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HomeMy WebLinkAbout20-354 D _ .i o oH� ` . ._. City of Zephyrhills PERMIT-:NUMBER` 5335 Eighth Street Zephyrhills, FL 33542 BARk-000354-2020 f~ r Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 07/27/2020 Permit Type: Add/Alter (Residential) Property.Number Street'Address;"= 24 26 21 0110 00000 2730 3176 Nubbin Ridge Ln Owner Information, .. Permit Information Contractor Information`° . Name: ROBERT HOOVER Permit Type:Add/Alter(Residential) Contractor: LIGHTNING ALUMINUM INC Class of Work:Add/Alter Residential Address: 3176 Nubbin Ridge Ln Building Valuation:$4,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$4,500.00 Total Fees:$93.75 Amount Paid:$93.75 Date Paid:7/27/2020 11:04:34AM Project Description INSTALLATION SCRN RM ENCLOSURE S/ROOF&FOOTERS 264 SQ FT Application Fees Building Permit Fee $62.50 Building Plan Review Fee $31.25 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. "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." 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. Y:F!� CONTRACTOR SIGNATURE PE r IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �. City tY of Ze h rh i t is p Y PERMIT`.NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000364-2020 Phone: (813)780-0020 +; Fax: (813)780-0021 Issue Date: Permit Type: Add/Alter (Residential) Property..Number Street Address 24 26 210110 00000 2730 3176 Nubbin Ridge Ln Owner Information Permit Information Contractor Information Name: ROBERT HOOVER Permit Type:Add/Alter(Residential) Contractor: LIGHTNING ALUMINUM INC Class of Work:Add/Alter Residential Address: 3176 Nubbin Ridge Ln Building Valuation:$4,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Mechanical Valuation:$0.00 Phone: Plumbing Valuation:$0.00 _�:W O Total Valuation:$4,500.00 . Total Fees:$93.75 Amount Paid:$0.00 a� � `a.•..`e frrpsU uQX Date Paid: ; I _ 3 Project Description INSTALLATION SCRN RM ENCLOSURE S/ROOF&FOOTERS 264 SQ FT Application Fees Building Plan Review Fee $31.25 Building Permit Fee $62.50 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. "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." 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 PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER r City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: �p Denied w/the below comments: ❑ el- QC, SkIl 6e A This comment sheet shall be ke i the permit and/or plans. J Kalvin Swi — ans Examiner e XContracto`?and/or Homeowner (Required when comments are present) INSTR#20201 1 1 1 74 OR BK 10135 PG 24V8 Page 1 of 1 07/13/2020 09:20 AM Rcpt:2181071 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No 214—J(a-.21 61(0—ow0j)-21.?b NOTICE OF COMMENCEMENT �1�Yida county of Offimmo4ofPa5r ) THE UNDERSIGNED hereby gives rptico tlaf trmnprovemerd wBl be made ro certabn real propety,and in a000rdarnce with Chapter 713,Florida Sfabdea, the fabxring iniomatfen is provided In this Notice of Commencement /f 1. Desatptcn of Property.Panel Identification No.t4-, f�Ln 1Ll y(x PMsc 2 P B 7-I PCI I D2 LOT 1'3 Street A iA i t Ln' 2 Greene,Desaipdan o<4npravamerd C�� YaOI 3. Owner Indomnation or Lessee information if fie I.rssee-ceded for the laVrove ant ilol tti- N oo4 u 3I �i I i1.g hv� jin ILL State Addres cay Interest in Property: Name of Fee si mple rdlehddw.. Address City - State 4. Contractor: N�trine Awn6n%101 PO be'>< Z66194 T Tampa, Address city stem Canfract etTetephareNo.: S. surety:�f! . Address City Stele Amount of Bond:b Telephone No.: 6. Lender N 1 A Namb Address City State Lender's Telephone No- 7. Persons w thin the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7).Florida Statutes: Name Address City State Telephone Number of Dw4pate i Pow n: B. In addition to himself,the owner designates of to receive a copy of the Liernoes Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. -- - - � (thaen�tr'AOon-dateimmy'troCbe'betae'iheZ�rmptets'in oT�n�'md'fGnal"PeYoe�ir tri ffie-"� . . •-_- contractor,but veil be one year from the data of recording unless a different date Is spedw: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CWIPTE.713, PART 1, SECTION 713.13. FLORIDA STATUTES,AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penally of perjury,I declare that I have read the foregoing notice ennt and that fie furls stated Ummin are true to the best of my Imowfedgo end taelfef. L� LL.�- �f u l�0 STATE OF FLORIDA -I 7 �VF COUNTY OF PASCO dra Slipre of owner or L.esse�.or Owners or Lessee's Auftroad ofFicedDireetnAPadre"Manager i n Slgnetoys TtwotAee p o m The foreg®tg instrument was admowtedged before me thus L day of_JAN.1 20�g 6y o'Ip�-rt O�V tY (type of authaft.e.g.officer,trustee,attorney in fad)forco .. D is c vA ( f of whom inshwnent was executed), C3m Personally Known❑� idenUfigtlon� Notary Signetroe . <re a tY1 N m f,N.'< Type of Identification Produced Name(Print) mo »> NX > A>?o-n m tvON y-4-. to C. wpdata&cs1irotlwcorn neneercenLpcO53098 . - l I I II I I' i' I� I STATE OF FLORIDA, CAUNT Y OF pASCA THIS IS TO •� • ' r ° CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT I FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THiS ,. • O & • t NiK I ALVAREZ- BY L G K&COMPTROLLER asit;; DEPUTY C IERK 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting d Ownees"Naine OwnerPhone:Number,- Owner's=Address : 3("� 14 t OwnerPhone:Number " Fee Simple TitieholderName Owner.Phone'Number Fee Simple Titleholder Address JAB ADDRESS 1 u 4 re �.i 1- • rk;I IS �L 3 4 "LOT# 73 SUBDIVISION 'L E r_ PARCEL.ID# :•2 ,-. - (OBTAINED FROM PROPERTY TAX NOTICE) WORK<PROPOSED - e NEW.CON$TR 8 ADD/ALT Q;; SIGN 0 C]: DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR' 0 COMW OTHER, JQ1,v TYPE OF,CONSTRUCTION 0 ''BLOCK 0_` FRAME' STEEL ' 0 DESCRIPTION dF WORK W SG P o 60� W I Of 6 MOT Oec- (beW Zic_ b l BUILDING.SIZE �— SQ FOOTAGE 2-6 HEIGHT �� =BUILDING $ VALUATION OF TOTAL CONSTRUCTION, =ELECTRICAL-; $; AMP.SERVICE Q;. - PROGRESS-ENERGY 0 W.R.E.C. QPLUMBING .7, f — L [MECHANICAL VALUATION OF MECHANICAL INSTALLAT O ', $ N' =GAS = ROOFING Q_. SPECIALTY:: OTHER- x FINISHED Fi:00R ELEVATIONS FL'OOD:ZONE"AREA- BUILDER COMPANY - L.; �/� .r'• `� n?•!Q I V.(n i..^J (+l�.s;' SIGNATURE :REGISTERED;-. F.. a URREt•,y: .s; Y.L;NaNt 3t Address PO 6 O /' License,#:TJ`.Gr✓ I_��(�Oi f Q) ELECTRICIAN COMPANY SIGNATURE': REGISTERED I Y/.Ns:_ LXLN Address License'# R-LUMBER COMPANY :SIGNATURE REGISTERED Address License# 1 MECHANICAL COMPANY SIGNATURE REGISTERED Y'/-W;?�' •FEE'CURREN` Y/:N:_ '•.�j Address License#: OTHER. COMPANY IGNATURE ;REGISTERED Y/N,:-:•:-. _FEE CURREA Address License:#,- ... , RESIDENTIAL Attach:(2);Plot;Rlans;:(2);sets of iuilding Plans; gf,Snergy Forms;R -W rO -,ermit for new.construcdon, Minimum ten(10)working'days`after'submlttal`date:'Required`onsife;Corisfructlon'Plans,Stormwater Plans w/Silt Fence installed,, . Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsilarge projects CQMMERCIAL 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:aftersubmittal date.-:Required;onsite,Construction Plansi-Stormwate'r Plans•w/.Silt Fenceanstalled, Sanitary Facilities&I dumpster.Site Work Permit.for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)-sets of'Engineere&P.lans: "PROPERTY.SUR\EY-required for.all.NEW'construction. ------------------ •"Directions: ' Fin out application completely. Owner&Contraictorsign.back-of applicadon,-notarized_- If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) " Agent(for the contractor)or Power of Attorney(forthe owner)would be someone with notarized lefter from owner authorizing same OVER THE COUNTER-PERMITTING- (copy'of•contract-required) Reroofs If shingles Sawers Servlce`Upgrades-A/C Fences`{Piot(Survey/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 more restrictive thanCounty regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. I„ UNLICENSED CONTRACTORS.AND`CONTRACTOR RESPONSIBILITIES: "If"'the owner`has hired:-a`contractor'or, contractors-to undertake work, they maybe required--tor- licensed in.accordance w►ith.state and:local regulations: Iftthe contractor is not licensed as required by.law, both the'owner and contractor,-may.-be cited'for 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_Divisiort=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 Transportatiomlmpact Fees,-andRecourse 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 under.signed;also;.understands,-that's iclildes; 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., wif theyproject does.1,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.,prio.Gto,permit:issuance in,accordan'ce:with applicable Pasco County ordinances. , CONSTRUCTION.UEN LAWS(.Chapter-713;FIoriiia Statutes,as amended): ,If,valuation:of work-is:$2,500.00 or:more,..l certify that I, the-applicarit, have beeri'lprovid6d-with-a•copy of-the "Florida Construction:Lien Law 'Homeowner's Protection Guide prepared by the Florida-Department of Agriculture and Consumer Affairs. -If the applicant.,is:.someone other than the"o 'her A certify=tla H:have':obWftdd'a copy of.th6:dbove.described document and-promise'in.good faith to deliver it to the"owner"prior to commencement,:•:.�',,,. CONTRA"CTOR'SLOWNER'S"AFFIDAVIT-Inc„e`,itify;;that;all4the Information,:in;this.applicatiomiSr accurate and that all;work will be done in compliancewith all-.'applicable laws regulating construction; zoning=and-•land development. Apo Ica tion':is hereby-.made.to .obtain,a -permi i to do work,:tariff instaI14Q r•as�"lndicated. I G certify that no work:or installation`has commenced prior:to,.i$suance of..a..perm it:and that-all.work will,be.performed-to="meet,standards of all laws.regulating ... r 1r. , I :�. r rt P1J r construction;'�Gounty:;and''°City codes; zoning regulations;; and,:1961,tlevelgpment"regulations 'in the.jurisdiction:': f.also certify that'Ivndecstand that the regulations'of'other:;government::agencies:mayapply to the-intended work,.and that it is my responsibilityto�identifywhat'actions I must,taketo.be-in,,compliance..;Such,agencies,include'butare notlimited:.to:- Depart66ht of:Environmental Protection-Cypress:^Sayhea(ds;'1Netland:Areas.:and, Environmentally Sensitive Lands;;W.aterM/astewater Treatm ents:.i Southwest Florida Water Management District=Wells, Cypress: Bayheads, Wetland Areas, Altering Watercourses. . Akirly Corps of Engineers-Seawalls; D:obks,.Navigable",Wafer"ways:-' Department of Health & Rehabilitative Services/Environmental1Health­UNt-Wells; Wastewater.Treatment, Septic.Tanks. -' US'Envltonmental:Protection Agency=Asbestos,abatement. Federal Aviation Authority Runways: I understand.that th0 Ifollowing.restrictions.applyto;the .use of fill: Use'offill�is'not allowed'in Flood Zone6'fW unless expressly permitted. - If the'-fill .material is to be used in Flood Zone "A", it-is irdeirstood that a.drainage plan addressing a "compensatingevolume""'%ilybe`submitted attime'of'permitting-which'is prepared bya:professional.engineer- ` licensed by ttie;Stafe of Florida. If,th6-fill.material.is to.be, used.'in,:Flood:Zone °A"`in connection with a permitted building using stem vall. construction;!1-certify':tiiat till-will'be used'only t6:fill the-area within-the stem.wall. If fill:-rnatetial'is .to be-.used.,in any area, I certify that use of such fill wily not'adversely affect adjacent prop.erne's. :.lf`ajse':of fill:is.found.to adversely affect-:adjacent properties,.the-owner may be cited for violating the conditions ofahe building'permit issued.under the:attached.permit application, for lots'less than one (1). acre:wfiicH;?ard elevated by..fill,an.engineered drainage;plan is required. If I am:tLi`e:;AG.EN'1?FOt,'>tW`EtdhVli'NER;`I promise in good faith.to inform:the:owner„of the permitting:conditionsset forth:in this -truction. I understand:,that-a separate permit maybe required for.electrical work, plumtiirig, igns;;lii ells: .poois;;Kair.conditioning,.gas, or other:i►tistallations.not°specifically:included in:.,the application. A and'.not as authority to violate, canc permit`issched=shall:;a a:cotistriledito,:be a license to proceed.with:-thrywor ek' el, alter,.or . set aslde'a'eh.' roviio`ns-:ef ithe`stech:ii_ical:.codes, nor s'halFissuance permit:prevent.the Building Official from:ahereafter,; Y.p . . , _ requiting.:a-cbri'ection of°:errors in plates;;construction or violations-of-anylcodes: Every permit'issued shall become invalid unless:tl'e vVortc.'autlaoFized?bysuch permit is commenced within six months of,permit issuance, or if work authorized,by, the perrntt s'suspen'ded.dr"abandoned?fo"r.avoriod of six,,(6)months.aftertthe`timettee Workii- commenced: An.eztension may be.sequesteds;in:-wtiting, from th'e;B,wilding:.Official-for.a^speriod1not to exceed ninety(90).days ande will demonstrate . r justifiable cause for:the extension.=If work ceases"fdr ninety(90)'consecutive' days,the job is considered abandoned. WARNING•TO OWNER:-'•=YO.UR FAILURE'TO:RECORD A-NOTICE-OI<.,C.OMMEN.CEMENT MAY..RESULT ilN..YOUR PAYING`"NVIC "FOR`:ihVlpROIfEiVI N `S' O``YO.UR?rPROI ER'Tlf~::s'II'Y.dU3IN'f~ENI�'`TO'4dE7AIN-FINANC(ING '.CONSULT' WITHXQUR?LENDER-_O9 AN`A7`t`dRk BE .ORE'REC RDINC:YdOWN6 d?Ey`OF�COMMENCEMENT:--- -- ---- —: FLORIDA JURAT'(F:s.1`l7.03)`` OWNER OR AGENT CONTRACTOR Subscribed and sworn to(orlaf thied)beforeme'this Sabscd6ed,end om:t! r a ed)before,me this by :.,by, Who Is/are personally known to me or has/have produced Who is/are personally known to_me:onha /have produced as identification. 'as'Identification. . Notary Public Notary.Public F; Commission No. Commission No. Name of Notary typed,printed or stamped Name of•Notary.typed,printed or stamped CONTRACTOR: Lightning Aluminum, Inc. DESIGN CRI TERIA: Applicable Codes Regulation and Standards 1. The Florida Building Code 6th Edition 2017 specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Part 1—A and 1—B of the Aluminum Design Manual I 2x3 prepared by The Aluminum Association, Inc. Washington, 2x4 D.C.,2010 Edition 3. ASCE 7-10. 8' • 8' 2 x 5 2x3 Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1 . 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3 and Table 1609.3.1 Equivalent Basic Wind Speed.140MPH 24' V—ultimate Exposure Category, Paragraph ,6Pa.a.Paragraph Ch 8' {, 8'— .{ 3. Building Category for Aluminum Structures, Paragraph � �6' 118' ' 1 8' 2002.6: Building Category 1. Specifications The following specifications are applicable to this project: 2x2 2x2 2x2 1. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners ore required to be SAE Grade 2 or better 1 i' 3" COMPOSITE 11, zinc plated. ROOF 3. #10 screws 6" from ends and 24" center to center. FLAT 4. Door location shall be determined by contractor in the 2x4 _6' I SCREEN _6 2x4 field. I ROOM WIND ZONE FOR MANSARD BEAMS @ 140mph VULT VOLT ti (Ultimate Design Wind Speed) HOUSE SelfMoting Beams Gauge Span Support Spacing SCALE 1/8 = i'-0" 2X4(sMe) 0.044 Up to 14'-8" Up to 8' " 2X5(sMe) 0.050 Up to 18'-2" Up to 8' 2X6(sMe) 0.060 Up to 25'-4" Up to 8' 2X7(SMe) 0.060 Up to 28'-4" Up to 8' 2X8(sMe) 0.080 Up to 35'-6" Up to 8' REVIEW DATE JUL 1 3 2020 2x9( +B) 0.080 Up to 39'-4" Up to 8' CITY OF ZEPHYRH PLAN EXAMINER WIND ZONE FOR METAL COLUMNS @ 140mph VUL T VULT (Ultimate Design Wind Speed) SelfMoting/Hollow Gauge 9 Column Height Range 9 9 LL WQp< �`' SHALL COMPLY WITH PREVAILING 2X4 0.050 Up to 10'-4" CODES FLORIDA BUILDING CODE, 2X5 0.050 Up to 12'-8" NATIONAL ELECTRIC CODE, 2X6(sMa) 0.055 Up to 16'-5" AND THE CITY OF ZEPHYRHiLLS 2X7(SMe) 0.062 Up to 19'-8" ORDINANCES 2X8(SMB) 0.072 Up to 23'-6" I HEREBY CERTIFY THA T I HA VE REVIEWED AND SUPERVISED THE ATTACHED DESIGN WIND ZONE FOR PURLINS AND RAILS @ 140mph VULT AND FOUND IT TO BE IN COMPLIANCE WITH NTi VOLT — (Ultimate Design Wind Speed) THE 2017 F.B.C. REST A 6TH E 1Tl N Hollow Sections Gauge Span 2X2 0.044 Up to 7'-1 D" CONTRACTOR 2X3 0.045 Up to 9'-1" RICHARD G.MARCEAU, P.F.(#64466) PROJECT ADDRESS (� SONEY FM LLC, CA//9746 ------------------------------- 2X4 0.050 Up to 10'-4" ROBERT HOOVER RICHARD G.MARCEAU, P.E. 64466 LIGHTNING ALUMINUM, INC. CORY LAKE CO PROFESSIONAL CENTER 3176 NUNNIN RIDGE LN (# ) 2X5 0.050 Up to 12'-8" 10329 CROSS CREEK BLVD. STE P SONEY FM LLC, CA#9746 P.D. BOX 290144 ZEPHYRHILLS, FL 33540 TAMPA, FL 33647 CORY LAKE PROFESSIONAL CENTER TEMPLE TERRACE, FL 33687 813-984-1185 '° # 715-781-1822 PASCO COUNTY 10329 CROSS CREEK BLVD. STE P A- 1 TAMPA, FL 33647 Ph.# 715-781-1822 PLAN ALUMINUM MEMBERS DIMENSIONS GUSSET DIMENSIONS 1/8" 16 X 6 FOR 2x8-2x10 BEAM PURLIN HOLLOW SECTIONS SELF MATING (SMB 16 X 4 F R 2x4-2x7 2X2:2'X2'X0.044" 2X4 SMB: 2'X4"XO.044"X0.100" D sMs i 1/4"O.C. SCREWS VARY BASED 2X3:2"X3'XO.050" 2X5 SMB: 2X5"X0.050'"X0.100" ON SIZE of BEAM 2X4:2'X4'X0.050" 2X6 SMB: 2'X6"XO.055"X0.120" • ` i BUT TO MAINTAIN 2X3__. 2x3-. 1,4"D.D. o 2X5:2'X5'X0.050" 2X7 SMB: 2'X7"X0.057X0.12D" + � o o e • .� �' 2X8 SMB.• 2'X8"X0.072'"X0.124" O • ., ` OPEN BACK SECTIONS 2X9 .SMB: 2'X 1 D'XD,092"X0.398 y • RECEIVING CHANNEL 1X2: 1:X2"XD.040" W/2#10X3/4"INTO RECEIVING CHANNEL GIRT EACH SIDE& (3) W/2#10X3/4"INTO 1X3: 1"X2"XO.045" #IOX3/4"INTO 2 X 3 GIRT EACH SIDE& (3) .,UPRIGHT 2x4 - 2xIO SELF-MA77NG BEAM - NOTCH ,#70X3/4"INTO 2 X 3 SIZE MAY VARY FOR UPRIGHT SNAP SECTIONS a o w/MIN 3/4"D.c #IOX3/4' 2X2 Snap: 2"x2"xO.045""xO.045" EXTERNAL GUSSET DETAIL 2x3 Snap: 2"x3"xO.050 SCALE N.TS. UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECTION DETAIL 2x4 Snap: 2"x4"x0.045" SCALE N.TS. SCALE N.T.S WIND PRESSURES: FROM TABLE 2002.4 FBCX (9)#70 3/4 SMS SCREWO24 D.C. 1/8"PLATE (2)-#70"X 2'SCREWS 1/8 S. HORIZONTAL (WINDWARD) 27PSF ON 45'ANGLE "S.S. CABLE S REW X 2" THRU EXTRUSION SCREW 24"D.C. HORIZONTAL (LEEWARD) 21PSF 2" WIDE EXTRUDED (2)-#10"X 2"SCREWS GUTTER BRACE AT THRU EXTRUSION EACH BEAM • ' W/(2)-#8 X 3/4' 2" WIDE EXTRUDED VERTICAL (SCREEN SURFACE) 8PSF GUTTER BRACE AT VERTICAL (SOLID SURFACE) 23PSF EACH BEAM • W/(2)-#8 X 3/4' 4"SLAB MIN. �• Y • f • (2) 1/4 X 2 7/4" TAPCONS 500 PSI CONC WWM OR f7BERMESH © • CABLE CONNECTIONS AT FOUNDATION CABLE CONNECTION AT CORNER ® SCALE N.T.S. O NUMBER OF SCREWS SCALE N.T.S. ,#10X3/4 PATTERN TO VARY • "INTO SCREWS TO MAINTAIN 1-1/4"C/C RECEIVING CHANNEL NUMBER OF SCREWS PATTERN TO VARY (3) 12X4"S.M.S. WITH #10X3/4'INTO SCREWS TO MAINTAIN 1-7/4"C/C RECEIVING CHANNEL WASHER, PER PANEL GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL 10X3"S.M.S. THRU SCALE N.T.S 0 PURLIN COMPOSITE GUTTER BRACE & ANGLED FASCIA BOARD FASCIA INTO ATTACHMENT DETAIL RAFTER TAILS ROOF PANELS SCALE N.is. 2 JC®X7/8"ANGLE W/ (2)—#10 x 3/4"EACH FACE SELF—MATING Req. for Each Load Bearing RECEIVING CHANNEL O Post Connection BEAM SIZE x 4" GUSSET 1/8" THICK E • • INTO• • INTO EACH FACE • • #10 x 3/4" TEK MIN 4"SLAB 2500 PSI • • 0 2"O.C. CONC w/f7BERMESH • • I'x 2"O..8.8ASE PLATE IS • RECEIVING CHANNEL 10X3/4"S.M.S. W/2#IOX3/4"INTO BEAM 10"on center top and bottom 1 1/4•MIN CON COLUMN ANCHOR EMB£ NT OVERLAP SPICE DETAIL EACH FACE& (3) #70X3/4"INTO BEAM SCALE N.15. COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT PURLIN OR GIRT TO BEAM OR POST DETAIL AND COMPOSITE ROOF TO LOAD-BEARING WALL SIDE VIEW SCALE N.TS. FL. PRODUCT APPROVAL FL7561-R4 - EXP.12130f2022 O SCALE N. S. Q L1 / HEREBY CERTIFY THA T I HA VE RE VIEWED AND SUPERVISED THE ATTACHED DESIGN X - DOES NOT APPLY TO THIS JOB AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 F.B.C. RESID NT/AL TH ED TION PROJECT ADDRESS .j . . 1"X 2"BASE PLATE .MAX 7 O.Lw ' •.: ANCHORED CONC. _-iL �✓o CONTRACTOR RICHARD G.MARCEAU, P.E.(#64466) ROBERT HOOVER ° ' a:. .' * MAX 24? 7/4" TAPCONS --------------------446 SONEY FM LLC, CA//9746 3176 NUNNIN RIDGE LN RICHARD G.MARCEAU" P.E.(#64466) LIGHTNING ALUMINUM, INC. CORY LAKE PROFESSIONAL CENTER ZEPHYRHILLS, FL 33540 FRONT VIEW SONEY FM LLC, CA#9746 P.O. BOX 290144 10329 CROSS CREEK BLVD. STE P PASCO COUNTY CORY LAKE PROFESSIONAL CENTER TEMPLE TERRACE, FL 33687 TAMPA, FL 33647 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS 10329 CROSS CREEK BLVD. STE P 813-984-1185 Ph.# 715-781-1822 SCALE N.T.S. TAMPA, FL 33647 A-2 Ph.# 715-781-1822 DETAILS (2) 1/4'0/AM. BY 3 1/2" THRU BOLTS • "HEIGHT MAY VARY BUT IOX3"S.M.S. THRU (3) PER/PAN 4 .M.S. MAINTAIN 24"D.C. 10X3/4"S.M.S.10" FASCIA INTO O.C. INTO GUTTER 3 1/8X1 1/2"X 1/8" ALSO INTOROOF PANELS • RAFTER TAILS L/1 CARRY BEAM 1x2 O.B. WALL PLATE 24 ON CENTER BASE W/(2) 1/3"D/AM. • —MASONRY WALL — 3X3"or 4X4" 3 � 1/4 x 2 1/4 TAPCONS. COLUMN MAX. 24"D.C. TAPCONS OR EOUIV. • Z —WOOD FRAME— o NO. OF SCREWS X70 x 2"SCREW 24"O.C. OST W. (2) 1/4"DIAM. PATTERN TO VARY SCREWS TO MAINTAIN • 3 1/2" THRU BOLTS FOR 3X3 1 1/4"C/C iOX3/4"S.M.S. OR 4 1/2" THRU BOLTS FOR 4X 0 3 PER PAN COLUMN- - - - I © a FRONT VIEW SIDE NEW i a ATTACHMENT TO HOUSE WALL - PAN ROOF HEADER TO FASCIA ATTACHMENT SCALE N.T.S. COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM AND PAN ROOF TO LOAD-BEARING WALL SCALE N.TS. SCALE N.T.S. 3X3 OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE N.T.S. 2 X1r X1/8"ANGLE W/ 3"HEADER • • (2)—/10 x 3/4"EACH FACE SELF—MATING 10x4" KITH • • Req. for Each Load Bearing NED WASHER • • Post Connection • SIDE NEW TOP NEW N • • RECEI NNG CHANNEL • • W/(2)f/1Ox 3/4' • , 5 N {10x3/4 INTO • • INTO EACH FACE CARRIER BEAM 3"COMPOSITE RECEIVING MIN 4"SLAB 2500 PSI • ROOF BEAM ¢ CHANNEL • • (SIZE MAY VARY) (SIZE MAY VARY) m 4X4" CONC w/FIBERMESH }"x 2"O.B.BASE PLATE ROOF BEAM • 2x4"— 2"x10' 2"x4"— 2"xlO" � COLUMN 1 1/4"0/C PAVERS (SIZE MA Y VARY) • w _:. rx IN.+ 2"x4"— 2'x10" •,Y,' .1.Y. •.Mtl�.G101{C . f FRONT e/4 CK EMBF�DAI T RECEIVING CHANNEL • v 3x2 (2) 1/4"DIAM. BY • HEW 4 1/2" THRU BOLTS Y:•:•' s:.. W/2/'10X3/4"INTO BEAM SIDE VIEW EACH FACE& (3) • R£CElNNG CHANNEL #70X3/4 INTO BEAM • ti w//f 10x3/4 RECEIVING CHANNEL MAINTAINING 1 1/4"O.C. 2 1 8" SIDE DIAGONAL WIND BRACE TO BEAM CONNECTION 3x2 NEW O OR 2x3 PATIO CONNECTION •NO. OF SCREWS PATTERN TO 7'O.C. 24" SCALE N.T.S. VARY BASED ON BEAM SIZE O.C. MAX 4X4" X - DOES NOT APPLY TO THIS JOB SCREWS TO MAINTAIN 1 1/4"0/C SUPER N(N N TO FSCREVARYCOLUMN GUTTER 4 - 10x3/4 PAVERSROOF BEAM TO CARRIER BEAM CONNECTION SMS PER TO MAINTAIN SCALE N.T.S. CONNECTT/ON O/C •'YY. 1"X 2"BASE PLATE CONTRACTOR1/4"x 5" TAPCONSANCHORED CONC. 1/4"X 2 1/4"TAPCONS MAX 24' LIGHTNING ALUMINUM, INC. KNEE WALL DETAIL AT GUTTER FRONT VIEW P.O. BOX 290144 SCALE N.T.S. BEAM TO 4X4 COLUMN 2"X 4" OR LARGER UPRIGHT TO DECK W_PAVERS DETAILS TEMPLE TERRACE, FL 33687 SCALE N.T.S. SCALE N.T.S. 813-984-1185 SCREEN ENCLOSURE FLOOR SYSTEM HOUSE WALL EITHER STUCCO/BLOCK RICHARD G.MARCEAU, P.E.(#64466) OR WOODFRAME SONEY FM LLC, CA#9746 • CORY LAKE PROFESSIONAL CENTER 16'BLOCK STEM WALL 10329 CROSS CREEK BLVD. STE P • 3000 PSI (MIN) 3000 PSI (MIN) W fil DC DOWELED INTO FOOTER TAMPA, FL 33647 • 1/4 x 2 1/4 TAPCONS Ph. 715-781-1822 TO MAINTAIN 2'D.C. W/(1) #'5 CONE 8"X 8" W/(1) `5 CONT. # OCHAIIEL FOR STUCCO/BLCCKl HEREBY CERTIFY THAT / HA VE REVIEWED AND SUPERVISED THE ATTACHED DESIGN x'10 x 2"SCREWS I"D.C. •" ir, • � -` GRADE AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 F.B.C. RESID TlA TH 1 /ON FOR 4tKTOD r:". 'v :, 8"WIDE x 8"DEEP , Q[Q/( CONVENTIONAL CONC FOOTER PROJECT ADDRESS SCALE N. S. 2 1 W/(1)15 CONT. LAP NUMBER OF SCREWS SPLICES M 8IN. 25"& TIEPATTERN TO VARY CONTINUOUS FOOTING DETAIL l W/W1R£• TIP• B PERIMETER" /C ROBERT HOOVER INSTALLED BY POOL COMPANY 3176 NUNNIN RIDGE LN T. SCREWS TO MAINTAIN 7-1/4 C RICHARD G.MARCEAU, P.E.(#64466) ZEPHYRHILLS, FL 33540 SONEY FM LLC, CA#9746 PASCO COUNTY HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL CORY LAKE PROFESSIONAL CENTER SCALE N.T.S. 10329 CROSS CREEK BLVD. STE P A-J J TAMPA, FL 33647 DETAILS Ph.# 715-781-1822