The URL can be used to link to this page

Home My WebLink About98-7945 BUILDING PE<RMIT ~D BUilDING El~ CITY OF ZEPHYRHILLS (813) 788.6611 AFTER HOURS PHONE NUMBEf{ (813) 788-5262 PlU~- MEC~ Permit 7945 4 9' ~-z;J -....- Date Sewer Conn Property Owner: Job Address: Parcell.D. # Water Conn: Water Meter: T,I.F.'s: Zoning: 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 Ordinances. DATE Inspector ~b Permit Fee Signature Company Address Telephone# 7 8' Z - t 0 (, ~ Valuation or Contract Price -1'5 - ~J~t)O' ; City license Registration # ,~ {; State Certified license# &~o/~u < 1 B~DtrM ~RICAl.-- Ftr. 910,/18 b b Tp,Serv, Pre SlB / I 0 Rough In lintel Meter Can FRM. Const. Pole Insul. Cl Pool Wl Pre-Meter Final PLLlUBt'IV(j'- MEG+IAf<lIL.AL SlB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway c; /1 /c,j loS . I REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 'J-6o:e&t shall be made for each trip for each trade: :J..~-:1Ji) Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site, Plans not at job site. Work not accessible. a. b. c. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. '" I,! 127ft- H c~>T. W/iIf )iL~TCc L){TL~ ::~<6 L"~ 0JAl4.::.J1.. ~l {)G;:. ST " ., :1 i:'J~JI S; c,;ctO. \:)2- I,; I" ,i;, BLbG', 5C). DO ,j " I: II,PLuw1g,. \ !;ilV\~Cl-l. /L\)t :.'{i.Lt.C. I : I 1 !f ,;; 150U x 2:Jq6 X 'Set. F-t :5q. F-I Ii" i i C(,zF 0\ -1- Ni /. .. .' 11-" i , I I' ! . : . . ! . i : I Co N l\.l rz:.. c...~n l) N F ~ E- S 'ii , ;i, . , ; : I ;1: :!, N 1ft :i: ; Ii i!'I' " Ii' '!, 'I: OACbN &Ac '2 91.0 ." r....... ..::> J- ,I :1: 39l. ~<J. F~r; :q .il i:! -!R:f)N ~ pOlL lA 1-( 0 N l{IVlfAc'r FlZ:Iz-S I:' ,'j 1,1 . ! I I '!, I" IIi , ! IiI ! ~ IV ) fr Ii Jb : I I'. . ", 11;- ~ ::'.' r ----} q ~ .' r/' ^ I'~.-/ .?--_ () /'1;;1 U .7 ;, I:; It! " APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT Jff ~9~yA h. r5 ....s 1-1 ~ OWNER 'S NAHE fVLff-::r16:. 5" It , ~.k.s . PHONE OWNER I S ADDRESS JOB ADDRESS 3~~3 a. (j Ak~ f-IO~E -:iT. '-.lrr 57 LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I. D. # .2 Y-;lt, ~ ~/ - ,,0.:5!) .. () Dl>[){) .., .Sf WORK PROPOSED:~Construction ____Addition (OBTAIN FROM PROPERTY TAX NOTICE) ----Alteration ____Repair ____Install ____S ign ____Move ____Demolish PROPOSED USE: ____Single Family ____M/F ____# of Units ~ ____COII.lIDercial ____Indus t " ____Swim. Pool _Other ____Restaurant & Health Department Approval DESCRIPTION OF WORK: 5cd&:Af 1lo8J'11t . , v -/4J()JV\ I CfJ(lfJIJ!.:r, , I 12.(6, W ~fr'1 BUILDING SIZE: x Square Feet. Height RES ID ENTlAL: COIiMERCIAL : LG 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. PERMITS REOUESTED $ f:;f &0 . €>O Valuation of Total Construction ____ELECTRICAL AMP Service Florida Power Corp. _hl.R.E.C. ____KECHAHl GAL $ Valuation of Mechanical Installation ____PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Block. ____Fraae ____Steel Other FINISHED FLOOR ELEVATIONS: FT" IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** BUILDER Signature ~ -;~ CONTRACTOR SECTION COMPANY ~. ELECTRICLAN COMPANY State Cert" or Regist. ~ Si~ture City License Registration # *******.******.*************************** PLUMB ER COMPANY State Cert" or Regist. U Signature City License Registration ~ ****************************-************. ME CliA.N I CAL COMP AI'lY State Cert" or Regist. # Signature City License Registration # ****************.....**.********.********* Q1ll.ER COMPANY State Cert" or Regist. # Signature City License Registration ~ ******a**a****a*****_..****.*.***..******* APPLICATION APPROVED BY PERMIT OFFICER. '. CONDITIONS OF PEI~IT AFFIDAVIT A, NOTICE OF DEED RESTRICTIONS The undersigned understands that this perl it lay be subject to "deed restrictions" which lay be lore restrictive than City regulations. The umJersigned assllIes responsibility for cOlpliance lIith allY applicable deed restrictions. I3, UNLICENSED CONTIU\CTOHS AND CON'l'HAC'l'On RESPONSIBILI'l'IES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance lIith state and local regulations. If the contractor is not licensed as required by law, ooth the ollner and contractor lay be cited for a lisde.eanor violation under state lall. If the ollner or intended contractor are uncertain as to IIhat licensing require.ents lay apply for the intended work, they are adviseu to contact the City of Zephyrbills Building Departlent, (813) 788.6611. Furth'erlore, if the owner has hired a contractor or contractors, lie is advised to have the 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, ratlier tlian tlie contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the CiLy of Zephyrhills. C. 'l'R1\.NSI'OHTATION IMPACT FEES A_NO. UTILITY CONNECTION FEES D . (::ONliTHU5;:~!:.LQ.!i_~l...~!! L1\W (CIlAP'l'EH '113, FLOHID/\ ST/\TU'l'ES, AS AMENDED) I certify that I, the applicant, have been provided lIith a copy of "Plorida's Construction Lien Lall - HOleollner's Protection Guide" prepared by the Florida Oepartlent of Agriculture and Conslller Affairs. If the applicant is sOleone other than tile 'owner", I cerLify that I have obLained a copy of the above described doculent and prolise in good faith to deliver it to tbe "owner" pr ior tu couellcelenl. E, ~oNTnAC.1'OI!"":'~LQ_~NE!.!..~S AFfI~AV IT I certify that all the inforlation in this applicatioll is accurate and that all work lIill be done in compliance lIith all applicable laws regulating construction, zoning, anu land developlent. \ ApplicaLion is Ilereby lade to obtain a perlit to do work and installation as indicated. 1 certify that no work or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all lalls regulaLing construction, City codes, toning regulations, and land developlent regulations in the jurisdiction. I also certify thaL I understand that the regulations of other governaental agencies lay apply to the intended work, and that it is IY responsibility to identify IIhat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: I Deparllent of Envirorrmental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands, Water/Wastellater Treallent I Southwest Florida Water Hanageaent Uistrict - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Havigable Waterways t Deparlaent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Trealaent, Septic Tanks I US Enviro~ental Pro~~~l.Q!1~genci' - Asbestos alialeJlellt 1 al60 certify that, if fill lateriaI is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "colpensaling volllle" will be sub.itted IIhich is prepared by a professional engineer registered in tbe State of Florida prior to perlit issuance. A per.it issued shall be construed to lie 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 frOl thereafter requiring a correction o[ errors in plans, construction, or violations of any code. Every perlit issued shall becOle invalid unless the work authorited by such perlit is cOllenced .ithin six lonths of issuance, or if work authorized by the perlit is suspended or abandoned [or a period of six IOnths after the tile the .ork is cOllenced. One 90 day extension of tLae, aay be allowed [or 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 six lonth period, or the project will he considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A HOT ICE OF COMMEHCEMENT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVKKEKTS TO YOUR PROPERTY. If YOU INTENO TO OBTAIN PINAHCING, COHSULT WITH YOUR LENDER OR AN ATTORNEY BEfORE RECORDING YOUR NOTICE Of COKMEHCEHENT. JOBS UNDER $2,500 IN VALUE 00 HOT NERO TO RECORD AHD POST A "NOTICE OP COMMENCEMENT". -s7i;1,~i~ ):it' f'j ~ SIGNATURE' CONTRACTOR STATE OF FLORIDA Ji) S COUNTY OF t:JJ- c... V The foregoing instrument was ac)s1};9wledged before me this t.lt.t; 11 , 19 ~ by ---PE.(l(;DtJ~ -( /CtJ t!) fA/ ~ who is personally JulOwli to me or who has produced as identification and who did/did not tak~l_o~ath/)_ ~ ~~ IJ, IJSI3IEL- (Name Typed, Printed or Stamped) NOTARY PUBLIC #'''"6' BruceAAsbel._ *,-*My commission CC7486I 7 ,....~, expireS June 22, 2002 STATE OF FLORIDA n COUMTY Of ill S GO Tile foregoing instrument was a~';lOwledgel1 oefore me lilis1lvG 31 r 19~ by ~'I /CtV~ who is personally known to me or who has produced as identification and wilo did/did not take~. Il~ ~ (SiynB~~~ 45f5~f-, (Name TypeLl, PonleLl or StampeLl) NOT^RY PUBLIC #'''"6' BruceAAsbel *if *My Commlslion CC748811 '''''~ Expires June 22. 2002 , ' STi\TE rx" :-:.~ C::::i.'"ll'" COUNTV Frs i~: ;;,-:"-1 "~:~:;~:U~NC ;.s A muF. r.j':~J CUU~':~~DT ~ <~':>iT ON FILE OR GF r'uuuc r~F;'J.'.-,~',: .~.; f:;'-,:.~.-'~ WiTNt,~~,S MY HAND A~~~*~L ~~::~~_ ,','~",y:J.._ DAY OF ~:D PI~]!;,:hCOU" DC. 11111111111111111111111111111111111111111111111111 98108588 Rcpt: 266718 DS: 0.00 09/04/98 Rec: IT: 6.00 0.00 Dpty Clerk . " JED PITTMAN, PASCO COUNTY CLERK 09/04/98 OJ:J8p. 1 of 1 OR BK 4001 PG 13&0 S:. a ': C I). (L t)(L( 0/1- NOTICE 0.. COI1M.ENCE/'-U~NT County 0: PASCO 7Uf! lItHWflSIGN~D hereby gives notice that improvc:ncnt w~ll be ":':H!e '..::J C:::'..::~n r2.)] p:')perty, and in accordance with Chapter 713, fl(,rlC~o S:'-\:l:te~, '..;"e ro1lol,.,'~"'J lnfornation is provided in this Notice of COfT'lnCflCf'IIC:,{ .' 8c',cr:.ptioll of Property: Parcel No. '}Jf-2{,-2--I-OOOo -OpIDO- !)-7 (~':'JJl l~~~tl~~~f'[f; p~~J!r~!~and street .)ddrc~~~ ~~C..~- C~ ~ral !)escrlpclon of Improvement -I1LU/J1( A/VIYl 2 . ? J1:.ci.M-~ v,e: !11fornlation: Name /YlIF5E~/{C OAk) :c .rc"s PI) !3DX CO, I City 2J:Ptfl{lLH-lLL.>' ::"..crest In Pruperty: '.: F(. ~5 3'1 ~,~ ce 0: fee Simple Titleholder: r:: other th~n owner) City i~:.;:::-c 5 9 Co:::ac:or: N.:Jme 8tH- :,c;.::ess Iltf'lt( CSN>'rllt/crrtvJ tF {eMJ12I4~_ r=--(~ 5"eO;qre <;;;,,-. Ci ty f]flocKsVI t..L,: ~L (.' ~ ',' .J ___ ~) - '-' ~ - .. ~ <<(-bIY s, Sl;:ety: N.:Jlne City ~. :. ,~ :.. .: /\c~:ress ,\~ '~r,c of Bond: S to. Ll!' :.::e:: :Jame /\c: ::-C~; 5 City l"~: S G:: s w 1 t h 1 nth eSt ate 0 f F lor i d a nc)' .ces or o:her documents may be 7' 1J::)lo)(7), Florida Statutes: c1eslgniltcc.: servcd oS ~JY (h :H?: r: I' C v :c: ,~. (: .~o:' SCC.__C:-: I\:~ ::eb~ City 6 1"1 .3 d C c t ~ 0 n to him s elf , Owner des i 9 n ate s C : to:: c C e ~ ',' e L:<':"c:"s NOtlCe as provlded In Sectlon 71J.lJ(1)(:J, :--:,,:...,,:, '_' '2 :.; : a : ...' ~ . 'J fA;:."" .')n dnte of Notlce of Commencement (tile explC/ll:C,,' c.,'_,-, .:3 : :- ,,:;:n ,t:l e cJ.:l t C u f r (! cor din gun 1 e s sad iff c :: e n t d a t c ~ s ~ pc = 1 ~ . t.:':: , - ~ ::cc:"c,':C:':::cc~~~~~ ~" o,l9~~~R_ :J ~ ;() -">Ge f/ ~d ~ .-; :::: ^ p.:.. r e 'S : *li:iii!........... C ' Wl........ ommlsslor; ;' -- ~,.......' Expires June 22, 20G~ .f'"'b, '" 1M;e A Atbel * ~ *My Convniasion CC741ffT7 ~~7EXPires June 22, __- "-" ~ fi\ ~ ~\\)q 1< '10/ '<:.', ~, >1 ~~ , '- ~~~ (\t;- ::)~ ~'o-;. 10 t I::)~ / / It ----t- /.2 / l\ 5- ';:-,'" ~ ffh' b /u 1-1 () '" ti' ~ I I "'!i ~ r_ 7 . 0-., ~ It\ &';'. ~ s;.~~ t- S<.Rcc~ A'~..v ~~l ~f'!\ ~~ ~ ~' \ ~~ ~. ~ ~ -\ ; ~~~ It> ~~ " l'\ , ~~ 33 ~~ ~ ~ ~ .~ ~~.. 'k ~ ~~ ~ ~.. ........, ~ ~ -.....c. ~.:- ~~~' '^~& / ~l\C 7) I \ ~ , ~~\ '0('\ ~:::1 ~':ll c:s. "'" ' "",~, . f t',\ ~, ~ ~ ~ ORI~'t- wily ~~ ~t ~ ()i ~ '. \JJ ~~~ ~ 11', ~'"~ . l\ ~ ~ f\ ~ ~~ I ~ ~t ~ "" ~ <:) J9 ~~. / ~,~ )9 No ('r\ ~, ~ (\ ~ ~ I :,~ ~ ~ '\.~ ~ t ~ ~"?\ \"l (0 "1 ~ 'f 1< ---- 5-7 Lol Ilir;j c5';; C- o /1 K.5 ~ () ~ 'J \tj ~ ~ o o ~ \........... ~ ~ ~.J '""-...... " ~'~ ~ <::t::: \) , ''iJ-.l,,- ,,<11\~ VJ ~\~ ~,-lj I", ."'-.J ~~ ^-.. ! ~ ~ \...1 R J.:::: ~~ , ~ ~ );:: t\ ~ '\} :-.. ~ ,lu " \~ VI ~ '(j ~ ~ IU ~~ r- '~ -1 ,,\ ~ '~ ~'~ ~ "-.) Iv " '1' ~'~~ ~~ ~ ~I\..;~ ,:'" Ii..) ""l '\ \ ~ " '::J "-.. -+ ... r-...... v ~ 'C:J ~ .~,~ ~K ~'J~ ~ ,,~ ~ -0. ~ ' >"\ 0"-.. ~ \{,J "'- ~~ 1<..) ~ ~'Jj I ~ ~ h-I..J'\) ~ ~ ".3 ~ ~ I " ~ '-.J C\ ~ ,~ ~ '~ ~ ~ <::s'1( ~ ,~ ~ \u ~ ,~~ ~ ~'''x ~, .J ').'-...., ~ ~ \'U ~ i........ ") . '-..J' ~ ~;.::: ~ !(J I~ [-.1\ -.J\ 'V\ ,IQ ~ '~Il; ~ ~ ~'ij '0v "'i \.^, ~ ~ ~ ',<;J ~ '~~ l.~ ~ '~ I"- (,\ \'0 <"~ .~~~ ~ ~~ ~ rI) ~ '>(J VS ~ 'i: '~"'-l\, ~~ ;...~ ~~,"t '-...l 't) ~ ''""'-.) I\) ~~ ~~} ~.,(jk..... )'-..., ~ ~ ~ ~ ~ -"( C \J .~~ ~~ ,~ I\)~'J"" ~~~ '~ I~~ ~ '::::t:~ \'J\~ \; \\,J \'-1 ~~s ~,\J .... " ',- :-,\ ~ ~ \,) ,\') ~,~~ \, \,) ~ ,-.........; ,~ ("\ ~ . '\::J .~ \j I ~ ''^-- ~ R:J \~ ~ I \-1.:, ~~ ,"~ ::>... ~""" ~ \ ---- ~ ~ ~ ~ <t:' ~ ,,~ ~ ~ \. ~ " '....... ~ :.- ~ " ~ ~ ~ "'" v V, ',- ~ ~ \", ':l:: 'v) -1 ~~;: '""< \'~'- "J ~) h: ~\J7) '~ "<(.; 'V\ ......\A . \ , ->--- ~ ~ :z: \~ ~, \J 1I\ - 0 ~ '-l ~'-) < '~ ~ ,~ ~ ~ Cl, ~, ~'-; ~ ~ "--' r '~ , 'v ./\ ~~---1 1 '. ~ I~ '~~ ~.'~ C\ ~~ I )~ J ~ .......' ~ ~~ c; ~ \J ~~ ~ '" \ ~ t,J .,~ \lj r-<J ~'-'\ " ~ ~ " ~:.~~ ~ '"" 'CJ ""- \'-6 ~ ~"" ~ G'\) j...... ........... '0-, ~'J , ~ ~ , , '\1] ~ \~ '" ~ ........ 'v\ \-{j \~ ,II..) ~ l......' '-\ ~ \J I:::(). '- (J)...: , \J ... i "'i.. r '<J ,~V) 'J-.... ~ ........ 1'0 .Iv IY\ '-> ... ... '::-.....~ r-'~ -1 '-.J ..... ~'t; ] ~.~ ~ ~.~ 1-::.... ~ ~ ........ '~ 1 " '~ ~ ~;:~ ~ \j ( IlJ r-~-, V"\ '''-.J I .-.......J <t " ' c::-...... \) ~ ~ .:;;~ ~ .~'~ ~ ~~~ '-....~ \J _IU ~ ~ I -.J 4J V) 't-- "::l' --...... \. r- ~~ -1 \:-- V) '.J-...... V) ...?>-- ~~ ; V') ~ ..", ~ ~\~~ "':l l~ ~ ] ,,,< ~ 1'lJ '\() <::( ~~ --......:J ~ I~ ~o-...~ ~~~ <:"'l( - ~=~~ ~ ~ \-- ~ ~~ ~ ~ ~ '~~ t:: ~ <:) "Q SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ~ - SEE CONNECTION DETAILS w ..! en o ~ c.? ~ ~ I X W II II Ii ~ PAN OR COMPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE P.T, OR WITH VAPOR BARRIER AT ALUMINUM ROOF I I I II II 2" x 4" LUMBER TOP PLATE @ ROOF 2. x 2" ALUMINUM OR 2" x 4" LUMBER #2 SP.F, (MN) SHEA THNG: 7/16" O.S.B. OR V2" PLYWOOD WIT STUDS 24. ON CENTER OR .----- W I ~ o J: 12. x PAN (SEE TABLE) USE W ~ TO SELECT PAN FOR REQUIRED SPAN en o ~ ~ ;" W 1 VARIES en X w FOR FRONT BEAM USE L . W I 2+0VERHANG SEE CONNECTION DETAILS '--- SEE SLAB DET ALS ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" X J 1/4" TAPCONS @ 16" O,C FOR MASONR, #16d COMMON @ 16" O.C OR #10 X J 'j," FOR WOOD. AND #10 X 2 ,/, SMS FOR 1" X 2" AlUMINUMI #10 x J ,/, SMS FOR 2" X 2" ALUMINUM ALUMINUM POST AND BEAM ------ '--- SHEA THNG: 7/16. O.S.B. OR V2" PLYWOOD WITH STUDS 24" ON CENTER OR STRUCTURAL GRADE THERMAL PLY WITH STUDS AT 16" ON CENTER 2" x 4" PRESSURE TREATED PLATE WITH 3/S. x 4-1/2" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" SM.S. WI WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" SMS. WI WASHER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-V4. x 3" CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT. S. ANCHOR SHEETING AS FOLLOWS: A. PLYWOOD #Sd COMMON @ S" O.C. EDGES AND 12" O.C. FIELD. B. STRUCTURAL GRADE THERMAL PLY PER MANUFACTURER'S RECOMMENDATIONS OR #6 x 1 1/4. DECK SCREWS @ S" O.C. EDGES AND 12" O.C. FELD AS A MINIMUM Lawrence E. Bennett, P.E. CtVL ENIJIoEER ' DEVELOPfENT CONSU. T ANT P.O. BOX 4388, 800m DAYTONA, FL 32121 l'ElEPHON: (904) 787'4n4 FAX (904) 787-8558 SEAL PAGE 50 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WrTHOUT nt:: WRITTEN PERt.ISSKlN OF LAWRENa: E. BENErT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 "r IS THICKNESS OF RE~ POST I :". C\j' L N ~ ~ ~ TOP OF GRADE 3" x 3" POST SEE TABLE ~ (2) 2" x 2" x "r- ANGLE OR (1) U CHNN:l... x "r- 3/S" x 3-V2" BOLT SO L.B. 2500 PSI CONCRETE PRE-~ . . 3" x 3" BASE 1 16" ',' 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r o I > >k-- ~ I IV J<--- L -----J POST N CONCRETE #4 BAR 12" LONG N ~ I C\j 3" x 3" POST ~ SOl TED TO ANCHOR RISER 2-3/4" x 2-314" x 2-V2" LONG x VS" TtBNG POlR3) CONCRETE r- REFER TO TABLE 2 . 4 FASTEN PER TABLE 2 . 5 12" x 12" x V4" PLATE 3-V2" CONe, SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION TYPE I FlA T SLOPE I NO FOOTN3 o - 2" I 12" 2'-0" MIN. N BEFORE SLOPE ~ f 1 M ~ TYPE II MODERATE SLOPE FooTt>JG 2"112" - 1'-10" TYPE I II STEEP SLOPE FOOTt>JG ) 1-10" NOTES: t NO FOOTING REQUIRED EXCEPT WI-EN ADOAESSNG EROSION EXCEPT FOR EXlSTt>JG SLAB WITHOUT RE.NFORce.t:NT. 1l-EN TRBUT ARY ROOF AREA LMTED BY TABLE 2 . 4 2. MONOUTHC SLABS OR Foo~ SHALL BE t.1N. 2,500 PSI CONCRETE WITH 6x6-lOx1O WELDED WIRE MESH OR FBER t.ESH MAYBE USED N u:u OF t.ESH. 3. F LOCAL BlA..DNG CODES REOUR:S A MINMJ.A Foorm USE TYPE I FOOTNG OR FooTNG SECTION REQUAED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. CtVl. EJaoB:R - DE\IE1.OPfENT CONSU.. T ANT P.O. BOX 4368, SOVTli DAYTONA, FL 32121 lBB'I-tOI'E (g().4) 787-.n. FAX (9Q.4) 787-8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERMSSION OF LAWRENa: E. BENErT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL . . . 2" x 2" x 0.063" ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS ALl..t.W'IJM TUBE CO!..~ EXTRUDED ALUMNJM BASE OR BREAK FORMED U-CLP CORROSION RESISTIVE STEEL TIflU BO!.. T PER SCHEDULE CONCRETE ANCHORS PER SCt-EDu.E CONCRETE SLAB OR FOOTNG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DET ALS SHOWN REQUIRE , DIAGONAL BRACNG FOR FREE- ST A/lDNG COVERS Lawrence E. Bennett, P.E. CtVL ENGfoEER - DE\IE1.OPf.EHT CONStL T ANT P.O. BOX 4368, SOVTli DA YTClNA, F1. 32'121 ms>HOIE (9Q.4) 787-.n. FAX (9Q.4) 787-8556 SEAL PAGE 54 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERMSSlON OF LAWRENa: E. BENErT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS i ROOF PA/IEL SEE SECTION 7 > ANCHOR PER DETAL FOR PAN OR COt.POSlTE PANEL SEE TABLE 2 . 3 FOR I'oU.BER OF BOLTS AND SIZE OF POST BEAM A/ID POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 A/lD/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCI-ED TO SlXT SIDE NOTCH POST TO, BEAM CONNECTION i > ROOF PMa.. SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR CQMJOSlTE PMa.. SEE TABLE 2 . 3 FOR M..t.tiER OF BOLTS AND SIZE OF POST BEAM A/ID POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 A/lD/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCI-ED TO sur Lawrence E. Bennett, P.E. CtVl. ENO#EER ' DE\IE1.CIPfENT COHSU.. T ANT P.O. BOX 4388, SOVTli DAYTONA, FL 32121 TB..EPHClfE (~) 787-JonJo FAX (9Q.4) 787-8568 SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR t.I PART WTTHOUT nt:: WRITTEN PEfNSSION OF LAWRENa: E. BEHoETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T~ Wind Zone = 102 MPH I 110MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# / Sq, Ft. I 20# / Sq, Fl I 23# / Sq. Fl I 26# / Sq. Fl I 32# I Sq. Fl Load Width 2" x 3" x 0,050" Hollow liit 5' 9'.9" '9'..0" 8',5" 7'.11 " 7'.1 " 6' 8'.11" 8',3" 7'-8" 7'.2" 6'.{i" 7' 8'.3" 7'.7" 7'.1 " 6'-8" 6'..0" 8' 7'.9" 7 7'.1" 6'-8" 6'.3" 5'-8" 9' 7'.3" 6'-8" 6'.3" 5'-11" 5'-4" 1 0' 6'.11" 6'-4" 5'.11" 5'.7" 5'..0" 11' 6'.7" 6'.1" 5'-8" 5'-4" 4.10" 12' 6'-4" 5'.1(')",. 5'.5" 5'.1" 4'.7" Load Width 2" x 3" x 0,050 Hollow 5' 11'.1" 10'.3" 9'-7" 8'-11" 8'.1 " 6' 1 0'.2" 9'-4" 8'.9" 8'.2" 7'.5" I 7' 9'.5" 8',8" 8'.1 " 7'.7" 6.10" 8' 8'.9" 8'.1" 7'.7" 7'.1 " 6'.5" 9' 8'-3" 7'-8" 7'.1 " 6'-8" 6'..Q" 1 0' 7'.10" 7'.3" 6'.9" 6'-4" 5'-9" 11' 7'.{i" 6',11" 6'.5" 6'.1" 5 '.{i " 6'.2" 5'-10" 5'.3" - ",< '7 5' . 1 '-3" 1 O'.{i" 9'.11" 8-11" -- 11'.2" 10'-4" ... 9'..Q" 8'-2" 1 0'-4" 9'.7" 8'-4" 7'.7" 9'.8" 8'.11" 7'.10" 7'-1 " 9' 9'.2" 8'.5" 7',10" 7',5" 6'-8" 1 0' 8'-8" 7'-11 " 7',5" 7'..Q" 6'-4" 11' 8'.3" 7'-7" 7'.1 " 6'-8" 6'..Q" 12' 7'.11 " 7'.3" 6'.10" 6'.5" 5'.9" load Width 2" x 4" x 0.050" Hollow 5' 13'.9" 12'-8" 11'.10" 11'.1" , O..Q' 6' 12'-7" 11' .7" 10',9" 10'.2" 9'-2" 7' 11 '.7" 10'.8" 9'.11 " 9'.5" 8'.{i" 8' 10'.10" 10'..Q" 9'-4" 8'.9" 7' .11" 9' 1 0'-3" 9'.5" 8'.10" 8'.3" 7' .{i" 1 0' 9'.9" 8'.11" 8'-4" 7'.10" 7'.1 ' 11' 9'-3" 8'.{i" 7'.11 " 7'.{i" 6'.9" 12' 8'.10" 8'-2" 7'-8" 7'.2" 6'.{i" I Load Width 2" x 4" x 0.038" x 0,100" Self Mating Beam 5' 14'.{i" 13'-4" 12'.{i" 11 '.9" 10'.7" 6' 13'.3" 12'.2" 11 '-4" 1 0'-8" 9'-8" 7' 12'.3" 11',3" 1 O'.{i" 9'.11" 8-11 " 8' 11'-:! 10'-7" 9'.10" 9'.3" 8'-4" 9' 10'.10" 9'.11" 9'.3" 8'.9" 7.' 0' 1 0' 1 0'.3" 9'.5" 8'.10" 8'.3" 7' .{i" 11' 9'.9" 9'..0" 8'.5" 7'.11" 7'-1" 12' 9'-4" 8'.7" 8'.1" 7'.7" 6'.10" Example: Fa, 2" x 4" x 0 038" x 0 100" Self,Mating Beam; Beam span between upnghts use load Width to enter table For 12' Roof Panel + 2' Overhang; Load 'Mdth = LW = 12' / 2 + 2' 0 H, = 8' ; Enter table on left at 8' read allowable span under required load Thus for 100 M P H Wind loadllive load or 17 #/Sq Ft and Load 'Mdth = 8'.0' Max1mumBeamSpanfo'2"x4"x0038"xOl00"= J 11'-5" I Spans do not Include length of knee b,ace Add honzontal leng h Of knee brace to above spans for total beam spans Lawrence E. Bennett, P.E. CtVl. ENGI'EER ' DE\IE1.~ CONSU. T ANT P.O. BOX 4388, soom DAYTONA, FL 32121 lBB'I-tOI'E (9Q.4) 767.4 n 4 FAX (9Q.4) 767.6558 @ COPYRIGHT 1998 NOT TO BE REPRODUCED t/ W~ OR N PART WTTHOUT nt:: WRITTEN PEfMSSlON OF LAWRENa: E. BENErT, P.E. SEAL PAGE 59 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS - .._---------~._. - -~---------.-~-- Aluminum Post -----~---- -- .___X~in<D-~a~::__~___+ 102 MPH 110 MPH I 120 MPH 1 1.25~?E_.~14_0 M.PH _______~~Lo~~_=__________t_!7 #/8 . Ft. 20 #/8 . Ft. 23 #l~!!:_~~_#t~q, F~.._, ~2 #/Sq. Ft. Mi!x.i~_url!__ _ _,_ Allowable Roo!Area in 8qu!lre.f~e! f~r Various Loads on Post Height Lo~d J.r1. L_bs ~_ 2" x 2" x 0.044" Hollow ~xtrusl~'!.~r 7'-4" 2,064 121 103 90 8'.7" T54S- - -.-- ---91--~-,-.,77-- - - - - 67 9'.10" (204 -7_1~ ---- ~6()-~ -+- 52 11'.1" 903 53 45 39 __u_ _~ __._ ___________ ___.. __ _.__ _ H~t Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or 8',2"- ~2,736--- 161-- - --.137 119 105 86 - ---------..- ---- -- -----. 9'.6" 2,502 1~7___ ____125 109 96 78 10'.11" 1,596 94 80 69 61 50 12'.3" 1,197 70 60 52 46 37 . . -----:---------j-------------------._-- --~. '. .___Helght_n_~ J:.oad In Lb.!.-+.1"2C~~~.070"_Hollow ~xJr:.~s-,-~n-AllJmlnumAlloy 6063 T,6 8'.2" 3,408. 200 ! 170 148 131 107 --18:t" --. --~~~~~~---- ~".~--l~r---=r--~~u19~8~ -+ ~~1 ;~ ~~ -- . ------------.-- ---------j-,-,------------I----- - , 12'.3" __..._ .J~~!......__~ 88 ~J~____L__~~___ _ L _ 57 47 .H.!lig.h_t. _l..!:oac!Jn Lb~~" x 3" x 0.040" Roll Formed - ~uminum_~.II.2l' ~1 O~":i,14 10'.0" 2d~____J__140 __IJ1.!L.---+___!~_=1_ _ ~~ , 11'.8" 1,786 105 I 89 78 69 13'-4" . __1 ,3~~_ ~~_ _ 82= =r~ =- 69 ~ -~=r = - -6~- _ -: 53 15',0" . 1 ,-q~2___ -i-- __6_1___.~_____~?_____L __ .45 . 40 - ~~~~~,t . - !-'?~:-i60!-:-b! --+..1" ~ ~;~ 0.0~;0~6 FO~~~_- ~1~~inUf1) AIIC?r 3~ 105 H,14 113 12'.10" '2:700 --~ -, {5~i---t 135 --t- - 117 104 84 14'.8-;'-2:166 "1 --'--24---" 105 ,- 91 81 66 16', " 79 60 46 35 65 48 38 28 74 56 43 33 1 - 15'.10" 17'.10" Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft. For a 10'.11" post and 120 m,p,h, wind load or 23 # I Sq, Ft, post choices are: 1) 2" x 3" x 0.044" Hollow Extrusion 2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. Ct\II. ENG#EER - DE\IE1.OPfENT CONSU.. T ANT P.O. BOX 4368, SOVTli DAYTONA, FL 32121 TEl..EPHOIoE (9Q.4) 787- 4 n 4 FAX (9Q.4) 787-8556 SEAL PAGE 62 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERIdSSlON OF LAWRENCE E. BENErT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy SOS3 T-6 Minimum 2" x 4" x 0.038" x 0.100" Self Matin Beam , 2" x S" x 0.050" x 0.120" Self Mating Beam 2" x 7" x 0.055" x 0.120" Self Matin Beam 2" x 8" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.072" x 0.224" Self Matin Beam 2" x 9" x 0.082" x 0.30S" Self Matin Beam 3"x 3"x O.OSO" Scallo ed 3"x 3"x O.OSO" Scalloped 3" x 3" x 0.093" ,4-" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" 2 2 3 3 Table 2.4: Footings - Maximum Roof Ivea for Carport Posts Existing Slab on G'ade with unknown reinforcement 20 17 15 13 10 Isolated Footing Dimensions" 1 '-0" x 1'-0" x 1'-0" 1'-4" x 1'-4" x 1'-4" 1 '-6" x l' -6" x l' -6 " 1 '-8" x l' -8" x 2'-0" 1 '-8" x l' -8" x 2' -6 " 2'-0" x 2'-0" x 2'-0" , 2'-0" x 2'-0" x 2'-6" 2'-6" x 2'-6" x 2'-6" 2'-6" x 2'_6" x 3 '-0" Maximum Attributable Roof Area in S uare Feet 30 26 22 20 16 59 50 43 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 "Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition, Pre-Cast Block Footing, Pre.cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to rade, Dimensions Maximum Attributable Roof Area in Square Feet 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. CtVl. ENO#EER . DE\IE1.OPMENT CONSU.. T ANT p,o, BOX 4368, SOVTli DAYTONA, FL 32121 TELS>HC>IE (9Q.4) 787-4n4 FAX (9Q.4) 787-8558 SEAL PAGE 64 @ COPYRIGHT 1998 NOT TO BE REPROO<JCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERMSSlON OF LAWRENCE E. BENErT, PE SCREEN, VINYL & GLASS ROOMS SECTION 3 .' 3-112" SLAB ON GRADE OR RAISED FOOTING LW FOR MAX. lPRIGHT LENGTH ~ -1 ROOF SELECT EDGE BEAM TABlE 3 . 1 . 1 A/lD/OR TABLE 3 . 1 . 2 ::c 1'x2" 1 VARES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLD RoOF: TYPICAL FRoNT VEW FRAMING . (~GHT OF UPAJGHT IS MEAsu:tED FROM TOP OF 1'x2" PlATE TO BOTTOM OF WALL BEAM) AL TERNA TE CQNlECTION AT FASCIA ALLOWED SEE SECTION 7 FOR DET ALS SOlD ROOF LOAD WDTH FOR ROOF PAN:l...S rr=L~2+ P/2 SIZE BEAM A/ID COLUMNS PER TABlES J O.H. EXlSrnG STRUCTURE P . PRO.ECTION FROM BlDG. L W . LOAD WDTH VARES L P VARES --J / GLASS ROOM NOTES: ANQiOR l' X 2" OPEN BACK EXTRUSION WITH V4"x2-V4" CONCRETE FA STeER MAXMJM OF 2'-0" ON CENTER A/ID WJ'T'I-A"II 6" OF UPRIGHT ANQiOR l' x 2" TO WALL WITH 2-V2" #10 StET METAL SCREWS WITH WASl-ERS 2'-0" ON CENTER. ANCHOR BEAM A/ID COLlJ.1N HTERNALL Y OR WTH ANQiOR CLPS A/ID .10 SCREWS AN> W ASl-ERS. MNMUM SLAB Tl-lCKM:SS FOR SLAB ON GRADE IS 3- V2" CONCRETE. SELECT FRONT WALL BEAM FROM TABlE lJStoJG LARGER "A" VALUE OF P/2 OR P/2 + O.H. "PO IS CLEAR DISTANCE FROM HOST STRUCTlR: TO FRONT WALL BEAM Lawrence E. Bennett, P.E. CtVI.. EHG#EER - DE\IE1.OPfENT CONSU. T ANT P.o. BOX <4368, soom DAYTONA. FL 32121 TB...EPl-lON: (9Q.4) 787- 4 n 4 FAX (llOo4) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WITHOUT nt:: WRITTCN ~ OF LAWRENCE E. BENErT, P.E. PAGE 69 SCREEN, VINYL & GLASS ROOMS (2) #10 x l' st-EET ~T AL SCREW NTO SCREW SLOTS ANCHOR l' x 2" PLATE TO CONCRETE WITH V 4" x 2- V2" CONCRETE ANCHORS WITHIN 6' OF EACH SDE OF EACH POST AND 24" O.C. MAX. MN 3- V2" SLAB 2500 PSI CONe. 6x6-lOxl0 W.wM OR FBER MESH SECTION 3 BEAMIt-EADER AL TERNA TE CONECTION DET AL 2" x 2" x 0.063" ANGLE COt-H:CT lPRJGtfT @ BEAMII-EADER AND CHAR RAL l' x 2" EXTRUSION 1-1/S" MIN. N CONCRETE VAPOR BARAER l.tVER CONCRETE 2" x 2" OR 2" x 3" OR 2" SMa POST " o 0 ------ ANCHOR 1" x 2" PLATE TO CONCRETE WITH V4' x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. r:- MN 3- V2" SLAB 2500 PSI CONe. 6x6-10xlO W.wM OR FIBER MESH (4) #10 x V2" SMS. EACH SDE OF POST HEADER BEAM H- BAR OR GUSSET PlATE 2' x 2" x V16" ANGLE EACH SDE ATTACH TO POST AND CONCRETE A T LOAD BEARNG WALL WITH (2) #10 x V2" SMS. EACH SDE l' x 2" EXTRUSION 1-1/8' MIN. IN CONCRETE VAPOR BARAER BEAM DETAIL Lawrence E. Bennett, P.E. CtVl. ENG#EER - DE\IE1.OPfENT CONSU... T ANT P.O. BOX 4368, 800m DAYTONA, FL 32121 'TCl..EJ>HON: (9Q.4) 787' 4 n 4 FAX (9Q.4) 787'8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENa: E. BENErT, P.E. PAGE 71 SECTION 3 EDGE BEAM r x 2" OPEN BACK A TT ACHED TO FRONT POST WITH . #10 x 2" SMS. MAX. 6' FROM EACH PlR..N A/ID 24" O.C. FRONT WALL f>tR.N COf.POSlTE ROOF PANaS: (4) #10 x (t + V2") WITH WITH 1- V 4" FEN:>ER W ASl-EAS PER 4'.0" PAN:.l.. ACROSS Tl-E FRONT A/ID 24" O.C, ALONG SDES (WAlK-ON) 2" x 2" OR 2" x 3" HOLLOW SEE SPAN TABLE !-EADER CHAFl RAL A/ID KICK PLATE 2" x 2' HOLLOW RAL POST A TT ACI-ED TO BOTTOM WITH t.'l"i (2) #10 x 1- V2" SMS. N SCREW BOSSES EXlSTt>JG SLAB MAY BE USED F N GOOD CONDITlON A/ID APPROVED BY Tl-E BUI...DNG OFFICIAL (1) t-t.. TI V2" x 3- V2" K8J. BOLTS APPROVED FOR 665# lPLFT WITH ' STD. PLATED CUT STEEL WASHER (1) 3/S" BOLT FOR 3" POST (2) 3/S" BOLTS FOR 3" x 4" POST SCREEN, VINYL & GLASS ROOMS ------- o o ". Lawrence E. Bennett, p"E. CtVl. EJ>K>>EER . DE\IE1.OPfENT CONSU.. T ANT P.O. BOX 4368, SOVTli DAYTONA, FL 32121 TCI..EPI-lCltE (9Q.4) 787'4n4 FAX (9Q.4) 787-8658 SEAL PAGE SDE WAll HEADER ATTACHED TO l' x 2" OPEN BACK WITH MIN, (2)#10 x 1-1/2' SM.S. SDE WALL PURLNS ATTACHED TO l' x 2' OPEN BACK WITH MIN. (2) #10 x 1-1/2" SMS. IN SCREW BOSSES FRONT AND SDE BOTTOM RAILS ATTACI-ED TO CONCRETE WITH V4" x 2-1/4" MASONRY QUICK SET AT 6" FROM EACH POST AND 24' ON CENTER MAX. AND WALLS A MN. 1" FROM EDGE OF CONCRETE RISER PAt-ELS: (3) #S x 1/2" SM.S, PER 12" PANEL t-EADER ATTACHED TO POST WITH MN. (2) *10 x 1- V2' SMS. N SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW SEE SPAN TABLES FOR SNAP EXTRUSIONS CHA~ RAL ATTACI-ED TO POST WITH MIN. (2) #10 x 1-V2" SMS. IN SCREW BOSSES l' x 2" OPEN BACK BOTTOM RAL V4" x 2-V4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O,C. MAX. 72 @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOU: OR ... PART wm-KXJT nt:: WRITTEN PERMSSION OF LAWRENa: E. BENErT, P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.1.2: Allowable Beam Spans - Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 ...... Wind Zone 102 MPH T 110 MPH . I 120 MPH r 125 MPH I 140 MPH ADDlied Load ~#/sa.R. 23 # I Sa. R. 26 # I Sa. R. 32 # I SQ. R. Load Width 5' '-S" 8'-8" 8'-1" 7'-7" 6',10" .~ 8',7" 7',11 " IIii 6'.11" 6',3" 7'-11" 7'-4" 6',5" 5'.9" 7'.5" 6'.10" 6'.0" 5'.5" ~ 9' 7'-0" 6'-S" 6'-0" 5'-8" 5'.1" 10' 6'-8" 6'-1" S'-9" 5'-4" 4'.10" 11 ' 6'-4" S'-10" 5'-5" 5',1" 4'.7" 12' 6'-1" 5'-7" 5'-3" 4'-11" 4'.5" load Width 3" x 2" x 0.070" 5' 10'.1 " 9'-4" 8'-8" 8'-2" 7'-4" I 6' 9',3" 8'-6" 7',11" 7'-6" 6'.9" , 7' 8'.7" 7',11" 7'-4" 6'.11 " 6'-3" a' 7'-11" 7'-4" 6'-11 " 6'.6" 5'.10" I 9' 7'-6" 6'-11" 6'-6" 6'-1" 5'.6" I 10' 7',2" 6',7" 6'-2" 5'.9" 5'.3" I 11 ' 6'.10" 6'-3" 5'-10" 5'-6" 4'-11" i 12' 6'-6" 6'-0" 5'-7" 5',3" 4'-9" I Load Width 2" x 3" x 0.050" . 5' 11 ',1" 10'-3" 9'-7" 8',11" 8',1" 6' 10',2" 9'-4" 8'-9" 8'.2" 7'-5" 7' 9'-5" 8'.8" 8'.1" 7'.7" 6'.10" a' 8'.9" 8',1" 7'-7" 7'-1" 6'.5" , 9' 8'.3" 7'-8" 7'-1 " 6'-8" 6'.0" I 10' 7'.10" 7'-3" 6'-9" 6'-4" 5'.9" 11' 7'-6" 6',11 " 6'-S" 6'-1" 5'.6" 12' 7'.2" 6',7" 6'-2" 5'.10" 5'.3" Load Width 2" x 4" x 0.050" 5' 13',9" 12'-8" 11 '-1 0" 11 ',1" 10'.0" 6' 12'.7" 11 ',7" 10',9" 10'-2" 9'.2" 7' 11 '.7" 10'-8" 9',11 " 9',5" 8'-6" 8' 10'.10" 10'.0" 9'-4" 8'.9" 7'-11" 9' 10'.3" 9'-S" 8'-10" 8'.3" 7.6" 1 0' 9'-9" 8',11" 8'-4" 7'.10" 7'.1 " I 11 ' 9'.3" 8'-6" 7',11 " 7',6" 6'.9" , 12' 8',10" 8'-2" 7'-8" 7'.2" 6'-6" Note: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 MP H Wind load requirements to the abol.e upright sizes increases the strength so that additional tram Ing IS not required Tables ass ume extruSion oriented with longer extrusion dimension parallel to applied load Lawrence E. Bennett, P.E. CtVl. ENI3HEER ' DE\IE1.OPfENT CONSU.. T ANT P.O. BOX 04368, SOVTli DAYTONA, FL 32121 TEl..EPI-IOtE (9Q.4) 787- 4 n 4 FAX (1104) 787-8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENCE E. BENErT, P.E. PAGE 77 SCREEN, VINYL & GLASS ROOMS Table 3.2.3: Load Width 36" 42" 48" 54" load Width 36" 42" 48" 54" 60" 66" 72" 78" 84" 90" SECTION 3 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Allo 6063 T-6 125 M.P.H. 19 # ISq. R. 23 # ISq. R, 14',2" 12',11 " 13'.2" 11',11" 12'.4" 11 '.2" 11'.7" 10',6" 11 '.0" 1 0'-0" , 1 0',6" 9'.6" 1 0'-1" 9'-2" 9',8" 8'.9" 9'-4" 8',5" 8'.11 " 8'.2" 102 M.P.H. 19 # IS .R. 15'.4" 14',2" 12'-1 " 13',3" 12'-1 " 11 '-4" 12'.6" 11 ',4" 10'-8" 11 '.1 0" 10',9" 10',2" 11',4" 1 0'-3" 9',8" 1 0'.1 0" 9'.10" 9'.3" 10'-5" 9'-5" 8',11 " 1 0'.0" 9'-1 " 8',7" 9'.8" 8'-10" 8',3" 29 # ISq. R. 11 '.6" 10',8" 9'.11 " 9',5" 8',11 " 8'-6" 8',2" 7"10" 7',6" 7',3" 140 M.P.H. 36 # ISq. Ft. 10'.4' 9'.T 8'.11" 8'-5" 8'.0' 7'.8" 7'-4" 7'.0" 6'.9" 6'.6' 130 M.P.H. Notes: Glass Rooms The addition of aluminum frame 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 USing screen panel width 'W' (See typical glass room drawing.). select upnght required from the maXlm um height allowed for each extrusion, Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate Lawrence E. Bennett, P.E. CtVl. EH(JH;ER , DE\IE1.OPfENT CONSU.. T ANT P.O. BOX 4368, SOVTli DAYTONA, FL 32121 lBB'I-tOI'E (9Q.4) 787'4n4 FAX (9Q.4) 787-8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENa: E. BENErT, P.E. PAGE 81 SOLID ROOF PANEL PRODUCTS SECTION 7 ~~ EXlSTt>JG TRUSS OR RAFTER SEALANT !-EADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN AND (1) AT RISER #10 x 1- V2" SM8. (1) PER RAFTER OR TRUSS TAL ROOF PANEL #10 x 3/4" SMS. AT 12" ON CENTER #8 x 9/16" SMS. (3) PER PAN A/ID (1) AT RISER AL TERNA TE CQN.ECTION: #8 x 1-V4" SCREWS (3) PER PAN NTO FASCIA THROUGH PAN BOXED E/ID EXlSTt>JG FASCIA c'j HEADER (SEE NOTE BELOW) #8 x 9/16" SMS, (3) PER PAN A/ID (1) PER RISER FOR MASONRY USE V4" x 1-V4" TAP-CON ANQiOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x 1- V2" SMS. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/16" SMS. (3) PER PAN AND (1) PER RISER EXISTNG HOST STRUCTlRE: WOOD FRAME, MASC>>.RY OR OTl-ER CONSTRUCTION NOTES: ROOF PMELS SHALL BE ATTACI-ED TO THE HEADER WITH (3) EACH #8 x V2" lONG CORROSION RESISTANT S/-EET METAL SCREWS WITH V2" WASl-EAS. ALL SCREW l-EADS SHALL BE CAu..KED OR SHALL HAVE NE()PRE1>E GASKET BETWEEN Tl-E WASI-EA A/ID TI-E PAN. PAN RBS SHALL RECEIVE (1) EACH #8 x V2" SCREW EACH. Tl-E PANS MAY BE ANCHORED TIflOUGH BOXED PAN WITH (3) EACH #S x l' OF Tl-E ABOVE SCREW TYPES A/ID THE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. CtVL ENGI'EER ' DE\IE1.OPfENT CONSU.. T ANT P,O. BOX 4368, SOVTli DAYTONA, FL 32121 lBB'I-tOI'E (9Q.4) 787, 4774 FAX (9Q.4) 787.8556 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERt.ISSKlN Of' LAWRENa: E. BENErT. P.E. SEAL PAGE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 SEALANT PAN l-EADER (BREAK-FORMED OR EXTRUDED) #8 x 9/16" SMS. (3) PER PAN A/ID (1) AT PAN RISER RIDGE CAP HEADERS AND PANELS ON BOTH SDES OF BEAM FOR GABLED APPl..ICA noN \ --~ --~ 0 #8 x 9/16" SMS. (3) PER PAN AND (1) AT PAN RISER #8 x 9/16" SMS. (3) PER PAN ALONG PAN BOTTOM PAN OR CC>>.f>OSITE ROOF PANEL AL TERNA TE CONNECTION: #8 x 1-V4" SCREWS (3) PER PAN NTO BEAM ~OUGH BOXED E/ID OF PAN AND HEADER FOR COMPOSITE ROOFS: #10 x (I + V2") SMS. WITH 1-V4" DIAMETER fEtoVER WASHERS @ 12" O.C. \ (LENGTH. PANEL THICKNESS + 1') AT . ROOF BEARING ElEMENT (SHOWN) AND 24' O,C. AT NON-BEARNG ElaJENT (SDE WALLS) FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG SM.S. PER 12" P ANa NOTE: WHEN FASTENNG PANELS OR PANS TO WOOD PLA TES SCREWS SHALL HAVE A MNMJM EMBEDMENT OF l' ROOF PANEL (DESIGN PER TABLES) SECTION 7 SUPPORTJIlG BEAM (PER TABLES) ;': :/ Lawrence E. Bennett, P.E. CtVl. ENG#EER ' DE\IE1.OPfENT CONSU.. T ANT P.O. BOX 4368, soom DAYTONA, FL 32121 lBB'I-tOI'E (9Q.4) 787, 4 n 4 FAX (9Q.4) 787.8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENa: E. BENErT, P.E. PAGE 117 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluninum Alloy 3105 H,14 or H-25 '3" x 12" x 0.019" RIser Panol. Open Bulldlna. Enclosed Building. Wind Appllod Ovorhang Condition Wind Appllod Overhang Condition I Region Load NONE 1 '-0" 2'-0" 3'.0" 4-0" Region Load NONE 1 '-0" 2'.0" 3'.0" 4'.0" I 102 M.P.H, 17 11'.11" 12'.1" 12'.7" 13'.4" 1~'.4- 102 M,P.H. 29 g'.I' 9'.4" 9'.1 l' 10.11" 12',2" 1110 M.P.H, 20 10'.1 I- 11'.2" 11',8" 12'.6" 13'.7" 110 M.P.H. 35 8'-4- 8'.6' 9'.3" 10'.J" 11'.6" 1120 M.P.H. 23 10'.3- 10'.S" 10'.11- 11'.10- 12',11" 120 M.P.H. 41 7'.8" 7'.11 " 8'.8' 9'.9" 11'.1' , 125 M.P,H. 26 9'.7" 9'.10- 10'.S" 11'.4- 12'.6" 125 M.P.H. 45 7'-4" 7'.7" 8'.4" 9'.6" 10'.10" i 140 M,P,H. 32 8'.8- 8'.11" 9'.7" 10'.7" 11'.10" 140 M,P.H. 56 6'.7" 6'.10- 7'.8" 8'.11" 10'-4" , 3" x 12" x 0.026" RI.or Panols Open Building. Enclosed Building. Wind Appliod Ovorhang Condition ,'.yind Applied Ova 'hang Condition Region Load NONE 1 '-0" 2'-0" 3'-0" 4'-0" Rogion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" I 102 M.P.H, 17 13'.1,- 1 ~'.1- 14'.6- lS'.2" 16'.0- 102 M,P,H. 29 10'.8- 10'.10- 11'.4" 12'.J" 1 J' 4' I 110 M,P,H. 20 12'.10" 12'.1,- 13'.S- 14'.2" lS'.l" 110 M,P,H. 35 9'.8" 9'.11' 10'.6" II.S" 12 7' I 1 20 M.P,H, 23 11'.11" 12'.1" 12'-7" lJ'.4" 14'.S" 120 M.P.H, 41 8'.11" 9'-2" 9'.10" 1 0'-9" 12 .0 125 M.PH, 26 11 '.3" 11'.S" 11'.11" 12'.9" 13'.10" 125 M,P.H, 45 8'.7" 8'-9" 9'.S" 10'-S" 11' 8" , 1 40 M,P,H. 32 10'.2" 10'.4- 10'.11" 1 1'-9- 12'.11" , 1~0 M.P.H. I 56 I 7'.8' 7'.1 1" I 8'-8" 9-9" 11 ~, J" x 12" x 0.032" Riser Panels Open Building. Wind Applio d Ov.rhan Condition Wind Region Load NONE 1 '-0" 2'-0" 3'.0" ~'-o" Region 1 02 M,P.H, 17 1S'.S- IS'.6' 1 S'.l I" 16'.6- 17'.~" 102 M.P,H. 110 M.P.H, 20 14'.2" 14'.4- 14'.9' lS'.S" 16'.3" 110 M.P,H. 120 M,P,H. 2J 13.3' 13'.S- 13'.10- 14'.6" IS'.6' 120 M.P.H. 125 M.P,H. 26 12'-S- 12'.7" 13'-1- 13'.10- 14'.10" 125 M.P,H. 140 M.P ,H, 32 11'.3- 11'-S" 11'-1'- 12'.9" 13'.9- 140 M.P,H, Note: Total roof Danel width = room Width plus wall width olus owmano. Enclosed Building. -1 Appllod QV8rhan Condition Load NONE 1 '-0" 2'.0" J'.O" 4'.0" 29 1 1'.9- 11'.1'- 12'-S' 13'.J" 14' 3" 35 10'.9' 10'.11' 11'.S" 12'-3' 13 S' ~1 9'-1'- 10'-1- 10'.8" II'.)" 12 .9' 4S 9'.S" 9'.8- 10'-J- 11.2" 12 5' S6 8'.6- 8'.9- 9'-4' 10'.5" 11 -8' I Table 7,1,3: Allowable Spans for Industry Standard Riser Panels for Various loads Alumnum Alloy 3105 H,28 I 3" x 12" x 0.019" RIser Panols 0 n Buildin . Enclosod Buildin . Applied Owrhan Condition Wind Appllod Ove rha n Condilion Load NONE 1 '-0" 2'-0" 3'-0" 4-0" Re ion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 17 13'.10' 13'.,,- 14'.S- IS'.l- lS'.11" 102 M.P.H. 29 10'-7" 10'.9" 11'.4" 12'-2' 1 J-J" 20 12'.9' 12'.11" 13'-4- 14'.1- lS'.l" 110 M.P.H. 35 9'.8' 9'.10' 10'.S" '1'.4" 12.6" 23 11'.11' 12'-1 ' 1 2'.6" 13'.4- 14'.4" 120 M,P.H, 41 8'.11" 9'.1" 9'.9" 10'.9" 11'.'1" 26 11'.2" 11'.4" 1 1'.10" 12'.8" 1 3'.9" 125 M.P.H. 45 8'.6" 8'-9" 9'.S" 10'.S" 11 .8" 32 10'.1' 10'.3" 10'.10" 11'.9- 12'.10- 140 M,P,H. 56 7'. )" 7'.10' 8-7" 9'.8" 11 ,.. -, Enclosed Buildin . i Wind Appliod Ovorhan Condition 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" 4'.()" 17'.3- 18'.0" 1 02 M.P./i 29 12'-4" 12'.6- 12'.11' 13'.9" 14'.9' 16'.1" 16'.11. 110 M.P./i 35 11'.3" 11'.S" 11'.11- 12'.9" 13'.10- lS'.l" 16'.0" 120 M.P,/i 41 10'.S" 10',7- 11'.2" 12'.0" 13'.1 " 14'-4" lS'-4" 125 M.P./i 45 9'.11- 10'.1" 10'.8" 11 '.7" 12'-9" 13'.3" 14'.3" 140 M.P./i , 56 I 8'.11" I 9'.1' I 9'.9" I 10'.9" 1" .1," Enclosod Bulldin . Wind Appliod Wind Appliod Owrhan Condition Re ion Load 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0" 102 M,P./i 17 18'.10" 19'.7" 102 M.P./i 211 13'.8- 13'.10. 14'.3' 14'.1 I' 15'-10" 110 M,P.H. 20 17'.6. 18'-4" 110 M,PH 35 12'.5- 12'.7" 13'.1' 13'.10' 14'.10' - 120 M,P./i 23 16'.8- 17',4" 120 M.P./i 41 11'.6" 11'.8' 12'.2" 12'.1 I" 14'.0" 125 M,P./i 26 lS'.8" 16',6- 125 M.P./i 45 10',11" 11'.2" 11'.8- 12'.6" 13.7" 140 M,P.H, 32 14'-4" lS'.3" 140 M.P,/i 56 9'.10" 10'.1" 10'.8" 11'.6' 12'.8" Note: Total roof panei widlh = room width plus wail width plus o-.erhang, SEAL Lawrence E. Bennett, P.E. CtVl. ENG#EER ' DE\IE1.OPfENT CONSU. T ANT P.O, BOX 4368, SOVTli DAYTONA, FL 32121 lBB'I-tOI'E (g()4) 787'4n4 FAX (9Q.4) 787,8556 PAGE 120 @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOU: OR N PART WTTHOUT TlE WRITTEN PERl.lSSlON OF LAWRENCE E. BaN:TT, P.E.