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Home My WebLink About17-18268 CITY OF ZEPHYRHILLS 5335-8TH STREET � ; (813)780-0020 268 BUILDING PERMIT - � PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18268 � Address: 6844 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-00900-0010 Improv. Cost: 5,320.00 OWNER INFORMATION Date Issued: 3/21/2017 Name: LEWENSON PROPERTIES LLC Total Fees: 157.50 Address: 5607 JOHNS RD Amount Paid: 157.50 TAMPA FL 33634-4499 Date Paid: 3/21/2017 Phone: Work Desc: INSTALL WALL SIGN WEST/SOUTH W/EXISTING ELECTRIC (OPTICAL OUTLET) CONTRACTOR S APPLICATION FEES THOMAS SIGN &AWNING CO,INC SIGN 97.50 THOMAS SIGN &AWNING CO,INC ELECTRICAL FEE 60.00 � �(� ; Ins ections Re uire FOOTER ELECTRICAL ROUG ' FINAL lJ,-�,�� n �`� �J �yy\ �`��+�..J� . �"lX�� \ 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 such subsequent reinspection. , NOTICE: In addition to the requirements of this permit, there maybe 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, 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. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complet Plans,Specifications 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. V O C OR SIGNATURE PERMIT OFFI R MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a�saso-oozo City of Zephyrhills Permit Application Fax-813-780-0021 ` ' Building Department Date Received Phone Contact for Permittin 727 573 _ 7757 � � � � i � � � � � � � � Owner's Name Lewenson Properties LLC Owner Phone Number 813-885-3937 Owner's Address 5607 Johns Rd Tampa, FL 33634 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6844 Gall Blvd LOT# � Z phyrhills Colony Company ands 02-26-21-0010-00900-0010 SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN �x � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME 0 STEEL Q � . vation. DESCRIPTION OF WORK H ok both u to existin ower. �� 3�� BUILDING SIZE SQ FOOTAGE� HEIGHT x�BUILDING $ 5320.00 VALUATION OF TOTAL CONSTRUCTION DELECTRICAL $ i000.00 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ � , OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � ` �� QGAS � ROOFING Q SPECIALTY 0 OTHER FINISHED FLOO LE ATIONS FLOOD ZONE AREA QYES NO \ � I�J BUILDER ,�Q1 �COMPANY Thomas Si n &Awnin CO. � ' SIGNATURE — � REGISTERED Y/ N FEE CURRE� Y/N address 5 1 Ave N Clearwater, FL 3376 ES0000083 ` License# ELECTRICIAN �� COMPANY Thomas Sign &Awning Co. SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address 590 ve N Clearwater, FL 33762 License# ES0000083 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# IIIIIIIIIIIIt1111111111I11I1111111111111111111111111111111111I1tt11 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life 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,Stormwater Plans w/Silt Fence installed, ___ - _ - _ Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of 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 authorizing same OVER THE COUNTER PERMITTING (copy of contract required) � Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW :�_- ..'�%,, . NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The 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 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 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 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 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, as may be 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, they must be paid prior to permit issuance in accordance 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 I, 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 promise in good faith to I deliver it to the"owner" prior to commencement. 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 is hereby made to obtain a permit to do work and installation as indicated. I 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 land development regulations in the jurisdiction. I also i 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 I must take to be in compliance. Such agencies include but are not limited to: i - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, . Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: � - Use of fill is not allowed in Flood Zone"V" 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 a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that 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 of fill is found to adversely affect adjacent properties, 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 tt��extension. If work ceases for ninety(90) conse ive days, the job is considered abandoned. WARNING TO NER: YOUR FAILURE TO RECORD A NOTIC OFj COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR�IMPROVEMENTS TO YOUR PROPERTY. IF U INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE D R OR AN ATTORNEY BEFORE RECORDING Y UI�NOTICE OF COMMENCEMENT. FLORIDA JURAT(F. . .03) � �_ OWNER OR AGENT ,- CONTRACTOR r � ' .- ___�---' S b crj bg,d n swor (or ffir ed) fore mQ t is Sub crib d and s or � ( affirm fore rr�e �iis --=- S�'� l U_�l�y U I� 0 /-1 b � v 1 S o is/are ersonally , ow r has/have produced o is/are ersonall o o r has/have produced as identification. as identification. Notary Public Notary Public Commission No.��S�n Commission No. �C� ��CO�OV Na Name of Notary typed,printed or stamped ��""'�� ANGELA MCNUTT �,`'ar P4��' ANGELA MCNUTT <►��n�e! � ,��° `�s Notary Public-State o1 Florida �. r n �. ;•. .•= Commissioh �GG'046800 a° `�; Notary Pubtic-State ot Florida =: a�•' M Comm.Expires Mar 5,2021 � : - Commission #GG"046800 '. • •_ ��Of��°�'��, BondedthrouphAutlon�{Not�ryAsm. :'�.� o�:°;� My Comm.Expires Mar 5,2021 _ �"��"' Bonded throuph Nit(ona!Motuy Asan. LETTER OF AUTHORIZATION Date: � � a 6 I To Whom It May Concern: i, �.o,� e. r� ��--e,w��ehs �� owner or agent ' Of the owner for the property listed as_T-f-; � � � �u-��-�s —Ze��Ur�i �`��s' Located at � � L�� (� � 1 U� . (street address) �2- e p �.� ,�� ( I s ��— (City-state) �3� ��(� (Zip code) Do authorize Thomas Siqn & Awninq Companv or their authorized Aqent to obtain a permit for and to install signage on the above referenced ' property. �� Date: ��1 C7 a � a 0 I�7 ', Owner or Agent I � ' �f3 - �5— 3�13� Owners Telephone Number Sworn to and subscribed to before me this a � day of 1�1Gi.v"C� ao�� and being personally known/ identification. My commission expires: � ` Y PUBLIC �""� JACQUELINE CHIWDLER ;��,.�r r`�: Commission#FF 942097 . � �o� Expires December 20,2019 > ; eanaesm,s '�;!P�„`�` gonded7lwTroYFalnNe�+eK� \ _ .__ _ "— _" , Q � • :«;��i�`��,��;rj�i�,- - �.Ses �r.- �';�'��..:w:.«`�.� "�,,: _ all��'e.,��, �' �� ,., .�1�',-.` ' City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS � ContractorlHomeowner: '��G��'�'�..� � � � Date Received: �'—� ��`� � s�te: , � � �S� ��t! �'��.,.� Pertnit Type: �,��Q-�-- t,�,l�-'�. C,L1-G�.�'t--`�' C , � i Approved;wtna comments:[� Appraved w/the below comments: ❑ Denied withe beiow comments: ❑ u , , ; � i This camment sheet shall be kept with the permit and/or plans. I � �------ , /,` �rJJ�r� Kalvin Swi er— 1 � ' xarniner Date Cantractor andlor Homeawner ' (IZequired when comments are present) I , _ ` ' _ �.� �3. _.___ -- r -.-. . - n , __- - m--- -- ___. _.-___,_____�. __�._ __�._.._s _ -�_--�-A---� _ _--�, - - - - �, - � - � . � 119111illlllllllllillllllllf6llllllllllfl61111111111�1111111 � 2017037955 ; _ -- � ' �ept,:184633� Rec: 10.00 � DS: 0.00 IT: 0.00 ! • 03/16/2017 E. hi. , Dpty Clerlc j PRULR 5 0'NEIL,Ph D PqSCO CLERK & COMPTROLLEk i : 03/16/2017 12:4 rn 1 af � I � oR a� ��.� �� __ � 4 PerMl No. ��"�v Perr�l ID No 02•2&21-0010•00900-0010 � i NOTICE OF CDMMENCEMEN7 � ` Flodde Caunl of Pesco ' I � Siate of Y ' � THE UNDERSIGNED hereGy glvas nollca Ihai improvement wlll be made lo cenaln real property,ond In accardance wilh Chapler 713,Flotlaa Siawtes, � � the(ollowing Infarmalion is proWded In Ihis Nofice of Commencement: ` t. Description ol Property:Pnrcel Idenlificaiian No.02•26-21-0070-009U0-0010 � 1 Suoet Address: 6844 Gall Bivd,Zephyrhlils,FL 33542 ( f 2. Goneral Descriplien o(Improvement 2.Exlerior Bullding Slc�ns for Optical Oullel i r f 3. Owner Intonnation: Lewenson Properlies LLC,5607 Johns Rd,7ampa,FL 33634, f Name I I i 1 AdE(�ss CIIV SWIe � ! INerestlnPi'oparty: Cwner-Renlallncome � Name of Fee Simple Tiiteholder: Oplical Outlel,6844 Gall Bivd,Zaphyrhllls.FL 33542. � � � (II olher Ihan owncr) � � � Address Thomas Si n&AWnfn Co,Inc.;4590•11B1h AVe NoAh,Clearv+aler,FL 33782. State f 4. ConVactor: 9 9 � Nama AdEress - Clry Stale i ConVadofs Teiophane No. �Z7'S73-7757 � I 5. Surety: N/A � ry/H Name � N!A N7.4 I Address � Clry � Slale � Amoun�of Bond:S�� Tclephonc No,: N�A I 6, Lendef: N/A � Name NIA N/A ' � rviH � I Address City � Sta1e � Lendefs Telepheno No.: NlA ; I 7 Pa�sans vAlhin Ihe Slnte o(FloAda deslgnaled by Ihe avmer upon whom nolices or olher documenls may be served ns provided by � Section 713.13(ij(a)p),Florida Slalules: NIA Name � I I NlA N1A ` N!A Address Clly Slalo � Tetephone Number af Designeled Pe�son: N/A � I 8. In addilion lo himsell,Ne owner designales N�A o�� NiA lo receive a topy of Iha Llenofs NOlice as plovidetl In Saaion 71J.13(1J(bj,Florida Slalutos. i Telephone�Number ol Person or Entily Deslgneled hy Ovmer: NIA � 9. Eapira�ion Aa�e cf Nollce ol Commencement is ano year Uom lh@ dale ot recerding unless a diflereM Aele is sped.7ed: 9 monlhs WARNING TO OVYNER: ANY PAYMENTS MAOE BY THE OVJNER AFTER THE EXPIRATION Of THE NOTICE OF COMMENCEMENT � ARE CONSIDEREU IMPROPER PAYMENTS UNDER "HAPTER713, PART1, SECTION713.1�, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS�TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE FECCT.�iEC:.la�POS7G0 ON THE JOB$17E flEFCRF.T�1E`F1R&T lNSPECTIOk�IF YOU WTEND TQ OBTAIN FINANCING.CQNSULT t WITH YOUR LENDER OR hIV ATTOkNEY BEFORE COM11M@NCING WR i .R R ORDI YOUR NOTICE Or COMMNdCE?dEhT, ' STATE OF f LORIDA y� I COUIJN OF PASCO C� + Signawre af Owne�or Own�rs Au{qorized OIOcerlOiructorlPannedManeger ' � b=^��' �� i �on�ory�s Ti��o Kca �+ j ' �""°� �C� R-b��4- � ' �e forepoing insWmenl was acknowfotl nA before e thi _day ol _hy �.��.�y'�" as� � � !a. (type ol aulhoriy,e.g.,oKcer,lfusloe,altomay in lacl)tor � � �b (nameofp`Brtyonbehal(ofv.fiominslrumenlvrasexewled}. i .�.J ! Per�onaly Knnw Og Produced Idenlif,•caliun Nolary SlQnolure • �L 1 , Typn of ICenlificution ProEuced. Naine(PrinQ - ��r✓�01�y� fj' verificalinn Vursir,nl io Seclion 52.525,Florida SlaWles. Under p��allies ol perjury,I tledare ihal I ha read um loregoina and Ihal Ua Iact,siated tn h � � I�BIC lNC l0 Ihe Gest of nry k:mvnedge anU CelieL � /J � � a—�� £isnacuro of Natural Pcrson Signing Ahove ! I .t;;�'.%�•. JACQUELtNE CHANDLER ' I _�`� k� Commission#rF942097 � '"' t�s�y s lonns of e cro 049wc _ p: •e�- C7( I[@5�8��N � �'�.R�41�° Bu+radTAuTm/Fdntrau�c�lOb.slS70f9 � t 2 38-1-1 I -�—�- --._. ..- - - � i � Q ,�. ., ' THOMAS Structural Calculations Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.:60144 Florida Certificate of Authorization No.31751 Installation Location: 6844 Gall Blvd,Zephryhills,FL . Description: 17" High Wall Mounted Channel Letters Engineering Calculations Table of Contents Structural Engineering Calculations Pages 1-5 Prepared by: John F. Dougherty,P.E. Florida P.E. No.80640 �\\��\�!�oV� f/// Code: Florida Building Code,5th Edition (2014)- Building � � / \��'o�.°�,1��y��i � ', No 90E4p ,!� •�� _ , , � * � — , , — � � = - .� � * � * — � � — ;�o',, sra�r�o� :�� .c� • , t�, � �� • � R P •�� /j/ , l �� 8 �� THOMAS Structural Calculations Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.:60144 Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No.80640 Installation Location:6844 Gall Blvd,Zephryhills, FL Building eave height,h 27.26 feet Installation height,z 22.84 feet Florida Building Code 5th Edition(2014) Building Table 1604.5; Risk Category II Figure 1609A;Vult 140 mph . Nominal Design Wind Speed, Vasd=Vult(0.6)l�z= 108 mph 1609.4.2;Surface,Roughness B 1609.4.3; Exposure Category B Size of letters typ letter Height 1.45 feet Width 1.23 feet ' Area 1.779 sq.ft. Letter thickness 0.417 Max dimension 1.45 Area 0.603 sq.ft. C&C ASCE 7-10 Table 30.7-2, h=27, Flat Roof,zone 4 Vasd 108.4 mph Load Case 1 -27.3 Load Case 2 27.3 windward leeward Pnet 27.3 -27.3 psf 1609.6.4.2&ASCE 7-10 Table 27.3-1; Kz 0.643 0.678 kh 1609.6.4.2&ASCE 7-10 Section 26.8; Kzt 1.00 1.00 Equation 16-35; Pnet 17.5 -18.5 psf Max= 18.5 psf 1 of 5 3/8/17 i_ . THOMAS Structural Calculations Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.:60144 Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No.80640 Installation Location:6844 Gall Blvd,Zephryhilis, FL Normal Force typ letter Area(sq ft) 1.78 Wind pressure(psf) 18.5 Design force(Ib) 32.9 No of anchors per letter 2 Force per anchor 16.45 Ib tension Tension in bolts is 100% comprised of wind load Shear Force typ letter Area(sq ft) 0.60 Wind pressure(psf) 18.5 Design force(Ib) 11.2 No of anchors per letter 2 Force Fws per anchor(Ib) 5.58 wind shear Say letter weighs 5 psf,then 8.89 Ibs No of anchors per letter 2 Gravity force Fg per anchor(Ib) 4.45 gravity shear Totalshearforce= 7.13 Ibtotalshear Shear is 39% comprised of dead load and 61% comprised of wind load typ letter For load combination 1.0 DL+0.6 Wind: 9.87 Ib tension 5.39 Ib shear Standoff distance from face of wall 0.00 inches Bending moment in shaft of fastener 0.00 inch-Ib �To be shown on construction documents: ULTIMATE DESIGN WIND SPEED,Vult(3-SECOND GUST): 140 mph NOMINAL DESIGN WIND SPEED,Vasd: 108 mph � RISK CATEGORY: II EXPOSURE CATEGORY: B DESIGN WIND PRESSURE: 18.5 psf 2 of 5 3/8/17 I ,r THOMAS Structural Calculations , � Sign&Awning Company,inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.: 60144 • Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty ' Florida P.E. License No 80640 Select types and sizes of required mechanical fasteners suitable for each of a variety of � I types of exterior wall types/substrates. i Fastener Design Forces: typ letter Tension, PT: 9.87 Ib Shear, P5: 5.39 Ib Moment, M: 0.00 inch-Ib WALL TYPE ANCHOR TYPE i � 0.250 IN DIA GALVANIZED A307 THROUGH- BOLT WITH GALVANIZED NUT AND PLATE ALL WALL TYPES WASHERS TO PREVENT PULL-OUT 0.25 INCH DIA LAG SCREW X 1.0 INCH WOOD BLOCKING EMBEDMENT INTO WOOD EIFS OVER 5/8" PLYWOOD 0.2500 IN DIA DFS'T-ANCHOR'OR 3/8" DIA i MALE TYPE DFS'LIBERTY ANCHOR' 3 of 5 3/8/17 a THOMAS Structural Calculations • Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.: 75807 Clearwater, Florida 33762 Design No.: 60144 • Florida Certificate ofAuthorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No 80640 0.2500 IN DIA DFS'T-ANCHOR'OR 3/8" DIA MALE TYPE DFS'LIBERTY ANCHOR' OR 0.250 INCH DIATHREADED ROD EMBEDDED 2 INCHES INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE IN MESH SCREEN TUBE HOLLOW CORE CONCRETE BLOCK OR 0.250 INCH DIA. HILTI HLC SLEEVE ANCHOR EMBEDDED 1.00 INCHES INTO SHELL OF HOLLOW CELL CMU OR RED HEAD BRAND TAPCON ANCHORS:0.19 IN DIA X 1 IN EMBEDMENT HILTI HLC OR SIMPSON STRONG-TIE SLEEVE- ALL SLEEVE ANCHOR,0.3750 IN X 1.5000 IN EMBEDMENT OR GROUT-FILLED CONCRETE BLOCK 0.375 IN THREADED ROD EMBEDDED 3.375 IN INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE 4 of 5 3/8/17 I 1 I THOMAS Structural Calculations - Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.: 75807 Clearwater, Florida 33762 Design No.:60144 • Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No 80640 RED HEAD BRAND TAPCON ANCHORS: 0.1875 IN X 1.00 IN EMBEDMENT OR 'HILTI HLC'OR'SIMPSON STRONG-TIE SLEEVE-ALL'SLEEVE ANCHOR,0.2500 IN X - SOLID CONCRETE 1.1250 IN EMBEDMENT OR 0.375 IN THREADED ROD EMBEDDED 2.250 IN INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE I HILTI HLC SLEEVE ANCHOR,0.25 IN X 1.00 IN EMBEDMENT � OR BRICK MASONRY 0.250 IN THREADED ROD EMBEDDED 3.250 IN INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE IN MESH SCREEN TUBE � 5 of 5 3/8/17 �` � THOMAS Structural Calculations Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.: 60144 Florida Certificate ofAuthorization No.31751 Installation Location: 6844 Gall Blvd,Zephryhills,FL Description: 17" High Wall Mounted Channel Letters Engineering Calculations Table of Contents Structural Engineering Calculations Pages 1-5 Prepared by: John F. Dougherty, P.E. ' Florida P.E. No. 80640 Code: Florida Building Code,5th Edition(2014)- Building \\��`O`(�(J j�/'// \��\ �'�� /��/ \��C�'��o�,��l��`•!Qj. ��i a �;� ,�.� i � �% fUo BJ�•a �` � = ' ' � . � = �s ; * ; � � % ��: 4�A1��QF ;� � � i O�` •' � ��/ � L `\\\ , � �j •�� /� � 3 . q `� ��//� THOMAS Structural Calculations Sign&Awning Company,inc. Client: Optical Outlet � 4590 118th Avenue North Project Identity No.:75807 i Clearwater, Florida 33762 Design No.: 60144 Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No.80640 I Installation Location:6844 Gall elvd,Zephryhills,FL Building eave height,h 27.26 feet Installation height,z 22.84 feet Florida Building Code 5th Edition (2014) Building Table 1604.5; Risk Category II Figure 1609A;Vult 140 mph Nominal Design Wind Speed, � � Vasd=Vult(0.6)l�Z= 108 mph 1609.4.2;Surface Roughness B 1609.4.3; Exposure Category B Size of letters typ letter Height 1.45 feet Width 1.23 feet Area 1.779 sq.ft. Letter thickness 0.417 Max dimension 1.45 Area 0.603 sq.ft. C&C ASCE 7-10 Table 30.7-2, h=27, Flat Roof,zone 4 , Vasd 108.4 mph Load Case 1 -27.3 Load Case 2 27.3 windward leeward Pnet 27.3 -27.3 psf 1609.6.4.2&ASCE 7-10 Table 27.3-1; Kz 0.643 0.678 kh 1609.6.4.2&ASCE 7-10 Section 26.8; Kzt 1.00 1.00 Equation 16-35; Pnet 17.5 -18.5 psf Max= 18.5 psf 1 of 5 3/8/17 I� THOMAS Structural Calculations Sign&Awning Company,Inc. Client: Optical Outlet 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.:60144 Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No.80640 Installation Location:6844 Gall Blvd,Zephryhills,FL Normal Force typ letter Area(sq ftl 1.78 Wind pressure(psf) 18.5 Design force(Ib) 32.9 No of anchors per letter 2 Force per anchor 16.45 Ib tension Tension in bolts is 100% comprised of wind load Shear Force typ letter Area(sq ft) 0.60 Wind pressure(psf) 18.5 Design force(Ib) 11.2 No of anchors per letter 2 Force Fws per anchor(Ib) 5.58 wind shear Say letter weighs 5 psf,then 8.89 Ibs No of anchors per letter 2 Gravity force Fg per anchor(Ib) 4.45 gravity shear � Totalshearforce= 7.13 Ibtotalshear Shear is 39% comprised of dead load and 61% comprised of wind load I typ letter For load combination 1.0 DL+0.6 Wind: 9.87 Ib tension 5.39 Ib shear Standoff distance from face of wall 0.00 inches Bending moment in shaft of fastener 0.00 inch-Ib �To be shown on construction documents: � ULTIMATE DESIGN WIND SPEED,Vult(3-SECOND GUST): 140 mph � , NOMINAL DESIGN WIND SPEED,Vasd: 108 mph � RISK CATEGORY: II � EXPOSURE CATEGORY: B ' , DESIGN WIND PRESSURE: 18.5 psf ' 2 of 5 3/8/17 I il THOMA$ Structural Calculations . Sign&Awning Company,Inc. Client: Optical Outlet ' 4590 118th Avenue North Project Identity No.: 75807 Clearwater, Florida 33762 Design No.:60144 � Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No 80640 Select types and sizes of required mechanical fasteners suitable for each of a variety of types of exterior wall types/substrates. Fastener Design Forces: typ letter � Tension, PT: 9.87 Ib I Shear, PS: 5.39 Ib Moment, M: 0.00 inch-Ib WALL TYPE ANCHOR TYPE 0.250 IN DIA GALVANIZED A307 THROUGH- I BOLT WITH GALVANIZED NUT AND PLATE I ALL WALL TYPES WASHERS TO PREVENT PULL-OUT I 0.25 INCH DIA LAG SCREW X 1.0 INCH WOOD BLOCKING EMBEDMENT INTO WOOD EIFS OVER 5/8" PLYWOOD 0.2500 IN DIA DFS'T-ANCHOR'OR 3/8" DIA MALE TYPE DFS'LIBERTY ANCHOR' � 3 of 5 3/8/17 � THOMAS Structural Calculations . Sign&Awning Company,Inc. Client: Optical Outlet � ' 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.: 60144 , Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty Florida P.E. License No 80640 0.2500 IN DIA DFS'T-ANCHOR' OR 3/8" DIA MALE TYPE DFS'LIBERTY ANCHOR' OR 0.2501NCH DIATHREADED ROD EMBEDDED 2 INCHES INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE IN MESH SCREEN TUBE HOLLOW CORE CONCRETE BLOCK OR 0.250 INCH DIA. HILTI HLC SLEEVE ANCHOR EMBEDDED 1.00 INCHES INTO SHELL OF I HOLLOW CELL CMU OR RED HEAD BRAND TAPCON ANCHORS:0.19 IN DIA X 1 IN EMBEDMENT HILTI HLC OR SIMPSON STRONG-TIE SLEEVE- ALL SLEEVE ANCHOR,0.3750 IN X 1.5000 IN EMBEDMENT I OR GROUT-FILLED CONCRETE BLOCK 0.375 IN THREADED ROD EMBEDDED 3.375 IN INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE 4 of 5 3/8/17 - � : THOMAS Structural Calculations � i Sign&Awning Company,Inc. Client: Optical Outlet � ' 4590 118th Avenue North Project Identity No.:75807 Clearwater, Florida 33762 Design No.: 60144 Florida Certificate of Authorization No.31751 Prepared by:John F. Dougherty / Florida P.E. License No 80640 RED HEAD BRAND TAPCON ANCHORS: 0.1875 IN X 1.00 IN EMBEDMENT OR 'HILTI HLC' OR'SIMPSON STRONG-TIE SLEEVE-ALL'SLEEVE ANCHOR,0.2500 IN X � SOLID CONCRETE 1.1250 IN EMBEDMENT � OR 0.375 IN THREADED ROD EMBEDDED 2.250 IN INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE HILTI HLC SLEEVE ANCHOR,0.25 IN X 1.00 IN EMBEDMENT OR BRICK MASONRY 0.250 IN THREADED ROD EMBEDDED 3.250 IN INTO DRILLED HOLE FILLED WITH HILTI HIT-HY 10 ADHESIVE IN MESH SCREEN TUBE 5 of 5 3/8/17