 35.2 psf Sign type: Cabinet Sign size: A= 36.2 sgft (entire cabinet) Wall material: Masonry (ASTM C90,1,500 psi min) Anchor type/size: 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= 1274 lb ...=P*A (entire cabinet) No.of anchors req'd: n = 6.5 total anchors ...=Rt/cap Total anchors required: ! 7 total anchors balanced over cabinet OK,typical anchor option shown. limit to min(8)total. Ref anchor schedule for other anchor options. Page 3 I 31.1 ZF a,,, , s /Sea Is easyseals.;Com DESIGN CALCULATIONS FOR T-MOBILE WALL-MOUNTED SIGNS 7248 Gall Blvd—Zephyrhills I 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 constructiori explicitly specified herein and/or in accompanying engineering drawings. The Index: 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 Enginetr�' seal valid required or a separate site-specific engineering evaluation performed. ��•` ' 6. Aluminum components in contact with steel or embedded in concrete 40� shall be protected as prescribed in the 2015 Aluminum;Design Manual, No.67 82 Part 1. Steel components in contact with, but not encased in,concrete ;is shall be coated,painted,or otherwise protected against corrosion. - 7. Engineer seal affixed hereto validates structural design;as shown only. 5 ATE • �4. =�®,c; ul 09 Use of this specification by contractor,et.Al,indemnifies and saves , harmless this engineer for all costs&damages including legal fees& Chr "fa Y ``� #67382 apellate fees resulting from deviation from this design., Easy Se 11111 'S@ uth#31124 1200 N Federal Hwy,#200 Boca Raton,FL 33432 Easy Seals.com Page 1 ' EasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS easyseals.ccm ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6 Exposure C Calculations a= 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 140 mph - UP "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) Y Y qz U d u, 15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40 20 ft 25.4 psf 32.3 psf 0.90 38.5 -1.10 -1.40 25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40 30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40 35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40 40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40 45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40 50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40 55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40 60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40 70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80 80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80 90 ft 28.5 psf 57.0 psf 1.24 1 52.8 -0.90 -1.80 100 ft 29.1 psf 58.3 psf 1.27 1 54.0 -0.90 -1.80 110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80 120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80 130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80 140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80 150 ft 31.7 psf 63.5 psf 1.38 58.8 -0.90 -1.80 175 ft 32.8 psf 65.6 psf 1.42 60.7 -0.90 -1.80 200 ft 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80 250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80 I Page 2 NNE � ����� CALCULATIONS FOR WALL-MOUNTED SIGNS 4 earyse"'. 'Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 35.2 psf I Sign type: Cabinet Sign size: A= 36.2 sgft (entire cabinet) Wall material: Masonry (ASTM C90,1,500 psi min) Anchor type/size: i 1/4"Tapcon Ref: : ITW Tapcon, NOA 07-1126.10 Min Embedment: 1.25" Min edge dist: 2.5" Min Spacing: 3" I Anchor tensile capacity: Tcap= 195.0 lb (per anchor) Check Anchors for Pullout I Total Reaction: Rt= 1274 �lb ...=P*A (entire cabinet) No. of anchors req'd: n= 6.5 total anchors ...=Rt/cap I Total anchors required: 7 total anchors balanced over cabinet I OK,typical anchor option shown. Limit to min (g)total. Ref anchor schedule for other anchor options. i I i i f Page 3 1 ` _ TMOB.T-26W- tI! J Face Lit Channel Letters on Backer_4 � #2 PREFERRED OPTION n.67382 LED CHANNEL on 4" BACKER- FLUSHJNTED 11-8 3/8" 9 9 Angle Iron Stringer or — .g xtrfrt)Im backer E OF L IJI B Wood Blocking as needed •. i?j0 10'-4-5/8" 342 l ----- `' R! 1_cy3/g� REF ANCHOR l✓ w1 u[nmlfTt�rdturDs 1_ r SCHEDUI i. "s T- - ----- AL `• ry Riv-nut w w Y cLU A N • Acrylic face = 'O< ro Min(3)#10 SMS per Ltr . I° Aluminum backs ELEVATION VIEW 35.6 SQ FT END VIEW LED illumination ry Scale: 1/4"= 1'-0" Patch, Repair, Paint Included ©LW�I�disconnect-SWItCM Fascia Material: Brick T 12 volt jacketed cable Fascia Color: SW6354 Greenfield condui l '__ Electronic power supply =LL 1/2 minimum I —REF ANCHOR SCHEDULE v o m SIGNAGE SPECS: g holes'/1'dia. Primary electrical— — ;1 .p Weep LL oc FACES: 3/16"thick#2447 White autoglas orequal source exterior locations only o o- RETAINERS: 1"Whitejewelitetrimcap trimcap RETURNS: .040alum.3"deep pre-finished White ' m BACKS: .063alum.-pre-finished alum White //en Industries CQus ELECTRIC LED: Princi al6500KWhiteLED's; AllelectricalcomP I V I onentshousedwithinbackercabinet 11 A I �FILENUNBERE212503 SIGN P LISTED BACKER 4"D pan-formed alum.cabinetw/angle stringers on insidefront;.063"alum skin& THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS INCLUDES PROPER PANEL: .080"alum face and back-back to have 90°angles all4 sides. GROUNDING AND BONDING OF THE SIGN. MAGENTA WHITE All painted TMO Magenta and White base coat specified(per color palette) WMATTHEWS #2447 INSTALL: Backerthru bolted flush to wall using min.3/8"all thread fasteners with wood blocking as required MP86055 Rf5544 AUT0GLAS a N SEMI-GL0 V1. JOB NOTE: UL label location-one to be visible from ground,others to be placed I OVER MP55898 OR EQUAL ANCHOR SCHEDULE "ALL FASTENERS SHALL CtTYor M on top of letters and one on powersupply ITE BASEC0A Bf5VACEDEVENLY•• WALL MATERIAL ANCHOR TYPE SPACING +r .. 1/4"THREADED RODS WITH MIN MIN(10) • o 2"EMBED IN ADHESIVE TOTAL - N m CONCRETE(3ksi)or 1/4"TAPCONS(OR EQUIV)WITH MIN(8) N L HOLLOW MASONRY 1.75"EMBED TOTAL c so ti11 1/4"EXPANSION ANCHORS WITH MIN(6) N 2.5"EMBED TOTAL a+I „ • MIN(8) o 0) 1/2"PLYWOOD 1/4"TOGGLE BOLTS TOTAL C (NO ACCESS BEHIND) 1/4"WOOD SCREWS,FULL EMBED MIN(12) TOTAL m CO METAL STUDS OR #14 METAL SCREWS TO MIN 18ga MIN(10) E II r r METAL PANELS STEEL OR 0.090"ALUM TOTAL o Ifs — HOLLOW WALL 1/4"THRUBOLTS OR LAGS TO MIN(6) rj o (BLOCKING BEHIND) SOLID BLOCKING BEHIND TOTAL L CU 11ti !�'. V �O 2d II EXISTING SIGNAGE -24" X 9' 11" = 19.8 SF PROPOSED -3' 1/2" X 11' 8 3/8" = 35.6 SF ELEVATION --22'-6" x -35'-8" V -J Y Vs 25 N 0 0 t s R Copyright @2019 Allen Industries,Inc. . Cr This is an original,unpublished drawing created by 03/26119 MM/DOPN Revision notes a due,, le ff JA � fries Allen Industries,Inc.This drawing is submitted to _ _ . . ii E you in confidence for your use sdely in connection v� o YOUR BRAND AT ITS BEST•' wdh the project beir>q planned for you byAlen SS —I xa Industries,Inc. and Is not to be shown to anyone > w 1-80 -967-2553 outside eyouroritedin any fused,ashion • B rt • •• B • rr copied d or exhlbded in fashion whatsoever.The o cii designs shown on the drawing ex t for an B H g g( y 7248 Gall Blvd. registered trademarks that may belong to a client of W O www.allenindustries.com Allen Industries,Inc)remain thepropertyofAlen Zephyrhills,Fl.33541 3 ' Industries,Inc. In TMOB-SP.514925 Zephyrhills,FL 100 a z 3 General -Design is in accordance with the requirementsoftheFlaBldgCode6thEd(2017)forusewithin&outsidetheHighVelocityHurrianeZone(HVHZ).•Thisengineeringcertifiesonlythestructuralintegrityofthosesystems,components,and/or otherconstmdionexplicitlyspeclfiedherein.-Rectricalnotes,details,&specifications are provided by and are the sole responsibilityoftheelectricalcontractor.Noelectricalreviewhasbeenperformedandnocertificationofsuchisintended.•StructuraldesignmeetsrequirementsLAW318-14,AISC360-10,ADM1-15,&NDS-15, Notes: as applicable.•Steel components shall be coated,painted,or otherwise protected against corrosion per FDC Sec 2203.2/2222.6.•Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(la),or plastic/neoprene spacers provided.•All exposed fasteners shall be 5.5.or have a protective coating for corrosion protection.•All welding shall comply with AWS requirements.•Steel welds:E7oxx electrodes.•Aluminum welds:4043 filler alloy.•Alum extrusions:6063-T6 or stronger,D.N.O. L.4 ' Sign Location Plan '+ h H• ', �� - Front Elevation Channel letters ` 67382•. • _ ' STATE OF �� •'"�o 110 w-c w„ CaD "mow --o o� O ON 'se r5 >M 3M� =JM lL �CN QOM LL�cO Z V .. . •1i _ �, N m . . •- , I - 4 �a�yc N VA � `--� ; Rq 0 0 - ' . •- i;i ç4 ,, E v o v m O ;f t M eq a � n .3 �Y �N O _ u �p — t 2 O r II N � ` O 0 U 'Co'C 5.) -' Y D tr ¢ Copyright©2019 Allen Industries,Inc. ile- -c L7 ,/en Industries This is d oriel,I unpublished dras sub itted t by D3f2B11S MMlDQIY1' Revision notes n, Allen Industries,Inc.This drawing it submdted to o you in confidence for your use solely m connection a YOUR BRAND AT I T 8 BEST'" :h the project being planned for you by Allen SS > w Industries,Inc. and Is not to be shown to anyone I- -967-2553 ouyourtside ibited inanynorionwratsover. j']']:1 * ••' • ou ii d or or9ed n any fashion whatsoever.The 3i shown on the drawing(except desl nsBH gfor any 7248 Gall Blvd. I ¢ registered trademarks that may belong to a client of ru p www■allenindustries.com Allen Industries,Inc.)remain the Zephyrhills,FI.33541 2 N Industries,Inc. ¢ z TMOB-SP.514925 Zephyrhills,FL 100 General Designisinaccordancewiththereq uirementsoftheflaBld9 Code 6thEd(2017)forusewithin&outsidetheHighVelocityHurricaneZone(HVHZ).-This engineedng certifies only the structural integ6ty ofthose systems,components,and/or other constmdionexplicitlyspecifiedherein.-Electrical notes,details,&specifications are provided by and are the sole responsibilityoftheelectricalcontractor.Noelectricalreviewhasbeenperformedandnocertificationofsuchisintended.•Structural design meets requirementsof Al]318-14,AI5C360-10,ADM1-15,&NDS-15, Notes: as applicable.•Steel components shall be coated,painted,or otherwise protected against corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(la),or plastic/neoprene spacers provided.•All exposed fasteners shall be S.S.or have a protective coating for corrosion protection.•All welding shall comply with AWS requirements.•Steel welds:E70xx electrodes.•Aluminum welds:4043 filler alloy.•Alum extrusions:6063-16 or stranger,U.N.O.