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HomeMy WebLinkAbout20-1161 .© f r�n oA City Of Z@phyt"fl1IIS PERMITpNUMBER :f 5335 Eighth Street ;. . Zephyrhills,.FL 33542 BAR-001161-2020 _ Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 12/16/2020 Permit Type: Add/Alter (Residential) Property..,Number Street Address '` - 14 26 21 0010 00500 0030 4939 16Th Street Owner Information Permit Information ; Contra—& Information Name: JOHN&GWEN COMPTON Permit Type:Add/Alter(Residential) Contractor: B & H CONSTRUCTION OF Class of Work:Add/Alter Residential CENTRAL FL. INC. Address: 4939 16Th St Building Valuation:$14,600.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)782-8137 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 �n Total Valuation:$14,600.00 1 ` Total Fees:$169.50 Amount Paid:$169.50 I Date Paid:12/16/2020 11:13:10AM Pro e6fbescKiption. SCRN RM CONSTRUCT W CONCRETE Application Fees Building Plan Review Fee $56.50 Building Permit Fee $113.00 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 813-780-0020 City of Zephyrhills Permit Application Fax=813-780-0021 Building Department . e Date Received �� — phone Contact.for Permitting 813 782 1064 .I€'€€€€€.€ € €€€ €.€ - Ownees Name Compton, John Allen &Gwen N. Owner Phone Number 813-782-8137 Owner's Address 4939 1.6th-Street Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 4939 16th-Street Zephyrhills, Florida 33542 LOT# SUBDIVISION PARCEL ID# 14-26-21=0010-00500-0030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR® ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR . PROPOSED USE SFR Q COMM = OTHER TYPE OF CONSTRUCTION Q BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK Screen Room & Concrete BUILDING SIZE 12'X161 SQ FOOTAGE 192 HEIGHT ®BUILDING $14600.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICEPROGRESS ENERGY = W.R.E.C. =PLUMBING $=MECHANICAL $ VALUATIONTALLATION �0& ROOFING SPECIALTY Z1 t7 L� � =GAS o a a OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY B &.H Construction.of Central Florida, Inc. SIGNATURE e REGISTERED Y/N FEE CURREN Y/N Address 4025 Mor is Bridge Road Zephyrhills Florida 33543 License# CBC057782 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L Y/N Address F License# i LIE i.t-111 i i i_1<IF i,i.i 1E'IE i_i 14f 11 i"t i a-i i 1<:II i_i.i.i i'i,1i i.14 i.i.i i_i i.i.i•i i I"i i If i If i.i i,i.i i.1<:_11,i i.1F i.t . RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new constriction, 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,Stonnwater 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(forthe owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs ifshingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs_ROW 8i3-780-0020 City of Zephyrhills Permit Application Fax-s13-7so-oozi Building Department; 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—Licerising 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 ...:...,..e 4, in ovistina-buii i . INSTR#2020204422 OR BK 10227 PG 3047 Page 1 of 1 12/03/2020 11:43 AAA Rcpt:2233303 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles, Esq., Pasco County Clerk&Comptroller Pamir!h oft _ Pry lbrmber 14-26-21-0010-00500-0030 NOTICE OF COMMENCEMENT State of Florida County of THE UNDER81 NW hLr 0M trodo0 OW tMWI be node to CM*road p*ft,and In Madamoe trdllt BOOM M13 of the Rolla Stables,IN toTorrbip ttdfo main k PMVW In dice NOTICE OF COOfr1IN UEf r, 1.*940n ofP (t►*W*2bW 14-26-21-0010-00500-0030 a l)Stree((jtab)Addrssar 493916th Street Zephyrhills, Florida 33542 ZOlnOrddmcdpUendF meaba ,;creep Room,—Replace Driveway&Concrete &Ownerkh m ft orLmnbftmudlorr INIis Lm"e0eI m, forth tnlProrallent: a)Nam vidaaitin' Umnfon,John Allen &Gwen N.493916th Street Zephyrhills Florida 33542 b)thWud MOM oibestmpieBllidiclder(NdR Ownerhate lbis. darnd*NO l eft, s unpupw Owner -- 4Contraadw telonnrat'I — e)NameandaditM Greg Beebe/B&H_Construction of Central Florida,Inc. 4025 Morris Bridge Road Zephyrhills A 33543 b)Telepha m Noz 813-782-1064 For Ne,;ftl Ma. &SW*(dA0=W a ow d ate paymard bond Is eltadmM a)Nuns and eftm. b)Telephone Nb-' -`—— e)Amount of Barret L Lander a)Naerrs and 7.PMOru Wft ffo Stab of Fronde dWWW8d by DOW upon whom WNW other doeunlside miry be selred as provided by Se*n 7213(1)(a)7.,Fbrlain SWullos: sijNeofaandeddraee: _ _ . .��—_ _ _ b)Tefepfrorte Nm- Fier No.: I-RJn addflion Io lrbrlaeliorhws*,Cow de*ng—m --- � to mW e a ixwddre Llerroi✓ *f =Provided In Sermon 713.13 M(bj Florithi$199ee. �T R b)Phona Nwftof Parson or m*ialprnibd by Owli . II.fStpkwm data of nd"Of winammm.1(8E"Phalion data may rat be frelore the oorrrpMm d=Wudm sod bw pafmod to dro aonl I ft,bias VA be 1 from the dds d unless a di f Vill deb le - WARNINO TO OI MK ANY PAYNW6 ti49E BY THE OMER AFTER THE l;7fPBtAT10N OF TIE WnCE OF COMEXCEVWr ARE CONSWEO IKPROPER PAYII M UNDER CHAPTER 114 PART&SEC=T't>f.1%FLORIDA 87ATUTTE,AND CAN RIBULT 01 YOUR PA1(INe TWICE FOR WRO11ENEh11'8 TO YOUR PROPERTY:A NOTICE OF ODBM t7itr IVIUBT BE ItECORCW AND PORTED ON THE JOB SITE BEFORE THE FWW 1119IPECTIDN.IF YOU !ATTEND TO OBTAIN FNANCNIGi, CONSULT WITH YOUR LENOE t OR AN f ATTORNEY BIM CONK SI( $WORT(OR RECOMEgO YOUR NOTICE OF COBNIOICEIIM. j UMer petuliy of pOt)ury,I dardaas died t bare read tlw ferapolri®riodi;s doorerrierroemeint sytd that 9w traits shad tbarrelrt ors true b the lied of my mtdDsrief, IO 7 `--,?d GWGr n I�rro'�Tjh - oforneratmrnq,or a gafiar�eslM�iiDt�croApartiirAarrpK} ntttemeaneRwwSa�ebiyf The forgd.9 hdrulmd wns alda ed barons me oft P-1 day of OG�D foe it .ZOZ o by Gwrl-+ &irg+1011% _ es (YIN axft*-•a.oiem►.lioft rie�IN04fbr —' INarriefP�sen) COS OEOr*.--V41- a..MWWIMnyrtnINQ _..� for Pow cf wV @n beliea orwhom Md uner wa emn6. harsorretly Irriorm (] Piodiroait ID ED Type oilD �1L��iLSs�1 Cln% NolNY8f0rreWre1 rl Prbdalone _. AWLMAWAK COmmiae%in aI FUI 017833 res ''*w�F•�etTMrT rsMiq �eD03✓�TOfO £sfihnr, �G, .701 qgi Fyn Part Te:�k fgnctafe Cor9 p�'o+7 i)-'I•as Stale: ,�i;;.^T-. r-;""r-"r•�,.e�r .:.-.'i"?'".."'rs'.,wt' .;. �°y..�«urc. ";�'�^3'^m� 'r?gr _ BCIS Home ! Log In + User Registration Hot Topic y Submit Surcharge Slats&Facts Publications Contact Us BCIS Site Map t Unks ] Search Product Approval USER:Public User G��iia'�rFxao. Product Aoaroval Menu>Product or Application Search>Aaalication List>Application DataB zkr:. Z "�"•� FL# FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C! Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek,FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim d k@dokimeng ineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek,FL 33073 (954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Do Kim,P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L.Buckner,P.E.@ CBUCK Engineering Lea Validation Checklist-Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Independence.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products FL# Model;Number or Name Description 7561.1 Aluminum/Aluminum Composite 37476"x0.024"xlib EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL7561 R4 1I 2017 FBC-Elite Aluminum Coro-Install Approved for use outside HVHZ:Yes Instruct.Ddf Impact Resistant:No Verified By: Do Kim,P.E.PE 49497 Design Pressure:+80/-80 Created by Independent Third Party:Yes Other:In HVHZ,not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection is FL7561_R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf provided.See installation drawing for nominal allowable Created by Independent Third Party:Yes design pressures and spans. Contact Us::2601 Well:Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility. tatement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by tradltlonal mail.If you have any questions,please contact 850,487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public,To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W]®ER Credit Card safe ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x 1 - LB EPS PANELS 3' x 0,032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS DO ICI M (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 ASSOCIATES,LLC NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)l L/80 L/120 L/160 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)I STRUCTURAL L/80 L/120 L/180 L/240 ENGINEERS 10 16.17 15.76 15.03 14410 10 17.50 17-90 16.91 15496 10 19.33 18.95 18.31 17.66 10 2all 20.03 19.42 18.91 20 13.44 13.44 1222 10.35 20 16.64 15.96 14.06 1&16 20 IBUI 17b6 16.36 15.06 20 19.02 19,81 17.58 16.35 30 10.78 10.78 9AI 6.60 30 15.17 14A6 1121 8.36 30 16.00 16.36 14.41 12.46 30 17.93 175E 15.73 13A9 PO BOX 10039 40 9.22 922 6b0 2.05 40 13.69 12.16 8.36 4.56 40 15.49 15.06 12.46 9.06 40 16.83 16.35 13.09 11.43 T-P..FL338I8 50 8.17 837 3.79 - 50 1222 1026 S.SI 0.76 50 14.18 13.76 1D.51 7.26 50 15.74 15.12 12.05 &97 Tet(813)OU4956 60 7.40 6.39 0.98 - 60 10.75 8.36 2.66 - 60 12.87 12.46 857 4.67 60 14.64 13.89 10.21 6152 70 6.81 451 - - 70 927 646 - - 70 11.57 11.16 6.62 2.07 70 13.55 12.66 0.36 4.06 Rw Desttl 00n BO 6.33 2.64 - - 80 7.60 4.56 - 80 1026 9.86 4.67 BO 12.46 11443 6.52 1.60 Q mi M'6 PRODUCT 4' x 0,024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS APPROVAL � (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 10 19.0D 19.00 17.17 16.53 10 20.50 20.50 20.11 19.24 IO 21.97 21.97 2152 20.97 10 24.17 24.17 24.17 24.17 20 15.01 I5.01 15.01 13.95 20 19.61 1924 17.49 15.74 20 20.77 20.77 191S6 18,76 20 23.64 23.64 23AI 23.11 30 12.50 12.50 12.50 11.39 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 N655 30 2257 22,57 21,91 2L0140 10.97 10.97 10.97 880 40 16.72 15.74 12.24 8.74 40 18.36 16.36 16.55 40 2151 21.51 20.39 18,91 50 9.92 9.92 9.44 6.22 50 15.28 13.99 9.62 525 50 17.16 17.16 14.09 50 20.45 20.45 IB.BB 16.9060 9.13 9.13 751 3,64 60 t3.84 1224 7.00 1.7515.96 I5.96 132460 19.39 19.39 17.37 14.70 U)70 8.52 8.52 558 IA7 70 12.40 10A9 4.38 - 70 Id.7S 14.75 IISB 70 I8.33 18.33 1586 12.59 •'-'BO 8.02 8.02 3b4 - 80 1Q9S &70 1.75 - 80 13.55 13.55 9.93 BO 1726 1726 14.35 10.49 ZZ Z d a 6' x 0.024 x 1 - LB EPS PANELS 6' x 0,032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS o W 0)ta- (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°a m � NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET 2 LL d O MAX, ALLOWABLE SPAN TT) NET MAX, ALLOWABLE SPAN (FT) o o LL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o 0 D EL LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD CPSF>' L/80 L/120 L/180 L/240 E Lr-0) U¢W t0 23.00 2124 21.47 20.85 10 24.00 24.00 24.00 23.42 10 2a93 23.93 23.BB 23.60 10 24.00 24,OD 24.00 23.84 U a) 20 IBA6 ]0.06 IBA6 18.06 20 23.31 23.21 2LB2 2022 20 2320 2320 23.03 22A6 20 23.65 2365 23.34 22.84 C cc 1-V 30 15.13 15.13 15.13 15.17 3D 22.I0 21.63 19A2 17.02 30 22.47 22.47 22.18 21.33 30 2LIS4 22.94 22.59 21.05 N j r-)Z 10 13.34 13.34 13.34 -1334-1 40 20.86 20.05 17.02 IaB2 10 21.75 21.75 21.33 2D20 40 2223 22.23 21.85 e0.85 a O Q j 1a- 50 12AD u2.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21402 EL132 20.49 19.07 50 21.53 2153 21.10 19.86 O 6a 11.1] 11.17 ll.l7 8.43 60 18.38 16.89 1222 7.42 60 20.29 2029 19.64 17.94 60 2022 20.82 2036 IB.87 m O V Q Q 70 10.44 10.44 10.30 5.95 70 17.14 15.30 9.82 4.22 70 19.57 19.57 18.79 16.81 70 20.11 20.11 19.61 17.07 W W, U) O BO 9.85 9.85 8.43 3.47 BO 15.91 13.72 7642 1.02 BD 18.84 18.84 17. to 94 1S.6B 60 19.40 19AD I8.07 1628 IL lY W O GENERALNOTES -' LL I. Composite panels shall be constructed using type 3003-HI54 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT WITH CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical2020D ISO grip.Fabrication to be by Elite panel products only in - f accordance with approved fabrication methods. ( x 0 DRAMB1v °"( 'B'2. Elite roof panels maintain a UL 1715(int)class (cXt 00001 0000 0 A. )rating and are NER-501 approved. w CHECKED By. DYK 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code )O O O O O O O O O O C `A. SCAM' A98HOWN 6i6 Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803.Class A interior finish,and D UM A N s -1 DATE VIW12 Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUTTER OR O DRIP CAP load combinations)using the data from the allowable loads tables and spans in this approval. �' S-GPE 4'MAX WIDTH INTERLOCKING Q;•�1GEN$E+�J(( 5. Deflection limits and at lowabte spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used W PANEL(1/4'/rT MIN SLOPE) y r p °o°o°o°o°o°o �� - o31°E317ki6+,P '� in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ o000000000o EPS CORE ILB OR 2LB 00000 p0 - '• FLL REG.NUTABE P. requirements are met. o 0 0 0 0 o as 000 000 y* ltlsl .>4 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for o `IY Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. ALUMINUM BOTTOM o° 7p,1So 1u6 Ass uTs&t7g) P II FACINGS �000 a (V 7. Testing hos been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE 000� O.H. '), 10°'�•'�_ S. Reference test reports:HETI-05-1988,HETI-06-2104,HETI4)6-2066,HETI.06-2105,HETI-06-2067,HETI-05-1002,HETI- 000 SS• ,(.� 06-2107,IiETI.05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071,NETT-05-1994,HETI-05-1991,HETI-06-2072 oO ENGINEER Or RECORD TO PROVIDE O rm,en.e" HETI-06-2073,HETI-06.2074,HETI-05.1996,HETI-05-1989,HETI-05-1993,HETI-05-1985,HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 0 36'MAX IN FRONT 6 25% o"rta em"a r• m Hemp 1990,HETI.05.1997,HETI-05.2037,HETI-05-2029,HEn-05-2039,HETI.05-2030,HETI-0$•2041,HETI-0$-2048,HETI• SUPPORTING STRUCTURE DETAIL BY WA L PANEL TOTAL 00° (or PANEL MAX AT 1SIDES)SIDES ti.. .4 05-2036.HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. THIS OR ANY OTHER ENGINEER. 0 ro1r4a,e ,aem 9. Linear.interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams.Design professionals may include EPS ROOF PANED SPAN DESCRIPTION the stren h of the fan beam to exceed shown figures as part ofsite-specific engineering. SHEET T OF T I'. I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF OX 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESID Tj9�I] TING I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING k PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ®a Qo••soa•_7�/�' IS MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT Q ••. f 14 S ••• 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) ` ,a % APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY •• QQ e IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 3S',AND,SO THAT a Qv 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE / e (� REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT !y STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS ( . S' ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. • /C ®P SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR O•a ��, •�Ui� �� 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 fin••"oeeoo••°• �' .� 60(60 KSI MIN.)DEFORMED 6. ALL OVE P OUR CONCRTT E UP FILLED SPOR EDY BE GE 40 18-B,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. PROFESSIU UI!c ER SEAL 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS NNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: G-185. SCREEN ROOM AND CONCRETE ENGINEER OF RECORD OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" DESIGN DATA: David W. Smith P.E. 3/4". UNLESS NOTED OTHER WISE. AIR ENTRAINING+/-1%-ASTM C 260. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTM C494. E.REFERENCE STANDARDS: NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Thomas L. Hanson P.E. CLEAN POTABLE WATER. ASTM E 119 2. RISK CATEGORY: I OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 3. WIND EXPOSURE: 9. METAL WELDED WIRE SHALL CONFORMTO ASTM A 185. ASCE 7-10 4. INTERNALAL COEFFICIENT:B FLORIDA LICENSE NUMBER:38654 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B SCREEN ROOM(OPEN STRUCTURE):0.0 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, Myron Max Neal 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 S. WIND LOADS: FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. ASTM C150 FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6 ASTM C33 SOLID ROOF(MWFRS): 20 PSF 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 SCREEN WALLS: 23 PSF Joel Falardeau P.E. ASTM C494 COMPONENT&CLADDING PRESSURES: VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 SPALLING OR OTHER DETERIORATION. ASTM A 5 ROOF ZONE 1: 8.9/-21.8 PSF,ZONE 2: 8.9/-36.5 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:70667 WALLS ZONE 4: 21.8/-23.6 PSF, ZONES: 21.8/-29.10 PSF FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL B.MASONRY: 6TH EDITION Erik Stuart P.E. I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL 7. SOLID ROOF TYPE:3"X48"COMPOSITE PANELS,FL 7561 ORE EQUIV. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON FLORIDA LICENSE NUMBER:77605 TYPE M OR S MORTAR. F.ABBREVIATIONS: 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FBC Plans&Engineering 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Services, MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. tInc. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL 6272 Abbott Station Drive Unit 101 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Zephyrhills,0.33542 HEIGHT. 3.UON--UNLESS OTHERWISE NOTED Phone:[813)788-5314 4. CONT--CONTINUOUS Fax:1-(866)-824-7894 C.ALUMINUM: 5.VIP--VERIFY IN FIELD ALUMINUM STRUCTURAL MEMBERS Email:erb@fbcplans.com 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: Website: 9054 www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOYWITH ALLHOLLOW SECTIONS p C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. I. CONTRACTOR AOL SITE WORK S ACCORDANCE WITH APPLICABLE BY LICENSED BUILDING �'� �P K SHALL COMPLY WITH PREVAILING IN WITH BUILDING 2 x 2:-------------- Z"x 217+{E{)yI a DATE: 11/28/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3 x 2:---------------------------------------3"X 200DZ i O> ,IDA SU11 LING CODE, 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 3:---------------------------------------2"x 3" ""' t 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN I .ELECTRIC CODE, DRAWN BY: DENNIS W. DUNE SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 2 x 3:---------------------------------------2"x 3' "qqq]]]"' STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 4:---------------------------------------2"x 4' 5 ' CITY OF ZEPHYRHILLS CONDITIONS. REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 5:---------------------------------------2"x 5' Al C+E FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE RO 1 MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. OPEN BACK SECTIONS INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ® ^� 0 2 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND lx 2:----------------------------------------1"x 2"x 0.040" ` AL1JMr NUM)• MANUFACTURER. 1 x 3:----------------------------------------1"x 3"x 0.045" DEC RO 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD SNAP SECTIONS REVIEW DATE--=.�_�_---- RO 4 SEPARATION. ENGINEERING PRACTICES. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2 x 2 Snap:----------------------------------2"x 2"x 0.045" CITY OF ZEPHYRtL JOB# 20 1125 XXX THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 2 x 3 Snap:---------------------------------2"x 3"x 0.050" E)(AMINE - - USING#12 SPACING MAY BE 24"ON CENTER. H.MISCELLANEOUS: PLAN EXAMINE 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 Snap:--------------------------------- "x 4"x 0.045" SOB NAME &ADDRESS: SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. SELF MATING [SMB] COMPTON SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 4939 16TH STREET VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL Z x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" ZEPHYRHILLS, FL 33542 D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 6 SMB:---------------------- 2"X 6"x 0.050"x 0.120" 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR: WITH ACQ PRESSURE TREATED WOOD. R4SO1.17 IN ITS ENTIRETY. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" B&H CONSTRUCTION FLAT WASHERS AND NUTS. CONTRACTOR. 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDERALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENGINEERS TAPCON.REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE . HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN 16' 20' I COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL AND EXISTING 4' I BUILDING ° ' PROPOSED PROPOSED ®N V'� T O S r®.® 4"CONCRETE PAD 4"CONCRETE PAD ` ss•s •°°A ih "® moo•°�\ °oe.��® / ri I PROPOSED f ° I' °' ,5 EXISTING • 4"CONCRETE SLAB 1 • 9 a '� EXISTING GARAGE • / W/8"X8"FOOTER la:'; : ' 4 'I. ? I CONCRETE ° FOR SCREEN ROOM I .-' ..• °.' I' 3' I ° ST • l� k ; .I 12"#5 REBAR. sss'�4�� ss•`.�:o'` �b� �. • sss I $ y`,! ,.a• a,•.. .ac '.....�.:.,,i. EPDXY AT48NOCN T AD ®� MAX. � 'Sj F .. ' .�,. : ..• °�.' • . I AND 6"FROM EDGES PROF AL •':° : PROPOSED 4"CONCRETE SLAB ENGINEER OF RECORD EXISTING (DEMO EXISTING) David W. Smith P.E. BLOCK STRUCTURE i FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E, FLORIDA LICENSE NUMBER:38654 \ Myron Max Neal FLORIDA LICENSE NUMBER:86663 _ _ _ _ _ _ _ _ _ _ _ _ Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 N FBC Plans &Engineering Services,Inc. EXISTING 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 BLOCK HOME Phone:(813)768-5314 ni Fax:1-(866)-824-7894 EXISTING Email:erb@fbcplans.com CARPORT Website:www.fbcplans.com C.O.A.-#29054 DATE: 11/2812D20 DRAWN BY: DENNIS W. DUNN 4 REVISION: DATE: R0 l FOUNDATION PLAN R02 • � a: .. RO 3 R0 4 ° • ° #5 REBAR ¢ JOB# 2O-1125-XXX 4 CONCRETE SLAB a•;� PROPOSED Z a 12" 6"EMBEDMENT AND EPDXY O} JOB NAME &ADDRESS: " " FOR DRIVEWAY INTO EXISTING SLAB WITH ~ v 6"INTO NEW SLAB,6"FROM z¢ COMPTON EDGES AND 48"O.C.MAX, CO a° 4939 16TH STREET ZEPHYRHILLS, FL 33542 (1)#5 REBAR CONTINUOUS, ° • 25"MIN.OVERLAP ALL JOINTS, MI flif ii - PROPOSED ON 3"HIGH CHAIRS CONTRACTOR: 6"CONCRETE SLAB °, FOR DRIVEWAY SCREEN ROOM FOOTER CONCRETE ATTACHMENT DETAIL B&H CONSTRUCTION 18' PLANS AND ELEVATIONS 1 OF 2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDE IT G BUILDING`®%% L'�` 0�'e► EXISTING vategb•s •e�9 S �� BLOCK HOME �`�e�°®��c �e• e� e e • s� ,� a '1�►��EE� a a�e•e•es• � EXISTING PROFESSIONAL DYtNR SEAL BLOCK STRUCTURE E ENGINEER OF RECORD David W. Smith P.E. 2 X 2 X.062"MIN. FLORIDA LICENSE NUMBER:53608 RECEIVING CHANNEL Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 I Myron Max Neal 2X3 2X3 FLORIDA LICENSE NUMBER:86663 PROPOSED ,, n I ' SCREEN ROOM N Joel Falardeau P.E. N 2X3 FLORIDA LICENSE NUMBER:70667 2X3 PROPOSED Erik Stuart P.E. N 2X3 N N I 3"X.024"COMPOSITE PANEL FLORIDA LICENSE NUMBER:77605 (2)2X3 _ _ _ (2)2X3 - ROOF FL 7561 OR EQUIV. 4"CONCRETE PAD FBC Plans &Engineering Services,Inc. 4'-3" 4'-3" 4'-2" 3'-4" 4"CONCRETE PAD 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 16' Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com PLAN VIEW C.O.A.-#29054 DATE: 11/2812020 DRAWN BY: DENNIS W. DUNN PROPOSED 2 X 2 X.062"MIN. 3"X.024"COMPOSITE PANEL 2 X 2 X.062"MIN. REVISION: DATE: RECEIVING CHANNEL ROOF FL 7561 OR EQUIV. 2X3 RECEIVING CHANNEL RD 1 2X3 . uJ 2X3 w 2X3 I : = :: , 2X3 J Of R0 3 Y 2X3 m F- F U C') 2X3 X m F X M r> X EXIST I X in �o R0 4 U - N X X X N N X X X (n N N N N (V N N HOMEr ;2:11I1i. BEYOND r w I w LOB# 201125_XXX ED 2X3 2X3 U) 2X3 2X3 2X3 2X3 2X3 2X3 JOB NAME &ADDRESS: 1X3 1X3 1X3 ---- -- - --- ---- - COMPTON 4"CONC TE SLAB W/8"X8"F OTER 4'-5" 3'-3" 4"CONCRETE PAD 4"CONCRETE PAD 4' 4' 4' 4939 16TH STREET 4'-3" 4'-3" ZEPHYRHILLS, FL 33542 12' KICK PLATE 3' 12' TYPICAL 3'' - r 16' CONTRACTOR: SIDE ELEVATION SIDE ELEVATION FRONT ELEVATION B&H CONSTRUCTION SCREEN ROOM PLANS AND ELEVATIONS 2 OF 2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND F QQQU E IN #10 TEK SCREW AND 1-1/40 COMPLRENE WASHER AT 8"O.C.(USE EDITION ANCF-1� JBC 6TH EDITION jJ A EXISTING SCREW NEOLENGT EQUALLTOCOMPOSITE COMPOSITE PANEL ROOF BUILSI Q epee se°•e• ROOF PANEL THICKNESS PLUS 1"MIN.) �O�e eeee�\Ci tS c4 • ._ EDGE/END BEAM 4 ®e IS THE SIZE ° v� COMPOSITE PANEL ROOF AS UPRIGHT •r • e ' r fl• TE e� • e Q 8 4 ,��•e U FASTEN PANELS TO 0.060 MIN.HEADER of°oeaeo'•ee �9`��� z Y CHANNEL W/#10 X 3/4"TEK SCREW AND 2X PATIO EDGE/END BEAM O 1"0 NEOPRENE WASHER 8"O.C.AT BOTTOM PER PLAN ��► �(`� �� w F FASTEN 0.060"MIN.HEADER CHANNEL TO HOST I' j�'� P • BLOCK WALL WITH 1/40 CONCRETE SCREWI I(4)#10X4"TEK SCREW 2X PATIO UPRIGHT PROFESSIONAL ENGINEER SEAL = ANCHOR W/2"EMDEDMENT MIN.AT 24"O.C. 2 ROWS STAGGERED.STRIP SEALANT INTO SCREW BOSS PER PLAN BETWEEN WALL AND HEADER CHANNEL ENGINEER OF RECORD COMPOSITE PANEL ROOF, POST, AND David W. Smith P.E. COMPOSITE PANEL ROOF EDGE I END BEAM CONNECTION DETAIL FLORIDA LICENSE NUMBER:53608 CONNECTION AT HOST BLOCK WALL Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal 2X2 MIN. FLORIDA LICENSE NUMBER:86663 (4)#10 X 2"TEK SCREW INTO SCREW BOSS HINGE LOCATION Joel Falardeau P.E. Fz Fz 114"0 CONCRETE ANCHOR I N Ijit =-j LD Q FLORIDA LICENSE NUMBER:70667 0 �� Of a O.C.BETWEEN COLUMNS ¢ I II N II II ¢ a a Erik Stuart P.E. W/2-3/4"MIN.EMBEDMENT 0- I_ I, a FLORIDA LICENSE NUMBER:77605 AND 3"EDGE DISTANCE MIN. N N HINGE LOCATION FBC Plans&Engineering _ _j _______ // _______ Services,Inc. 1X3 OPEN BACK 1X3 OPEr BACK 6272 Abbott Station Drive Unit 101 Zephyrhills,H.33542 ,R "• �•:;,{. ;:� *',.. •tit t `'t HINGE LOCATION Phone:(813)788-5314 •' i+ �� ., ,'.,..:::w ,a';s; Fax:1-(866)-824-7894 CONCRETE.: , ' •:, , CONCRETE': k,..�. NOTES' Email erb@Ibcplans.com 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 X 3/4" Website:www.Ibcplans.com 1 ~' TEK SCREW MINIMUM. % :' '' ..1. ':,.',,•:• , C.O.A. #29054 2.DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES FRONT VIEW SIDE VIEW MINIMUM. DATE: 11/28/2020 3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 3/4" ALUMINUM 2X3 UPRIGHT BASE CONNECTION TEK SCREW.FASTEN A 1"X2"X0.044"TO UPRIGHT DRAWN BY: DENNIS W. DUNN W/#12 X 1-1/2"TEK SCREW @ 12"O.C.AND WITHIN 3"FROM END OF THE UPRIGHT. REVISION: DATE: TYPICAL SCREEN DOOR CONNECTION DETAIL ROT R0 2 RECEIVING CHANNEL FILLER OPTION#2 RO 3 TO EXISTING UNLEVEL WALL 1-1/2"X 2-1/8"X 1-1/2"X 0.062" R04 ALUMINUM COIL OR WHEN NEEDED ALUMINUM INTERNAL OR 1X OPEN BACK I { VINYL SIDING KICK 1/4"0 MASONRY ANCHOR 2"X 2"X'ALUMINUM BUCK OPTION#1 EXTERNAL RECEIVING CHANNEL JOB# 20 1125 XXX ALUMINUM PLATE ATTACHED TO W/2-314"EMBEDMENT MIN. DEPTH'X.062MIN.X'POST I I W/(4)#10X3/4"TEK SCREW POST ® _ II ® ALUMINUM MEMBER TO CONCRETE HOST OR GIRT LENGTH'RECEIVING (4)#10X1-112 I INTO BEAM OR UPRIGHT AND JOB NAME &ADDRESS: W/(1)#10 X 3/4"TEK -OR- 2 #12 X 3/4"TEK SCREW EACH PER PLAN ===___====�1 CHANNEL TEK SCREW INTO I I ( ) FASTEN 1X OPEN 11 SCREW AT 8"O.C. 114"0 LAG SCREW SCREW BOSSES I I LEG INTO GIRT OR PURLIN COMPTON BACK TO ALUMINUM II W/1-1/2"EMBEDMENT MIN. I I 4939 16TH STREET POST W/#10 X 1-1/2" ALUMINUM COIL 1j UPRIGHT OR BEAM TO WOOD HOST I II SNAP OR SELF 2X ALUMINUM BUCK - ZEPHYRHILLS, FL 33542 TEK SCREW,3"FROM OR II MATING OR HOLLOW 6"FROM EACH END PER PLAN 2X PER PLAN I I 2X PER PLAN TOP AND BOTTOM VINYL SIDING AT 24"O.C. AND 12"O.C. KICKPLATE IF VINYL SIDING t/ CONTRACTOR: USE MIN.2X2X.044 J II VERTICAL UPRIGHTS, EXISTING 0.062"MIN.ANGLE CLIP UPRIGHT OR BEAM, B&H CONSTRUCTION 24"O.C.MAX. CONCRETE OR #12 X 3/4"TEK SCREW AT W/(2)#12 X 3/4"TEK I I SNAP OR SELF MATING ALUMINUM COIL OR VINYL SIDING WOOD HOST 24"O.C.EACH SIDE SCREW EACH LEG I I OR HOLLOW 1X OPEN BACK TO ALUM POST KICK PLATE TO ALUMIUM MEMBER OPTION#3 SCREEN ROOM RECEIVING CHANNEL ATTACHMENT CHAIR RAIL AND GIRT CONNECTIONS DETAILS