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Home My WebLink About02-1327 BUILDING PERMIT Permit N!! 11. ,- ~ c?'- ~ . ELECTRICAL CITY OF ZEPHYRHILLS (813) 780-0020 ;;)5' r PLUMBING 1327 1 f}l\) . frO BUILDING Date ?_:< -o~ M~AL Sewer Conn Water Conn: Property Owner: Job Address: Parcell.D. II Zoning:_En?f9Y Code: Radon Gas: Descriotion of Work_p ~ rt- ~ ~O f;;,;, ;'1~n.J!;;:::;Jtt Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector 15 i 000 . frO Permit Fee / So f .-0 ~ignatureCfi~u_1 e:ne l;tp Company Address 'xj elephone# Valuation or Contract Price City License Registration # State Certified License# BUILDING ELECTRICAL ao~d . FtrJP~/ ~~/-O'2- 12('( lIJ'fp. Servo Pre SLB Rough In Lintel Meter Can FRM. Const. Pole Insul. CL Pool WL Pre-Meter Final PLUMBING MECHANICAL SLB / frl-D2 'RL'1, HSO , Tub Set Water Sewer Final V /:2. -If -02 /2L'1 1-hO Breakers Ducts Insl. Compressor Final Driveway p~ s-r:ed- 7-/f- o;;.I2Ly 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. . CITY OF ZEPHYRHILLS "NOTICE" OF ADD.ITION OR CORRECTION BUILDING DEPARTMENT / () (( I if ADDRESS DATE PERMIT + I 1,2(>8 ~ OaA. fp,. /2.-l( -tJ7..- / Ei!--l . THIS JOB HAS NOT BEEN COMPLETED The following odditiqns or corrections sholl be mode before the job , . will be accepted. DO NOT REMOVE t~~+;-~~fn-l ~ fi) OfFICE HOURS 8 - 5 MON.-FRI. . AFTER CORRECTIONS ARE IAADE CAlL 78~CTION INSPECTOR II is unlawful tar any Corpent.r, ConlraClar, Bulld.r, or oth.r persons, 10 co".r or caUM 10 be co".red, any part of Ih. work with flooring, lalh, earth or olh.r malerlal, unllllh. prop.r Inlpeclor hal had ampl. 11m. 10 appro". Ih. Inllallallon. CITY OF ZEPHYRHILLS IINOTICE" OF ADDITION OR CORRECTION BUILDING DEPARTMENT DO NOT REMOVE ADDRESS b 20 q Sl \l1e/ PERMIT + uL '"5 21 THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job . . will be accepted. No ~. v. S 1)11/ f~S~ "" E' r e. of P--l (~(\ s (1'1 . ,1 /',.,.., l.{ rl'\ s.; ps-r; 0/1 ere ~ S "',r {I ht II i. unlawful tor any Carpenter, Cantractor, Builder, or other person., to cover or cauae ta be cavered, any part of the work with flooring, lath, earth or o,her matlH'lal. unlll the proper In.pec'or has had ample time to approve 'he In.'allatlon. . AFTER CORRECTIONS ARE MADE CAll 788-6611.FOR RE-INSP~'N INSPECTOR j!tI../'/" e~ <.(!( / / OFFICE HOURS 8 . 5 MON.-FRI. ONNHR'S NAMB CITY 01' ZmpltYRHILLS PBRMIT APPLICATION BUILDIHQ DBPART~ 533! 8~ ST.RBaT ZBPBTRRILLS. rL 338to Phone,.U-7.0-00.0 ......13-7.0-00... . ~ <2 DATa UCW:tVlm, ~/;L -{)~ PLUS 1lBVID r.. . PHONB CONTACT '7~a-~ r. 0" ~\0-!l\td/} SUBDIVISION -5 \ \L.Y'( m~ S" JOB SITH ADDRBSS LBGAL DBSCRIPTIONi LOT(S) PARCBL ID # NORK PROPSBD: -R!"NBW CONSTRUCTION BLOCK (OBTAIN FROM PROPBRTY TAX NOTICB) o SIGN o ADDITIO~ o MOVR OALTBRATION o DRMOLISH o RBPAIR o INSTALL PROPOSHD USH:J8f8GL FAMiLY DWBLLING OCOMMBRCIAL OMULTI - FAMILY 0# OF UNITS o SWIMMING_ PboL o MOBILH HOMIlI o OTHBR o INDUSTRIAL , O.RBSTAURANT &: HBALTH DBPARTMBNT APPROVAL .I).BCRIPTION Or lIOn ~~ ~~r:e. fJ~ BUILOIIIG BI..lr;x.~~ BOUARB POOTM. RBSIDBNTIAL: COMMBRCIAL I . -!\TTACH (2) PLOT PLANS &: (J) .SETS OF BUILDING PLANs &: (1) SBT RNBRGY FORMS. AttAcH (3) BBT. or BOIIDI"" PLAHB . (11 BBT IlNlIRQy FoIlMB. / PROPBRTY BDR1IBY IIB\IUIRBO PoR ALL IIIIlI I:!ONBTR~'a,;t Ul~~,/Jt,;~~ l'DKI'l'S RBOUIIIS'l'1Q> ..-M7. .~::! . . · \s \ mD VALDATION or TOTAL CONBTRUCTIOIl YO' HRIGHT r.;rBUILDI"G E;Y'BLBCTRICAL O/PLUMBING Kt'MBCHANICAL AMP SBRVICB 0" FLORIDA POUR o W.R.B.c. $ - VALUATION OF MBCHANCIAL INSTALLATION o GAS o ROOF;lNG . 0 SPHCIALTY. . 0 OTHHR TYPB OF CONSTRUCTION, tJ. BLQCfC FINISHBD FLQOR BLBVATIONs o FRAMB o STBHL o OTHBR IS PROJBCT IN FLOOD ZONE ARBAO YBS 0 NO BUILDa. BI_TURB ct/Jn6 I.-{;h.~/lt'tk. CO~PANY---:l:b're QQ=ry' r STATB CHRT.OR RImIST 11 CITY PROCBSSING # BLBeraICIAH . . BIOIIAIDRR q!;/nIfJ u/-~ lit ~...........................................*.........*........... PLUllBB. BI_IDRD d~JJ . ( ; '-rem l1.€. . I ........*....~.........A...*..*....*..*.......*~.r.........~.~.~ IIBCIlAJfl:CAL. .. . COMPANY ~ W Ju.-C ~ . { ~ j . STATB CHRT OR MGIST. # SIcmATURII (~) ~~ ~~ C~TY PROCBSSING # ...................*..........*..._.*..........*........................ OT..... . lI~tJ~ Au.,. CoMrANYRc-X: ~ I~ . - _ STATB COT OR RBGIST # ~Jt..~" Jl.It-/ .I<mA~ __ ..- ." CITY PROCBS.SING . /<f~ -_.~;~:................ *............................. *... ........... * *. *........ ............................................*...........*............*. COMPANY' '\-hYf ClDre V STATB CBRT'OR RBGIST # CITY PROC~SSI~G # COMPANY . \-\orrr . ex 0 Yf V STATE CBRT OR,RBGIST # CITYPROGJllSSl:~G #. .: A. NOTIC~ OF DEED RESTRICTIONS The und'erslgned understands t~at this peu:mU: may be tlUbject :to "deed. restriotions;' which may be more restriotive than City' ~egulat:ions. The umlersigned assumes respoli.ibili~y for compliance with any applicable deed rustr:ic1::i':lus. B. UNLICENSED CONTRACTORS AND CONTRACTOR IDl:SiE'ONSIBIIJI'IrIES If the owner has hired a contractor OJ~ contlca"Jt:ors to undertake work., they lIlay b~ required to be licensed in accordance with stat:e l;lnd local regulations. If the contractor is not licensed as required by J,aw, both the owner and contrllot:or may be cited for a mt-dellleanor violation under state law. If the owner; or intended oontractor are uncertain as to what licensing requirements may apply for the intended work,. they are advised to contact the City of Zephyr-,ill. Building Depart~ent, 81:1-788-6611.. Furthermore,. if the owner has hired a contralctor or: contractors, he is edvilled to have the contractor(s) sign portions of the "Contractor BectionsN of this applioation for which they will be responsible. If you, as the owner signs as the contr~ctor, you are indioating that you, rather than the contraotor, are responsible for the work. If the contractor wishes you to sign a. contractor that may be an indication that he is not properly lioensed and i. not entitled to peDM1tting priyileges in the City of Zephyrhill.. C. TRAH~PORTATION IMPACT FBES AND UTILITY CONNBCTION FBES D. CONBTRUCTUION LIEN LNf (CHAPTER 713, FLORIDA STATUTE", ASAMBHDBD) . I certify that I, the applicant, have been p,rovided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guiden prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "ownerh, I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "ownern prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application 1s accurate and that all work will be ~one in compliance with allap.plioable laws regUlating construction, zoning, and land development. Application is hereby made to obtain a pe~t to do work and installation as indicated. I certity that no work or installation has oommenoed prior to issUanoe of a permit and that all work will be perfocmed to meet standards of all laws regUlating construction, City codes, zO~in~ regulations, a~d land development regulations in the jurisdiotion. I also certify that I understand that the regulations of other gover~ental agencies may apply to the intended work, and that it is my re!lPons.1bility 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. . *B.outhwest Florida Water Management Distriot'-Wells, Cyp~ess Bayheadll, Wetland Areas, Altering Watercourses *Army Corps of mngineers-Seawalls, Docks, Navigable Waterways *Department of Health , Rehabilitative Services, EnVironmental Health Unik~Wells! Wastewater Treatment, Septic Tanks *u. S. Environmental Protection Agency-AIIbe.tc>s abatement I also certify that, if till material is to be used in Flood lone ~AN or "A,etc.N, it is understood that a drainage plan addressing a "compensating volumeN will be submitted which is prepared by a professional engineer registered in the State of Florida prior to petmit issuance. A permit issued shall be construed to be a license to proceed with' the work .nd 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, o~ violation. of any code. Bvery.peDmit issued ahall become invalid tinless the work authorized by 8uch pe~t is commenc~d within six months of issuance, or if' work authorized by thepermlt is SUspended or abandoned for a period of six months after the time the Work Is commenced. One 90 day extension of time may be allowed for the per~t with fee oharge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspeqtion must be logged during each six month period, or the project will be considered abandoned. \ . WARNING TO OWNER: YOUR lrAIWRE TO RE~ORD A NOTICE OF COMMBNc"'NT HAY RESULT IN YOUR PAYING TWICE FOR IMI?ROVllM&HTS TO YOUR PROPBRTY. IF YOU INTIlND TO OBTAIN FINANCING, CONSULT W'1TH YOUR LBNDIlR OR AN ATTORNEY BErol\& RBCORDING YOUR NOTICE OJ!' COMMIlNCI!IMBNT. JOBS UNDER $2,500 IN VALUE DO HOT NI!:E~ TO RICORD AND POST A "NOTICE OF COMMBHCEMBHTN'. LV"U~I~~NB OF PERMIT AF.FlDAVIT r,l~ . rY'l/);q/J CI ~ ~~7Ct7 . "'''''MIII'''-! '7"""BR OR ""~ CL. STATE 01' F~ORlPA~ COUNTY OF I ~"'2!J(J The foregoing ins~nt was acknowledged B.:fOr~ath:\.s~pay.o~~~ ' ~ by . ~~ ~~~~Ltl__ _ 6: ( me of person acknolfledged) '0 who i. personally known to me,.~ . . G (P.30-5'~lri:,&-'7"I-O ~o has produced H. JJJ(h/r/?5 J...IL.. (type of identification) .n~}~~w-~th. . Sign~t~~~'Pl.~Pf~~, taking ack~owledgement ~ '3JN\1llI'ISNI N1V~ os.. "!\l:~~~" ~ . -;. SIGNATURE I CONTRAcTOR STATE or FLORIDA COUNTY OF . The foxegoing instrqment Was actnowledged Before me this ~.y of , 19..:..:.... by (name of person acknOWledged) C1ho is personally known to me, or o who. has produce~ ,. ~ (type ~f',..J~ific.tion) and who OdJ.d. ~..:.Qi(.d nat~ake an oath ... Signature of person taking a~knowledgment Name ~_.olJ~~~l.i1lS1tll..t>>b ^!t* pUOfl9MS 9fQQOll Name typed, printed or stamped . ~ Rorida Power A Progress Energy Company May 9, 2002 Brian & Lynda Guerette 6208 Silver Oaks Dr. Zephyrhills, Florida 33541 SUBJECT: PROPOSED SPA/SWIMMING POOL CONSTRUCTION AT: LOT- SILVER OAKS SUBDIVISION 6208 SILVER OAKS DR. ZEPHYRHILLS, FLORIDA Thank you for notifying us of your proposed swimming pool construction at the above location. The pool proposed for construction at the above address does not conflict with any underground or overhead facilities of Florida Power, provided that the pool is installed in the location shown on the attached site plan provided to us by the pool contractor. Please call Sunshine State One Call of Florida (1-800-432-4770) a minimum of 48 hours before you dig. If you have any questions or require any additional information, please call our office at (813) 783-6944. Sincerely, FLORIDA POWER ~~J~ Stephen F. Bunner Service Coordinator Distribution Engineering SFB/mw 36453 Eiland Blvd Zephyrhills, FL 33541 ~ -c .::;<., "P "'1- _s;.. -----------.-.-..--.-----__. (.4'- / ~), .:.; it! __....-... ; ''''01 S ~-I"~--"-' ""/ E~ oCl" .... 1"\ S' - ,,':>'.(.1 i'li--____ t . ---f-....~..- - . A. l 3 .:J4 . ~ 1 " '-I ~ / '. s)";le.'. . "'-I. (/'" ) 0 _ , ..llO.OO,l.f ;7 """-J ,O';~_ l:lS'c..Jy"'':';'', ...' .~ /0",.." 4 " 'c. 4 Iot~" '-,vo Q:;.' t -..../ ... I Q; ~.c>...,_._ .. 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I HP ~.: . ----- I I" ! /~.. .../. '_ ""'. L.___,. I ! ...; S'.I '" i 'ot' I I '\""-'~."~:~ t.~ I ~ """" ~ "\1"" : \.. -'" l."" 6:. ~"'" ~ _:Jlo- i !, C" .,'; ......-e;..~. I \,". -# <'5> ,~_ 1-'" ...... IJ,.' ..~", ,... i/ , e~ \:' 'I' '-i 5 1.;;> ~ ~ tt I -rf~~~~-t?-'---T~~~J'" ""_ ....-..' ...-......".-, ~ ' ~ .........."',1 ..........,,/ C}.'"\. ,I -----11 25"' or:!:. . ,'....., ...J.1'----e. j,.____~__......... ,....~_,__.__ - ~'~} J~' 8/'1" ---,----- - -- ~-_ --I ---:;: (.,..)/ <-., -'5 44'58 5'5 tV 75 7J/p)' z .o~ .~. u~ (~ s .44.5-.:5" l!. S vW, 7.$. 74 /'M) S. >~... 30 0 ,.._ "',~,-" , ; , ~'/~M. ~\,+r~ z. .' <> ':It". ,I (/If. , ~.. , · 1'/7"'" , .,,\ " 5Je! II--=~~~~f_p~ r~,_~C;~~_ "- .. -0 . ( -- -~,.....- R. 0 l.v I - F'- fl) ''C, . .'t{f]' S'" (fI't. ') ~~ ... V\ \/\ \J\ .. \I '...- ......... -t.\.. \J\ \) C'> ~ t) co q, ...~ "<:-<0 " " '1'~' 11(.~, .0$' /(> ~.. ~ , ..~~, ...W~!~ ~I~t ~ t ,,"'''' 0""'. ~" -;t. y ,,Jo, .' "''' -r.. ~.:. " '., 0,.._.,..)1 .....~... ...~r" '. '. , ~\.' l\~ t, t:) ') \) """ () ~ ;, .0 ..,..~ -.)..;.0 , " , -.~ ~ \ .. ~, "'-'.;"~ ::;< } ;' c... J~. ...' r-- ~~ ptAi ...,. (}; ~) <:l. - , .,.. .. ... {if>" c:: ... '" ':' .... April 26 2002 L.tnda & Bnan Guerette. 6208 Silver Oaks Dr. Zephyrhllls Fl. 33541 '..:.[;l' r,,/'I' &.Mrs Guerette .r'~ i:_ ,)~:~:v'ed the S:\i\!t:!" <)aks i)(~~11gn f~t:"Vr(~\.'\i /\p:~)I!"~,::J~icr1 ;at(:(j /~prj~ ~?:; 2002 it~ ..\pr I 2::; 10:.? 'Ne have re\;18wed yCI'j!' ,:1 i'! ).)r!! addrt:O'1 rc , ,'..If ianal and also having d '':;'''','lrn:T:n9 p:::wJ installed /~,fte; careful '8VieVJ cd thE~ ::'tppkatlon the Deslc)n app'oved lhe applIcation '"it'?'vl, C:nrnrrllrtpe i'I:::I:'; rhe Design Revle'r'" C()r:~rnineeNI!I retain the G!'iq!!":!: :W~'il;~diICT anl~ l1:"8WH19s r,)[ it'S records if you have ;:;nv :'thel questions :eg;..fcj:ng in s (\"latter;;'.e,~!lS(:' 1E.'L~ free tc contact me at ,g', 3,/(32.'1383 /V8 appreC!3r.ey'oUl cooperat!(;n In ;,:;,)bn li!lI')Q ~ne apl.J <al::).' tc tne Des,q" .t;:Vlew Comrrmte~ T iVH~ ..,.'tm ,', .,.'1' / ;'/, Al" / I. ti;;.v..l.u. v/~/,:.t.:;';I'..,.. CharlIe MacKI1' Chalrrnan. Design Review (>.>'";y"ttet.~ CC/Des~gn Rev~ew Comrnittee J\pplll:akm 200)-GSi 1 Silver Oak;:; Board of Directors " ,(:~J!Ii/cI 4r -3 -0 ';:L'r-r7f . - '~ . 1~~(L'CY0~fJ>~ ' (p'lb.'5 S lL~hJ( C)l4ks. 7)/1. '.. ,.. \~tl4~ If\J b f6~ l: " . .. '0 . ,. C. JII!!!T JI!a2 ~ .. '''Ql~ 1 . . - C1IEI~ f7-~ . d' " . WlUM'lD s " .. -- - . !OD, .'\ 0""-' . ;J/,,' - . CJU Z5, - " . 2-<). (.)1... t. AJ/Ii t. N/vt t T1P"~" I\) ~'1 . I -tJ. /50,0(:') . . ~TI4L .. I \ Ci:) ~~. \ ~ct~ ~ ").... ~ -.<: c- L~f ~ 0;, ~ ~ \ )t-r )--a~ -- ...() ~ l~ ~ - ~ ,} r ~ 'Jf6 ~ ~ ~ ..., ~ ~ ,'f{ ~ q 26' Q-, ~t ~ YJ t 1-> ~ ~ '" uo t ~ ~ r.> ~ )'t.Y 1.%6 ~ 0-.. ~ \ ~', ~ " ~ "\ IE- pI ~ 1<' f1, JI' ~ ~-~ Cl\9\~ ~~ ~' ~~ ~ t~ )- ~ ~ l ~ ~ I ALUMINUM IMARK I ""-B ) (C) (N) (0) (P) (Q) (AU) (A V) (A 'J) (AX) (AY) (AZ> (AB) (AD (AD> (AD EXTRUSIONS 1. D. CHART I \.IT 1FT I AREA I \.I ALL i; I FLGE i; STRUCTURAL ITEMS DESCRIBED DESCRIPTION lx3 OPEN BACK 3)(2 PATIO BEAM 2)(9 5MB 2)(10 5MB 3)(2 POST BEAM 3)(3 SCALLOPED TUBE 3)(3-0.093 TUBE 3)(3-0.125 TUBE 4)(4-0.125 TUBE 4)(4-0.250 TUBE 6)(6-0.125 TUBE 0.276 0.384 0.681 0.518 0.542 0.681 0.680 0.799 0.786 1.008 1.092 1.342 1.515 2.147 2.317 3.504 0.800 0.596 1.2~6 1.691 2.279 4.41 3.46 0.230 0.320 0.579 0.441 0.461 0.579 0.578 0.679 0.668 0.857 0.952 1.141 1.288 l826 1.970 3.028 0.680 0.507 1.069 1.438 1.938 3.75 2.94 ANGLES DESCRIBED 2)(2)(.093 ANGLE 1)(lx.062 ANGLE 1)(2)(.062 ANGLE 1)(3)(.110 ANGLE 0,569 0.427 0.141 0.214 0.323 0.484 0.363 0.120 0.182 0.275 0.044 0.050 0.050 0.044 0.041 0.050 0.045 0.050 0.045 0.044 0.050 0.054 0.057 0.072 0.072 0,092 0.070 .044-.078 0.093 0.125 0.125 0.250 0.125 0.125 0.093 0.062 0.062 0.110 RECEIVING CHANNELS DESCRIBED 1.5)(3.125)(.062 1. 75)(3.23)(.110 2)(4.125)(,125 0.362 0.438 0.834 1.157 0.308 0.372 !I.710 0.984 0.062 0.062 0.110 0.125 SUPER GUTTERS DESCRIBED 1.270 1.358 2.342 1.080 1.155 2.012 0.070 0.075 0.100 0.044 0.050 0.050 0,044 0.041 0.050 0,045 0.050 0.045 0.135 0.135 0.135 0.135 0.224 0.224 0.389 0.070 .044-,078 0.093 0.125 0.125 0.250 0.125 0.125 0.093 0.062 0.062 0.110 0.062 0.062 0.110 0.125 0.070 0.075 0.100 NOTE. THESE EXTRUSIONS ARE AN "OVERVIEw" or ....HAT IS READILY AVAILABLE L DOES NOT HID CONSTITUTE A COMPLETE LISTING OF ....HAT IS AVAILABLE. 3871 TAMIAMI TRAIL. SUITE E PORT CHARlOTTE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 624-2362 ~ ALUMINUM STRUCTURES JlASTER PLAN EJW;DIEKRIII;, III:. @ COPYRIGHT AL KNGIND:RING. INC. 2002 AI. ENGINEERING, INe. FLORIDA UCENSE 17441 ALLOY 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6061-T6 6063-T6 II . . II II . . . . II II II -- II - 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T5 PAGE 36 OF 266 IBEAM TO BEAM CONNECTION DETAILS I SPACING BET"'EEN SCRE"'S SHALL NOT BE LESS THAN 3d. MINIMUM DISTANCE fROM SCRE'" TO EDGE Of MEMBER SHALL NOT BE LESS THAN D,S", GUSSET THICKNESS MUST BE GREATER OR EQUAL TO "'ALL THICKNESS OF BEAM. TOTAl.. , OF FASTENERs TO BEAM COMPlETE SIZE CONNECTION "a" D" 2x4 5MB 20 - lID SMS N/A N/A 2x6 5MB 20 - lID SMS NI A NI A 2x6 5MB 26 - IUD SMS NI A NI A 2x7 5MB 28 - liD SMS 2x8 5MB 36 - IUD SMS 2x'3 5MB 44 - liD SMS 2xl0 5MB 46 - liD SMS N/A N/A N/A N/A N/A N/A N/A N/A 22 SCE"'S PER SPLICE (44 TOTAL> DErAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMIlAR. TOTAl.. , OF DISTANCE FASTENER FASTENER DISTANCE FASTENERS TO BEAW COMPlETE FROM VERllCAI.. HORIZONTAl.. FROM SIZE CONNEC1l0N "a" D" SPUCE SPACING SPACING EDGE 2x4 PB 16 - lID SMS 8.75" 3" 1.5" 0,57" 2.28" 0.5" 2x4 SB 20 - IUD SMS 8.75" 3" 0.5' 0.57" 2.5' 0.5' 2x4 5MB 24 - IUD SMS 8.75' 3" 1.5' 0.57' 1.41" 0.5' 1.41' 0.5' 1.14" 0.5' 1.l4" 0.5' 2x8 12' 5.25' 1.5' 1.14' D,S' 2x'3 12' 5.25' 1,5' 1.14' 0.5' 2xl0 5MB 56 - IUD SHS 12' 6.25' 1.5' 1.14' 1.14' I" Q. I I I DErAIL SHOWN AS 2x9 5MB, OlliER BEAMS ARE SIMIlAR. B7'Bt I 3871 TAWIAMl TRAIl. SUITE E PORT CHARLOTTE. F\. 33&52 PHONE: (&41) 627-4901 FAX: (&41) 824-2382 ~ .H.UJlINUJI S7'RUCTUR8S JLJ.S7'ZR PUN ~ 00lfIR1Ki, II<<:. @ COPYRIGHT AI. EHGDfKERUfG. INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 11441 PAGE 45 OF 266 T" i ~"~ " .1 PURLIN/BEAM TO BEAM CONN. DETi\ILS I 1 1 2" x 2 1 8" x .062" RECEIVING CHANNEL W 4) - 110 St.lS INTO BEAt.I & (2) - 110 St.lS INTO 90lH SIDES OF 2 x 3 P.B. ~' 8" x .062 RECEIVING CHANNE T'(P. (SECONDARY) ~ 2 SMS INTO o SMS EACH SIDE RIt.lARY BE~M SE1ONOAR~/BEAM PURUNjaEAM (BOlH SIDES PURUN 2 x 4 5MB, SB OR PB 4 3 2 x 5 St.lB 4 3 2 x 6 St.lB 5 4 2 x 7 5MB 6 5 2 x 8 5MB 7 5 2 x 9 5MB 8 6 2 x 10 5MB 8 7 T'(P. St.lB OR SNAP BEAM DETAIL 0 UINIUUt.I ," CENTER- TO-CENTER SCREW SPACING UINIUUU 1/2" EDGE DISTANCE o (SECONDARY) PURUNjaEAU 0 TYP. SUB PURUN - ( SECONDARY) I W DETAIL @ SEE SCHEDULE FOR FASTENERS DETAIL @ T'(P. SUB NOTE: ILLUSTRATED AS 2x4 SUB SECONDARY PURUN / BEAU UINIUUU 1" CENTER- TO-CENTER SCREW SPACING UINIt.lUt.I 1/2" EDGE DISTANCE FOR #12 SUS & 1" EDGE DISTANCE FOR #10 SMS 2"x2"x.044" PB 2"x2"x.0<<" PB (1) - "0 SUS OR (2) - 16 SMS INTO EACH SIDE OF PURUN PBC TYP. SUB OR SNAP BEAU MINIM U 1" CENTER TO CENTER SCREW SPACING. UINIUUU 1/2" CENTER TO CENTER DISTANCE FROM SCREEN TO EDGE OF MEMBER. 3871 TAMIAMI TRAIl, SUITE E PORT CHARLOTTE. Fl 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ M.UJlINUJI STRUCTUR8S JaSTER PUN BtliINEBINi, INC. @ COPYRIGHT ~ ENGINEERING, INC. 2002 AL ENGINEERING, INC. flORIDA UCENSE f1441 PAGE 49 OF 266 ~f FOR ~ .~)~~',G T K /~ / 'If11C! ll~ >-1; ,... /, JHElGiT ~:t~l1!1!(: / (~ / V . I ROOf BEAM SPAN I GABLE DETAIL CD SIDE SCREEN WALL COLUMN WALL/SCREEN ROOF NON - LOAD BEARING WALLS NlE'" 45~ / ~ :zC> ::sZ f-1~ RIDGED BRAC.fc' U II) EXAW'LE ~ I (l'l'P ~ ~ I / J"" V j CQUIIN HEIGHT 1 '\1 \CAII.[ BRACNG EXAIIPLE ". EDGE BEAll (l'l'P) - R<XF BEAll SPAN MANSARD DETAIL @ · CABLE BRAaNG TO BE INSlAL.LEIl FOR EAOi g' (~ FRAClI~ lHEREOF) IF 'r{RlICAl WAll. HEIGHT ~ INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS. SCREEN ROOF WIND LOADS UP TO 130 MPH,EXPOSURE C DEFLECTION UBO SPAN<:12' DEFLECTION U1BO SPAN >12' ~IDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2><2x.044 PB PURLlN (D) (El F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2x2 PB 3x2 PB 3 PB 2x3SB 2><4 PB 2><4 SB 2x4 SMe 2x5 5MB 2x6 SMe 2><7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB 3'.0" 9.40 11.10 3.20 I 14.30 16.60 17.40 I 19.40 22.30 24.00 24.00 24.00 24.00 24.00 . 20.30 24.00 24.00 24.00 24.00 24.00 1900 2230 24.00 24.00 2400 24.00 11.30 15.60 17.90 21.10 23.80 24.00 2400 24.00 7'..0" 700 8.30 990 10.70 12.60 I 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00 I 8'..0" I 6.70 7.90 9.50 ',0.30 1200 I 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00 I 9'..0" I 6.40 760 9.10 9.90 11.50 I 12.10 13.60 1580 1860 2090 24.00 24.00 24.00 SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3xOSO PB PURLlN (D) (El (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2x2 PB 3x2 PB 2x3 PB 2x3 SB 2><4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 SMe 2x9 5MB 2xl0 5MB 3'-0" 9.40 11.10 13.20 14.30 16.60 1740 1940 2230 24.00 2400 24.00 2400 2400 4'-0" 8.SO 10.10 12.00 13.00 15.20 15.90 17.70 2030 24.00 24.00 2400 2400 24.00 5'-0" 7.90 9.30 11.10 12.00 1410 14.80 16 SO 1900 22.30 2400 2400 2400 24.00 6'-0" 7.40 8.80 10.50 11.30 13.20 13.90 1560 1790 21.10 2380 2400 2400 2400 7'..0" 7.00 8.30 990 10.70 1280 1320 1480 17.00 20.10 22.60 2400 2400 2400 8'-0" 8.70 7.90 9.50 10.30 12.00 12.60 1410 1630 1930 21.70 24.00 2400 24.00 9'-0" 6.40 7.60 910 990 1'.SO 12.10 13.60 1580 18.60 2090 2400 2400 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSleLE. VALUES IN DECIMAL FEET MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WINDS PEE OS WIND SPEED FACTOR .140 0.95 120 105 110 1.10 NOTE: COLUMN HEIGHT MAY NOT eE 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. SJI'CT3' 3871 TAWIAMI lRAlL. sum: E PORT CHARLOTTE. Fl 338152 PHONE: (941) 627-4901 FAX: (1141) '24-2312 ~ J.LUJlINUJI STRUCTUlUS JUST~R PLAN ENliINEBlIIi, IHC. @ COPYRIGHT .AI. ENGlNBEJUNG, INC. 2002 At EHGlNEERlNG, INC. flORIDA UCENSE 17441 PAGE 51 OF 266 2x PD. SNAP DR SMD COLUMN , I I I I CHAIR RAIL CONNECTIONS I 2x2x.062 RECEIVING CHANNEL 2x PB, SNAP DR 5MB COLUMN 2x PB. SNAP DR 5MB CHAIR RAIL EXTERIOR CHAIR RAIL CONNECTION DET AIL @) ;;i " i: I! 11,1 , !! ! 2x2x.062 RECEIVING CHANNEL i. .1 j I (4) III0x3/4'SMS EXTERIOR CHAIR RAIL CONNECTION DETAIL @ CRCD 3871 TAMIAMI TRAIL. SUITE: E PORT CHARlOTTE. FL 33952 PHONE, (941) 627-4901 FAX. (941) 624-2382 L 1.5'x2,125'X.062' INTERIOR 'u' RECEIVING CHANNEL ..../(4) InOx3/4' INTERIOR CHAIR RAIL CONNECTION DET AIL @ DBL 2')( 5MB 2x PB. SNAP DR 5MB CHAIR RAIL (4) III0)(3/4'SMS INTERIOR CHAIR RAIL CONNECTION DETAIL @ I I HIDDEN CHAIR RAIL CONNECTION I I DETAIL @ t 'I INTERIOR FASTENIN (4) III0x 1 1/2' SMS INTO SCRE....BOSSES EACH SIDE I DBL 2'x 5MB J 1 1.5'x2.125'X.062' INTERIOR 'u' RECEIVING CHANNEL ..../(4) III0x3/4' SMS HIDDEN CHAIR RAIL CONNECTION I DETAIL @ I I I ~ ALUIlINUIl STRUCTUUSJUST8R PLAN EMiIIIlIItG. 1M:. @ COPYRICHT AI. DCINDRINC, INC. 2002 AL ENGINEERING. INC. FLORIDA UCENSE 17441 I PAGE 52 OF 266 I 1 , I: 1\ I!' I' ,,I I; , I If I \ II l ~ I , , I I 12"x4" PB POST/COLUMN TO CONCRETE DETAILSI I DETAIL 0 I 'I 2')(4' PB COLUMN NOTCH COLUMN FOR BASE PLATE ANGLE EACH SIDE (2) 1I12 )(3/4' SMS EACH SIDE (SPACED I' D.C. MINIMUM) 3/8' PO'JERS 'JEDGE BOLT CONCRETE ANCHOR THRU ANGLE AND 1')(2' DB INTO CONCRETE EACH SIDE (MIN. 3.5' EMBEDMENT> (2) 112 )(3/4' SMS EACH SIDE (SPACED I' D.C. MINIMUM) DB BASE PLATE TYP. 2500 P.S.I. CONC. <I' SIDE VIEW <1 2')(4' PB COLUMN SMS EACH SIDE 2'x2'x.125' ANGLE (4) 110x1-1I2' SMS THRU BOTTOM PLATE INTO COLUMN SCRE'J BOSSES 1/4' x 2 1/2' CONCRETE ANCHOR 3/8' PO'JERS 'JEDGE BOLT r CONCRETE ANCHOR THRU ANGLE AND 1')(2' DB INTO CONCRETE EACH SIDE (MIN. 3.5' EMBEDMENT> l'x2' DB BASE PLATE <TYP.> 1-1/4' MIN. CONCRETE . ANCHOR EMBEDMENT L1 . L1~ 6'~MAX SPACING MAX. 24' OIC 2500 P .S.I. CONCRETE L1 . 'L1 ~ I;;l I NOTCH I MAX SPACING 6' .-----l C~~~N - 24' OIC AX. BASE ... FRONT VIEW NOTES. (1) ALL 114' CONCRETE ANCHORS TO BE PO'JERS PO'JER-BOL TS (OR EQUIVALENT) (2) CONNECTION IS GOOD FOR 3,450 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,450 POUNDS. (3) ClJNNECTION IS BASED ON J' MINIMUM EDGE DISTANcE AND 2' MINIMUM SPACING OF FASTENERS. PCCD24 3871 TAloIIAloII '!RAIL. SUITE E PORT CHARLOTTE. FL 33952 PHONE: (941) 827-4901 FAX: (941) 824-2:582 ~ ALUJlINUII STRUCTURES IlAST8R PLAN D:IIIDIIIC. DK:.. @ COPYRIGHT AL J:NGINURlNG, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE #7<<1 PAGE 56 OF 266 2')(2')(.044' SIDE'w'ALL PURLIN II - II II TOP RAIL/PURLIN/COLUMN CONNECTION SCREEN WALL/SCREEN ROOF 1')(2')(.044' (4) lIl0 SMS EA. SIDE llF PURLlN THRU 2-1/B')(2'x1/B' RECEIVING CHANNEL (lIl0 SMS TO BE SPACED l' Il.C. MIN.) I .062' REC. CHANNEL 'w'1 (4) lIl0 SMS INTO EDGE BEAM AND COLUMN (BOTH SIDES) I lII0)(1-1I2' SMS Ii! 24' D.C. AND 'w'lTHIN 6' EA. SIDE OF COLUMN I 2')(3')(.050' PB COLUMN llR 2')(3')(.045' SB COLUMN I DET AIL @ I 1')(2')(.044' lllB 'w'1 2 IHO )(3/4' SMS I 2')(2')(.044' PB SIDE'w'ALL PURLIN 1\ !' iJ' ~ ., fl I (2) - !tl0 SMS EA. SIDE OF PURLlN THRU 1 1/2')(2 I/B')(l/B' RECEIVING CHANNEL I NllTCH COLUMN Tll FIT PURLlN ANGLE !t10 )( 1 1/2' SMS Ii! 24' AND 'w'lTHIN 6' EA. SIDE !t12 SMS THRU CHANNEL INTO 2')(2' 2')(3' SB COLUMN DET AIL @ CPCO 1 I i L J871 TAMIAMl TRAIL. SUITE E PORT CHARLOTTE. FL 3.3952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ ALUMINUII STRUCTURES JlASTER PLAN ENliINE8IItG, INC. @ COPYRIGHT AI. DGINKERING, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 11441 PAGE 72 OF 266 I I BEAM TO COLUMN CONNECTIONS I I FASTENERS SHALL BE PLACED A MINIMUM OF 1/2' FROM EDGE OF BEAM AND A MINIMUM SPACING AS PER THE CONNECTIONS BELDV FASTENERS SHALL NOT BE PLACED LESS THAN 3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE INSTALLED DR AL ENGINEERING. INC. MUST REV lEV AND PROVIDE APPROVAL. 2x2 INTERNALLY FASTENED TO BEAM VI (2) IIl0x1 1/2' SMS 1110 SMS @ 24' D.C. I t 1 1 f (8) IIl0x3/4' EACH SIDE 2'x3' PB DETAIL ([) ALUMINUM END CAP <OPTIONAL> IHOxl 1/2' SMS 6' EACH SIDE OF POST AND I!! 24' D.C. MAX. 2x2 INTERNALLY FASTENED Tll BEAM V I (2) IHOxl 1/2' SMS 1110 SMS Ii! 24' D.C. I; l ~\ ~; ,,' i I I I I ! DETAIL @ ALUMINUM END CAP (OPTIONAL> IIl0xl 1/2' SMS 6' EACH SIDE OF POST AND I!! 24' D.C. MAX. (2) 1I1Dxl' SMS INTO SCREV BOSSES OF lx2 DB (13) IIl0x3/4' SMS EACH SIDE 2x2 INTERNALLY FASTENED Tll BEAM V I (2) 11lDxl 1/2' SMS 1110 SMS I!! 24' D.C. J r 19 19 19 2 X 7 5MB BTCCt DETAIL CD ALUMINUM END CAP <OPTIONAL> tHOxl 1/2' SMS 6' EACH SIDE OF POST AND I!! 24' D.C. MAX. (2) 1I1Dx1' SMS INTO SCREV BOSSES OF lx2 DB (15) 1I10x3/4' SMS EACH SIDE I 2x2 INTERNALLY rASTENED TO BEAM V I (2) 12' SMS I SMS @ 24' D.C. (9) 1I10x3/4' SIDE VI GUSS (MIN. THICKNES Tll DR GREATER POST THICKNESS) 1I10x1 112' SMS 6' EACH SIDE Dr POST AND I!! 24' D.C. MAX. (2) 1I1Dxl' SMS INTO SCREV BOSSES Dr 11(2 DB 2'x4' PB. SB DR 5MB DET AIL 2x2 INTERNALLY FASTENED Tll BEAM V I (2) 1I1Dx1 1/2' SMS 1110 SMS I!! 24' D.C. ALUMINUM END CAP <OPTIONAL> 1110xl 1/2' SMS 6' EACH SIDE OF POST AND Ii! 24' D.C. MAX. (2) IHDxl' SMS INTO SCREV BOSSES OF 1x2 DB (14) IHDx3/4' SMS EACH SIDE DETAIL @ 2x2 INTERNALLY FASTENED Tll BEAM V I (2) ltlDx1 1/2' SMS lt1D SMS I!! 24' D.C. ALUMINUM END CAP <OPTIONAL> ltl0xl 1/2' SMS 6' EACH SIDE OF POST AND Ii! 24' D.C. MAX. 19 19 19 19 19 19 (2) ltl0xl' SMS INTO SCREV BOSSES OF 1x2 DB (17) lt10x3/4' SMS 2 X 8 EACH SIDE 5MB DETAIL CD 3871 TAMIAMI TRAIL. sun!;; E PORT CHARLOTTE. FL 33952 PHONE: (941) 827-4901 FAX: (941) 824-2382 ~ ALUJlINUII STRUCTURES IlASTER PLAN EHGINE8lItG, INC. @ COPYRIGHT AL ENGINEERING, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 17441 PAGE 78 OF 266 l GUTTER SCREEN - FASCIA DETAILS SCREEN ROOF TO WALL (4) 1114)(3' LAG SCRE'JS 'JI 3/4' STAINLESS 5 STEEL 'JASHERS Ii! EACH CLIP , ALUM ANGLE CLIP I! EA. BEAM 4 IU4 SMS DETAIL 0 2 CDNTINUDUS ANGLE 1')(2' DB DR 'JDDD TD PLUMB GUTTER 'JHEN REQUIRED SUPERGUTTER 3/8')(8' LAG THRU SPACER FERRULE I! EACH BEAM (FERRULE SHALL BE RIGID ALUMINUM DR PVC PIPE> 4 / /"" /"" I (REF. BEAM TO GUTTER DETAILS) DETAIL @ 2 CONTINUOUS AN LE 1')(2' DB DR 'JDOD TD PLUMB GUTTER 'JHEN REQUIRED 4'. 5' OR 7" SUPER GUTTER NOTE' 1.) AL ENGINEERING. INC. DOES NOT 'JARRANTEE 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' MAXIMUM OVERHANG 'JITH 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 INST AllA nON PROCEDURES. S(;I 3871 TAMIAMI lRAlL. SUllE E PORT CHARlOTlE, FL 33952 PHONE: (941) 627-4901 FAX: (841) 824-2382 ~ .ilUJlINUII STRUCTURES JUST.8R PUN ENliIC~ If<<:. @ COPYRIGHT .lL ENGINKERING, INC. 2002 Al OlGlNEERlNG, INC. FLORIDA UCENSE 114-41 PAGE 85 or 266 ~1< BEAM TO GUTTER SCREEN WALL/SCREEN DETAILS ROOF ONLY DETAIL CD S - EE GUT-';-R -_ 0;;.. TO - DETAIlS FASCIi;'f (4) IH4x3' LAG SCRE'WS 'WI 3/4'_ STAINLESS STEEL 'WASHER l! EACH CLIP (4) 1I14x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) I I --- -I - - ----c.. 2' 5MB (SEE Roor BEAM SPAN CHARTS) (4) 1I12x3/4' SMS EACH SIDE ~ (3) lie SMS THRU CHANNEL INTO BEAM. MAX. 45' 2 1I0'xl 1I2'x.062' REC. CHANNEL OPTIONAL BEAM CUT 3.5'x.100' ALUMINUM ANGLE CLIP m l! EACH BEAM LOCATION (4) 1114 SMS 2' 5MB (SEE ROOF BEAM SPAN CHARTS) 1'x2' DB @ 2'x2'x,093' ANGLE DETAIL B (2) 1I12xl 112' SMS INTO OIB AND GUTTER (4) Itl0x3/4' SMS INTO BEAM (EACH SIDE> (2) 1t12x3/4' SMS EACH SIDE ~ (3) Ite SMS THRU CHANNEL INTO BEAM MAX. 45' 2 1I0'xl 1I2'x.062' REC. CHANNEL OPTIONAL BEAM CUT STRUCTURAL GUTTER SEE-~ GUTTER r - _ DET AIl~ F ASCIi;'f (4) 1t14x3' LAG SCRE'WS 'WI 3/4'. STAINLESS STEEL 'WASHER Ii! EACH CLIP I I --- -I ----~ STRUCTURAL GUTTER (2) 1t14x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) DETAIL @ 2' 5MB (SEE Roor BEAM SPAN CHART2;-) 2'x2' INTERNALLY FASTENED TO MAX. 45' BEAM 'WITH (2) 1I10xl 1/2' SMS (4) 1I12x3/4' SMS EACH SIDE (4) 1t14x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) 2 1/8'xl 1I2'x.062' REC. CHANNEL 3.5'x,100' ALUMINUM AN m Ii! EACH BEAM LOCATIO STRUCTURAL GUTTER 3.5'x.100' ALUMINUM ANGLE CLIP m l! EACH BEAM LOCATION (4) 1114 SMS DETAIL @ 2' 5MB (SEE ROOF BEAM SPAN CHARTS) NOTE. SEE ~T~- TER TO-- DETAIlS FASCIAj (4) 1I14x3' LAG SCRE'WS 'WI 3/4'_ I STAINLESS STEEL I 'WASHER Ii! EACH CLI~_____j STRUCTURAL GUTTER DOOR JAMB INTERNALLY FASTENED TO BEAM 'WITH (2) 1I10xl 112' SMS 4 (4) #12x3/4' SMS EACH SIDE (4) #14x3/4' SMS INTO GUTTER MAX. 45' (1' MINIMUM SEPARATION) 2 lIe' 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 'WITH A MINIMUM or 2x4 TRUSSES SPACED 24' O.C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. BTG 3871 TAMIAMI mAIL. sum: E PORT a-IARLOTlE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ ALUllINUll STRUCTURES llASTllR PLAN ENEiI&JlItG, INC. @ COPYRIGHT AL EMCINUR1NC. INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE #7441 PAGE B6 OF 266 . . II II , - , , I I , '"" I I CAGE BRACING DETAILS CONT'D (4) 110x 1-1/2' SMS THRU ANGLE INTI] POST tmU! CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY ~ALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TI] ~INDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TI] PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB ~ITH THREE 114' FASTENING OR T~O 5/16' FASTENING ~ITH A 118' STRAP. ~ALL BRACING AND Tl]P STRAPS SHALL BE REQUIRED. t , f. I.' i ~ (4) #10 1-1/2' SMS INTO SCRE~ BOSSES TYPICAL W'ALL L ROOF BRACING DETAIL SIDE VIEW' - OPTION #3 5 3/4' x l' x 1/8 GALV. STRAP PLATE 5/16' ANCHOR BOLT (EXPANSION BOLT> EXIST. 3 1/2' CONC 3/32'~ S/S CABLE 1110 - 6'x6' ~ELDED ~IRE MESH ... .. ... .~ ... . ... . LOOPED CABLE 3/8'x2-3/4' CONC. EXP. BOLT OR 1/2'x2-3/4' RA~L SPIKE EMBEDDED INTO CONCRETE CONCRETE/ STRAP DETAIL SIDE VIEW' - OPTION #1 CONCRETE/ LOOPED CABLE DETAIL SIDE VIEW' - OPTION #2 CBDCON'T :san TAIolIAlolI TRAIL, SUITE E PORT CHARLOTTE. FL J311S2 PHONE: (1141) 827-4801 FAX: (1141) 824-2382 ~ .tLUJlINUJI S1'RUCTURlS JUSTZR PLAN 9IiINEEJH, INC. @ COPYRIGHT AI. ENGJ:NKI:RIHG, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 11441 PAGE 93 OF 266 W 0:: ::> f/J o oJ .. U Wz c[w ~oJ ~~ u W 0:: f/J::> f/J ::l~ ~ <a. a. 3:~ f/JtuZ -g ;;wttllTI:::J llIu..o::wz cooJua.o u..<f/Jf/Ji= o ~ ' 0 u ouu..OZw O::~o~ii ~zO::J:~ ~-ifi~ ~ Wo ~ 5~ f/Jo I- a. ::> I l t t ~ oJ ~ I-co ~o N X X X X X X X X X X X X X X X X X >< >< x x >< x x >< >< x >< >< >< x x x x x x ~ oJ <Xl f/JCO x ~O N X X X X X X X X X X X >< X X X X X X X >< X X X >< X X >< X X X X X X X X X ~ oJ .... 0:: CO ~ ~O x x >< x x x x x x >< x x x >< x >< x >< x >< x x x x x >< >< x >< >< >< x x x >< )( 0 8 0 0 ~ 0 8 fl: l5 12 0 ~ ~ ~ l'il 0 ~ 0 8 l'il i: fi! 12 12 ~ ~ 12 ~ ~ ~ ~ ~ ~ ~ ~ 0 N ~ ~ II) ~ N ., ~ ~o co ~ .0 <i M N ~ oj r--: cD .0 .0 <i N ci oj cD r--: cD cD <i N ~ ~ oj oj r--: .0 <i M ~ .0 ~ ... ~ cD ~ a.~ ~ ... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~ ~ ~ ~ N N N N ~ N N N N N .., .., N ~~ f/J 0 8 0 0 0 0 g 0 0 0 8 0 0 0 8 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 g 0 0 0 0 0 ~ ~ N ., .... 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N <0 <0 .... 0> N .., \0 ~ 0 ~ .., ., .., .... .., .., .., ~ .., co <i M N N ~ ~ cD .0 <i M M N oj r--: cD .0 .0 <i N cD r--: r--: .0 M N N ci oj g cD cD .0 <i M Q.~ f/J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~ ~ ~ N N N N ~ N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ., .., \0 co .., co <0 ., \0 .... ~ <0 0 <0 <0 .... 0 ., ., co .... 0 N ., 0 0> 0 N .., N \0 N ~ N ~ .., co oJ Z U b b b b b b b b b b b b b 9 b 9 b 9 9 b 9 9 9 9 9 9 9 9 9 9 9 9 9 9 oJ , , , , , , , , , , . , . , , , , < < ~ in (0 f..- 10 en ~ in (0 f..- 10 en ~ in (0 f..- 10 en ~ in 10 en ~ in (0 f..- 10 en ~ in (0 f..- 10 en 3: a. - f/J co u.. ::E 0 co co co ~....co 0 Iii w ~ ., co ~ ., ~ II) ~ <0 ~<Xl co ~ f/J ~~ a. -, x ::E ::.:: x ::E :::!.~ ::E ::Ex::E ~~ ::E ~N rJ) ~N rJ) f/J ~Nf/J f/J II) ::l I I I ~ ALUIIINUII STRUCTUlUS IIASTER PLAN KllCIIDRIIIG, DR:. @ COPYRIGHT AL ENGINEERING, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE f?441 3871 TAM1AMI TRAIL. SUllE E PORT Cl-fARLOTlE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 PAGE 98 OF 266 FOR FOOTER SCREEN EROSION ENCLOSURES DETAIL ADDRESSING WALL SCREEN ROOF i. !I i Il'i J q (I '.1 I I <2) 115 IRON ROD <CONTINUOUS) SEE POST/COLUMN TO CONCRETE DETAILS 6lC6/1I10xll0 "ELDED "IRE MESH (TYP.) MODERATE SLOPE FOOTING Ii Ii I, ii Iii j" t!IJIE! 1) HOME O"NER MUST BE MADE A"ARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE TO FORESTALL FAILURE. 2) THIS SITUATION CAN NCT BE USED BEYOND THE COASTAL CONSTRUCTION CONTROL LINE. SITE SPECIFIC ENGINEERING IS REQUIRED SEA"ARD OF THE COASTAL CONSTRUCTION CONTROL LINE. ;;/ I .t .1 ., I I " ,i Ii I I I OL 3871 TAMIAMl 'TRAIl, SUITE E PORT CHARLOTlE. F1. 33952 PHONE: (941) 827-4901 fAX: (941) 824-2382 ~ ALUMINUM STRUC'lTJRKS JlASTER PLAN KJR:1DIIIIIlC, III:. @ COPYRICHT AI. DCnm:RlNC. INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE #7441 PAGE 250 OF 266 I I I I I I , I , I I , ) r\) () o r ......... V'- --0 V- d L....~ -i c:. 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