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Home My WebLink About97-6470 BUILDING PERMIT N! Permit CITY OF ZEPHYRHILLS (813) 788-6611 -~6470i3 Date 02. - I ? - '1 :; //J ,,~() BUILDING ;;LS', /rt) ELECTRICAL PLUMBING MECHANICAL Sewer Conn ::::::,~s:~~'? f5r ~~ f::2-1zJ Parcell.D. # Water Conn: Water Meter: ...l ,- -+J '-. /. T,I.F.'s: Zoning: Energy Code: Description of Work ~f"../../ ~....L. Radon Gas: Y,~ A_~~~ d.ell NO OCCUPANCY BEFORE C.O. FINAL ~ ). C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector 0J?'~ Permit Fee Signature Company Address Telephone# ,/s'{..,.IO ~ ~~ e-...J Valuation or ? '1'10. crv Contract Price /- ), City License Registration # State Certified License# BUILDING L, (j~~ /7V o ELECTRICAL {~f/l/ l)cnrJJ PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. {hI! '17 r" Insul. CL WL 3. "2<?...~ ~ e.U;:t- Breakers Ducts Insl. Compressor Final Tp. Servo Rough In ~ II-I /5' 1 !n.t Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT d --'1-77 OWNER'S NAME t~o.r Ie:,> LAYlada.y PHONE 39 ~ 3D cJ,Qy\(1 ~eJf 4<d "--oi~ J.fLR ~eYQ\~ --{)oin+e., d,?Y7 /J!d~ OWNER. , S ADDRESS JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I.D.' (OBTAIN FROK PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction vtddition _Alteration ---.Repair _Install _Sign ----,"ove _De.olish v~ingle . PROPOSED USE : Faaily _M/F _' of Units _K/H _ec-ercial _Indust. _Swia. Pool _Other _Restaurant & Health DeparbDent Approval DESCRIPTION OF WORK: Gb~s ~M) vJQ?O iJpcl<.... BUILDING SIZE: 3;Z X J d-.. . ~~'D1 Square Feet, '8( Height RESIDERTlAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATtACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. LIK bcnuCAL PERMITS REOUESTED $ Valuation of Total Construction NIP Service Florida Power Corp. N.R.E.C. -"ECllARICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other PINISHED FLOOR ELEVAnONS: FT. IS PROJECT IN FLOOD ZONE AREA? Signature ~ YES NO *****************************************1* 1)/1" 19J Y ~CTOI\ S8CTION · ~"" ~L:iI J. COKPANY , ) State Cert. or Regist. t ~ V' LJ City License Registration t ~ 7 ':)... ******... *....*.............**......*..* ' .'}; "; BUILDER COMPANY State Cert. or Regist. . ity License Registration t .....******************....*.*.***** 1'10 V"', PLUMBER COMPANY State Cert. or Regist. t Signature City License Registration t ***********..*..**.****.....*.*.**..**.*** IlECBARlCAL COMPANY State Cert. or Regist. t Signature City License Registration . ****.**.**.~*****.******...*********..**** OTRRR COMPANY State Cert. or Regist. t Signature City License Registration t .*.....*....**.***.*.*.*....**...*...*..*. APPLICAnON APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS 'fhe undersigned understands tbat this penit tay be subject to 'deed restrictions" wbicb tay be lOre restrictive than City regulations. 'fhe undersigned assUles responsibility for coapliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If tbe owner bas bired a contractor or contractors to undertake work, they lay 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 lilY be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireleDts tay apply for the intended work, they are advised to contact tbe City of Zepbyrbills Building Departlent, (813) 788-6611. FurtbellOre, if the owner has bired a contractor or contractors, be is advised to have tbe contractor(s) sign portions of the 'Contractor Sections' of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather tban the contractor, are responsible for the work. If tbe contractor wishes you to sign as contractor that lilY be an indication tbat be is not properly licensed and is not entitled to penitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify. that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law ~ HOIeOIDer's Protection Guide' prepared by the Florida DepartJent of Agriculture and ConsllIer Affairs. If the applicant is so.eone other than the 'owner', I certify that I bave obtained a copy of the above described docuaent and prolise in good faith to deliver it to the "owner' prior to COIleDCeleDt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and tbat all Ifork will be done in cOlpliance witb all applicable laws regulating construction, zoning, and land developlent. Application is bereby lade to obtain a penit to do work and installation as indicated. I cert~fy that no work or installation bas CDllenced prior to issuance of a penit and that all work will be perf oIled to teet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in th~ jurisdiction. I also certify that I understand that the regulations of other governleDtal agencies lilY apply to the intended work, and that it is If responsibility to identify wbat actions I lUst take to be in cOlpliance. Sucb agencies include but are not Iilited to: t Departlent of KnviroDJental Regulation - Cypress Baybeads, Wetland Areas and KnviroDlentally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Vater Managaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departlent of Health , Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks t US EnvirODleDtal Protection Agency - Asbestos abatetent I also certify tbat, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a 'COIP8Dsating volUle' will be subtitted wbicb is prepared by a professional engineer registered in the State of Florida prior to penit. issuance. . 4 petlit issued sball be construed to be a license to proceed witb tbe Ifork and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a penit prevent the Building Official frol thereafter requiring a correction of errors in plans, construction, or VIolations of any code. Every penit issued shall beCOll! invalid unless the work autOOrized by such penit is cOIII!nced witbin sillOnths of issuance, or if work authorized by the penit is suspended or abandoned for a period of sil IOntbs after the till! the work is cOllel1ced. One 90 day 81tension of tile, lily be allowed for the petlit with fee charge of $15.00. Tbe extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each sillOnth period, or the project will be considered abandoned. WADIIfG TO OIlIER: YOOR FAILURE TO RECORD A NOTICE OF C<JIMDCENEtl1' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVIMEtl1'S TO YOOR PROPERTY. IF YOO IIImD TO OmAIN FIlfANCIIG, CONSULT 111m YOUR LIIIDIR OR AI AnoRRBY BlFORB RBCORDING YOUR DICE OF C_IfCBIm'. JOBS. OlD IR $2,500 II VALIlE 00 IIOr IIEID TO HIlCllIIO AID POST A "01I~ OF COIIIEIICIIJIIR'~ )0 ~ tJ~ XJ Ln/tJo I SIGKJltuRE: ownR OR AGENT I SIGNATURE: CONTRACTOR STATE OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19____ by STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19_____ by wbo is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC j FLORI.DA ENERGY EFFICIENqX99R.~.F()R BUILDING CONSTRUCTION FORM 6009.~p;i > Residential Limited Applications prescriptive M~thod C CENTRAL 4 5 6 Small Addition. and Renovations ' Department of Community Affairs Compliance with Method C ofChaptllr 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C-93 for additions of 600 square feet or less, site-Installed components ot manufactured homes, and rlloovations to single and multifamily residences, Alternative methods are provided for additions by use of Form 6008.93 or 600A-93, PROJECT NAME: 'ore BUILDER: AND ADDRESS: 0 PERMITTING CLIMATE D D D N:- OFFICE: ZONE: 4 5 6 PERMITNO.m JURISDICTION NO.: ITITIIJ OWNER: C\'C{v- SMALL ADDITIONS TO EXISTING RESIDENCES (600 uare feet or less of conditioned area). Prescriptive requirements in Tables 13C-l, 6C-2 and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels, RENOVATIONS (Residential buildings undergOing renovations costing more than 30% of the assessed value of the building), Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced, MANUFACTURED HOMES AND BUILDINGS, Only site- installed components and features are covered by this form. Please Print CK 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. Conditioned floor area 5. Predominant eave overhang (ft.) 6. Porch overhang length (ft.) 7. Glass area and type: a. Clear glass b. Tint, film or solar screen 8. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units. (Yes/No) 11. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 12. Cooling system. (Types: central, room unit, package terminal A.C., none) 13. Heating system*: (Types: heat pump, elec. strip, natural gas, L.P, gas, room or PTAC, none) 14. Air Distribution System*: a. Backflow damper or single package systems. (Yes/No) b. Ducts on marriage walls adequately sealed- (Yes/No) 15. Hot water system: (Types: elee., natural gas, other, none) · Pertains to manufactured homes with site Installed components. I hereby certify that the plans and specifications covered by the calculation are in compliance with the ,?rida Energy Code. PREPARED BY: DATE: I hereby certify that thi ith the Florida Energy Code. OWNER AGENT: DATE: -1- 1. ~~/ftOrJ 2. .51 ~ ~ 3. - 4. ' .3 'iJ '-I sq. ft. 5. I;:;" 6. -/-u Single Pane Double Pane 7a. 7J sq. ft. sq, ft. 7b. sq. ft. sq, ft. 8. ItJ 0/0 . _~a. R= Jf Jo~ lin, ft. 9b. R= sq, ft. 9c. R= sq. ft, 9d. R= sq. ft. ge. R= sq, f1. 10a-1 R= sq, ft. 10a-2 R=-1L JfJO sq. ft. 1 Ob-1 R= I sq, f1. 10b-2 ~ J5lP sq, f1. 10c 11a. R= sq, ft. 11b. R= fo _~sq, ft. 12. Type: --~-'''_.~. SEER/EER: ----'. 13. Type: ~'f!c1",c.. , HSPF/COP/AFUE: - - 14a. - 14b. _. 15. Type: --.._~ EF: -."..-.--.....-- R~view of plans and specifications covered by this calculation indicates compliance ~Ith the FlOrida Energy Code, Before construction is compl€:ted, thiS building will be Inspected for compliance In accordance With Secllon 553,908, F,S, BUILDING OFFICIAL: DATE: Climate Zones 4 5 6 TABLE 6C.l : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq, Ft, and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE.INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION COMPONENT INSULATION INSTALLED Concrete R-5 (/) Frame. 2' x 4' R.ll ~.1l ...J ...J Frame. 2' x 6' R-19 c( Common, Frame R-ll ~ Common, Masonry R-3 (9 Under Attic R-30 z Single Assembly; enclosed R-19 ::::i W Single Assembly; open R.10 )2.-10 0 Common, Frame R-11 (/) Slab-on.grade No Minimum a: Raised Wood R.11 ?-/t 0 0 Raised Concrete R.5 ...J u.. Common, Frame R-11 I- 0 In unconditioned space R-6 :::> In conditioned space No minimum .,.....--.- 0 MINIMUM INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY <.9 Central AlC - Split SEER ; 10,0 SEER = - :z ::i .Single Pkg. SEER = 9,7 SEER = 8 - c.:> Room unit or PT AC EER = 8,5" EER = - ,Electric Resis~~ ANY <.9 Hearpiimp'~'Split HSPF = 6,8 HSPF ; :z - ~ . Single Pkg, HSPF = (;,6 HSPF ; - ill ::c Room unit or PTHP COP ; 2.7* HSPFI = ill - c.:> COP < a. Gas, natural or propane en AFUE = .78 AFUE = - Fuel Oil AFUE = ,78 AFUE = - a: Electric Resistance EF ,88 EF I- W = = - 01- ::c< Gas; Natural or L.P. EF = ,54 EF = ~ - Fuel Oil EF = ,54 EF = " See Table 6.2, 6.6 TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY \ \ Maximum percentage glass to floor area allowed is selected by type. overhang length. and shading coefficient. Maximum% = Installed % - - GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENT AGE ALLOWED ( UP TO 20Y UP TO 30% UP TO 40% UP TO 50% - Single Double Single Double Single Double Single Double OH-SC OH.SC OH.SC OH . SC OH.SC OH.SC OH. SC OH.SC 1'.1,0 0'. ,90 2'.1,0 1'- ,90 3'- 1,0 2'. ,90 4'.1,0 3'. ,90 0'. ,86 1'- ,86 0'- .70 2'. .86 1'. ,70 3'- ,86 2'. ,70 0'. ,65 1'. ,65 0', ,50 2'. ,65 1" ,50 0'. .45 1'. .45 0'. .40 0', ,35 Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1,0, double clear SC = ,90, and single tint SC = ,86, TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECIS Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather,stripped or otherwise sealed, V Interior Joints & Cracks 606,1 All openings in interior surfaces of ceilings and exterior walls must be sealed. ./ ~ole & Tap Plates 606,1 Sole plates and penetrations through top plates of extenor walls mUS1 be sealed, V Infiltration Barrier 606,1 Infiltration barrier must be installed in exterior walls & raised wood floors, ./ Fireplaces 606,1 Fireplaces must have flue dampers, glass doors and outside combusiion air intakes, - -Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion _. devices with integral exhaust ductwork. Combustion 606,1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances, ---.. -- Water Heaters 612.1 Comply with efticiency requirements in Table 6-11, SWitch or clearly marked cirCUit breaker (electric) or cutoff (gas) must be provided, External or built-in heat trap requiriO'd, -. Swimming 612.1 Spas & heated pools must have covers (except solar heated), Non.commercial pools must r,ave a Pools & Spas pump timer, Gas spa & pool heaters must have minimum thermal et1iciency of 78%, ..->.- Hot Water Pipes 612,1 Insulation is required lor hot water circulating systems (including heat recovery units I and the first 8' of piping from the water heater (or until piping enters an insulatiO'd wall or slab), ,..--'. - Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 P~~___ --.- HV AC Duct 610.1 All ducts, fittings. mechanical equipment and plenum chambers shall be mechanicall; att"ched -- Construction, sealed, insulated and installed in accordance with the criteria of SiO'ctlon 610,1. Ducts in attics must be Insulation & Installation insulated to a minimum of R-6, Air handlers shall not be installed in attics unless in mechanical closets. ------- HV AC Controls 607.1 Separate readily accessible manual or automa1ic thermostat lor each SYSli:tn, ......... GENERAL DIRECTIONS: 1. On Table Be- t indicate the R-'Value oftnd insulation being added to each componcHit and the Uhlcienl.)' kNdS of the equipment beIng lf1Stai!C:\1. A!J R''''d.,u€'5 Jr.~ t:rl~dr...:,cS Ins:j,,,cu; ..~: [j,-.:cl (j t:A ;t:...;..) tile n.,;'~jm...Ti 't'd....cs IiSlca. Components and equipment neither being added nor renovated may be lert blank. 2, ADDITIONS ONLY D"termine the percentage of ~ glass 10 cooOltionea fioor area In the aJdition as tollows, Tolal the areas of all glass w,OOOhS, sl..:J.1g glass =.. ano g'e" C;Nr p.neL; CJuDl9 tno area CI all n0.1' venical rool gla;s and aod 1110 the previouS total. When glass in exisling ellterior walls is llelng rernovild or enclosed by the addition. an amount equal to me 1~1il1 areo 01 InlS 9'0,51\10.' DC 5cctrav.c-o 1[01\1 tile 1'1419','505 "'ea. Divide me adjusted giGss area total by the conditioned floot area ollhe addiUCll, MUltiply by 100 to gatthe percent F.na fila !arg.;S! 9i3&5 pelCBn:age cr.eer ." .'Ie jDL' C.i :",--',,,: ;:"c;:, '.:a;e . :;;.5 :r. ;:llJ,e tC2 PrE~r"'i ,eS are given bl me type 01 glass (SU1gle Of DOuble pane) ana I/le overhang (OH) paired Wlm a shaoing coafliClenl (SC), For a gi.en glass type and o.erhang, Ir,e nl1/llrr,um snaolr.g coe::,c,en\ dUO"e<); speCihOO. ACt.a! g.a.ss windows and doors previously in toe extetior walls 01 the house and lleing reins1alleo in the addiLon, do nol t,a.e to cllmpif ""1Il tne o.err.aJ'ig ar.a soao,r.g cc"H,c.em ri:q..reT,er G ~r. - aD,,, 0::;.2. ;"',!l.ct 9;<& In If,,, i>OOoVlJ must m;;et me requ~ement fOf one of tne options in the glass percentage category you indicated, The overhang (OH) distance is measured perpeooiculiof\y \rum \r,e lace 01 lhe gi;,S5 to ;, po.n! oICec.'ly cnder lne ucterrr,Dsl co-). 01 the overhang. 3. RENOVATiONS ONLY, ReplacemeIl1 glass needs to meet the fOllowing requirements. My glass type and shad.ng coeHlc,em may De used lor glass ari: as ..hlcr. ari: "r,o., al ,ea,-, a 1 he loe: J, crr.ang aroO "roe,,, 10;,051 edge does not extend lunher than Bleet from the overtlang, Glass areas being renol/aled tna\ do not meet this criteria IT,USI 00 ",ttiCr "nglc-par", Lr.:<:-J. O:,D.i:'par,~ Cdl :,r cc.c,,,.:'O[,,.' ':CoG 4. Complete the Inlonnaticn requested on the top half 01 paga1. 5, Read 'MlOimum ReqUirements lor Small Additions and Renol/alions', Tabie 6e.:; ~Iicable ilems, 6. Read, sign and da:a trio; 'OwneliAgeor' Ct:ltifJCation Stalbmenf on jlage 1, 2- 1111111111111111111111111111111I111111111111111111 97006462 Rcpt: 126727 Rec: 6.00 DS: 0.00 IT: 0.00 01/21/97 Dpty Clerk lED PITTlIAI, PASCO COUNTY CLERK 01/21/97 04:40p. 1 of 1 OR BK 3686 PG 960 NOTICE OF COMMENCEMENT State of F\oy,'dCl County of -P:t6(u THB ImDERSIGNBD hereby gives notice that improvement will be made to c3rtain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. b - (Lega 2. General Description of Improvement Owner Information: Name _..ch:uJ es CaYy:;~'i Address .31 '-do ~h:1nce}1 .r:?J City Z~p ~y f H,//-5 Interest in Property: 3. State Ft 3~5ro- Name of Fee Simple Titleholder: (If other th~n owner) Address City State ~ 4. Contractor: Name ~~Q Address S'1J'f&7 ~04 6t tU~ (~~~ City 2efhy" }1l11s 5. Surety: Name State ~~ 33 ~o Address City State Amount of Bond: $ 6 . Lender: Name Address City State 7. Persons within the State of Florida designated by 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 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Exp.lrllt..ion dat.e or NotIce ot Commencement (the expIratIon date is 1 year fr0m the date of recording unless a different date is specified.) Sworn to and - .....JAIV. , 19 97 . Notary , My comm. expires May 16, 1999 GG ~6560 JAMES A. STONE OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT C ~Cn' \ e ~ Ca.\^?) &/\.Y 3~1..c ~O C.~Ql'\ cev Rd LQ t~ Jt0 EfrJemld /1,/~~ JOB LOCATION PARCEL I.D,' # SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. ~H--bf05ec~ C,la5S f<cofY) r 11.4 ' ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. ~~' , fy/ji,'t15 l-bYY\ e... 70' 101' 3.bD UTILITY BUILDINGS HUST SHOW SIZE & FOUNDATION INFOR- MATION. l (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60' 10' P E R X 0 I 10' P S 10' 0 T '1 0' S I E N D G 20' FRONT PROPERTY LINE 1, JO PROPERTY LINE 5'0' 2. SETBACKS FOR R3 ZONING 60' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE -- ~ " ~~ ~ SITE SPEC. GLASS ROOM . -1' I 3"1.~ I .. .sBtI'LRi?PlL-=- - -------'-~ L.__ 211 Doubi~ TClp Plate W!Hvr-rlco,he Stro,ps ;<'00+ .. G\CISS WIndows (Vo,ries.In 5izeS) L +- 2.;<4 Heo.de.'r" Interior-PClnel 1'1'\9 or Dr-ywq II W!flber3/G65 fh5~Jqflcn Exte~ior-Alumrnum/Vin1 6;d~n3 't'/rhermo-PJy oY' PI YWC10d +-- 2)'.4 BDt1-olYl rlc'li'e. W!Hll........ iCClI1e. strcqvs ----------'--------------- ------- -- -~ ---- - ---- ~-------- - -- - eel reI .~ i e j--g;-'6J--;e-ck-------------- I ;) , 2 . . CtRf)[;q BAND 2. . B1U ALTl\..rLNl>.'Il'\:..', ~. ,"",os POJ>:ED a ~ f('iH '1 ~ eARS 2'lI-Z"<l!" '4,.J(::L,"><\:>~~ COHCRCT{ a. 0:>< CR ~~~ ~T~~ I-\'\.~';,"":>I c.-<:>r-.lL p" <::l ~ \~\.o\a..I1.-Ic.......:\ It; J/.- P.l. .='1.. 'r"flo'OCO ffi / 1*r6- ?l.P. ~D<r)JG -051 B SJ~H-6 AJ:"PRO"fl) .a..HOI~ 0 10. -0' Q.c. S n::tAPPro TO 0(0< 2 . . -OST f, ~ -. III J . ,... _ ..,.' .~~ Bq y- ,. . 16" J 16" C('.NC1f(T! room.,c ;ON) /' - ,~;.---~- , ,!3 II " ~-q- , ." / , ---~---'~-~-+T-- -!---~ I i ! I e,. CJ\ ~ tlt - ~ (t\ * -> ~ r.:. ~ ~ 9.J. --' " - I' f.) ~ -< () .~. S. ft TI ~ 8' ,. ~ J) :5 ~ ~ ~ / . ( br~ I J e.' , I ~ STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS ---------=====-- ~ ~------- ~ --C===---==j-~-~~,. ----~---~--------------- ~ ~ 12" ALUMINUM PANS OR ~ COMPOSITE PANEL ROOF 2" x 2" x 0,044" 2 x 6 :1 SIMPSON H-5 CLIPS DBL. 2" x 6" P T,P, wi :5/4" PLYWOOD (PT) SPACER NAILED W/ H16d COMMON GALV, AT (2) EACH SIDE 16" O.C "0 I Co CENTER OF GIRDER B-B ____ 1" x 2" x 0,044" :5/4" P.T. PLYWOOD OR ,/ 2"x6" p, T,P, DECKING SIMPSON H-6 APPROVED ANCHOR AT 10'-0" O,C, SffiAPPED TO DECK ALTERNATE HANG JOIST BETWEEN DOUBLE 2 x 6 WI SIMPSON JOIST HANGER VOIDS POURED SOUD WITH (2) #5 BARS CONCRETE aLaCK OR_ TREA TED WOOD PIERS AT 8'-0" O.C, WALL SECTION A-A ALTERNATE CONNECTION A-A LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX * 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FY\RT WITHOUT WRITIEN PERMISSION FROM LAWRENCE E, BENNETT. P.EO. 7 88 STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS VARIES } A PLAN VIEW LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlTANT p, 0, BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX II 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 7 87 STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS 118 x 1" WOOD SCREWS w/ 5/8" WASHERS (3) PER PANEL ~-- 2" x 4" TOP PLATE PRESSURE TREATED PINE N "- I n --------- 2"x4" STUDS -- -- SHEA THING: 1/2" PLYWOOD OR STRUCTURAL GRADE THERMAL PLY w/ SIDING 1/4"xJ" BOLTS OR T-BOLTS INTO CONCRETE SLAB AT 24" O,C, W/ 1/8" x 1-1/2" WASHERS 2" ALUMINUM COVER (SEE CONNECTION TO HOST STRUCTURE) ------- HURRICANE ANCHORS AND AL TERNA TE STUDS TOP AND BOTTOM (2) INTERNAL L's OR RECEI\I1NG CHANNEL (2) 1/4" DIAMETER BOLTS EACH ANGLE (4) #10 x 1-1/2" S,MS EACH ANGLE ALUMINUM BEAM FRAMING INTO CORNER OF WOOD FRAMED UTILITY SHED DETAIL -------- PRESSURE TREATED 2"x4" 4 d _ - ___4, ____ ~-1l- 6"x6" - 10xlO W,W,F, 1/4" x 2" LAG BOLT (2) PER POST 1" x 2" TOP AND BonOM PLATE SCREW 2'-0. O,C, POST 2" x 2" x 0_044" EXTR_ 110 x 1-1/2" SCREWS (:,,) MIN_ PER POST TOP AND BOT, 1/4" MASONRY ANCHOR 2/ POST INTO CONCRETE SCREEN ROOM (2) AT POST AND 2'-0" O_C, ALUMINUM SCREEN ROOM WALL UNDER WOOD FRAME PORCH LAWRENCE E. BENNETT, P.E. OVIL ENGINEER &: DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX /I 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Fl\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E. GLASS ROOMS: SOLID WALLS AND COVER. TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 31 05 H~28 ALLOY WIND LOADS: GLASS ROOMS, UTILITY ROOMS, SHEDS, AND OTHER ENCLOSED BUILDINGS O.H. CONDITION NO O. H. 3"x 0.026" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 3"x 0.032" 100 MPH W. L. 14'-0" 110 MPH W. L. 12'-9" 120 MPHW.L. 11'-11" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O. H. 3"x 0.026" 20 #/SF L. L. 30 #/SF L. L. 3"x 0.032" 20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3" 30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1" 1. TOTAL R:>OF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG, 2. THE SMALLEST VALU~ OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM COMPOSITE ROOF PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE WIND LOADS GLASS ROOMS, UTILITY ROOMS, SHEDS, AND OTHER ENCLOSED BUILDINGS. 3"x 0.026" 100 MPHW.L. 11'-5" 11'-r 12'-1" 12'-11" 110 MPHW.L. 10'-4" 10'-r 11'-1" 12'-0" 120 MPHW.L. 9'-8" 9'-11" 10'-6" 11'-5" 3"x 0.032" , 1 00 MPH W. L. 12'-4" 12'-5" 13'-0" 13'-9" 110 MPHW.L. 11'-3" 11'-5" 11'-11" 12'-9" 120 MPH W.L 10'-6" 10'-8" 11'-3" 12'-1" 4"x 0.026" 100 MPHW.L. 11'-8" 11'-10" 110 MPH W. L. 10'-r 10'~10" 120 MPH W. L. 9'-11" 10'-1" 4"x 0.032" 100 MPH W. L. 13'-10" 14'-0" 110 MPH W. L. 12'-r 12'-9" 120 MPH W, L. 11'-10" 12'-0" LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 3"x 0.026" 22#/SF 32#/SF 3"x 0.032" 22#/SF 14'-2" 14'-4" 14'-9" 32#/SF 11'-9" 11'-11" 12'-5" 4"x 0.026" 22#/SF 13'-5" 13'-6" 14'-0" 32#/SF 11'-1" 11'-3" 11'-9" 4"x 0.032" 22#/SF 15'-11" 16'-0" 16'-5" 17'-0" 32#/SF 13'-2" 13'-4" 13'-9" 14'-6" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG. 2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. 1'0. H. 11'-10" 10'-9" 10'-1" 12'-0" 10'-11" 10'-3" 14'-1" 12'-11" 12'-1" 1'0. H. 16'-1" 13'-1" 16'-2" 13'-3" TABLE 1 3'-1" 10'-10" 13'-2" 11 '-0" 13'-8" 11'-6" 2'0.H. 3'O.H. 12'-6" 11'-6" 10'-10" 13'-3" 12'-4" 11'-9" 14'-6" 13'-4" 12'-r 15'-2" 14'-1" 13'-4" 2'0.H. 3'0.H. 16'-7" 13'-8" 17'-2" 14'-5" 12'-4" 11'-4" 10'-8" 13'-1" 12'-2" 11'-7" 14'-5" 13'-3" 12'-5" 15'-1" 14'-0" 13'-3" 14'-5" 12'-5" 15'-5" 13'-2" 14'-8" 12'-r LAWRENCE E. BENNETT, P.E. CIVll. ENGINEER & DEVELOPMENT CONSUlTANT p, O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX /I 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FJ\.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 5 76 GLASS ROOMS: SOLID WALLS AND COVER \ ; SEALANT ~ 3" HEADER EXTRUSION ~ ~ #8 x 9/16' TEK SPACED AT ~ ~ 8" O,C. BOTH SIDES ___ SEALANT #10 x 1-1/2" S,M.S, OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL EXISI1NG TRUSS OR RAFTER #10 X 3/4" S.M.S, OR WOOD SCREW SPACED AT 12" O,C, 3" ROOF PANEL EXISTING FASCIA SEALANT 3" HEADER EXTRUSION ~ ~ #8 x 9/16" TEK SPACED AT ~ ~ ff' O.C, BOTH SIDES SEALANT FOR MASONRY USE 1/4" x 1-1/4" TAP CON ANCHOR OR EQUAL SPACED AT 24" O.C, FOR WOOD USE #10 x 1-1/2" S.M,S, OR WOOD SCREWS AT 12" O,C, 3" ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION <tt .... ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN, 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS LOAD CONDITIONS GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF 1. CONCRETE J 1 /4"xl-1 /S" CONCRETE SCREWS @ 12" O,C,------>(2) @ l' O.C. 2, WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. SCREEN, VINYL, AND CARPORTS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 1, CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 22#/SF 32 #/SF 57#/SF @ 12" O,C,------>2 @ l' O.C. O,C,---------.>2 @ l' O.C, LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT p, O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX II 1 (904) 767.6556 <<> COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, F~E. 5 73 ~ :-")'" n... r:"l f"'\ ~..': A' I'! . . t ;;~ ; -'< (,;;~ .:;:'~ I:, r~. No, Date Sheet No, Proposal Submitted To: Work To Be Performed At: Name ~ \. Street City State Phon -\ ;" '( "t l l I, " (-~' ?-'-- r--/..j Street2 City,'/c . Date of Plans Architect 'J '>1'/ {' .d, :;: / J.Y _!:_~/ ,'.r:J A..y- ~;~' State _-'I'-:::r_ yr' ~ We hereby propose to furnish the materials and perform the labor necessary for the completion of i t--" ) ~.~ 1-,' yLVll1jj ,A.~Hi!~ : i/..,//L.",:'I: 'i''-.1''(:.H-. , 'lo: tAil,f '0.),0, r.--"t~~ (!.)(: I 1\~,..I:~. II " 'y J :~ , 0'; 1.." 't y. ) I i.~';_,~\ , ',) f~ , t, , ~_ t'1_,.~ .;.J . D,l {;i....1t j . ,~ i,. , 'J r: ?"-A'~' \ (j / ~,itj)J 'i"f ~ , <i.. . ~\,.. i ~ ! .. f,//r i..(7~ All mater'lal is guaranteed to be as specified, and the above work to be performed in accordance with the specifications submitted for above work and completed In a substantial workmanlike manner for Dollars ($ drawings and the sum of I. with payments to be made as follows: Any alteration or deviation fr-om above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate, All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry firE!, tornado and othE!r necessary insurance upon above work. Work. men's Compensation and Public Liability Insurance on above work to be taken out by Respectfully submitted Per Note- This proposal may be withdrawn by us if not accepted within days. "~,,,."..~._,....,~~"...-,'~"" ..~,.-==.'.".~." ",,,-,~,,,",,,~,,~,,,,,,,"""",*-~--,,,,,,",,,,~'-"""""""_-""'---"C__~""-'-'_~="';~'~_""=-"_"""""'~~T~'_'''_'''__~-=-,,,,,..----..-,.__, ~ w.,......"_,,.~...,~______..-._..,"'__.._~..,__.._~.....~,~..<,._ ___._ ,.~ _"..~."",.~.,.;_~___.... ~.".....___~....., ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified, Payment will be made as outlined above, Signature ./ 7_~/,p' Date Signature 'W'_""<'''''''~''__''''_'~'''~_'__~_'''''''''~"'~''''''''..~. "F~.-.,__"""~_.._~~~~._.....-.._,,",,,,,"~=--.,,-,,;_...-...__~_,_ TOPS ~ FDRM 3850 TRIPLlCA TE LITHO IN US.A