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Home My WebLink About02-1233 1233 I frO . ()1) BUILDING j5' r' ELECTRICAL (813) 780-0020 ;15' ~ PLUMBING ME~L Sewer Conn Water Conn: P'operty Owne" ~. '" 1< e,~ L "Ie , Job Address; .3 1.3 (p ~ k Parcel I. D. , Water Meter; T.I.F.'s: Zoning; Descriotion of Work -L'lp , .. Radon~ 5w~O , Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. FINAL C.O. -/~...o;2 DATE NO OCCUPANCY BEFORE C.O. DATE Inspector Valuation or Contract Price /5 J-/q t). MJ ) Permit Fee I SO" 6>0 (h--LA iPj~~a~~ City license Registration # State Certified license# /}9~ 0 '/signature Company Address BUILDING Ftr. /? ~ 10 -0 J. IKf~/U.'ITp. Servo Pre SLB VI ~( /J - 02- /rJ~J2L~ough In lintel Meter Can FRM. Const. Pole Insul. CL Pool WL Pre-Me~ Finalv' <j-16--(J)- )J' elephone# X f~ It d-- - 'i !J 0 ~ 'K.r"I" AA-&tI ~;tflj} /11N!&1t I}::;; PLUMBING MECHANICAL ~p,,~ SLB v' '7 - 3 -():1... ~Lr Tub Set Water Sewer Final l,.../ ,r-/tr..(J:2 /2L r Breakers Ducts Insl. comp~ Final~ ~-I ~ .Q:J- RLY ~~~p~ ~O~ F/~c. # / Of.t, ELECTRICAL tL~ Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five and 00/100 Dollars ($25.00) shaH 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. APPLICATIOU i'OR PERMIT CITY OF ZEPHYRHILLS BUIlDING DEPARTMENT (1 f,r;~)7 r '-, .L . 1~:3(J&~q~_~~:~'~~_~ _.~J DATE RECEIVED PLAA.~S REVIEW FEE --::r \ '<Y'\ 'i ~ \ \ 'i--:- G\ ~ h A \.J e.., PHONE ~ 13 -l8~ - Sq '7S- OVINER'S NAHE .JOB ADDR~:SS ~q\~~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID It J J.. <),LrJ.J __ o0(P6 '-ac b66 6 )...1 b I). ":l--L..' J...\ 0 olo.3 ODCCO 0 ~DO WORK PROPSED: DNEW CONSTRUCTION 0 ADDITION (OBTAIN FROM PROPERTY TAX NOTICEl DALTERATION o REPAIR JiO INSTALL Os I GN o MOVE o DEMOLISH PROPOSED USE: DSGL FANILY DWELLING o CONMERCIAL DMULTI-FAMILY o INDUSTRIAL Ou. OF UNITS ~SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK CJ RESTAURANT & I1EALTH DEPARTMENT APPROVAL (f--"" ~ ( ()LVY\.cC S ~',,~ t'YI i ("'LC-. V OD~ $" BUILDING SIZg SQUARE FOO'rAGE HEIGHT RESIDENTIAL: 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. PERMITS REQUESTED [1 BUILDING 0 ELECTRICAL 0 PLUMBING 0 HECHANICAL 0 GAS o BOOFING $ 15/1e,5 00 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W.R.E.C. Co (~ ~ ~~ , ~ ~ ~ ~~~ $ VALUATION OF HECHANCIAL INSTALLAT~O o OTHER o ("RAME 0 STEE:L 0 OTHER o SPECIALTY TYPE OF CONSTRUCTION: 0 BI.OCK E'INISHED FLOOR F.LEVATIONS I S PROJECT IN FLOOD ZONE AREAO YES o NO BUILDER -- [ - '-,;-':!-;-i:i'o-;i-'-,-!-; ';'!"i:;:iili'iii ! iIUY!:\-i";:; 1 ELECTRICIAl~ SIGNATUHE. k"~~\r:J~' R.-a '~L COMPANY FE'E. E..LE~ <- STATE CERT OR REGIST # t::R.. p004<.a'-tO CITY PROCESSING # lo<.,o *********~k********k********************************************** PLUMBER COMPANY K\c..h~Q.\L\ "()cqLQ.~'b"\d - ~ / I (}t. If STATE CERT OR REGISY Q~ - (J)~t:2..S1 SIGNATURE 'AtCl/l-Cef0 L.f~ JU/6f CITY PROCESSING # GtI1:1.."1 . * * * * * * * * * * ** !o- ** * * * * * * * * -I< * * * * * *.Id * " ~.~~:;l..t!-}tf.:t* f'1lff*':zf-r: :/dt! * . ()6;;J..}>j5 ~ MECHAl~ICA1. COMPANY ~ STATE CERT OR REGrST U SIGNATURE CITY PROCESSING # **.A**********************k***********.************************** r OTHER._. COMPANY i . {uW..- "- A L':u....A .:-.-~ .~ ~ ___ STATE CERT On. RE 1ST U Rv..oo 3JJ..1 ' SIGNATUR ......1. --- CITY FROCESSING II I (, 4Y ***************************************************************** CONDITIOHS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more r~strictive than City regulation.s. The undersigned assumes responsibil ity [01: compliance with any applicabLe dped resLr:icLlons. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors t.o undertake wor:k, they may be required La be licensed in accordance with sLale and .Local regulat.ions. If the contract.or is not licensed as required by law, bot.h the owner and cont~actor may be cited for a misdemeanor violation under state law. [[ the owner: or intended contractor are uncertain as to what licensing requirements"may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department., 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he 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 signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contt'actor wishes you to sign as contractor that may be an indication that he is not properly licensed arid is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the !"lorida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to COMnencement. E. CONTRACTOR'S/OWNER'S AFFIlJAVIT I certify that all the inforrnation in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. J certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meeL standards of all laws regulating construction, City codes, zoning reguIat).ons, and land development regulaLions in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it. is my responsibility to identify what actions I must. take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Departrnent of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U. S. Environmental. Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc,~, it is understood that a drainage plan addressing a "compensating volwne" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit 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 permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is corrnnenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is cOlJunenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHMENCEHENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENlJ TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2, 500 'IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE 01<" COMMENCEMENT". /) I' -. /' /, <" I I/" I. . ; ,. 1} ~ {A '/~l u ,I-" J;I /'. ~ / J tV ..J' " Is GNATURE:' C011'RACT~ STATE OF FLOIUlJA ~/l/l7) COUNTY OF ~ The foregoing instrument was acknowledged . /:;t.:4_ i1"1 t:~ . 200L Before me this ..!::'~day of "" 0 ' ~ ~ by I (name of person acknowledged) ~ho is personally known to me, or o who has produced (type of identification) and who Odid O.iid not take an oath STATE OF FLORIDA COUNTY OF' The foregoing insUument was acl:now] ~ged . Before me this ~ day of '--!7VlLl ' 179 01- by (name of person adknowledged) Dwho is personally known to me, or o who has produced F /.., p.l, Y/.fPVI.ff/ 1!;'Lld/ (type of identification) and whoO did 0 did not ta ke an oa th. {! L-cvLf1- IX IUCl~L Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamp edli' ~ Clara L Rlchardeon * *My CommiIIIon CC855241 '''''~ Expires August 17. 2003 Name typed, pri.nted or stamped State of ~/ORtl~ A- NOTICE OF' COMMBNCEHBHT County of 'Pn,~ (' (] ~~~~~~~~l~IIIIII 1111I11111 1111111111/111I11I1/111 TUB tmOERSIGNED hereby gives notice 7hat improvement will ~e made to c~rtain real property, and in accordance w~th Chapter 713, Flor~da Statutes, the following infor~ation is provided in this Notice of Co~anccmcnt: .l. 2t., .. J..G . 00(.,'.;' boooO - e..LOO 1. Description of Proparty: Parcel No. /).').(0-';0 -()t;{(I(~- (JonDa - b..L.ID t.~ e property an e) .....,- 2. General Description of Improvement J.~C f:..{)(..J ^-ll:> 3 . O\.mer Information: Name '-.J I Yr\ ~II i l\ddress ~1(3G q r:~ A\/~; City 71 h,'//s State FI ,,-1j~iO Interest in Property: () l.A. r . v-'\.. fl..-/'--.- Name of Fee Simple Titleholder: (If other th~n owner) Repl: 588662 OS: 0.00 05/14/02 Ree: 6.00 IT : 0 . 00 Dpty Clerk 5. City Corttractor: Name kf.~au [j~1Z'/P{)R~l Ts/r: Address 'i9a~ [( 1(.'1'1 ~ ' - ~tY7lJ(/1 ~i r l Sur e t y: N .:l me r-<:; -I c..j- e.. h.. R t11 1--,J s. SL./ lAJ ~~ +- CityZ '~, II~ t Amount of Bond: S (;, ~). (,> () I Address Stelte ~4R Address State~1.~~~-4 ) ~~91~~~~I'1Ar0 : f~:~o fOUNT:, C1ERK OR BK 4947 PG 857 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whcm notices or other documents maybe served as provided by Section 713.1J(1)(a)(7), Florida Statutes:t NClmc Address City Stelte 8. In addition to himself, Owner designates o~ ," to receive a copy of the L~enor s Not1ce as prov1ded 1n Section 713.13(1)(b), Florida Statutes. I). ~)( p..i. rn1..L ')~ d" ~e or rtCJt..ic.e oC Commencement. (t.he expiration d~ te is 1 yea r rr?m the ~utc of rucord~ng unless~'different date is specified.) , -hR. o.k.., (,:>/UIL-~ SignatureofOwner: f'toO~4..'fd.-6r-6F 7 Sworn to and 'before me this .j day of "17)a ,16 ~D{}...... Notary Public: eiH1/- ~ ~;~(UjA~ IJ{~: :. ~ -l1tJ R D 50?l My Com"j ssiort Expires: f?)/7 i (; 3 ' , .... ~ rb, *"AiJ1 *Mv CommIIliOll CC855241 PC93053048 ,~ ExpIres Auguat 17, 2003 , . {GYLf+L ,>~ ~Cjl ; b.. q+~ 11 V . " lN~W~V .760.L-. " ./ .. " .. c. JIII!!!j" JlI-=:E ~ .. IIMI CIl~ .- t O"IIII!R...... ,... V " S .,. - VAl I~~ S . J -- . II1} '::.~ . .. z-;~ ~C.c .. /7 :- ....:;.:':::' (,-.-::> ~ .. t. J / ,.r) ~.::J '7 C. - .. I f. Tl Jr"S ~.. Sl(e A t\ J~ C~80 OWNER CITY OF ZEPHYPRTI.J-5 BUZLDZIfG DEPAR"IHB1ft" JaB LOCATION PARCEL I. D . . # SBOW ALL JDaSTDIG & PROPOSED STRUcruRES GI.VZNG DDtBHS:tORS 6: SB"l'BACKS. " , UTILITY BUILDINGS MUST SHaw SIZE & FOUNDATION INFOR- MATIaN. v. FRONT PROPERTY LINB (NOTE_~XAMPLES 1 & 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0. T S I B N D G 20' !"RORT PROPERTY LDIB 2. SETBACKS FOR R3 ZONING 60' 1 0' 10' " 10' BXISTING 10' PROPaSBD 20'SGL FAN 30'DUPLBX 1 0' l'1lun~ PROPER'I'Y LlltB II I , -- ---. ~ , , ." , l , i '~ ',ii' i'iiil ~'II.~1 ":'''I~III- .; -I. l!-".Il- I ~!!, I!ll~ B -lilt' -r. ~,,' T: ~ ~'~~~.I L_~~,l:.1 i l~o~ j\VV'\ \Le\~V\ ?:,O) \ ~u. C\~ ~ c,J~Qo << ?,'2/:;;L{b ~~C-~~'> Coral Isle Pools 5925 Ft. King Rd. ZephyrhiUs, FL 33540 '1 .... D"'~I.V ~ '" '\ '" ~.~ ;1. ., I l " ?f~:~"';';~:" /. , ',;'l:r .~:;~:' ~: ~' \~ "I. ').~ ~ <<t 'I ...~t,,~..:~,;,.:~..._,.~: ,.' . . .:>"" ".;,,,,,:~~!t~ ,-'-,."~"":;<"~ ..... .....~4" ..' ".', i'2~': ..... .::;.a:6;i -'-'p.. " " -_. '''-' Coral Isle Pools 5925 Fort King Road Zephyrhills, F1 33540 (813) 782-7508 PROPOSAL ..~ hili j I.: ::.01_ .... ~ ~ . . Ii. ,', .. Clj . P' ..,...' -. 1.. 1~-JllJ _.a-..l..l.,;,.~."""- ~ I. ProDoaal Submitted To: Date: 4/24/02 Name: , Phone Numbers Mr. & Mrs. Jim Kellv Home: 788-5995 Work: Street: 39136 9th Ave ' Fax: City:. Zenhvrhills State, Zip: FL. 33540 Delafleld Construction General Const. & Plumbing PL -002356 GeL -000609 We hereby submit specifications and estimates for installation of 13 x 25 Tropical fiberglass pool, including all filtering equipment a light, an automatic pool cleaner and 4' of decking all around with acrylic fmish. Pool Price Extra concrete with acrylic see drawing $14,995.00 500.00 $15,495.00 . . Extra Options: Cantilever deck $250.00 ..x Water provided by owner ..x $200.00 Allowance for Electrical Hookups (Any electrical over and above paid by owner) . ., Any materiala and labor not included in thia agreement will be extra. All decking ia inata11ed according to Building Codea any cracks shall not be conatrued .. def'ective wor\nn......lp or materiala. Guarantee null and wid if not paid in full within 10 dqa after water ia in. Owner ia reaponaib1e for lawyer foea and court coata.if it hecomea ~aary to collect any moniea left owinc Oft Pool Contnct. Any extra dirt ia at the expenae 01 the cuatamer, .. wd .. water pI'ObIeag and aeepqe. Tbia contnlct doea not cover other aafe\y requirementa by County or State Agenciea, i.e., barrien. aJarma, etc. We hereby propoee to t'umi8h labor and materiala - complete in accordance with the above sp--ifi-:Ationa, for the sum of: Fourteen thousand four hundred nin~ five doUara and no centll ($) With payment to be made as follows: $1,000.00 upon ~i~g of contract 1111 draw of $ 9,421.75 upon commencement of work 2ud draw of $ 4,477.25 upon deck being poured and balance of $300.00 upon completion. Buyer baa the right to cance1 ~ qrccment/popoea! by mai1inc a notice to the ac:Ucr. The notice muat aa,y that you do not want the goods or aervic:ca and tnu.t be mailed bcd'ore midnight the third bu.i2l_ day after you sign thilt propoeal. . , . All material ia guaranteed to be .. apecifaed. All work to be completed in a worlcman1ike manner according to atandard practices. Any alteration or deviation from above apecl1icationa involving extra coat will be executed only upon written orden, and will become an extra charge QVCI' and above the eatimate. All -areementa contin&ent upon atrikea. accidenta or deJaya beyond our control. Thia proposal SU"=tfD___daya_io_-A:=~./ J 125/J~ AcceDtaace 01 ProDOSd The above prices, spedflcations and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted: Signature Date: 0.:5- D.3- 0"2-, 0S/l4/2ee2 ~9:37 813-715-0824 f;::.c ZEPH H:LLS OPS PAGE 01/C ~ Rorida Power ~ "...- E-.w (''l~..", May 14, 2002 Mr Jim Kelly 39136 91b Avenue Zephyrhitls. Florida 33540 Coral Isle Pools SUBJECT: PROPOSED SP A/SWL\fMJ1\G POOL CONSTRUCTION AT: LOT- SUBDlVLSION 39136 9t1l A VENUE ZEPBYRB:ILLS. FLORIDA Thank you for notifying us of your proposed swltl1min.g pOol construction at the above iocation The pool proposed for construction at the above address does not conflict with an)' und~rground or overhead facilities ofFJorida Power, provided that the pool is installed in the location ShO"\\'ll on the attached site plar. provided to us by the pool contractor Please call SUllshine State One Call of Flurida (1-800-432-4770) a. minimum of 48 hours before you dig .~ If you have any questions or require any additional Information, please ca1l our office at (813) 783-6944. . Sincerely, FLOlUDAPOWER ~ ~J~ Stephen F. Bwmer Service Coordinator Distribution Engineering . '- SFB/mw ~64:>3 E".r,c a:,d Z~~hv'r;iJ$ fL 33S4~ P5/'~4/2282 ~9:37 813-7~5-0~~4 - .. ,.' '., ',."0< .I" \ I}., ......). C.L.J! :J4.... .:J..) ''':)''_'f~,ti~., T _ '. " I:' " ',' j1i ili ,..-.'t" ~ FP"-: ?E;:-)~ HILL::; elF;"; CORAL ISLE PAGE 0:2/02 PI'.GF:. W' [ 1_ 'IIfIMll; -.....""'- , _. _ "lv-r II - -. ..:. . I r · -........-,- "-"~_..._._.--l .- ~'''.... ~ ~;~~ ~ I I I . , ~ . , , li'l,i;ii~ Jlut.11 !~II'~I .I:"I~II i :. '111 ll".,',II:" I ~'-II.' I'.. ~,~.. ~.. .1 B"....f PETTIT FIBERGLASS POOLS ~ -, , "\ ~ f 0, Ifll! I I!: I R , ~ ~ el'll i i:~ . I ~Ii. . s ~~ .. A . . ". ~ UII! I .. , .. I [ I ' .. , ~ ' 0, Ii. , I "': .If I .. ~ ~f: n ~ ~~ . .b, ~ ~ :-, ~=J 4- ~ ~-t ~ J: ~ !~II! I Ifll! 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J i - 5~ .. ~ 2 ........ rr ~Iirm! !j 1::'1;1:, ~I ~U f:: ~ ~ )> . ... 6651 INDUSTRIAL AVENUE, SUITE B PORT RICHEY, FLORIDA 34668 TEL 727-847-7665 FAX 727-845-7665 i ~ I NE~ ~~J~ !JII~ Ilnll !i I. If II. I I el'l I ~~ I ~If I . , ;, - ~ n.....A. ~ t-(~ I .f.. ' ... " ~ ~-+ .. " .. " 0, ; N ," ~ .. ~ ~ ~ ~ 'Ifllll! I I~!~; ~ ~ el 'IS Ii = ~. I ~ ~.. ~!III!li! I II il~ i I ~ .. ~ M'NIMUM e" lL I~ ~1Il i U~ r;Z ~r;; "-l~ Jt..:l ~~ ~ ~~ ~ ,., 1Il IIln~ .~~ " i~~ - " " n "l. "l. :~i~ ~ ~ J ;;l ~~i~ ,., ~ ~n ~'l ~ - ~ ~ I J 1:'1 - Nt "l ~ ~ ~~ ..I;~I ! ~! ~ !~I~ ~ :~ ! Ji~1 , li;!li Sir! 11~~ if:i 1j!l"C!; -II'" Jli''" f~ i~ i r~1 ~ ~ ;11 ~ ~ ~ ~ !-ir- 8 i i~ Q ~ i m ~ Co.- ;::0 = ~.: II I -i "\ ~~ .. a" yt. ~ ~~ , IUI! I o. il'll i I ~i~ . I !HI~ i 1'- i i _II i .. ~Jl ~I ~~ ,\\ k} . :\J. -1:. r ~ . ~\ ~) "- -~ !:... ~. 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'" v>n ~ -,~ ." ~~~ - n - " ..... li~ i u;!:;~~ " !;l~rJ! ~ ~r 15 PI r- '" ~n ~I! ~ ~ 2 rr ~~Ui~~I~ II >tl l~!alll'll_ ~~ i,;Ii~~~ 0 g" ~g~~P' e~i~ . ~ M~ 8ia~ ;> ;iiI ~...!t;li ~~~ l! ~f a.9 ? ~> F ~ - ~ ;Ii ~ ]I ~ ; ~ ;Ii 11~i 18i I; Ii; ! ; I~ Iii i;i II;; IIi ~!i I J ~ A~I .1-- h I" a ~ I al ad I'"e~ I~l ~i! ! I Iii !i!I !I Ii ! l ! ! ! iil III ilil i!i III · ~ I !: I!~I Ii i ; I ~ ~ ; iii :i I~AJ i~i ~Ii : ~ II ~~l ~; i ~. ~ . t i 51 :!;- ~;~ ~) II ~l !h nil ! II !i ii~: ~l~ ;i! !~ !~i il i g I -~ J~ !~ii ~I~ JII IAi~ II~ 1m ~ ~51 ;:.1 t I h! Iii II i ill h' hi it Ii IIi ~! H ..~ :1 ~.' B~J A :: fSi ~ a !~l il - I~ en @ ~ i ~ i m PETTIT FIBERGLASS POOLS ~ ~ .. s )> j ~ 6651 INDUSTRIAL AVENUE, SUITE 8 " . I f ! ~ I'..) PORT RICHEY, FLORIDA 34668 !o" TEL 727-847-7665 , i FAX 727-845-7665 ..... "'. ~ .., ... ... 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" <5 ~ ~~I~~ o ~~...x, r (J) :ap~~,,\ lJ " nCO p: ~...' fT1 ~Ri'~~ ~ "'g,",Y'M () ~Q:~~ < ~i~!I~ fT1 ...~~a~ ~ !ai:' >Ii:! ll'iH.. ~ ~8~ ~~ ~ ~;~2l~ I~ ~n::1"- r ~~~a r}o;O:; ~o:~ . ro '"'... ~~~,,~ - 'IfJ c ........ ~~3l5 "\ ~~~~ ~ nMir ;a ~~~~ Pl PI ~ :a - I q .:-: ~~ "'INI"'U'" 8' r I~~ ~'" ~~ ~... z ~! i Jt.)t::: N~ ~~ ~~ ~p (Tl~, '"' .. "n~ ~C; c " ~ ~ X~i Jlli ~fi f~ ~ ~ ~ i ~ ~ ti; ~:~ ~;;~ ~9; ~i~ i 1 ! i~1 .J:3 ~iA !I ~ ! ~ · I I IKI ii~ I~t! III ~il a i j ij; lip !j i: ) l j 1 ! iiJ II; Jiij Uj jU .. '! :: '1.111 I !! i : i III U !;i! ill m \ \ ~l\ ~V \\ 1 \ \ 1\ ~i ~i\\ \~~ \l~ !j !. I Ii i I I ~~ I~ i~ii ~i~ III .... ~ ~ ... '"' '"' J:;~~ ~d ~l\ ;;l :II ~ ~-- "1 l- Irr _c I ~c l!l~i~i~~U 1;~ ~~~"~~1lI~ lS", ~1;5\5~~::DO rr::d ~8~;~~6~i ~~ ~~t ~~a~~ ~ ;Ii~ ~~~;li~ !le~ ~ 11; ~.~ 'i' ~~ ~ ~ ]I l o '~~5:nll&11 ~~ x, U! ~ ~ I M~ix IIi i~ ~ I~ ! Ji ~ I IllUuU111 HI ::, Ii I ~..~ . hI -II II . U:~U'~ ~ I ~~ !I J I ! X2. I ! il~~ ~ J i JI: i5111 jn '.!~ . ~ ~~ ~ ! i!" ! ! I; !If i ! OF{ J; ~I h i~ <<i l ~i 't~! l ~ ~~l ~I ~ p ~ i i I~'" 8il .1 i 8; -IS ~ ~ ~~ i c.~ ' ;} ~~! ~I ~ .1 I j hM ~ i .. .. ~ l<:Ii I .. r ~~ ~ ai . a i F ~~i ;1 ""j:.o..o.............., l ~i ~8' ~.~ri:l! ~ i ,,~ ~~ ;:j~ . ~ ;Ii '!; m 6> ~ i ~ I PETTIT FIBERGLASS POOLS ~ ~ .. ~ )> l ~ 6651 INDUSTRIAL AVENUE, SUITE 8 r . L ! ~ v.> PORT RICHEY, FLORIDA 34668 "" TEL 727-847-7665 I F f:\X 727-845-7665 l e~11 :Elo 3 l~i.1 ,r.; ~ ~: ~~" 9~ t6 P i;J j~~! II UII ~ifl ~ ~~~~ ~~~~ ,"z$: o,..,;;t)> ~E;~ Jl,,:o ~; ie i ~ ~ ~ J~~! ~ ~ ~18 ("') c: em::C""tJ ~-tr- ;n m. !o ~ ("'). -t ~ ~-t::o C m ~ C- ... ~ Aluminum Structures Master Plan, 2002 Edition (ALSMP 2002) Inspection Checklist (For Use by Building Department Personnel) Contractor Information: ALClientll: 12592 Contractor: HAWLEY ALUMINUM Address: 32552 GREENWOOD LOOP, . RX0034142 State License II: ZEPHYRHILLS, FL. 33544 Prooerty Information: --r: Owner: J ' Property Address or Legal Description: rd/y :J 9' /J6 V 9..b r /fc..X. Structure Infonnation: Are the following in accordance with permit and specifications of ALSMP 2002: Roof Beam Span Roof Ream Spacing Roof Beam Size Roof Beam Wall and Flange Thickness. _ Load Bearing Column Size - Load Bearing Column Wall and Flange Thickness. _ Load Bearing Column Height _ Purlin Span _ Purlin Spacing _ Purlin Wall and Flange Thickness. Side Wall Column Size Side Wall Column Wall and Flange Thickness. _ Side Wall Column Ileight - Column to Concrete Connection for Load Bearing Wall Column to Concrete Connection for Side Wall Beam to Column Connection for Load Bearing Wall Purlin to Column Connection for Side Wall Beam to Beam Connection for Roof Beams Roof Beam to Purlin Connection Gutter to Fascia Connection Beam to Gutter Connection Chairrail Connection Door Ileader Connection Carrier Beam to Fascia (when applicable) -- Carrier Beam to Wall (when applicable) - Roof Beam to Carrier Beam (when applicable) Concrete/F ooter _ Cage Bracing _ Edge Beam Connection - Aluminum Roof Pan/Composite Panel Connection to Edge Beam (when applicable) - Aluminum RoofPanlComposite Panel Connection To Fascia or Wall (\vhen applicable) ---- Shea.r Wall Fastening (when app'kab'e) · We suggest using a micrometer to determine material thickness. 3lI11 lAUIAUl tRAIL. sum: E pan ~ARLO~ Fl. JJlI52 PHONE: (141) 127-4901 'AX! (141) 114-2382 ~ n.UJlINUJI srRUCTUIlWS JUsrZR PLAN DG~ DIC. @ COPTRICHT lL tNClHnRINo, DfC. 2001 AL [HOINEmlNo. INc. FtclRIOA UCENSE I7HI PAGE 263 or 266 I Aluminum Structures Master Plan, 2002 Edition Design Worksheet I Checklist Screen Wall/Screen Roof Enclosure Note: Tllis worlcslreet '0 be submitted with appropriate Plan and Elevation Views Contractor Information: 1 2592 RX 0 034241 AL Client #: State License #: Contractor: HAWLEY PtLUMINUM Add 32552 GREENWUUV LUUP,ZEPHYRH~LL~, FL. 33544 ress: I I Building Code: Florida Building Code 2001 Wind Zone: Exposure category: c I Importance factor: 0.77 I Prooerty Infonnation: k II Owner: cr. C{{7 Property Address or Legal Oescription: J 9 Jl6 c,-~ fL-.- Structure Infonnation: Overall Dimensions of Structure: Length: 2'f ft. Width: ;;"0. r ft. Overalllleight of Structure: / I ft, r Wall Height: J=ll ft. 'Ad Type of Structure (i.e. Mansard, Gable, Flat, Dome, etc.): , r rl/ / .)-)L G · Roof Beam Span: ;'0,. n., Spaced ..) I'), ft. o,c,; Use: Beam for Roof Beam and 'L'i- 'f Beam for ColumnlPost/Upright for p I ft. Wall Height as Per the Table on Page~, (Note: If enclosllre requires d,(ferent beam spans and different beam sizes !,Ieme provide information reqllested above for these members on an additional sheet and a((ach for slIbmiffal) · Side Wall Columns Spaced )' o.c. supporting a '}-Y L.. Purlin (Secondary Member) at a Wall Height of fIn,; Use a -.W_ Column/Post/Upright in Conjunction with a ?-it.. Purlin as Per the Table on Page 51 . (Note: Ifenc/vsllre reqllires different colllT"" heights and different beam sizes please provide in/ormation reqllested above for these members on em aelditlunal sheet and affach for submiffaf) Connection Details beinQ Utilized: (vlease sDecifv tire Darle and if there is mure than one detail on the Daile then sDecifv whiclr detail VOII are IIsin!?) · Column to Concrete Connection for Front Wall: · Column to Concrete Connection for Side Wall: · Beam to Column Connection for Front Wall: · Purlin to Column Connection fl)r Side Wall: · Beam to Beam Connection for Roof Beams: · Roof Beam to Purlin Connection: · Gutter to Fascia Connection: · Beam to Gutter Connection: · Chairrail Connection: · Door Header Connection Detail: · Carrier Beam to Fascia (when applicable): · Roof Beam to Carrier Beam (vy'hen applicable): · Concrete/Footer Detail: · Cage Bracing Details: I I I I I I I I I I I I Page 59 Page 59 Page 1 B Page ~"2 Page 4 1 Page 49 Page 85 Page 86 Page 52 Page 52 Page Page Page 250 Page 92 - 9 3 all atl B B D Detail Detail Detail Detail Detail Detail D Detail A Detail Detail Detail Oetail Detail Detail ALL Detail c c c J871 TAIIIAI.I' TRAIl. SUllt E PORT CHARlOTl!, n. 3Ja!l2 PHONE: (941) B27-4901 fAX: (a41) 1524-2382 ~ U.UJlINUJI STRUCTUIUS IUST6R PLAN DCIIIIRIIC, a:. @> COPYRICHT I.L EHCDfD:RINc, mc, 2002 AL EHGlNEIRlNC, INc. RORIOA UCENSE 114-41 I PAGE 257 OF 266 - Material Affidavit I REX HAWLEY f HAWLEY ALUMINUM , ,0 do hereby attest that the material use~ jl} construction of the ancillary aluminum structure located at 39/:16 9'~ ..4u---- , /J)/'?:T'C (.) County will meet or exceed the alloy, temper, wall thickness, flange thickness and dimensions of the aluminum extrusions as called for in the specifications and requirements of the At Engineering, Inc. Aluminum Structures Master Plan, 2002 Edition, I further attest that the structural integrity of the material used has not been compromised and the extrusion is in good condition. Witnessed by: I 2 Witness II HAWLEY ALUMNIUM Date Company II r;/tf6L Witness Date II Date II II II I I II (lobe turned into Building Department Prior with pennit package) II 3871 TAI.I1AI.I1 nVJI.. sum: E ~ U.UIIINUIl STRUCTVIUS JlASTIR PUN I rOftT OiARI.OTlt, n. :S:Sle2 PAGE 265 IF 266 !'HONE: (941' 827-41101 11:111IIII:. II:. @> COPlRICHT 11. EHcDm:Rnfa, Die, 2002 II F"X: (141) 12~2312 Al DlClNEmNQ, INc. ".ORrDA UCENSE 17<<1 Plans Affidavit REX HAWLEY I, . of do hereby attest that the details contained in this plan set for the constmction of the ancillary aluminum structure located at J?/j>6 p-r# ~L JJ#..t.-u County are true (unaltered) copies of those shown in the AL Engineering, Inc. Aluminum Structures Master Plnn, 2002 Edition. HAWLEY ALUMNIUM Witnessed by: Witness g-- Oate HAWLEY ALUMINUM i , I ~. I I Company Witness 5/#,- Oate Date .' I , I (To be tumed into Building Department Prior wilh pemlit package) ! i 31511 T1J.ll1J.l1 mM., sum: E PORT CHARlOTTE. n. 3JlISZ PHONE: (941) 1121-4901 F'AX: (9~') 824-2Jll2 ~ ALUIIINUII STltUCfTlMS IIASTlR PLA.N IIICIIDIIII:. IlK:. @ COPnUCHT AL E!fCfHttRJNc, UtC, 2002 Al EJlClNErRtNC, INC. n.ORlOA UCEHS( 17~4' PAGE 264 OF 266 I !fl! ! , " " , , ~ l' : ~ ~ a--- - , I 0 ~ y ~ cr-- '-> -- ~ ~ -.:: ~ ~ ~,/.. .}- ~, \. ,J>9 1/ \ 1 ~9 "-f 1"'~(/ "1-kt. ~ ~ v \ ...., ;;. l;-p'q '1"-(' <1;: 1'Jl( ~ ~ I'r*'(/ ,\ ~ r 1 -- ----Tf\. ~~ )~ ~ . ~ ~.oo.~ I~ JL \ ~ ,-\ .c~~([' () I pOl ,--r7 ~V?f 1 i I I , i j" I~ h " I:; I; ;'1 I:: :i : I ; \ \ \J I ALUMINUM I MARK I DESCRIPTION EXTRUSIONS 1. D. CHART I \.IT 1FT I AREA I \.IALL t I FLGE t I ALLOY STRUCTURAL ITEMS DESCRIBED (A> lx2 OPEN BACK 0.276 0.230 0,044 0.044 6063-T6 (B) lx3 OPEN BACK 0.394 0,320 0.050 0.050 6063-T6 (C) 3x2 PATIO BEAM 0.691 0.579 0.050 0.050 6063-T6 (D) 2x2 PATIO BEAM 0.519 0.441 0.044 0.044 6063-T6 (D 3x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063-T6 (F) 2x3 PATIO BEAM 0.691 0.579 0.050 0.050 6063-T6 (G) 2x3 SNAP BEAM 0.690 0.579 0.045 0.045 6063-T6 (H) 2x4 PATIO BEAM 0.799 0,679 0.050 0.050 6063-T6 m 2x4 SNAP BEAM 0.796 0.669 0.045 0.045 6063-T6 (J) 2x4 5MB 1.009 0.957 0.044 0.135 6063-T6 (K) 2x5 5MB 1.092 0.952 0.050 0.135 6063-T6 (l) 2x6 5MB 1.342 1.141 0.054 0.135 6063-T6 (M) 2x7 5MB 1.515 1.299 0.057 0.135 6063-T6 (N) 2x9 5MB 2.147 1.926 0.072 0.224 6063-T6 (0) 2x9 5MB 2.317 1.970 0.072 0.224 6063-T6 (P) 2xl0 5MB 3.504 3.029 0.092 0.399 6063-T6 (Q) 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063-T6 (AU) 3x3 SCALLOPED TUBE 0.596 0.507 .044-.078 .044-.078 6063-T6 (AV) 3x3-0.o93 TUBE 1.256 1.068 0.093 0.093 6063-T6 (A'W) 3x3-0.125 TUBE 1.691 1.438 0,125 0.125 6063-T6 (AX) 4x4-0.125 TUBE 2.279 1.939 0.125 0.125 6063-T6 (AY) 4x4-0.250 TUBE 4.41 3,75 0.250 0,250 6061-T6 (AD 6x6-0.125 TUBE 3.46 2.94 0.125 0.125 6063-T6 (AA> (AB) (AD (AD> (AD ANGLES DESCRIBED 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063-T6 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063-T6 1xlx.062 ANGLE 0,141 0.120 0,062 0.062 6063-T6 1x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6 lx3x.ll0 ANGLE 0.323 0.275 0.110 0.110 6063-T6 RECEIVING CHANNELS DESCRIBED l.5x2.125x.O&2 0.362 0.308 0.062 0.062 6063-T& 1.5x3.l25x.062 0.438 0.372 0.062 0.062 6063-T6 1. 75x3,23x.ll0 0.834 0.710 0.110 0.110 6063-T6 2x4.125x.125 1.157 0.984 0.125 0.125 6063-T& SUPER GUTTERS DESCRIBED 4'x4' EXTRUDED 1.270 1.080 0,070 0,070 6063-T6 4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6 4'ac11 tXTRUUtU 2.342 2,012 0,100 0.100 6063-T5 ,_.~_,~._.__,,_...o"'_".' (CA) (CB) (CC) (CD) (GA) (GB) (GC) NOTE) THESE EXTRUSIONS ARE AN 'OVERVIE"" or "'HAT IS READILY AVAILABLE" DOES NOT UID CONSTITUTE A COMPLETE LISTING or 'WHAT IS AVAILABLE. 3871 TAMIAMI TRAIL. sum: E PORT CHARLOTTE. FL 33952 PHONE: (941) 827-4901 FAX: (941) 824-23!l2 ~ ALUMINUM STRUCTUMS MASTER PLAN ~ DK:. @ COPYRIGHT AI.. KNGIND:RINC, INC. 2002 AI.. ENGINEERING. INC, FLORIDA UCENSE f7<<.' PAGE 36 OF 26 , I CAGE BRACING DETAILS CONT'D (4) 1110 1-1/2" SHS INTD SCRE'W BOSSES (4) 1I10x 1-1/2' SHS THRU ANGLE INTD POST I::IDIESi CORNER CABLES DR RIGID BRACING SHALL BE USED ON ANY 'WALL NOT DIRECTLY fASTENED TD THE HOUSE IN ORDER TD RESIST DIAGONAL STRESSES DUE TD 'WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY fROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE Of TURNBUCKLES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TD PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. THE BoTTOH Of THE CABLE SHALL BE fASTENED TO THE SLAB 'WrTH THREE 1/4' fASTENING DR T'Wo 5/16" fASTENING 'WrTH A 1/8" STRAP. 'WALL BRACING AND TDP STRAPS SHALL BE REQUIRED. I (4) 1110)(3/4" SHS THRU ANGLE INTD 2)(2 I TYPICAL 'WALL L ROOF BRACING DETAIL SIDE VIE'" - OPTION #3 ... EXIST. 3 1/2" CONC 3/32'~ S/S CABLE I I 5 3/4' )( l' )( 1/8 GALV, STRAP PLATE 5/16' ANCHOR BOLT (EXPANSION BOL n ilIa - 6")(6' 'WELDED 'WIRE HESH I .. ~ I .' ~. .,j;" .. .. . . '. CoNC. I , 4. . 3/8')(2-3/4. CONC. EXP. BOLT DR 1/2')(2-3/4' RA'WL SPIKE EHBEDDED INTO CONCRETE .. CONCRETE SLAB I CONCRETE/ STRAP DETAIL SIDE VIE'" - OPTION #1 CONCRETE/ LOOPED CABLE DETAIL SIDE VIE'" - OPTIDN #2 I I CBDCONT I 3871 TA/oIIA/oII TRAIL. sum: E PORT CHARlOTlE. FL 33952 PHONE: (941) 627-4901 FAX: (1141) 62+-2382 ~ M.UJIlNUJI STRUCTUR8S JUSTZR PUN 08IIRIIIi, K. @ COPYRIGHT .AI. ENGDfURIMG, lNe. 2002 Al ENGINEERING. INC. FLORIDA UCEHSE #7441 PAGE 93 OF 266 1 .~ " " II :1 ;1 l BEAM TO GUTTER SCREEN WALL/SCREEN DETAILS ROOF ONLY DETAIL 0 SE:E: - ~ GUTTr-o -_ Do;.... TO ~ - E:TAllS AScrAr (4) IU4x3' LAG SCRE'WS 'WI 3/4'11I STAINLESS STEEL 'WASHER @ EACH CLIP (4) 114xJ/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) I I ---- -/ ---~ 2' 5MB (SEE ROOF BEAM SPAN CHARTS) (4) 112x3/4' SMS EACH SIDE ~ (3) ItB SMS THRU CHANNEL INTO BEAM MAX. 45' 2 lIB' xl 1I2'x.062' REC. CHANNEL OPTIONAL BEAM CUT s- - ~ GU~-_ ... TO - DE:TAIlS F"AScrAr (4) 1t14x3' LAG SCRE'WS 'WI 3/4'" STAINlESS STEEL 'WASHER @ EACH CLIP 2' 5MB (SEE ROOF BEAM SPAN CHARTS) 2'x2'x.093' ANGLE DETAIL @ (2) 112xl 1/2' SMS INTO O/B AND GUTTER (4) ItlOx3/4' SMS INTO BEAM (EACH SIDE> (2) #12x3/4' SMS EACH SIDE ~ (3) #B SMS THRU CHANNEL INTO BEAM MAX. 45' REC. CHANNEL I I --- - I - - -c... STRUCTURAL GUTTER (2) #14x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) BEAM CUT DETAIL @ s -- ~ GUTTt;;- _ _ 1JE:TAll~ F"ASCIAr (4) #14x3" LAG SCRE'WS 'WI 3/4'" STAINLESS STEEL 'WASHER @ EACH CLIP 2' 5MB (SEE ROOF BEAM SPAN CHART4) 2'x2' INTERNALLY FASTENED TO MAX. 45' BEAM 'WITH (2) ItIOxl 1/2' SMS (4) 112x3/4' SMS EACH SIDE (4) #14x3/4' SMS INTO GUTTER (1" MINIMUM SEPARATION) 2 I/B'xl 1I2'x.062' REC. CHANNEL 3.S'x.l00' ALUMINUM ANGLE CLIP (1) @ EACH BEAM LOCATION STRUCTURAL GUTTER 3.S'x.l00' ALUMINUM ANGLE CLIP (1) @ EACH BEAM LOCATION (4) 114 SMS DETAIL @ 2" 5MB (SEE ROOF BEAM SPAN CHARTS) NOTEI SE:E: ~T~ TtR TO - _ DE:TArlS F"AScrAr (4) 114x3' LAG SCRE'WS 'WI 3/4'11I I STAINLESS STEEL I 'WASHER @ EACH CLI~_____j STRUCTURAL GUTTER DOOR JAMB INTERNALLY FASTENED TO BEAM 'WITH (2) 110xl 112' SMS 4 (4) #12x3/4' SMS EACH SIDE (4) #14x3/4' SMS INTO GUTTER MAX. 45' (1' MINIMUM SEPARATION) 2 l/B"xl 1/2'x.062' RECEIVING CHANNEL 1.) AL ENGINEERING, INC. DOES NOT 'WARRANTEE OR GUARANTEE. EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3,) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG 'tIITH A MINIMUM or 2)(4 TRUSSES SPACED 24' O.C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. BTf; 3871 TAMIAMI TRAIL. SUITE E PORT CHARLOTlE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 824-2382 ~ ALUMINUM STRUCTU1f6S IIASTZR PLAN ENliIIBIIt6, INC. @ COPYRIGHT AI. ENCINURI!l'C, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 17441 PAGE 66 OF 266 GUTTER SCREEN TO WALL FASCIA DETAILS SCREEN ROOF (4) 1114)(3' LAG SCRE\.IS \.II 3/4' STAINLESS '5' STEEL \.lASHERS l! EACH CLIP ~ 3.5')(.100' ALUM ANGLE CLIP l! EA. BEAM 4 IH4)(3/4' SMS / ./" ./" I (REf. BEAM TO GUTTER DETAILS) 2 CONTINUOUS ANGLE 1')(2' DB DR \lOOD \lEDGE TO PLUMB GUTTER \.IHEN REQUIRED 4', 5' DR 7" SUPERGUTTER DETAIL 0 3/8")(8' LAG THRU SPACER fERRULE @ EACH BEAM (fERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE> 4 / ./" ./" I (REf. BEAM TO GUTTER DETAILS) 4', 5' DR 7' SUPERGUTTER DETAIL @ NOTE. 1.) AL ENGINEERING, INC. DOES NOT \lARRANTEE DR GUARANTEE. EITHER EXPRESSLY OR IMPLIED. THE STRUCTURAL INTEGRITY Of' THE EXISTING STRUCTURE. 2.) CONTRACTOR SHALL VERIfY STRUCTURAL INTEGRITY Of HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG \lITH A MINIMUM Of 2)(4 TRUSSES SPACED 24' O,C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS. 4.) GUTTER MAY BE REVERSED USING SAME fASTENER PATTERNS. 5.) 0 DENOTES ORDER Of INSTALLATION PROCEDURES. SCI 3871 TAWIAWI TRAIL, sum: E PORT QiARLOTlE. Fl 33952 PHONE: (941) 627-4901 FAX: (941) 82+-2382 ~ >>.UJlINUJI STRUCTURES Jl.ASTKR PUN EHEiINEERIN6. It<<:. @ COPYRIGHT ~ ENGINBJ:RING. mc, 2002 Al DlGlNEERlNG, INC. flORIDA UCENSE 17441 PAGE 65 OF 266 "~ 2x2 INTERNALLY FASTENED TD BEAM \1/ (2) IHOxl 112' SMS I BEAM TO COLUMN CONNECTIONS I FASTENERS SHALL BE PLACED A MINIMUM DF 1/2' FRDM EDGE DF BEAM AND A MINIMUM SPACING AS PER THE CDNNECTIDNS BELD\I FASTENERS SHALL NDT BE PLACED LESS THAN 3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE INSTALLED DR AL ENGINEERING. INC, MUST REVIE\I AND PRDVIDE APPRDVAL. 2x2 INTERNALLY FASTENED TD BEAM \I / (2) 1I10xl 1/2' SMS 1110 SMS Ii! 24' D.C. ALUMINUM END CAP (oPTIDNAL> IHOxl 1/2' SMS 6' EACH SIDE DF PDST AND Ii! 24' D.C. MAX. (8) 110)(3/4' EACH SIDE 2"x3' PB DETAIL 0 2x2 INTERNALLY FASTENED TD BEAM \1/ (2) IHOxl 1/2' SMS 1110 SMS Ii! 24' D.C. ALUMINUM END CAP (oPTIDNAL> !tl0xl 1/2' SMS 6" EACH SIDE DF PDST AND Ii! 24' D.C. MAX. (2) 110xl' SMS INTD SCRE\I BDSSES DF lx2 DB (13) 1I10x3/4' SMS EACH SIDE DETAIL @ 2x2 INTERNALLY FASTENED TO BEAM \II (2) 1I10xl 112' SMS 1110 SMS Ii! 24' D.C. ALUMINUM END CAP (OPTIONAL> 4B 4B 4B 1I10xl 1/2' SMS 6' EACH SIDE DF PDST AND Ii! 24' D.C. MAX. (2) 110xl' SMS INTD SCRE\I BDSSES DF lx2 DB (15) 1I10x3/4" SMS EACH SIDE 2 X 7 5MB STeel DETAIL CD !tl0 SMS Ii! 24' D.C. ALUMINUM END CAP (oPTIDNAL> 1U0xl 112' SMS 6' EACH SIDE DF PDST AND Ii! 24' D.C. MAX. (2) 110xl' SMS INTO SCRE\I BOSSES DF lx2 DB 2"x4' PB. SB DR 5MB (~) 110x3/4' SMS EACH SID( \II GUSSET PLAT( (MIN. THICKNESS EQUAL TO DR GREATER THAN POST THICKNESS) DET AIL . . . . II , II 2x2 INTERNALLY FASTENED TO BEAM \1/ (2) 110xl 112' SMS 110 SMS Ii! 24' D.C. ALUMINUM END CAP (OPTIONAL> 1I10xl 1/2' SMS 6' EACH SIDE OF PDST AND Ii! 24' D.C. MAX. (2) #10xl' SMS INTD SCRE\I BOSSES DF 1><2 DB (14) 1I10x3/4' SMS EACH SIDE DETAIL @ 2x2 INTERNALLY FASTENED TD BEAM \II (2) 110xl 112' SMS 110 SMS Ii! 24' D.C. ALUMINUM END CAP (OPTIONAL> 110x1 1/2' SMS 6' EACH SIDE DF POST AND @ 24' D.C. MAX. 4B 4B 4B 4B 4B 4B (2) 110xl' SMS INTO SCRE\I BDSSES DF 1x2 DB <17> #10)(3/4' SMS 2 X 8 EACH SIDE 5MB I I I DETAIL ([) I 3871 TAMIAMI lRAlL, SUITE E PORT CHARLOnE. n.. 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ ALUMINUII STRUCTURES JUSTER PLAN ENIiItE8IIN6, INC. @ COP!RIGHT AI. EMGINKERIKG, INC. 2002 AL ENGINEERING, INC. flORIDA UCENSE 17441 I PAGE 78 OF 266 2')(2')(.044' SIDE....ALL PURLIN (4) 1110 SMS EA, SIDE OF PURL1N THRU 2-1I8')(2'x1/8' RECEIVING CHANNEL (1110 SMS TO BE SPACED I' D.C. MIN.) II . II I I TOP RAIL/PURLIN/COLUMN SCREEN WALL/SCREEN CONNECTION ROOF 1')(2')(.044' DB .062' REC. CHANNEL ....1 (4) 110 SMS INTO EDGE BEAM AND COLUMN (BOTH SIDES) I !tl0)(1-1/2' SMS @ 24' D.C. AND ....ITHIN 6' EA. SIDE OF COLUMN I 2')(3')(.050' PB COLUMN OR 2")(3')(.045' SB COLUMN I DETAIL @ I I EDGE BEAM I (2) - !tl0 SMS EA. SIDE OF PURLIN THRU 1 1/2')(2 1/8'xl/8' RECEIVING CHANNEL NOTCH COLUMN TO FIT PURLIN ANGLE 1')(2')(.044' OIB ....1 2 !tl0 )(3/4' SMS !t12 SMS THRU CHANNEL INTO 2')(2' lID )( 1 112' SMS @ 24' D.C. 2')(3' SB COLUMN AND ....ITHIN 6' EA. SIDE OF COLUMN DET AIL @ I \ CPCO 3871 TAMIAMl TRAIL. sum:: E PORT CHARLOTlE. fl. 33952 PHONE: (941) 627-4901 FAX: (941) 624-2:582 ~ ALUJlINUM STRUCTURES JUSTER PLAN ENGKIRIt&.INC. @ COPYRIGHT AI. J:NGINURIMG. INC. 2002 AL ENGINEERING. INC. fl.ORIDA UCENSE 17441 PAGE 72 OF 266 I POST/COLUMN TO CONCRETE DETAILS I DETAIL 0 2')(2')(.125' ANGLE EACH SIDE OF COLUMN IJITH 112)(3/4' SMS SPACED A MINIMUM OF I' D.C. (SEE SECONDARY ANGLE SCHEDULE) 2')(4' SB. 2")(4' 5MB DR 2')(5' 5MB COLUMN SCREEN 2")(2')(.125" ANGLE EACH SIDE (2)-112)(3/4' SMS EACH SIDE (MIN. I' D.C. SPACING) 3/8' POIJERS IJEDGE DOL T CONC. ANCHOR THRU ANGLE L 1')(2' DB INTO CONCRETE EACH SIDE (MIN. 3.5' EMBEDMENT> 1')(2' DB BASE PLATE CTYP.) 3/B' POIJERS IJEDGE BOLT CONCRETE ANCHOR THRU ANGLE INTO CONCRETE A T AN EMBEDMENT OF 3,5' MINIMUM (SEE SECONDARY ANGLE SCHEDULE) ~ A A <1 q . 3" MIN. FROM EDGE. OF SLAB · NOTE. DETAIL ILLUSTRATES TYPICAL ... 2')(4" 5MB COLUMN CONNECTION 2 .. MIN, I SIDE VIE\v' I · NOTE' DETAIL ILLUSTRATES TYPICAL 2")(4" 5MB COLUMN CONNECTION SCREEN SB. 2")(4' 5MB DR 2')(5' 5MB COLUMN (2)-112)(3/4' SMS EACH SIDE (MIN. I' D.C. SP ACING) 2')(2')(.125" ANGLE Y 3/8' POIJERS IJ EDGE BOLT CONC. ANCHOR THRU ANGLE L 1')(2' DB INTO CONCRETE EACH SIDE (MIN, 3,5' EMBEDMENT) 1')(2' O/B BASE PLATE (TYP.) (2)-#10)(1-1/2' SMS EACH SIDE <1 ~, 1 1/4' MIN. CONCRETE ~ ANCHOR EMBEDMENT L~AX SPACING__ 24' OIC 2500 P,S,I, CONCRETE MAX SPACING . I - 24' OIC ~. IFRONT VIE\v'1 NOTE. DETAIL ILLUSTRATES TYPICAL 2')(4" 5MB CONNECTION. PRIMARY 2')(2')(,125' ANGLE SECONDARY ANGLE SCHEDULE CONCRETE SCREEN~.: ~.' :" Cu z ~ .... .. ~. TOTAL '12xJ/4" SI.IS z ;: M COlUMN SIZE SIoAB OR S8 2"x 4" 2"x 5" TOTAL CONCRETE ANCHORS . A ",' 4: CTYP,) 3/8' POIJERS IJEDGE BOLT CONCRETE ANCHDR AT 3,5' MINIMUM EMBEDMENT N Z ::a: 2) J/8" 2) 3 S" 4 4 Cu z ~ ;: SECONDARY 2')(2')(.125' ANGLE (SEE SECONDARY ANGLE SCHEDULE) NOTES, (1) ALL 1/4" CONCRETE ANCHORS TO BE POIJERS POIJER-BOL TS 112)(3/4" SMS <DR EQUIVALENT> 24' D.C. FOR 5MB (2) CONNECTION IS GOOD FOR 3.475 POUNDS OF UPLIFT, SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS, (3) CONNECTION IS BASED ON 3" MINIMUM EDGE DISTANCE AND 2' SPACING (]f FASTENERS, #12 SMS TYP. (SPACED @ l' D.C. MINIMUM) PCCD t 2')(4' SB, 2')(4' 5MB OR 2")(5" 5MB COLUMN I VIE\v' TOP 3871 TAWIAWI TRAlL. SUITE E PORT OiARLOnE. FL 33952 PHONE: (941) &27-4901 FAX: (1l41) 824-2382 ~ nUJlINUJI STRUCTUR8S JlAST.8R PUN DGIIIDIIDIG. IIC.. @ COPYRIGHT ~ DfGIHKERING, INC. 2002 At EHGlNEmlNC, INC. FLORIDA UCENSE #7441 PAGE 59 OF 266 Yl I . \ !2x3 PH POST/COLUMN TO CONCRETE DETMLSI DETAIL 0 I 2'1<3'1<.050' PB COLUMN 2500 P.S.I. CONC. SCREEN 2'1<2'1<.125' ANGLE EACH SIDE NOTCH COLUMN FOR BASE PLATE 1'1<2'1<.044' DB BASE PLATE (TYP.) 2 EACH 114 1<3/4' SMS EACH SIDE (SPACED 1" D.C. MINIMUM) 3/8' POVERS VEDGE BOLT CONCRETE ANCHOR THRU ANGLE (3 112" MIN. EMBEDMENT> .. . ~ ". ., II 4 ., 4 4 ., : .' ., .,. 4 ., .d' ... . .,.4 --4 I I SIDE VIEW SCREE ~ 2'1<3')(.050' PB COLUMN II (2) 114 )(3/4' SMS EACH SIDE II (SPACED I' D.C. MINIMUM) 1\ II 2')(2')(.125' ANGLE ~ i 4 EACH 114' )( 1-112' 110 S.M.S. THRU BOTTOM PLATE INTO COLUMN SCREV BOSSES 1/4' x 2 1/2' CONCRETE ANCHOR 3/8' POVERS VEDGE BOLT CONCRETE ANCHOR 1/2' EMBEDMENT> OIB BASE PLATE (TYP.) J MAX SPACING __I - 24' OIC .... ~ NOTCH I COLUMN 6" fOR MAX. BASE ~ 1 1/4' MIN. CONCRETE . ANCHOR EMBEDMENT .~ . ~~ 6' ~MAX SPACING_ MAX. 24' OIC <1 2500 P.S.I. CONCRETE - ~ i ! I I: l I ! ! I IJ 'I: ? ;~ 'I U, FRONT VIEW NOTES. (l) ALL 1/4' CONCRETE ANCHORS TO BE POVERS POVER-BOL TS (OR EQUIVALENT> (2) CONNECTION IS GOOD fOR 3,400 POUNDS or UPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,400 POUNDS. (3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND LIMITATIONS OF SPACING BETVEEN FASTENERS (MINIMUM "I" SPACING) PCCD23 31571 TAMIAMI TRAIL. SUITE E PORT CHARLOTll:. Ft 33952 PHONE: (1141) 827-4901 FAX: (941) 624-2J82 ~ ALUIlINUIl STRUCTURES JlAS'l'8R PLAN DGIRI1IIIlC. IE @ COPYRIGHT .AI. DGnm:RING, INC. 2002 AL ENGINEERING, INC. flORIDA UCENSE 17441 PAGE 54 OF 266 I CHAIR RAIL CONNECTIONS I I I I I 2x2x.062 RECEIVING CHANNEL 2x PD, SNAP OR 5MB COLUMN 2x PB. SNAP OR 5MB CHAIR RAIL OR 2x SNAP OR 5MB COLUMN I INTERIOR fASTENIN (4) 110x 1 1/2' SMS INTO SCRE'w'BOSSES EACH SIDE I l.5"x2.125'X.062' INTERIOR 'u' RECEIVING CHANNEL 'w'/(4) 110x3/4' SMS I 2x2 PB CHAIR RAIL I EXTERIOR CHAIR RAIL CONNECTION INTERIOR CHAIR RAIL CONNECTION HIDDEN CHAIR RAIL CONNECTION I DET AIL @ DET AIL @ DET AIL @ I I ;-; I 2x2x,062 RECEIVING CHANNEL DBL 2"x 5MB INTERIOR fASTENIN (4) 110x 1 1/2' SMS INTO SCRE'w'BOSSES EACH SIDE DBL 2'x 5MB I f I I: I i , I (4) 110x3/4'SMS I 2x PB. SNAP OR 5MB CHAIR RAIL (4) 110x3/4'SMS 1.5'x2,125'X,062' INTERIOR 'u' RECEIVING CHANNEL 'w'/(4) 110x3/4' SMS 1 EXTERIOR CHAIR RAIL CONNECTION INTERIOR CHAIR RAIL CONNECTION HIDDEN CHAIR RAIL CONNECTION DETAIL @ I DETAIL @ DETAIL @ I I I CRCD 3871 T AMlAMI TRAIL. SUITE E PORT CHARLOTTE. n. 33'J52 PHONE, (941) 627-4901 fA~ (94D 6e4-e38e ~ ALUIlINUII STRUCTURES IlASTER PUN ENIiIIIRNi, INt. @ COPTRIGHT At DClND:RUfC. INC. 2002 AL ENGINEERING. !Ne. FLDRIDA LICENSE .7441 PAGE 52 OF 266 I \ IV~ I I SIDE WALL COLUMN FOR SCREEN WALLlsCREEN ROOF NON - LOAD BEARING WALLS ~rr N~ 30' - 45" -~ ~.~~' ROO' BEAM ""'- ~ ~~\ ~D~~~G ./ EDGE 'J / JI V 'OlGlll'" , EDGE T~ ~ A BEAU ~1w, ~ \ (l'rP) NlE ~ j ~~~~ :z:U ~ .~ -~- ~~ t19i ca..uIlN +- UIl/ HEIGfT EXAWPLE 1 16" WIN. DlAIR ~~ ~ -46" MAX. / (~ I ~ , \. I I ROOf BEAM SPAN I I ROOf BEAM SPAN "\ CA9..E I BRACNG GABLE MANSARD DETAIL ([) DET AIL @ EXAMPLE · CABLE BRACNG TO BE INSTAlLED fOR EAOi g' (OR fRACll()j lHEREOF) IF 'tffillCAl.. WALl HEIGHT MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WAlLS, SCREEN ROOF WIND LOADS UP TO 130 MPH,EXPOSURE C DEFLECTION U80 SPAN<=I2' DEFLECTION U180 SPAN >12' SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURlIN (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2x2 PB 3><2 PB 2x3 PB 2x3SB 2x4 PB 2.4 SB 2x4 5MB 2.5 5MB 2.6 5MB 2.7 5MB 2.8 5MB 2.9 5MB 2xl0 5MB 3'-0" 9.40 11.10 13.20 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 2400 24.00 4'.0- 850 10.10 12.00 1300 1520 15.90 17.70 20.30 24.00 24.00 24.00 2400 24.00 5'-0' 7.90 9.30 11.10 12.00 14.10 14.80 16.50 1900 22.30 24.00 24.00 24.00 2400 6'-0" 7.40 8.80 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 2400 24.00 7'-0" 7.00 8.30 9.90 10.70 12.60 1320 1480 17.00 20.10 22.60 24.00 24.00 2400 8'-0" 6.70 7.90 9.50 10.30 12.00 12.60 14.10 16.30 19.30 2170 2400 2400 24.00 g-O" 6.40 7.60 9.10 9.90 11.50 12.10 1360 15.80 18.60 2090 2400 2400 24.00 INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. VAlUES IN DECiMAl FEET SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2.3.050 PB PURlIN (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2><2 PB 3.2 PB 2x3 PB 2x3SB 2x4 PB 2.4 SB 2x4 5MB 2x5 5MB 2><6 5MB 2.7 5MB 2x8SMB 2x9 5MB 2.10 5MB 3'-0" 9.40 11.10 13.20 14.30 16.60 17.40 1940 22.30 24.00 24.00 24.00 24.00 24.00 4'-0" 8.50 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 2400 24.00 24.00 5'-0" 7.90 930 11.10 12.00 14.10 1480 16.50 1900 22.30 24.00 2400 2400 24.00 6'-0' 7.40 880 10.50 11.30 13.20 13.90 1560 1790 21.10 2380 2400 2400 2400 7'-0" 7.00 8.30 9.90 10.70 12.80 1320 1480 17.00 20.10 22.60 24.00 24.00 24.00 8'-0" 6.70 7.90 9.50 10.30 12.00 1280 1410 1630 19.30 21.70 2400 2400 24.00 g-O" 6.40 7.60 910 990 1150 12.10 13.60 1580 1860 2090 2400 2400 24.00 INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS WIND SPEED FACTOR 140 095 120 105 110 1.10 NOTE: COLUMN HEIGHT MAY NOT BE EXTENDED FROM A VAlUE LESS THAN 12 FEET TO A VAlUE GREATER THAN 12 FEET THROUGH THE USE OF A MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. SrCT3 t 3871 TAWIAWI TRAIL. SUITE E ~ ALUMINUJI STRUCTURES JUSTZR PUN PORT QiARlOTTE. Fl 33952 PHONE: (941) 627-4901 ENIKDlIt6.IHC. @ COPYRIGHT .AI. ENGINEERING, INC. 2002 PAGE 51 OF 266 fAX: (941) 62+-2382 At. ENGINEERING, INC. flORIDA UCEHSE 114-41 I I I I I I I I I I I I I I I I I ~ I PURLIN/BEAM TO BEAM CONN. l'r'P, 5MB OR SNAP BEAM ~ DETAILS I DETAIL 0 I W MINIMUM 1. CENTER-TO-CENTER SCREW SPACING MINIMUM 1/2. EDGE DISTANCE (SECONDARY) PURUNjaEAM o o o 8. x .062 RECEIVING CHANNE l'r'P. (SECONDARY) PURUN/BEAM 2 x 4 SUB. sa OR PB 2 x 5 SUB 2 x 6 5MB 2 x 7 SMa 2 x 8 SMa 2 x 9 5MB 2 x 10 5MB 112 SUS INTO PRIMARY BEAM (BOTH SIDES) 4 4 5 6 7 8 8 SEE SCHEDULE FOR FASTENERS 2.x3.x.050. PB DETAIL @ o SMS EACH SIDE SE1~2t~1/BEAM 3 3 4 5 5 6 7 TYP, SUB PURUN - ( SECONDARY) l'r'P, 5MB DETAIL @ NOTE: ILLUSTRATED AS 2x4 5MB SECONDARY PURUN / BEAM MINIMUM 1. CENTER-TO-CENTER SCREW SPACING MINIMUM 1/2. EDGE DISTANCE FOR 112 SMS '" 1. EDGE DISTANCE FOR 110 SlotS 2.x2.x,044. PB TYP. 5MB OR SNAP BEAM DETAIL @ (1) - 110 SlotS OR (2) - 18 SMS INTO EACH SlOE OF PURUN NOTES: MINIMUM 1. CENTER TO CENTER SCREW SPAONG. PBC MINIMUM 1/2. CENTER TO CENTER DISTANCE FROM SCREEN TO EDGE OF MEMBER. TYP. SIotB OR SNAP BEAM 3871 TAMIAUI TRAlL. sum: E PORT a-tARLOTTE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ M.UJllNUJI STRUCTURES JlAST8R PUN ElBH'lH,INC. @ COPYRIGHT ~ ENGIND:RING. INC. 2002 AlEJolGlNEERlNG, INC. FLORlOA UCENSE 17441 PAGE 49 OF 266 . . IBEAM TO BEAM CONNECTION DETAILS 1 SPACING BETWEEN SCREWS SHALL NOT BE LESS THAN 3d. MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBER SHALL NOT BE LESS THAN OS, GUSSET THICKNESS MUST BE GREATER OR ~QUA~ TO ~A~L THICKN~SS Of D~AH, TOTAl , 0' DISTANCE FASTENER FASTENER DISTANCE fAST"E}lER5 TO BE:AM COlolPlETE fROloI 'v'ERllCAI.. HORIZONTAl fROloI SIZE CONNECTION "0. "j,. SPUCE SPACING SPACING EDGE 2x4 PB 20 - jl10 SMS 7.35' 2.15' D,S' 1.12' 1.14' D,S' 2x4 sa 24 - #10 SMS 7.35' 2.15' D,S' 1.12' 1.14' D,S' 2x4 5MB 2B - #10 SMS 9.5' 2.5' D,S' 1.12' 1.14' D,S' 2xS 5MB 2B - #10 SMS 9.75' 2.5' D,S' 1.50" 1.14' 0.5- 2x6 5MB 32 - #10 SMS 11.25' 4' D,S' 2.0' 1.14' 0.5- 2x7 5MB 32 - #10 SMS 12' 5" D,S' 3' 1.14' D,S' 2xB 5MB 36 - #10 SMS 14.75' 6- 0,S' 4' 1.14- D,S' 2x9 5MB 40- #10 SMS' 14.75' 6- 0.5. 4- 1.14- D,S' 2xl0 5MB 44 - #10 SMS 17.5" 7. D,S' 5' 1.14- I" 10 SCEWS Q PER SPLIC~u~~~ (40 TOTAL> 2x9 5MB _ - ......... ......... 2x9 5MB ~- ........., 000 000 \00000000/ \000 000/ ..0 DETAIL @ DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMIlAR. TOTAl , Of DISTANCE fASlENER fASTENER DISTANCE fASTENERS TO BfAloI COlolPlETE fROII VERTlCAL HORl20NTAL fROW SIZE CONNECTION .0. .... SPUCE SPACING SPACING EDGE 2x4 PB 16 - .10 SMS 7' 2' 1.5' 0.90- 1.14' 0.5' 2x4 SB 16 - .10 SMS 7- 2' 1.5' 0.90- 1.14- D,S' 2x4 5MB 24 - #10 SMS 8.75' 2' 1.5. 0.90' 1.14- D,S' 2xS 5MB 24 - .10 SMS 8.75' 3' 1.5' 1.90- 1.14' D,S' 2x6 5MB 24 - .10 SMS 8.75' 4' 1.5- 2.90' 1.14' D,S' 2x7 5MB 2B - .10 SMS 11' 4. 1.5. 2.90. 1.14" 0.5. 2xB 5MB 32 - .10 SMS 11- 4' 1.5. 2.90. 1.14- 0.5. 2x9 5MB 36 - .10 SMS 13,25. 4. 1.5' 2.90' 1.14' 0.5' 2xl0 5MB 44 - 1112 SMS 15.5- 5. 1.5. 3.90. 1.14. 0.5. 9 SCEWS Q PER SPLICE (36 TOT AU -- '-. A .125. fLA T BAR MAYBE USED ~lJ""""""'" INSTEAD Of GUSSET PLATES CALLED OUT WITH AN APPROPRIATE LENGTH AND --- WIDTH TO ACCOMODATE THE REQUIRED t;-- 3 SCREWS AND EDGE DISTANCE SPACING 000 000 10 0 0 0 0 01 ~..!.. 0 o ..!....!...J 2x9 5MB 2x9 5MB DETAIL @ BTBI DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMIlAR, 3871 TAWIAMI TRAIL. SUITE E ~ n.UJaNUJI STRUCTUlUS JUSTZR PUN PORT QiARLOTTE. f1. 33952 PHONE: (941) 627-4901 EMiDlIRDfi, 1M:. @ COPYBIGHT .u. ENGOOD:RING, INC. 2002 fAX: (941) 621-2382 At. EHGINEERING, INC. flORIDA UCENSE /7441 PAGE 47 OF 266 . . II II II II I I I I I I I I I I I