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Home My WebLink About99-8927 BUILDING PERMIT - CITY OF ZEPHYRHILLS (813) 788-6611 Permit 8927 (pi) BUILDING J1 Date If) - (j' -? 5) I PL~-' MEC~L ~:::,~:~~,;ne'o A!fr~~;~~:~ ~ ~ u ;~:::?:,:' .~.~ q:; ~ <S' l~~) ELECTRICAL Sewer Conn Zoning: ~., (. €<1 sS ~ Radon Gas: ~ n/?~ Description of Work NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordance with City Codes and Ordinanceso DATE , ~~. C~~)\_ Company Address ~ /O'~_ 5-J/d T~~._~ . b ':L Valuation or Contract Price 7<?oo' /rI I City License Registration # State Certified License# G4#h~ BUILDING l2~. / G I ~ /9LJ,tG . ELECTRICAL!f) t/te PLUMBH~'G/ ~ MEC~' Ftro Pre SLB Lintel FRM. Insul. CL WL Tpo Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway ~ lll.;/I-Cftf 1S/l-L REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25000) shall be made for each trip for each trade: ao Wrong Address b. Condemned work resulting from faulty construction. co Repairs or corrections not made when inspection called. do Work not ready for inspection when called. eo Permit not posted on job siteo fo Plans not at job site. go Work not accessibleo The payment of inspection fees shall be made before any further permits will be issued to the person owning sameo BAHRS ALUMINUM 38536 REMORA SQ. FEET PRICE MAIN OR LIVING AREA $ 40.00 OTHER AREA UNDER ROOF 200 OTHER VALUATION $ 7,800,00 FEE SHEET ADDRESS $ , DRIVEWAY $ - BUILDING: $ 60.00 CREDIT: $ - BUILDING LESS CREDIT: $ 60,00 ELECTRICAL: $ 27.00 PLUMBING: MECHANICAL: RADON: $ 2.00 TOTAL $ 89.00 SEWERI $ WATER: $ TOTAL: $ 3/4" WATER METER:t $ T IF'S 'I $ 99% $ 1% $ TOTAL: $ 89.00 , ~A 0,_1." '- /'; L " I...-A' \ I 1<'-..... r v~V\l~v\o(../l 3S~) :?, Co P-.F.../,^OI'LA SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER COf..j Tt2A<:. -r fn-tc..i- "7 '&0 D. o~ BUILDING: 00. 2JC ~ ELECTRICAL: r'I' PLUMBING: JJ(tr ~ .., /? MECHANICAL: N/r, ZOO Sf Fl. RADON: ~.,,~ 2.. '- , CREDIT: ~ L-iLT(Lt:A- L- f ~1/\l T SEWER: rf/l1- WATER: } TOTAL: + T.I.FSI fIi!tt ~I\~~ 2e. c; e./ed 10/<1/79 APPLICATION FOR PERKIT ~ ,,_ 0 , CITY OF ZEPHYRBILLS IO(~rLDO PASCO PERMIT SERVICE BUILDING DEPARTKENT tl~ 81S-76S-S314 OWNER'S NAHE-Bid1a.rd 5~b..i.e.d t'ns PHONE (i313) 7' 5 - II q y- OWNER'S ADDRESS (~<-3 5?llo Rpmera... Ave., Zfl:ph'(rhiJJs) FL 335~ 0 JOB ADDRESS 6a.n'\~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION 51 +Vme.., 'Po.rk. PARCEL I.D.'O~- ~Co- :;U- 0010-05100-0000 (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction ~Addition --.Alteration _Repair _Install _Sign _Hove _Deaolish . PROPOSED USE: L-Single Faaily _H/F _' of Units _H/H _<=<-ercial _Indust. _Swia. Pool _Other _Restaurant & Health Deparbaent Approval DESCRIPTION OF WORK: WDDd f'n:1m~ ~1Q.~s roon-\ d.~lo~e In , , 6e~ BUILDING SIZE: 10 X a.O. / :;'0 Square Fee~. pl4.\\.c.. Height ea...r poc T wI oc..l"'ee..n . l RESIDENTIAL : COMKERCIAL : 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. ~UILDING L-ELECTRICAL PERMITS REOUESTED $ Valuation of Total Construction AMP Service Florida. Power Corp. W.R.E.C. _MECHAInCAL $ Valuation. of Hechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block ,,/ Fraae _Steel -<2J '^'~ I'lc.u',,", Other FINISHED FLOOR ELEVATIONS: Fr. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** BUII.DER CONTRACTOR SECTION COMPANY &..hr-$ A\\A..W\i t')L4.0"\. .... l:fo..raw:u"e) ~nc.. State Cert. or Regist. . City License Registration' } lS ****************************************** Signature COMPANY Ft' t<:. S'.t. {' JA~ 2;. S I~ c:tj(' , 'e- State Cert. or Regist. t t")0 ~ J7 City License Registration t./" **************************************** PLUMBER COMPANY State Cert. or Regist. t Signature City License Registration f ****************************************** MECHANICAL COMPANY State Cert. or Regist. f Signature City License Registration , ****************************************** OTRF.R COMPANY State Cert. or Regist. , Signature City License Registration f ****************************************** APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A; NOTICE OF DEED RESTRICTIONS The undersigned understands 'that this perJit lay be subject to adeed restrictions a which lay be lOre restrictive than City regulatioDB. ,The. undersigned assutes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired 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 laY be cited for a lisd_anor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requiretents aay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departtent, (813) 788-6611. FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the aContractor Sectionsa of this application for which they will be responsible. If you~ as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that laY be an indication that be is not properly licensed and is not entitled to perJitting privileges in the City of Zephyrhills. . C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of IIFlorida's Construction Lien Law - Hoteow.oer's Protection Guidell prepared by the Florida DepartJIent of Agriculture and ConsUler Affairs. If the applicant is sOlleone other tban the aownerll, I certify that I have obtained a copy of the above described dOCUleDt and prolise in good faith to deliver it to the "owner" prior to cOlleDcl!lent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infortation in this application Is accurate and that all work wiUbe done in coapliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a perlit and that all work will be perforted to teet standards of all laws regulating construction, City codes, zoning regulations, and land developteDt regulations in th~ jurisdiction. I also certify that I understand that the regulations of other governtental agencies laY apply to the intended work, and that it is If responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: * Departtent of Bnvirontental Regulation - Cypress Baybeads, Wetland Areas and BnviroDlentally Sensitive Lands, Water/Wastewater freatJIent * Southwest Florida Water Managl!lent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Bngineers - Seawalls, Docks, Navigable Waterways * DepartJIent of Health & Rebabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater freattent, Septic Tanks * US EnviroDlental Protection Agency - Asbestos abatl!lent I also certify that, if fill laterial is to be used in Flood Zone IIAa or IIA,etc.a, it is understood that a drainage plan addressing a aCOllpensating voluteR will be subtitted which is prepared by a professional engineer registered in the State of FlorIda prior to perlit. issuance. . A perJit issued shall be construed to, be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOll thereafter requiring a correction of errors in plans, construction, or vIolations of any code. Every perJit issued sball becOle invalid unless the work authorized by such perlit is cOllBnced within sil IOnths of issuance, or if work authorized by the perJit is suspended or abandoned for a period of sillOnths after the tite the work is coaenced. One 90 day extension of tile, lay be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sil IOnth period, or the project will be considered abandoned. WADING TO OIINBR: YOUR FAILURB TO RBCORD A NOTICH OF COMMBNCBMElft' MAY RESUL'I' IN YOUR PAYING !lIICH FOR IMPROVBIIBMfS '1'0 YOUR PROPERTY. IF YOU INTEND TO OBfAINFlMAllCING, CONSUL'I' WI'I'H YOUR LENDER OR AN AnORm' BEFORE RECORDING YOUR 1f0000ICH OF COIfMBNCBMEN'I'. JOBS UNDBR $2,500 IN VALUE DO NOT NEED TO RECORD AND POS'I' A "NOTICE OF COMMENCEMENTII. ~b~~ ~L~~h),:~ ( SI IIATUR : OIDIER OR AG NT STA'I'B OF FLORIDA COUIITY OF t=115C-D The foregoing ~~rument was acknowledged before me this act""" , 19~ by ~uliYl~~ A ~Sd\l~J.;~ who is personally known t me or who has produced -Ariv'ers I il~Io\~e..- as id ification and who did/did not take oath. S'I'A'I'E OF FLORIDA COUNTY OF --Pa..~~o The foregoing instrument was acknowledged before me this q /8-4 , 19.3:L by I ~ Mt>n~ who e onauy to me or who has produce as identification and who did/did not tak~oath. ~ ~ (~na~ Bahr (Name Typed, P $Qlhrr8tl-*efll90817 NOTARY PUBLld;, *E Expires NO\'. 15.2002 ~ ,f BONDED THRU ~",~,~\,\' ATLANTIC BONDING co., INC. igna e) ,,"" Suzanne Bahr .: - '~iMi90bI7 (Name Typed, P!", *: r ,,2002 NOTARY PUBLIC ~:1i,..Jl~ BONDED THRU "'~'i"" ~TlANTIC RONDING co., INC. 11111111111111111111111111111111111111111111111111 99123758 Stn te of E-/ - h,o( Of tlU'rlC',7., OF' COMMENCEMlm'!' _.1L2J CounLy of (};5CO 'J'1m UNIH.mSIGNBD hereby giveR lIoti.t.:e that .improvement will be made to c:3rtain real property, and .in accordance wIth Chapter 713, Florida Statutes, the fo11o,^'ing information is prov idm.l ill this NotiGO of Comme nCP.lIlC II I: : 1. DeflCr. ipLi.on of Property: Parcel Ho. O.;l-~to- ,;U-OOIO-OSIOO- 0000 ,__...3~~1Y'..e.r,g,A~e.,L.___ QJ e e1?t.-11QJlo~_J1.abi l~ E sf (:t.tc;:.; (Lec),l.l d~SCTJ.pLlOll u( lhe pn)IHH ty alld ntl e~t address l.f available) 2. (;('IH'lnl ,,(.~;(.tipl illll 01 IlIIplllv('IIH'"1 _Gla.s..5 room... (And &..r-ee,(l Room 3. Owner Information: Name R,'~a...~ 'PI1MJ l~e., F)c nt'edlV1~ I\ddress 3'8 5'3lP 'RE:"r'hII!!lr~ A -Ie. City State Illterest ill ProperLy: Rec:: IT: FL 33510 6.00 0.00 DptV Clerk J\ddres 11 . Contractor: Name -:Bo..hl""~ A-lLl.MI'V'\u..~('d.wa.ce, ::1=.V'\c. J\ddress -.318.;t7 Eilat'1c\_~ city .Le.phyr h;)I ~ State fl. '335.., I 5 . Surety: Name .. Address ~1 ~ lYuU LJ ~ -=:~e J\IIIOUllt of lId: $_ ./ -1/ V 6. Lender: Name desigllatec..l by Owner upon whom servec..l as provided by Section J\dc..lress 7 . Persons tin the SL " of lIol:ices rather c..loctJments l1IilY 71J.13(1)(a)(7), Florida SLatllLc~s: /' L+- ~ --= ~ AddleSs l/ L~LY L~ Sale . .. . JED PITTMAN, PASCO COUNTY CLERK In add.lt.lon to lUl1IfJelf, OWIICI' d(,f; !.(jnntes 10/01/99 08:37a. 1 of 1 OR BK 4234 PG 1642 oC _.,-,_ ._._~_ Lo receive a copy of the IJi.enor's Notice as prov Joded1ll Sectl.oil11 J. 13 ( 1 ) (b), Florida .Statutes. Name 8. 9. I':xpJ rn\ illl1 dntf> of tlot Ice of Cn"'",f-~nee"'e"t (Uua. explcnt.l.un date i9 1 year f r'.:>m lho daLe of reco.rc..ling lIlI Less a c..lif rerent date is specified.) Si~JlIaLllre of Owner: of Sworn La anc..l subsc ,J}n~c..l before me lhis 19 99. Notary Public: Suzanne Bahr PC93053048 g;~, ~o/rl BAHR'S ALUMINUM & HARDWARE, INC. We fillip the do-it.~ 212 fuonldi. RU.'~~78()2 EI/r;wJ };)jlj ZEPHYRHILLS. flORIDA 34248335~1 (813) 782-3513 k)lc~t'~ Sc.h: eJ i V)5 33 5~ -R ern8Vt1 live.. 5Jr>efY /ivl Jo~ ft1)f fbyk. 335r.fD (r; 13) 7 15 - II 9'1 -'3cb ~C'I{; (Cl1-70V) ; - ';)f/ y. JO' - Y 5!3 ".In5 u)q-ffr} nck. -10" G/qss RoorY) ~J/ (;;t'/ ~rarne ).0513/ I(vell tt.Jk;( '1f;1f/vtv1 641l..5) &, iJ- ;>>Va(,~ Norl wni'1l .:5 lid fr tJlrdDIi.?.5' uN/cl('q~.' J-lt.)h ~{p;J" I ' I 3/-/ {)rxJ{<. Fu II s tJ w/Dead.tv If 12 \l- J <5 HI ~ M fJ - E ledhc. as rev- Ca:\c:.-,,,, __ l AIL j)V(t '--t- 5"'Yo~ '+0 CDveY" Alt. (,pes. _ f/h0~ t-lou.:)e ~) 1 cob 1=/)1fl.r"0.... ~ I Is I.Y/ F beY'5ki5s )::n5j)'C\ifo~ , _ \. (JIIf 4- lto' fWh f','b-ej IC$5 ,;);\e P 0/ ~ vJ \'l:1 \ , -10'. V'~d~:~,qtl~-JJ,if _ ~ t;'~ _weeV) ouJ- '" .~ - Marble 6, II~ 1/" ;! 5 - s ( V" e..... \<-00"" 1U( \ I u} :rn.jMJ, 'r5 [boR., L /I uN -1 cu)dUv ~p jVt~J-.~~(,QJjJh& WE ~~OPOSE to furnish labor and material - com . C~~d't'ons foun~Jo both sides of t is agreemeR.t, f::~~e '~u,:::~~~dance with above specifications, and subject to . \ q1} dollars ($ 7oaJ- C k'l135D )0 :~ &, ?LXJoD BAHR'S AL-.& ~ INC. BY~ ~. -lMiJ Note:This proposal may b . hd e w.t rawn by us il not accepted within ,~ !J ,--i~ 0 ACCEPTED. The above prices s .~. . tory and are hereby accePt~d P;c. .cat/ons and conditions are satisfac, specified, Payment will be made ou a~~ author/zed to do the work as as ou med above. (Read reverse side). ::~;Z;~W :'L";{ By ~ - (,..f'. "~r Payment to be made as follows: Respectfully submitted, days. CONDITIONS '----....'-'.- "-.--- All material is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from 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 delays t,eyord our control Owner to carry fire, tornado and other necessary insurance, Our workers are fully covered by Workmen's Compensation Insurance. . -..--,.,----,.. ....-..-- .-_.---,_.._~-,--,"'--"'-'''--'-- .-----..--..---.'... p~t\Jl. " \LI~~_ Inc M.o:;.' 'f,-' PA R C.E L \ 0 D. 4f=-.' OJ,.- ~~- ,;U - OOlD- 05 t 00- 0000 Slcu.py Hollow Mob; I~ E:.s+a.-t~s L-ot- ~ ~l.o , 1V-/5 rY'Opo5ed. G,lq~.s Rl:Vr1') - u.se. eY(~+;11 ~ Aad. d~c..\< 'go ( p---- ----- /0' , I ~I~i~ :.. 5areUl I~ ~ /0'-;> I t 1_ -l-:~ --, . ~ !So I en en en ....-- 7' . ~ :~~ ~) h e~ ~ ~ -t' v GJ - ~ W-x.. I~ r<J-- t' cr- 10' ~'(:j ~Y)~ CCI\ rfO('-T' I fropmJ, : 6Creel"\ ~I R-oort\ ! ~ SJ.~ 8' ~ ~ ,~ ~ ~ d' ,,2;~( V)~r--~ ~ _ r ~ 0 U;, ;...J 0 -:l 0 "'. ~ U P-o" Z 000<(... u2S2;0~ ~~o~~ ~;>gZ-:l ~~.~:i~ ~~~~g: ;~~~~ Lv -+ ft-3& -- 3~ 5.3Ce Remera... ^'I'e. \ic I ~ ! en i ~ ~ ~ g: kl u:l j:... b ..... J:O(l)1- z 2 b ~ iq IIIIII111111 ~ 8 ...I II. g <( > w u:l ~ j:: ~ 1&.1 ILl I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-97 Residential Limited Applications Prescriptive Me~hod C CENTRAL 4 5 6 Small Additions, Renovations & Building Systems Department of Community Affairs Compliance wilh Method C 01 Chapter 6 01 the Florida Energy Elliciency Code lIlay be d<.lmun:ilral<.ld b~ 1110 U:i<.l ul Form WOC.97 lor aOdilions of 600 square leet or less, sile- installed component:i 01 manufactured homes, and renovalions 10 single and mullilamity residences, Alternalive melhOds are provided lor additions by use of Form 600B.97 or 600A-97. BUILDER: .Inc.. PERMIITING 0 0 0 OFFICE: ZONE: 4 5 6 OWNER: Ri PERMIT NOom JURISDICTION NOo: ITrCCD SMALL ADDITIONS TO EXISTING RESIDENCES (600 are fellt or less 01 conditioned area), Prescriplive reqUirements in Tables 6C-l, 6C-2 and 6C.3 apply only \0 the componems ollhe addilion, nOllO lh" existing building, Spacll healing, cooling, and waler hllalmg tlqUlprnem elllcltmcy levels must be met only wilen equipmem is installed :ipecillcally to :ieNe me addilion or is being installed in cOnjunclion wilh tlltl addition COn:ilrucllon. ComponufIl:i separuling uncondilloned spaclls Irom conditioned spaces mUSI meellha prescribed minimum insulation Illvels. RENOVATiONS (Residemial buildings undergoing rtlnOvalions co sling more lIlan 30% olllle assessed value 01 tile building). Pcescnptive requiremems in Tables 6C-l and 6C.2 apply only to tllll components and equipmem being renOvated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only sile- 11151"lIea components ana lealures arb COile red by lIlis lorm, BUILDING SYSTEMS Comply when complele new syslem IS inslaJleO, PJ~ase Print CK PROJECT NAME: AND ADDRESS: 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. Conditioned floor area (sqo It.) 5. Predominant eave overhang (It.) 6. Glass area and type: ao Clear glass b. Tint, lilm or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: ao 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) 9. Wall type and insulation: ao Exterior: 1. Masonry (Insulation R-value) 20 Wood frame (Insulation R-value) bo Adjacent: 10 Masonry (Insulation R-value) 20 Wood Irame (Insulation R-value) Co Marriage Walls of Multiple Units. (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R-value) bo Single assembly (Insulation R-value) 11. Cooling system" (Types: central, room unit, package terminal AoCo, gas, existing, non 12. Heating system": (Types: heat pump. elec, strip, natural gas, L.P, gas, gas h.p" room or PTAC, existing, none) 13. Air Distribution System": ao Backflow damper or single paCkage systems" (Yes/No) bo Ducts on marriage walls adequately sealed" (Yes/No) 14. Hot water system: (Types: elec" naluralgas. other. existing. none) " Pertains to manufactured homes with site installed components, -1- 1. ~ 2. 61'Vl~~ 3. - 4. , aD rtL 5. I F+. Single Pane Double Pane 6ao /45" sq. h. - sq. ft. 6b. - sq. ft. - sq. It. 7. <g~ 0/0 8a. R= - - lino ft. 8bo R= /Cf I.;tO sqo It. 8co R= - - sq. It. ado R= - - sq_ ft. 8eo, R= - - sqo It. 9a-1 R= '- - sq. h. . 9a-2 R= '/1 . 300 sqo It. 9b-1 R= ~ Ii!btrA sq, ft. 9b-2 R= '1 l . 11#0 sq. It. 9c - 10ao R= - - sq. It. lOb. R= I~ - I a.. 0 sq. It. e) 11. Type: -- SEERlEER: -- 12. Type: -- HSPF/COP/AFUE: , - l3ao - l3b. - 14. Type: - EF: - Review 01 plans and specifications covered by this calculation imlicales compliance With tile Florida Energy Code, Belore construction is completed, thiS building will be inspected lor comptiance in accordance with Section 553.908, F.S. IlUILOING OffiCIAL: DATE: Climate Zones 4 5 6 T A8LE 6C-l : PRESCRIPTIVE REQUIREMENTS FOR SMAll ADDITIONS (600 Sq, Fl and less), RENOVATIONS TO EXISTING BUilDINGS AND SITE'lNSTAllED COMPONENTS OF MANUFACTURED HOMES, MINIMUM INSULATION MINIMUM INSTAllED INSULATION INSTAllED EQUIPMENT EFFICIENCY EFFICIENCY A.7 A-" A-19 A-l1 A-3 A-30 COMPONENT U) -' -' <{ ~ Concr"te Frame, 2' x 4' Frame, 20 x 60 Common, Frame Common, Masonry Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame SEEA '" SE~ --fEA '" Centl "I Ale - Split -Single Pkg, r PT AC f(-t1 g? ~ o u Electric Aesistan e Heat pump - Split - Single Pkg, Aoom unit or PT HSPF 6.8 HSPF HSPF 6.6 HSPF CQ.P 2.7' HSPFI , COP AFUE -- ,78 AFUE AFUE '" , .78 AFUE EF .88 EF EF ,54 EF EF .54 EF . S.e Tabid 6.3. 6-7 U) o ~ ...J Lij o 1.2-, 3 <..'J :z i= ..t: w :r w u <<; a.. CJ) A-19 A-13 A-l0 A'll CIJ a: o o -' l.I- Slab-on-grade Aaised Wood Raised Concrete Common, Frame In unconditioned space In conditioned space ,2s:.. No Minimum A-19 R-7 A-ll A-6 No minimum k>-I cr lectric Resistance Gas; Natural or L,P. Fuel Oil t- U :::> o TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to 1I0or area allowed is selected by Iype, overllang l"ngll1, and ,lladlllg coulilCI<JrlI. Maximum% '" Inslalled % '" ,.. .. GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUlfiED FOli GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% ( UP Ie 50~ Single Double Single Double Single Double SlIlgre Double OH-SC OH-SC OH-SC OH-Se OH-Se 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'- 070 2". ,86 10- .70 3'. ,86 2'. ,70 0'- ,65 10, ,65 0'- .50 ~. 1"- ,50 0", .45 0'- .40 0'- .35 SHGC or SC may be obtained from the manufacturero Single clear se '" 1,0, doubl<l clear SC = .90, and single tint SC = .86. SHGC ~ 087",SC TABLE 6C-31 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, qaskeled, weather-stripped or otharwise sealed. v" Exterior Wimlows & Doors 606,1 Max, 0,3 ctm/sq,ft. window area; .5 cfm/sq.ft. door area, ./ Sole & Top Plates 606,1 Sole plates and penetrations through top plates of exterior walls must be sealed. ./ Recesst;d Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed), ../ Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. - Exhaust Fans 606,1 Exhaust fans vented to uncomJilioned space shall have dampers, except for combustion devices with integral exhaust ductwork. - Combustion 606.1 Combustion space and waler tlDating systems musl bt:l provided with outside combustion air, Heating except for direct vent appliances, - Water Heaters 612,1 Comply with etficiency requir<:ments in Table 6-12, Switch or clearly marked circuit brt:uker (electric) or cutoff (oas) must be provided. External or built.in heat trap required. - Swimming 612.1 Spas & heated pools must have covers (except solar heated). Non,commercial pools must have a Pools & Spas pump timer. Gas spa & pool healers must l1ave ItlinimufTI thermal efficiency 0178%, - _t:!.ot Water Pipes 612,1 Insulation is required tor hot water circuluting SYS1UlllS (including heal recovery units), - Shower Heads 612.1 Water flow must be restricted to no mort: Ulan2,5 gallons per minute at 80 PSIG.. . - HV AC Duct 610,1 All ducts, tittings, rne~hanical equipment anu plenum ct1umbers shall be mechanically attached, Construction, sealed, insulat13d and installed in accordance with the criteria of Section 610,1. Ducts in attics must be Insulation & Installation insulaled to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607,1 St:lparate readily accessible manual or automatic thermostat for each system, GENERAL DIRECTIONS: J, On T .Ole fiC'llndlcale me R-value ollhe insulation being added to eaCh compunent and OJe ellicumcy levels 01 Ole equlpmentOelflg installed. All R,values and elliciencies inslalled musl meet or ekceed tne minimum values blea. Components and eqUipment nellller belll~ addea nOr lenovaled may be lell blank, , 2. ADDITIONS ONLY. Delennine tne ptlrcellla~e 01 new glass to condltioneU 1I00r area intha adOltion as lollows, TOlalllle areas 01 all glass wlIJdowS, SIiUIII~ glass doors anU glass Uoor panels. Double 1I1e area 01 .11 non. ,.n"allOOI ~rass and adO i110 IIle previous 101al, Wilen glass In exisling e.lellor Willis IS bemg fUlIloveU or enclosed bl II Ie aUUlllulI,.n allloum equal 10 Ihe 10lal area of IlliS glass may be subllacled from llie lolill gloss area, D,VlUe IlIe aUJusled glass area 10101 blllle conUltloned 1I00r alea 01 llie aUulllon. Multiply by 10010 gel me percent FlI'u IIle la'yest glo>5 pe..onlago onOel wtlleh yoor calculaled petcenlago lalls on Table 6C'2. Prescllpllves are gIVen bl me Iype 01 glass (SlIlgle or Douole pdfle) and Ine ovemang (OH) paued With a shading coelliclenl (SC). For a given glass 11Pu OIlU o,orllallg, the mil1lmom stJaulllg coelliciorll allowod is speelheU. Aelual gl",s ",wo"s and OoOIS Plevtousll in Ihe exterior walls ollna hous" and being reinstall"a in ilIa aadlllon do nol have 10 comply Wilh Irle avemarog .nU stJad,ng coellicient reqUlremenls on Table 6C.2, All new glass In IIle aUU,llon musl IIIeelll,e requirement"" OCle 01 IIle opllons Inllle glas; percentage c.legory IOU 'ndlcaluu, Tho Ovem.ng (Oli) U"'limee IS lIlea,ureu perpenulCulally Irom tne lace 01 II Ie glass 10 a poinl Uueclly unUerthe oulerrrrosl oUge a/lI1e ovemallg. 3. RENOVATIONS ONLY, Replacemelll glass needs 10 meel 1I11l101lowing requirements. AlII glass tlpe and Shadtng coolliciel1lmay be used lor glass areas which are under alleast a two 1001 overhang and wlloselowesl .090 does nOleXlend tuMer II Ian II leellium IIta ovemang. Glass areas being renovat"O IIlal do rMHI"OIIIlIS Clllulld lIlu:..1 00 tllllel s,nvl..pane IIll1ed, Uouble'pdne Clear or uoullle.pane IIll1ed. 4, bUILDING SYSTEMS. Comply whon new system is Inslalled lor syslem iru,ralled. 5. Call1p/ole Ihi: informat.on ceqoe>l"'CJ on lI111tOp naU 01 page 1. .; Huoo 'M,nilllum AequuulIl<nl:; IUI SlIIall AaUllla/ls and Rdllovalions', Table 6C'3, anU check all applicable iloms, 7. Redd, ",gn aJla aale Ihe 'Owner/Agenr celllfiealion SIJlelllOnl on paglll. -2- ~ 1 l I J I OJ I I r I N 'It J I. t = e ...I en i ~ i &: o Ii e u Co:) l! en ~ m ~ ..... I ~ i:n CVlU ...... 'It~O l:! Vl = N NOI,f) x---,l ~D..'It ...... 11.I ...I 11.I L ; I .... I en ...I I ~ i I u en ...I e u it > I- b ...... :z 2 l- e > 11.I u:I s: ~ :z o j: c > STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS. SECTION 4. (OPTIONAL) 0.006 MIL. VISQUENE OR 15# FELT VAPOR BARRIER VINYL SIDING TYPICAL FOIL TAPE ALL JOINTS 1/2" X 4'_0" x 8'-0" PRESSBOARD OR CDX PLYWOOD (OPTIONAL) FOIL BACKED 3/4" OR 1/2" FOAM INSULATION VAPOR BARRIER (2) 2 x 10 HEADER WI 1/2" SPACER DOUBLE 2 x 4 TOP PLATE HEADER AS REQUIRED FOR SPAN (FOR HEADER SIZES SEE TABLE 4.4) NOTES: SIDING IS TO BE FASTENED @ 16" O.C. TO MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS AS SUPPLIED BY THE SIDING COMPANY NAILING SIDING OVER FURRING STRIPS: 1" SHANK ALUMINUM NAILS OR EQUAL. SIDING OVER FOAM: 1-3/4" SHANK ALUMINUM NAILS OR EQUAL IF PLYWOOD IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED FOR THE VAPOR BARRIER, VISQUENE, TAR PAPER OR SOME OTHER SUITABLE PRODUCT MUST BE USED OVER THE WOOD IF A FOURTH FRAME WALL IS REQUIRED, ALL FRAMING AND BRACING SHALL BE THE SAME AS FOR OTHER WALLS OR PROVIDE ALUMINUM OR WOOD BEAM SIDING PROPERLY APPLIED OVER PROPERLY FRAMED STRUCTURE COMPLIES WITH 100 M.P.H. 110 M.P.H. AND 120 M.P.H. WIND ZONES SPECIFIED IN SBCCI AND BOCA CODES BRACING FOR CORNERS SHALL BE 1/2" 4 PLY CDX PLYWOOD FOR WOOD STUDS @ 24" O.C. NAILED WITH #8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD ALTERNATE BRACING SHALL BE 1-1/4" x 14 GA. GALVANIZED COIL STRAP X-BRACED TO STUDS W/ (1) #ad COMMON PER STUD OR 1-1/4" x 0.050" ALUMINUM STRAP X-BRACED AND NAILED TO STUDS WI (2) 1-1/4" ALUMINUM NAILS EACH STUD . STRUCTURAL GRADE THERMAL PLY STUDS SHALL BE 16" O.C. AND NAILING OR SCREW PATTERN SAME AS CDX WITH NAILS OR SCREWS PER MANUFACTURERS SPECIFICATIONS TYPICAL WOOD FRAME ATTACHED TO STANDARD CONSTRUCTED HOME SCALE: 1/8" = 1'-0" ( ,~ Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA, Fl32121 TELEPHONE (904) 767-4n4 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrn EN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 97 SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS JOIST BUCKETS 2 x 6 FLOOR ~ JOIST@ 16" ON CENTER r . 9 Co DBL. 2x6 .r- B ~ . 0 , B <0 ..- 0::: w Cl 0::: CB . to 9 >< Co N l w ..J Ol ;:) A 0 Cl A MAX. SPAN BETWEEN SUPPORTS SEE SCHEDULE BELOW ----.- VARIES _._h DECKING MAY BE 5/8" OR 3/4" PLYWOOD OR 5/4" x 6" OR 2 x 6 PLANKING NOTE: SEE SECTIONS (PAGE 105) TYPICAL WOOD DECK FRAMING PLAN. SCALE: 1/4" = 1'-0" Lawrence E. Bennett, P. E. CML ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4n4 FAX (904) 767-6556 SEAL -~., PAGE 98 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETT. P.E. STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS 2 x 6 FLOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER WITH SIMPSON H-2.5 HURRICANE ANCHORS AT 16" O.C. CONCRETE BLOCK PIERS AT 8'rO" O.C. CONSTRUCTED ON 4 x 16 x 16 CONCRETE FOOTING PAD, CELLS POURED SOLID WITH (2) #50 BARS AND (1) SIMPSON H-6 ANCHOR IN EACH CELL FASTENED TO DOUBLE 2 x 8 GIRDER SECTION 4 3/4" PRESSURE TREATED PLYWOOD OR 2 x 6 PRESSURE TREATED DECKING CONCRETE BLOCK OR TREATED WOOD PIERS AT 8'.0" O.C. FOOTING TO DECK CONNECTION SECTION A-A SCALE: 1/2" = 1'-0" CONCRETE BLOCK PIERS @ 8'-0" O.C. CONSTRUCTED ON 4 x 16 x 16 CONCRETE FOOTING PAD AUGER @ EACH PIER FASTENED TO 2 x 8 GIRDER WI FLAT STRAP 2 x 6 FLOOR JOISTS FASTENED TO DOUBLE 2 x 8 GIRDER WI SIMPSON H-2.5 HURRICANE ANCHORS @ 16" O.C. OR 2" x 6" JOIST BUCKET 3/4" PRESSURE TREATED PLYWOOD OR2 x8 PRESSURE TREATED DECKING ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A SCALE: 1/2" = 1'.0. 2x6 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O BOX 4366. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. 105 SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 AND / OR TABLE :3.1.2 ~~ // ROOF I -_. . ..... -- MINIMUM 3.1/2" SLAB ON GRADE OR RAISED FOOTING (SEE DETAIl.S FOR FOOTINGS) 'LW' .... -"--'r r ( )r~ M^X. IIPFHGHf LHJGTH I 1" x 2" .-J - --- "-- --- ----'., ._~._. -.-.... -_. . ... __ V~~I~S ~()!Af\X:..(~~.~~~?..l.I\~ O~ S)~_~'3~!:>~L_ 'YPICA' mASS ROOM WITH SOUD ROOF TYPICAL FRONT VIEW FRAMING . (flFIGHT ur UPRI(~HT IS MEASURED FlWMIOP OFI"x2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 1 FOR DETAILS) SIZE BEAM AND UPRIGHTS (SEE TABLES) LOAD WIDTH FOR ROOF BEAM r".~ L~2=.=L__m..._n_ SOLID ROOF _'m_nn_._. U=~e4-_. .L O.H. _.nu__._ _. EXISTING STRUCTURE P = PROJECTION FROM BLDG. LW = LOAD WIDTH J 't, VARIES P VARIES---.J TYPICAL SCREEN I GLASS ROOM SCALE: 1/4" = 1'-0" NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI. PE PAGE 77 SCHEEN, VINYL & GLA~;;; I\OOMS (2) #10 x 1" S M. S INTO SCREW Sl.OTS ANCHOI~. 1" x 2" PLATE TO C(lNCRETE W/l/tl" x 2-1/2" CONCRETE ANCHORS WITI-tlN 6" or: FACti SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE J-.-... .---.. --- .... ---------j ~_..._. .-.-. .--:., ~. --==..---=-- '\ II fiT -L=-.'.- .1l..-11. .=t.. '. -.~ ~t.~_.-s. . --,~ -.'- . . '" : --.:...._'--~---- -'. SECTION 3 BEAM I HEADER AL TERNATE CONNECTION DETAIL 2" x 2" x 0.063" ANGLE CONNECT UPRIGHT @ BEAM I HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE HOLLOW POST TO BASE AND l.fOLLOW POST TO BEAM DETAIL SCALE: 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST _____ ~---- -'~T'-~--j --] -.-- o 0 --f::-':'" - --------1 o 0 .. -F-------~ .I-}- ./---- f ... . I /--- /:2~ -. --:;i=:- --~ ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE (4) #10 x 1/2" 8.M.S. EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) #10 X 1/2" 8.M.S. EACH SIDE 1" x 2" EXTRUSION 1-1/8" MIN IN CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVil ENGINEf R .. DEVE/. OFMENT C( WSUL TANT po. BOX .Ulin, S(lUfH D^YTONA. FL 32121 TEl r=PIfONF (91).1) 767477.1 FAX (Q(I~) 787.6558 SEAL @ COPYRIGHT 1899 NOT TO BF nErnOfJl1CEfJ Itf WI IDLE OR IN PAR 1 Wll Hour 1 HE WRIIIFN PFRMISSION or I AWIH NCF F. BFNNF TT. P F PAGE 81 SCREEN, VINYL & GLASS HOOMS SECTION 3 .IF.Hl~JliiI5I Allowable Beam Spans - Hollow Extrusions for Screen ami I or Vinyl [Open] Rooms with Solid Roofs All 0 6 Aluminum ov 6 63 T- Wind Zone 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH ~ed Load 17 # I Sa. Ft. I 20 # I siI. Ft.I 23 # I Su. Ft. I 26 # I Sa, Ft. I 32 # I Sa. Ft. Load Width 2" x 2" x 0,032" 5' 6'.3" 5'9" 5'.4" 5'.0" 4'.6" - 5'8" 5'-3" .. 4'.11" 4'.7" 4'.2" 6' .--.--- .~_.. 5'-3" 4'.10" 4'.G" 4'.3" 3'-10" 7' 1-. --' 8' -- -- 4'-11" 4'G" 4'.3' 3'-11" 3'-7" ---- g' -- 4' 8" 4' 3' 3' II" 3'.9" 3'.5" 1-----:..-.-- 10' 4' 5" 4'1" 3'.9" 3'.7" 3'-3" 1-. 11' 4'.2" 3'.10" 3'.]" 3'.5" 3'.1" 1--------- ,- 4'.0" 3'.8" 3'.5" 3'.3" 2'.11" 12' -.,.--- 2" x 2" x 0,036" Load Width 5' 6'.9" 6'.3" 5'.10" 5'.6" 4'.11" --6;---'-' .-. -. 6'-2" 5'.8" 5'.4" 5'.0" 4'-6" ,.'. 5'-:'1" 5'.3" 4'.11" 4'.8" 4'.2" 7' 8' -. 5'.4" 4'.11" 4'.7" 4'-4" 3'.11" g' 5'.1' 4'.8" 4'.4" 4'.1" 3'.8" '- 10' 1'.g- 4'.5" 4'.1" 3'.10" 3'.6" .-.- 11' 4'.7' 4'.3"- 3'.11" 3'.8" 3'.4" ".. 12' 4'.4' 4'.()" 3'.9" 3'.6" 3'.2" --. 2" x 2" x 0.044" - Load Width 5' 7'.5" G'IO" 6'-4" 5'.11" 5'.5" . 6' 6'.9" 6'.3" 5'.10" 5'.6" 4'.11" -_._-..-- 7' 6'.3" ~'-9" .. 5'.4" 5'.1" 4'.7" -_.-. 8' 5'.10" - 5'.5" _n_. .-- 5'.0" 4'.9" 4'.3" 9' 5 .1" -..-.- 4'.9" 4'.5" 4'-0" >.-. 10' 5'.3" . 4'10" -. . 4'.6" 4'.3" 3'-10" _.. -~..,._- 11' 4'.11" or 4'7" -- 4'.3" 4'-0" 3'-8" -..,---. 12' 4'.9" 4'.5" 4'.1" 3'.10" 3'.6" _____Load Width 2" x 2" x 0,055" --.. 5' 8'.1" T.5" 6'-11" 6'.6" 5'.11" 6' T.5" 6'.10" 6'.4" 5'-11" 5'-5" .-------.7' 6'.10" 6'.4" 5'.10" 5'.6" 4'-11" 8' 6'.5" 5'.11" 5'.6" 5'-2" 4'.8" -------- 6'.0" 5'.7" 5'.2" 4'.10" 4'.5" 9' '10' S'.g" 5'.3" 4'.11" 4'.7" 4'.2" 11' 5'.5" 5'-0" 4'.8" 4'.5" 3'.11" 12' 5'-3" 4'.10" 4'.6" 4'.3" 3'.10" - Example: For 2" x 2" y 0 044" Extrusion beilm span is distance between uprights, to enter table roof panel projection of 14'.0" find load width; LW. = H'O' 2' () It = 9' Enter table on left under load width. Load Width = 9'.0". Read span under appropriale load. Live l.oad @ 17 # / Sf! Ft /102 MPH. Load Beam Span = 111,' Note: Glass Rooms! he addition of aluminum frame windows with glass panes that are designed to 110 M.P.H wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E. BENNETT, P E. PAGE 89 SECTION 3 SCREEN, VINYL & GLASS ROOMS .F.1i1~"". Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.032" Hollow Extrusion Wind Zone Load 102 M,P.H. I 110 M.P,H, I 120 M.P.H, I 125 M,P.H. I 140 M.P.H. Width Applied Load 19 # ISa. Ft. 23 # ISa. Ft. 26 # ISa. Ft. 29 # ISa. Ft. 36 # ISo. Ft. 36" 9'-5" 8'.7" 8'.1" 7'.8" 6'-10" 42" 8'.9" 7'.11" 1'.5" 7'.1" 6'-4" 48" 8'.2" 7'-5" 6'-11" 6'-7" 5'.11" 54" 7'-8" 6'-11" 6'-7" 6'-3" 5'-7" 60" 7'.4" 6'-8" 6'-3" 5'-11" 5'-4" 66" 6'.11" 6'-4" 5'-11" 5'.8" 5'-1" 72" 6'.8" 6'.1" 5'.8" 5'-5" 4'.10" 78" 6'.5" 5'.10" 5'-6" 5'.2" 4'-6" 84" 6'.2" 5'-7" 5'-3" 4'-11" 4'-6" 90" 5'.11" 5'.5" 5'.1" 4'-10" 4'-4" 2" x 2" x 0.036" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M,P,H. I 120 M.P.H. I 125 M.P.H, I 140 M.P.H. Width Applied Load 19 # 150: Ft. 23 # 150. Ft. 26 # ISa, Ft. 29 # ISa. Ft. 36 # ISa. Ft. 36" 10'-3" 9'-4" 8'-9" 8'-3" 1'-5" 42" 9'.6" 8'.7" 8'-1" 1'.8" 6'.11" 48" 8'.10" 8'-1" 1'.7" 1'.2" 6'.5" 54" 8'-4" 1'.7" 1'.2" 6'.9" 6'-1" 60" 1'-3" 6'.9" 6'-5" 5'.9" 66" 1'.7" 6'-11" 6'-6" 6'.1" 5'-6" 72" 1'-3" 6'.7" 6'-2" 5'-10" 5'.3" 78" 6'.11" 6'.4" 5'.11" 5'-8" 5'-1" 84" 6'-8" 6'.1" 5'.9" 5'.5" 4'.11" 90" 6'-6" 5'-11" 5'.6" 5'.3" 4'-9" 2" x 2" x 0,044" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H, I 125 M.P.H. I 130 M.P.H. Width Applied Load 19 # ISa. Ft. 23 # 150, Ft. 26 # ISq, Ft. 29 # 150. Ft. 36 # ISri Ft. 36" 11'-2" 10'-2" 9'.7" 9'.1" 8'-2" 42" 10'-4" 9'.5" 8'-10" 8'-5" 1'-6" 48" 9'-8" 8'-10" 8'-3" 1'-10" 1'.1" 54" 9'-2" 8'.4" 1'.10" 7'.5" 6'.8" 60" 8'.8" 1'-10" 7'.5" 1'.0" 6'-4" 66" 8'-3" ".6" 1'.1" 6'.8" 6'.0" 72" 7'-11" 7'.2" 6'.9" 6'.5" 5'-9" 78" 7'-7" 6'.11" 6'.6" 6'.2" 5'-6" 84" 7'-4" 6'.8" 6'.3" 5'-11" 5'.4" 90" 1'-1" 6'.5" 6'-1" 5'.9" 5'-2" I, ...jl Notes: Glass Rooms The addition 01 aluminum Irame windows with glass panes that are designed to 110 MP.H wind load requirements to the above upright sizes increases the strength so that additional framing is not required Scresn Splines on 3" side. extrusion turned with 3" side parallel to sole plate. Ex.mple: Screen panel width "W' '= 60"; Maximum "1-1" for a 2" x 2" x 0 036" Hollow Extrusion '= _I Using screen panel width "W' (See typical glass room drawing), select upright height "1-1" required 110m the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 ,I .... SEAL PAC?E 92 @ COPYRIC?HT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P,E.