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HomeMy WebLinkAbout103 La Costa CtPermit # : CklG Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Flood Zone: (FEMA form required for other than X) � O — �F —' 0:3� Parcel #: ✓d (� (Attach Proof of Ownership &Legal Description) Owners Name Address: / /& � V � (/7 l ��� f , I l ?7,1—, n ^Q '0— Phone: ^COontragjor6Nam` `iV i![�J \N„ e Phone & Fax: h Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address Contact Person: State License Number: Phone: Fax: xCo =da7�� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable lanws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies fica i n that [will notify the owner of the property of the requirements of Florida Lie Law, FS 713. Acceptance p rmit is �Vr' 6. 7'vs / Signature of Owner/Agent Date Signatur f Contracto /Age Date uagex -lid 1P� � D Print ner/Agent's Nam Print tractor/Agent's Na Sign ure of Nota9tate F1 d Date Signature of Nota Vtate to it Date Owner/Agent is Personally Known to Me or Produced APPLICATION APPROVED BY: Bldg: i V W Zoning: (Initial & Date) 4ecial Conditions: Contractor/Agent is _pally Known to Me of Produced ID (Initial & Date) Becky Rogers ��Qi +� MY Commission DD180133 Liar M1/ Expires February 14, 2007 Utilities: FD: (Initial & Date) (Initial & Date) F,Y Becky Rogers My Commission DDI 80133 cora Expires February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page l of I http://www.scpafl.org/pls/web/re_web.seminole_County_title?PARCEL=1120305FU000017... 1/22/05 DAvio Jatmsow, CrA, ASA PROPERTY APPRAISER SGMINOLS COUNTY FL. 1101R. FIMT ST tIAHF0 IL -7771.1488 7 - 407 • 601- 71304 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 11-20-30-5FU-0000-1730 Tax District: S1-SANFORD Depreciated Bldg Value: $94,736 Owner: HILL-LAFLER JANE Exemptions: Depreciated EXFT Value: $11,500 Address: 103 LA COSTA CT Land Value (Market): $17,800 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 103 LA COSTA CT SANFORD 32773 Just/Market Value: $124,036 Subdivision Name: HIDDEN LAKE PH 2 UNIT 5 Assessed Value (SOH): $124,036 Dor: 01 -SINGLE FAMILY Exempt Value: $0 Taxable Value: $124,036 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 07/2004 05401 1881 $159,000 Improved 2004 Tax Bill Amount: 1,679 WARRANTY DEED 04/2001 04049 1220 $112,000 Improved 2004 Taxable Value: $81,908 WARRANTY DEED 09/1997 03300 0093 $87,000 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 02/1985 01618 1200 $59,000 Improved ASSESSMENTS WARRANTY DEED 07/1982 01400 1726 $42,900 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 173 HIDDEN LAKE PH 2 UNIT 5 PB 25 LOT 0 0 1.000 17,800.00 $17,800 PGS 68 & 69 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1982 6 1,066 2,082 1,066 CONC BLOCK $94,736 $104,105 Appendage / Sgft OPEN PORCH FINISHED / 68 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 84 Appendage / Sgft ENCLOSED PORCH FINISHED / 312 Appendage / Sgft ENCLOSED PORCH FINISHED / 552 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1987 450 $4,950 $9,000 COOL DECK PATIO 1987 666 $1,282 $2,331 SCREEN ENCLOSURE 1992 1,796 $2,037 $3,592 ALUM SCREEN PORCH W/CONC FL 1992 336 $1,620 $2,856 ALUM CARPORT W/SLAB 1992 264 $973 $1,716 FIREPLACE 1982 1 $638 $1,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_County_title?PARCEL=1120305FU000017... 1/22/05 POWER OF ATTORNEY DATE: I hereby name and appoint '.� oto' Affordable Screen & Patio Inc. to be my lawful Attomey-In- ct to act for me `and apply to thel wilding Department for a !1 permit for work to be performed at a location described as: Parcel ID # ����J��'� 'i��"G� _____�� Block Subdivision: la f U'UX-e/k C..' kA C - 32-n,3 • d�ress of J C (0�vner of Property Address) and to sign my name and do all things necessary to this appointment Type and print name of Ceititied o tractor Signature of C rtified Contractor r �zoin�� instrument was ackno� edged before me this Th fo ea %V ersonally kn vn to me: %vho produced A) )4 - as identitica.tion and Nvho dig{ not take an oath. State of Florida County of;Or, L ,,Notary 5ignatur Date: Becky Rogers My Commission DDI 80133 ,:dF Expires February 14, 2007 f iaat 101129 am se ®R W au Eggs . am M,W W'RQ maim-Im'F'®el' MARYW MORW, CLERK OF CIRCUIT MMT Permit Number SEMINOLE allM Farcei Identification Number /i /�t X159: I�el F,o CLERKI S # 2i1t051t=9119 Prepared. by Pm n P n- - RECORDED 10/03/2-M 69i 11 i,a* AN WCORDIN6 FEES 10. -i"re� (, Rf MWD BY L McKinley Retum to: A��o`c�cI e e e Cl.►p �� �� a �1fARYANIVF' MORSE CLERK OF ,IRCUIT COURT iSEMINOL UNTY. FLORIDA NOTICE OF COMMENCEMENT RY EP T RK State of R ori 8 County of T 3 205 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3. Description of property (legal description of th property, and street address if available) 3�.1-(2,e1S7;1- 0-1". X27—)•3 /7-X13 i���,�e ,�� �cl�I�f s A/3 e G Id i i enera escr pt on of i rovement(s) Owner information Name /d Ill' � Telephone Number B Address `U �j ��S74 Fax Number SO2 7— F, `7 �3 Interest in Property: 4. Fee Simplei e Hol ee (if other than owner shown above) Name (q_ Telephone Number Address C"Xn Fax Number 5. Contractorn �o '1 ame 7p, j�p� 5 C)-75' Telephone Number -1�7` 3a' 1Oce Address 1, On LOO od i a'7 a Fax Number 1-4 p -7 - 33a - o aO q 6. Surety (if any) Name. Address 7. Lender (if any) Telephone Number Fax Number Amount of bond $ Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): a Date Signed Signature of Owner [Note: per § 3.13(1)(g), "owner A0 Sworn to and subscribed before me this day of who is personally known to me OR as identification. ,Wry 'Becky Rogers ?4. Commission DD1Sol 33 4, or r��g Expires February 14, 2007 Form Revised, 12100 for 19 to 20—_ must sign ...and no one else may be permitted to sign in his or her stead." 0j— gnature of Npf4y (no6ria,4eal to appear below) THIS 13`4' "NL? Rj-A UIRN TO: Barbara ;f. tilenhe Lwt v Oflice of Hfirr v 6. Reid, 10 1 try(! ed. Y'iist Stmet, Si11t:: U Sarlbrd, Flaridu 3:1771 I ii41111tPEi11��it11�1�41 ski MM W3RSF, CLERK Or CIRCUIT .IRT WHIMILE 1O1A1Ttit Ela. 054QI I PS I aOl CL. 1:lard* S 0 2004 t 1964 4 PMADED W iM20t ksfltV 011 MD WC TAX 1®113.N BMDIN9 FEES 14.04 RE'COMM 6Y L k#.1vilev Propert,,.Appratsers Parcel ldentifzcatioti (Le[io) R`ittn •c*,;: 13-20-30- [i-OUi tl-f73i1 SpucAbuvc '1'hi> Linz For 1teconliag Data TIUS WAIU1A:N'TY D F ), rnmtc lha t- cicty ofJ►ih, 3003 by MILENE ,'!'f. JOIINSO: 'R and RON ALIT K. J01INSON, hey- httx bnrid. lipreiii called tate grantors, to JANF. YST1C,i,.I AL II.F:lt., 3 singic. woomn, whose post office address is 103 LA COSTA CT., SANFOKID, F1' 32773, hereinafter called the Oranlxe: (Wherever used here-iu tlLe terns " grantor"-atid "grantee" in...tudc- all the Martie+:, lo, lhil, in u mnent andthe l.'eirs, legit representative, uld si_.sigr:s cf individuais, and the successors and assigns of -corporations) W 1. T N is S S E 11-1; !'hat the genitors, for wind in consideration at the sutra of TEN ,; NU Cil1,'l00'S (110.(11)} Dollars and ;ctlt . valueh'e considerations, receipt whereof i; ht ehy stgknuty rdgcd, leer try giants, bargains, sells, a:fien5, rernitses, release=, convec•c and Con;irms mic ihcgt-antcv all that certain laid situate in ` cminoie C.;ounty, State of Hf,v fa, via.: Lor 173, of l-iTi7D1"NT TAKE PHASIC. 11, UNIT V, ae ordinT; to the Pte thereof, as r' -corded in Plat 13or.k 2j, at P, gAts till at;d 69, of the; Public Eccolds of Seminole Cuouiy, Fluric#a 5u;,j, ; . to ease>ment aid res,Lrictiun al record, •it)daF, Ai R, .rilh all !It,, tenements, !.witeditaments atld appl0enances thereta tx;J0rl�1,inh OT In e:ny v.ir:e d appertaining. TO 11AVE AND TO BOLD, the samer ir, t ---e simple forltvrr. AND, 1k: tran(or>, h+.Tcby (-1vcnd tl wide st,ic! 7-tt,Rlee tlutt the gra;iters are lat•.•fully seized of said land in Pe simple;, that lh,- g1,20sioi, have good right and LtwfLl authority to sell and convey said land, and hereby warrantthe title tci raid land and tVi11 docend lite same at uinsl the lrwwful claims a)Pail persons whomsoever; and that said land i±. irL! of all ercunibraacaS, except taxes accruing subsequent to Decetnbcr 3I, 2003. M WI.TNI_SS WHEREOF, the said p-wntcm hat r. signed and sealed those present~ lhc, diry ;:nd j' tr first ttbnv : written, S)gm :J, sca.lc 6 and dulivcrcti in (lie MTt:s.ncc of i tar 91 S, na, AM t A°u U t � � _ .T �, F M. JOHNSON tr1 Print%ai{ PY ll ls:S af�r'.rint�ll T*c ctlllC -�---- �- STAT 'F, OF FLONiD A COUNTY OF S£i11'NOLE Jl'I l ROf! 11 D K.. JOHNSON by l.tictt 41. T„hnson his a[turn aye f ct Adt resp The ftlregoiag in.,trunteat lues ack.nm;:ledged before rue this -Isy of July, 2004 by ARi1sN2: M. ,1L11 VN*S,0N and .vrlene. M. 1c•hnsen as attorliey in fa: t for 20NALD K. JOPNSON who arc ;,cru,T,al(y known to the or hark nroducc °° ;1� t _ G i r c.:+t1H AvA ntifivsdiun SFALr Printed Notary Name /.• "Ay f'onttnissiczn Expires: t rd,! M): 04-175 FLILI E INC. A civil engineering firm 1025 South Semoran Boulevard Suite 1093 Winter Park FL 32702 14071618-7500 Fax [4071670-0188 A1umrnum .Engineer h Index .Sheet This in lex sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and Detail sheets and tables indicated are suggested for the type of structure, but do not need to apply in total. The appropriate typical and detail sheets and tables shall be marked as they apply. The listed pages are the only pages that need to be attached per type of structure. Index sheets should be attached with our engineering pages for issuance of a permit. Any signs of alteration shall void this index sheet. Unauthorized typical and detail sheets or Man to Dies cannot be used 111 conlunctlon with our engineering designs. Dome Screen enclosure Mansard Screen enclosure Splice gable &'" No splice gable;: Screen enclosure rlat Screen., enclosure `: Composite roofw+fl Scree.n.enclosure Pan foot with Screen enclosure 1.1.1 1.1.2 1.1.3 1.1.4 �.2.] 3.2.] 1.2.1 1.2.1 1.2.1 1.2.1 2.2.2 3.2.2 1.2.2 1.2.2 L-9.2 1.2.2 .2.3 3.2.3 1.2.3 1.2.3 1.2.3 1.2.3 .2.10 1.2.10 1.2.4 1.2.4 1.2.4 1.2.4 1.2.11 1.2.11 1.2.5 1.2.5 1.2.5 1.2.5 1.2.6 1.2.6 1.2.6 1.2.6 1.2.7 1.2.7 1 1.2.7 1.2.7 1.2.10 1.2.9 1.2.8 1.2.10 1.2.11 1.2.10 1.2.10 1 1.2.11 1.2.11 1.2.11 EX re B.tables . E. osure B tables :; E gsure B tables E osure B tables ..... x os..pre B tables .: ) osue B tables;... 100m h/1.3.2.100B 100m h/1.3.2.100B 100m h/1.3.2.100B ]OOm h/1.3.2.100B 2.3.1 3.3.1 11Om l-I1.3.2.11OB 1lOm h/1.3.2.110B 110m h/1.3.2.110B 110m h/1.3.2.110B 120m I./l.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.120B 130m t./1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 140m 1 /1.3.2.140B 140m h/1.3.2.140B 140m h/1.3.2.140B 140m h/1.3.2.140B 1502t/1.3.2.150B 150m h/1.3.2.150B 150m h/1.3.2.150B 150m h/1.3.2.150B E. x osu-c C tables Ex :osm C tables .: $x osute C tables ,: Ex osure c tables Ex _osure C tables Ea osure C tables..... 100m h/1.3.2.100C 100m h/1.3.2.1(X)C 100m h/1.3.2.100C 100m h/1.3.2.100C 2.3.1 3.3.1 110m I /1.3.2.110C 110m h/1.3.2.110C 116m h/1.3.2.110C 110m h/1.3.2.110C 120m h/1.3.2.120C 120m h/1.3.2.120C 120m h/1.3.2.120C Mrn h/1.3.2.120C 130m h/1.3.2.130C 130m h/1.3.2.130C 130m h/1.3.2.130C 130m h/1.3.2.130C 140m h/1.3.2.140C 150m h/1 3.? 150C 140m h/1.3.2.140C 150m h/13.2.150C 140m h/1.3.2.140C 150m h/1.3.2.150C 140m h/1.3.2.140C 150m h/1.3.2.150C '-• a 'i Dater' 1 5 1009 _ L,r 7 Gordon ' ' e a dl's n .;P .-19333 C7,; " V.- I I I M "' �' - A civil engineering firm 1025 South Semoran Boulevard Suite 1003 Winter Park Fl 32792 [4071679-7500 Fax [4071679-9198 Authorization Letter to use Aluminum Design Manual Master-fzle Authorization for. 4fforda6le Screen cs (Patio, Inc. 766 Big Tree Drive Longwood, AFL 32750 Building Official, (Due to our manual revisions that wiffnot 6e completed 6y ,dune 1, 200.5, we are e, erwi authorization to the above referencedcontractor to continue using the current manuafthru September 30, 2005. If this authorization is to be revokedprior to the ending date indicatedwe wiCCnot� you in writing via madorfacsimile. Any indication of the alteration of this document will void the authorization. Gordon -7f: Shepardson's, the engineer of record, signature and raised seaCis required on this fetter to validate the authorization. Thankyou for your cooperation. Signed ®1 , (bate: --- --- — Gordon O. Shepavdson; T.E. 19333 FAX NO. :4073334700 May. 29 2004 02:17PM P2 PLAT . Of SURVEY for ARLENE M. JOHNSON Legal Description LOT 173, HIDDEN LAKE PHASE II, UNIT V, according to the Plat thereof as recorded in Plat Book 25, Pages 68 and 64, -of the Public Records of Seminole County, 0 _... D=75-04'06,:... � R =50.00' -� (L =65.51' r op9 W Ih �l OFFICE 0< 172 d o 0 cov. 173 0 U � U O N _ v1'a Y D U O4 r O J U� '1n r 75' oRMV. k UT/L ESAIT ro o -6'b Otft FENCEd o 127.19' 174 S 82.40.00" E SCALE. 1"==30' .A w L) cn y SURVEY NOTES: 1) The street address of the above described property is 1Q3 LA COSTA COURT. 2) The above described property lies in a Flood Zone X per FIRM SURVEYOR'S CERTIFICATE is to certify that I have made a Survey of the above described property and that the plat hereon delineated I accurate representation of the same. I further certify that this Survey meets the Ptiniwm Technical ards set forth by the Florida Board of Land_Surveyors pursuant to SeCtion 427.027 of the Florida Statutes. CERTIFIED cfflwCT YO; REVISIONS: ARLENE m. JOHNSON 7CER; ING. INC-.-- wELLS FARGQ HOME MWTGAGE R. wk t -, .� TIER P . L . S NO. 3382 AyOMAN ploNELR TITLE INsMANCE CO Post Office.8'y`�;Bl ;^Mord, f1. 3ZM-0823 REALTY TITLE, INC. ( A07} 322- -T Ntl• N - I i Q R1 IRVFY nATF - `Tic,--`-'A:A A 1% '2f" CY '71 x 11V Aj o" 41 2- k� 41 j4 07 -A I-cj -5L 41 j4 07 SECTION 1.1.1 DOME SCREEN ENCLOSURES iTC • It a r . (STANDARDS) RISER WAIL WHERE / L REQUIRED NS (TTP.) � IUPR1U�HT 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING � F1E64T � H ll' OR :3REATER THAN 40'-O' PROJECTION FROM THE HOST STRUCTURE (RFt7lARDLESS OF DIRECTION OF BEAM SPAN) OR VM A BEAM SPAN SIDE ELEVATION K- E F ACING (DPT",IAL} ROOF WINO BRACING SE.' -ED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT SEE SECTION 122 SEE SECTION 1.2.3. PURLINS 3) STIi UCTURAL DETAIL DRAWING SHALL. RELATE TO 6063-T6, 6061-T5, K BRACING, OR `.-061-T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL SCREEN SCREEN __.. UPR tiPRiGHT HEIGHT CriaR Rat PER TABLE Zw. FOR CABLE CONNECTION 1" x 2" BASE PUA 4)ALI.IAINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE PLAC04ENT do NUMBER OR :)THER MASONRY MATERIALS, SHALL BE PROTECTED WITH H SEE SECTION 1 2.1 TO ANY AI-UMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL ISOMETRIC . OF THE ENGINEER- 1" x 2- BASE PLATE RADE --- K --B"NG. ( OPTIONAL ) SEE SECTION 1.2.2 FRONT ELEVATION PICAL DOME ROOF CI sc� �PPLIES (STANDARDS) 1) `:•ICP CviNFvRMS TO THE FLORIDA BUALDING CODE 2061 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 SF. ASAMENDED AND ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TAI:; FS. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE LOCATED INTO ANY SCREEN 2) ALI. SCREEN ENCLOSURES GREATER THAN 2a-0- MAX. HEIGHT PANEL OPENING. OR :3REATER THAN 40'-O' PROJECTION FROM THE HOST STRUCTURE (RFt7lARDLESS OF DIRECTION OF BEAM SPAN) OR VM A BEAM SPAN 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES , GREATER THAN 40'-T, WILL REQUIRE SITE SPECIFIC SIGNED AND CENTER TO CENTER. SE.' -ED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT DR '; MNGS.10) ALL PURUNS AND CHAIR RAILS WILL BE ATTACHED WITHMIN- 3) STIi UCTURAL DETAIL DRAWING SHALL. RELATE TO 6063-T6, 6061-T5, OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 123 I FOR PURUN AND CHAIR RAIL SCHEDULE. OR `.-061-T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL THI(:iWESS OF NOT LESS THAN 0.040. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 4)ALI.IAINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE OR :)THER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED AL}:/U-RESISTANT COATINGS SUCH AS HEAVY -BODIED BITUMINOUS TO ANY AI-UMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL PAl'1T OR WATER - WHITE METHACRYLATE LACQUER. . OF THE ENGINEER- ALU?AINUM IN CON -PACT WITH WOOD OR OTHER AssoRB4NG MATERIALS 13) WHEN 6061-T5 OR 6061-T6 ALUMINUM ALLOY IS USED INA MH16H MAY BECOME REPEATEDLY WET SHALL BE PAINTED VM TWO STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WINO BRACES, C0.'; IS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY -BODIED AND K -BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR BfP.NiINOUS PAINT, OR THE WOOD OR ABSORBING MATERIALsHALL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE FAINTED WITH TWO COATS OF ALUMINUM HOUSE PONT AND THE JOPITS SEALED WITH HIGH OUALTTY CAUUQNG COMPOUND. 14)THIS IS AN OPEN ALUMINUM FRAMED STRUX;TURE WITH SCREEN (MAX. MESH OF 20)20) ROOF AND WALLS. IT HAS AN IMPORTANCE 5) ALL FASTENERS WILL BE 24'C- C MAX. UNLESS OTHERWISE NOTED. FACTOR Qw) OF 0.77. DESIGN LOADS ARE BASED ON TA13LE 2002.4 SCI FWS SHALL BE COATED WEATHER SEALED, OF 2001 FLORIDA BUILDING CODE FOR A MFAIME7GF(T UP TO 30 FT. �'`�� p •'f,,`5 ,,�� ,.. THIS PAGE CAN ONLY BE FLILINE INC.. USED 1025 S. SE MORAN OLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 ' ),CASTER FILE MANUAL OR IF TEL. (407) 679-7527 THE PAGE IIAS AN ORIGINAL FAX (407) 679-9188 GOA ySMEP G RE' SIGNATURE AND SEAL E-MAIL FLO P.E-_ , � ECTION 1.2.1 1 DETAILS REVREVISIONS SCREEN ENCLOSURES 02/15/05 CABLE BRACING CAN BE USED FRONT WALL --1/8" STAINLESS 9EEl CABG IN PLACE OF K—BRACING 2 CABLE FOR EVERY 200 SQ. FT. CABLE CORNER PLATE 1' ALUM. TENSIO NOTE Y ALL WNJ S OVER 15" HIGH MUST HAVE 1/2 OR W/ B 1/10 TES EYEBOLT MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHAIR RAIL. MIN 2 DRIVE PINS OR 2 - 11/4" x 1/4' TAPCON TOP FASTENER 1 1/2' BELOW SIDE WALL --1/8" STAINLESS STEEL CABL <CONC. DEC NO FASTENING TO PAVERS TOP OF CONCRETE, NO UP 70 200 SQ. FT. OF WALL: NO CABLE NEEDED OVER 200 SO. FT.: 1 CABLE PER EVERY 200 SQ, FT. NOTE: ALL WALLS OVER 15" HIGH MUST HAVE 1/2 OR -2ND CABLE SET MORE OF THE CABLES AT THE TOP OF THE WAIL 1ST CABLE SET ABOVE THE TOP CHAIR RAIL. TOP CHAIR RAIL WHEN 3RD CABLE SET PANEL EXCEED 56 S.F 4s Z�!' HOMEOWNER }MAINTENANCE RESPONSIBILITY: CABLE MUST REMAIN TIGHT AT ALL TIMES. CABLE SHOOLO SCREEN CABLE BRACING DIAGRAM BE TIC4MED PERIODICALLY TO REMOVE SLACK. TO AVOID DAMAGE CONTACT A QUALIFIED SERVICE COMA,_ CABLE SCHEDULE FOR SCREEN ENCLOSURE C N' TY iljBUD NQ s1� 4" NOMINAL 2,500 -' PS CONCRETE CABLE ATTACHED TO 2"X2`X1/8' ANGLE ,Z_,2 WITH CABLE THIMBLE -2 NICO PRES SLEEVES ANGLE APPLIES 1--,2500=NCRETE _ 3/4"X1/4" TAPCON TAPCON TO INSTALL A{INIMVM OF 1 1/2 - FROM DECK EDGE CABLE BRACE MOUNTED ON TOP OF CONCRETE D,EC"-lE � \ . 1, ' `APKIES THIS PACE CAN ONLY BE USED FL.ILINE INC. 1025 S. SEMORAN BLVD_ IF THE CONTRACTOR IS AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 TEL (407) 679-7500 s► '; rl.C; `` = THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. FAX (407) 679-9188 Gor sf+4it• P.E' \ _ E—MAIL FLO P. , I .�, ;;�;'. \' .•' SI.=CTION 1.2.2 REVt530NS 02/15/05 DEt-AILS SCREEN ENCLOSURES 3-x4_x0.050" PLATE W/6 TOTAL. 114 TEKS ON EXTERIOR BRACING CAN BE USED IN PLACE OF CABLE BRACING ROOF PURUN WALL UPRIGHT I\t MM 1"x3'xO.125"x3" W. K—BRACING CAN BE USED ANGLE W/3 114 TEKS IN PLACE OF CABLE BRACING ON INTERIOR -- — COLUMN / 2"x2` K -BRACE LW/5�TTOTAL 114ATEKS PLAN VIEW 31/2" x r x 0.050 PLATE W/ 9 TOTAL f14 TEKS 1 ~x2"xO.125"x7" LG. COLUMN / POST ANGLE W/ A TOTAL X14 TEKS INTO BRACE do POST Ll "x2" BASE PLATE 3"x4"xO.050" PLATE 3# 1/2'x7"x0.050" PLATE W/6 TOTAL 114 TEKS W/9 TOTAL. #14 TEKS ON EXTERIOR 3 1/2"x7"x0.050`'PLATE © PLAN VIEW O R ELEVATION W/9 TOTAL 114 TEKS B ��T�> ORANGF COUNTY V—BRACING DETAIL plill Mmr rNmilcink, APPLIES . . ., . %,* c... % N i.J1V.A4 q TOP FOOT OF 2 -X2 -x 1/8 ANGLE c o 1"Y-2" CHANNEL NOTE: 1 "x2` CHANNEL o FRONT Ni FOOT NOT USED WITH All. REQR. FOR 2 x3" SCREEN TYPES UPRIGHT UPRIGHT NOTE: 'TOTE: PLAN VIEW 2x2 ANGLE ONLY ON ` X 2" X 1/8- ANGLE IS ONLY LOAD BEARING WALL i:1=0UIRED ON LOM BEARING WALLS FRONT FOOT TABLE UPRIGHT r x4 x5 x6 x7 x8 x9 c1 s1zEs 1/4' TAPCON 1 2 2 3 3 4 4 EACH SIDE 110 TEx SCREWS 2 4 4 6 6 8 8 EACH SIDE HIGHUGH T ONE SELECT LOA DBEARING UPRIGHT SIZES 2'x UPRIGHT NOTE: --'-,/-2'x 1;Y'CON MUST GO INTO CONC. C}wR CHAIR RAIL CHAIR RAIL 43" WX. 1, MINIMUM OF 1-1/4', IF USE PL `-' - FROM DECK PAVERS ON DECK. FASTENER TOP FOOT OF VaLL EXTEND INTO DECK 1-1/4'. 2'x2` x 1/8" ANGLE MIN. 3-2" SMS FOR FASTENING AT FRONT FOOT OF W/ 2-/10 TEK SCREWS 48` MAX. CHAIR RAIL, TO UPRIGHT SCREW BOSS INTO UPRIGHT 2"x2" x 1/8" ANGLEFROG FOOT OF 2" x 2" x1/8" ANGLE W/2 10 SEE ABOVE TABLE 1/4" TAPCON TEK SCREWS INTO WALL . FOR FASTENERS 2"x2"xt/8"ANGLE INTO DECK Oe TAPCON OR THUNDERBOLT 1-1/4" INTO CONC. DECK CONCRETE DECK CONCRETE DECK 1"x2" SCREEN CHANNEL . _ ATION SIDE ELEVAIs IEPA�� CAL DECK PLATE 8c POST CONS fo LIES GE CAN ONLY OE USED FLIUNE INC. IF THE CONTRACIOR ISSUITE 1093 ✓��� AUTHORIZED TO USE THE WINTER PARK FL. 32792 MASTER FILE MANUAL OR IF TEL. (407) 679-7500 ` c� �,� •' THE PAGE IVES AN ORIGINAL FAX (407) 679-9188 N•I+SIIE 0 P,G.' SIGNATURE AND SEAL. E—}MIL FL tI(?AP:E''13 SECTION 1.2.3 DETAILS SCREEN ENCLOSURES 02/15/05 WALL UPRIGHT CHAIR RAIL 2x7 on LESS 2x2 2x2 4' MAX. 2x2 BEAM OVERLAP OR GUSSET PLATE 2x3 2" CHANNEL 2x8 FOR CONNECTOR _ W/ g 10 TEKS 2x9 SCHEDULE SEE SECTION 1.2.4 I 2x4 2x4 ROOF BEAM 2x4 5,6,7,8,9 10. 2x4 • •I 1' -2"x .440" STRAP AT EACH �. • �� . m UPRIGHT do MIDWAY BETWEEN act HOLLOW . 3-110 K UPRIGHTS, W/i d 10 TEK V V� h AT EACH END 2x KNE I RACE • 2' — H CHANNEL • I W/ 6 10 TEKS • . 4' MAX. . 4' • HOST I WALL STRUCTURE UPRIGHT 2" sMs 0 2'— - 0.c_ 2~x2" ANGLE KNEE BRACE. DETAIL W/6 110 TEKS EACH SIDE. 5" OR 7' SUPER �•,�•--'--""•--------GUTTER .._...._."_""---�-._ RUCTU RA �ERE BRACE DETAIL �. _APPLIES KAN t 1� ^r-�, r V HOUSE BUILDING DIVISIO ROOF WIND BRACE, PURUN & CHAIR RAIL SIZING ROOF BEAM PURUN WIND BRACE WALL UPRIGHT CHAIR RAIL 2x7 on LESS 2x2 2x2 2x7 OR LESS 2x2 2x8 2x3 2x3 2x8 2x3 2x9 2x3 2x3 2x9 2x3 2x10 2x4 2x4 2x10 2x4 NOTE; WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE. NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE. H CHANNEL OR RECEIVING CHANNEL NO TOE NAILING IS ALLOWED (n.TS.) OOF WIND BRACING PURLIN & CHAIR RAIL DETAIL'�P. APPLIES FLILINE INC. }}, THIS PAGE CAN ONLY BE USED \ bk] O, . 1025 S. SEMORAN ©LVD. ti . TFIC CONTRACTOR IS RUTH SUITE 1093 O MASTER FILE MMUAL OR IF TEL (407) 679-7500 _ y - THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. FAX (407) 679-9188. NAHE AR P.d j E—MAIL f1 I;I P.E. i SI-CTION 1.2.4 I DETAILS 02/15/05 SCREEN ENCLOSURES 6 J NOTE: BEAMS SCREW PATTERN -1 "}K _ CLEARANCE ON ALL 4 SIDES 2x48 1 1 X X X OF THE GUSSET PLATE OR BEAM OVERLAP. 2x5. 1C 10 14 1616 X X SCREWS ARE TO BE EQUALLY 24 1C'14 16 16 18 18 X SPACED FROM TOP TO BOTTOM AND SIDE-TO—SIDE. SCREWS i i 2x7 14 16 16 18 18 20 X MUST BE WEATHER SEALED. i? f!- 2x8 16 16 18 18 20 22 22 2x9 16 1.Rm NOTE: 2x10 18 9GUSSET PLATE THICKNESS WILL BE EQUAL TO OR LARGER THAN 10 # TEIC SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED. #4 TEK SCREWS EACH SIDE OF BEAM X— NO CONNEC710N ALLOWED X— NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION 2x4 4 4 6 8 X X X PHYSICAL PROPERTIES 2x5 4 4 8 8 10 "X X SECTION MODULO 2x6 6 8 8 10 12 12 X 0.935 2x7 8 8 10 12 12 14 X o- 2x8 8 10 12 12 14 14 14 1.920 2x9 10 12 12 14 14 16 16 2.375 2x10 10 12 14 14 14 16 18 # TEIC SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED. #4 TEK SCREWS EACH SIDE OF BEAM X— NO CONNEC710N ALLOWED X— NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION BALING DIVISION 2.00" —TWALL H I TtiVEF3 TWEE TWALL I APPLIES zxlo 0.092 o.3s9 a_531 SNAP EXTRUSION SELF MATING HOLLOW BEAM TABLE BEAM ALUMINUM PHYSICAL PROPERTIES \�-, SHED .,APPLIES FLILJNE INC. THIS PAGE CAN ONLY BE .USED OQ.• IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. O SUITE 1093 AUTHORIZED TO USE THE - � r: = MASTER FILE MANUAL OR IF WINTER PARK FL.. 32792 THE PAGE HAS AN ORIGINAL TEL. (407) 679-7500 y . SIGNATURE AND SEAL. FAX (407) 679-9188 8 El E—MAIL FAQ P.E. lsz3 1 ALUMINUM PHYSICAL PROPERTIES 2xH TWALL TWEE SECTION MODULO 2x4 0.046 0.100 0.935 2x5 0.050 0.116 1.380 2x6 0.050 0.120 1.920 2x7 0.055 0.220 2.375 0.072 0.224 4.080 2x 9 0.082 0.306 5.910 BALING DIVISION 2.00" —TWALL H I TtiVEF3 TWEE TWALL I APPLIES zxlo 0.092 o.3s9 a_531 SNAP EXTRUSION SELF MATING HOLLOW BEAM TABLE BEAM ALUMINUM PHYSICAL PROPERTIES \�-, SHED .,APPLIES FLILJNE INC. THIS PAGE CAN ONLY BE .USED OQ.• IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. O SUITE 1093 AUTHORIZED TO USE THE - � r: = MASTER FILE MANUAL OR IF WINTER PARK FL.. 32792 THE PAGE HAS AN ORIGINAL TEL. (407) 679-7500 y . SIGNATURE AND SEAL. FAX (407) 679-9188 8 El E—MAIL FAQ P.E. lsz3 1 SECTION 1.2.5 DETAILS SCREEN ENCLOSURES 02/ 1,t4"x2" LAG SCREWS 1/4'x2' LAG SCREWS 3 4"x3 4' 3/4"x3/4" 0 24` O.C. MAX. ALUMINUM FERRULE �� 4ANaGLE ' ALUMINUM FERRULE 3/8"x8' LAG SCREW,TYP. 3/8"x8" LAG SCREW.TYP. 1 EACH SIDE OF BEAM 1 EACH SIDE OF BEAM REEK ROOF SCREEN ROOF BEAM BEAM 2"x2"x0.125" ANGLE W/ 2"x2"x0.125' ANGLE W/ 4110 4110 TEKS. EACH SIDE TEKS. EACH SIDE OF BEAM ANGLE OF BEAM SPACER SHIM OPTIONAL 1'x2' FOPTK)NAL 1 "x2" FOR GUTTER WITH FOR GUTTER WITH SPLINE GROOVE SPLINE GROOVE. 1/4"x2' LAG SCREWS 0 24" O.C. MAX. _ 3/4"x3/4" ALUMINUM FERRULE 3/8"x8" LAG SCREW,TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAIA 2"x2"x0.125" ANGLE W/ 4#10 TEKS. EACH SIDE OF BEAM OPTIONAL 1 "x2" FOR GUTTER WITH ANGLE SPLINE GROOVE SHIM BOX BEAM . PURLIN WITH TAPCON OR 1 10- 3" SCREW (FLAT OR ANGLED) 24' O.C. WITH 1 TAPCON OR 110- 3' SCREW THRU 2"x 2" ANGLE INTO WALL ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO WALL WfTH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN, SECTION 1.2.6 2`X2"x0.125" ANGLE 0 EACH � SIDE OF BEAM W/ 2-2"x 1 /4" THRU- BOLTS . .BOX BEAM (FLAT OR ANGLED) EXISTING ANGLED OR. PLUMB 1x OR 2x FASCIA--\ 1-1/4"x2" LAG. EACH SIDE OF B2X2"x0.125" ® EACF BEAM 24" O.C. ALONG 1"x2" . 2-2"x1/4" THRU-BOLTS.'' SCREEN CHANNEL SIDE OF BEAM W/ BEAM TO STRUCTURAL GUTTER DETAILS & TO FASCIA WALL APPLIES >' �SHEP t THIS PAGE CAN ONLY BE USED FLJLINE INC. 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS ,.. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 THE PACE HAS ANORIGINAL TEL. (407) 679-7500 SIGNATURE AND SEAL. FAX (407) 679-9188 G HSHEP �lSE E-MAIL -FLo P.E'i WASIONS SECTION 1.2.6 DETAILS SCREEN ENCLOSURES 02/15/05 PURUN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER CONNECTION OF PURUN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURLIN ANGLE TO BEAM CONNECTION AND TO HOST TO BEAM STRUCTURE 2X4 3 2 2X5 3 3 2X6 3 4 2X7 3 5 2X8 3 6 2X9 q 7 2X10 4 g SEE PURUN SCHEDULE - SECTION 1.2.3 BEAM TO PURUN USE 2"-#10 SMS INTO WOODFRAME (SEE TABLE) STRUCTURE USE BEAM SIZE VARIES 'p t 4" �aN 4"-#10 SMS (SEE BEAM TABLES) O I scRE>~ RA COUNTY O vERT1CAL INCL► INTO CONCRETE {SEE TABLE :q yy lY- 1 1 STRUCTURE, USE t 2' uw '" 3 1/2" TAPCON PURLIN CONNECTIONS j USE 2" X 2" X 0.125" SUPPORT ANGLE (EACH SIDE) BEAM TO PURUN USE 2"-#10 SMS INTO WOODFRAME. (SEE TABLE) STRUCTURE USE BEAM CONNECTION O 2"-#10 SMS INTO CONCRETE STRUCTURE USE 1 1/2A TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTIJR,,,,, 'SHEPi ' PLIES THIS PAGE CAN ONLY BE USED FLILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 ',TASTER FILE MANUAL OR IF WINTER PARK FL 32792 = THE PAGE HAS . AN ORIGINAL TEL. (407) 679-7500 - SIGNATURE AND SEAL. FAX (407) 679-9188 NNsri E—MAIL Ft i aP.i P.E, SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05 SPLICE PLATE SHALL BE MIN. 24 INCHES LONG. 1 INCH LESS HEIGHT THAN THE BEAM THE SAME MINIMUM 12-1 10 TEK SCREWS ON EACH SIDE OF THICKNESS AS THE SPLICE BEAM. AND LOCATED NO THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE GREATER THAN 1/3 THE BEAM LENGTH FROM THE END AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM PLATE. TYP I 24" MIN. T • —' J-1 2" ('-Typ TYP�TYP TYP 12" MIN. 12" MIN. SPUCE FOR BEAM SHALL BE ON ORM q OPPOSITE ENDS OF THE MATED BEAM. WI T 1 1"'I DIVISION VIIO BEAM SPLICE APPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 .040" STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS, W/1 1 10 TEK AT EACH END KNEE BRACE KNEE BRACE SEE KNEE BRACE DETAILS SECTION 1.2.3 HOST SPANZ STRUCTURE < a. SPAN DETAIL - OME FLAT OR NO SPLICE G E sII�� ���F i�� �AP�LrEs THIS PAC FLILINE INC. IF THE CONTRACTOR IS SEMORAN BLVD. AUTHORIZED TO USETHE SUITE 1093 - MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 THE PACE HAS AN ORIGINAL TEL. (407) 679-7500 ` ^-- SIGNATURE AND SEAL. FAX (407) 679-9188 Goya- Hsher P.E.,, E-MAIL Fto ,io '.P.E c? . BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION 1.3.2.120 B SPAN TABLES SCREEN ENCLOSURES 6063-T6 ALLOY 6061-25 ALLOY 6061-T6 ALLOY 120MPH EXPOSURE B ALUMINUM ALLOY: 6063 -T6,6061 -T5, & 6061-T6 WIND ZONE: 120MPH EXPOSURE B ALL ROOF STYLES 14AX. SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES lIP TO 150 MPH WIND LOAD QL WIND SPEEDS PRESSURE 10 PSF ROOF BEAM SPANS MAX SPANS FOR W L f tlt}+ ENCLOSURES j\,� WALL. UPRIGHT HEIGHTS R R JM I Aerpotation between spans Is permitted. ROOF SPACING (number of feet) 4' 5' 6" ' ' T 8' 9' Interpolation between spans Is permitted UPRIGHT SPACING (number of feet) 4' 5' 6' T 8' 9' SPANS HEIGHTS ;X4-0 KNEES 16'0 1410 14'0 13'3 12'9 12'3 2 X 14'4 13'4 12'6 1 10'10 10'2 2 X 4 - 1 KNEE 2010 18'10 1810 17'3 16'9 16' Y !X 4 =1 KNEE 18'4 17.4 14'10 10'2 i X 4 - 2 KNEES 24'0 2210 22'0 2113 20'9 20 2 X5-0 KNEES - 19'6 187 1 16'3 157 15'0 2 X 5 - 0 KNEES 178 16'4 L.15 14'0 1 13'4 127 i X 5 -1 KNEE 23'6 22'2 21'2 20'3 19'7 19'0 2X5-1 KNEE 211 20'4 19'5 18'0 . 167 2 X 5 - 2 KNEES 27.6 26'2 25'2 24'3 237 23'0 _i74 :55 6 - 0 KNEES 23'2 21'6 20'4 19'4 '187 17'0 2.X 6 - 0 KNEES 20'11 19'5 1T6 16'6 15'5 14'6 i X 6 -1 KNEE 272 25'6 24'4 23'4 22'2 21'0 2 X 6 - 1 KNEE ' 24'11 23'5 21'6 20'6 19'5 18'6 2 X 6 -2 KNEES 31'2 29'6 28'4 27'4 26'2 •25'0 1 X7 -0 KNEES 26'2 24'4 22'9 21'9 20'0 19'1 2X7-0 KNEES 237 21'6 20'0 18'5 17'5 167 ? X 7 -1 KNEE_30'2 28'4 26'9 24'0 23'1 2 X 7 -1 KNEE 277 25'6 24'0 22'5 21'5 207 7 - 2 KNEES 34'2 32'4 30' 29'9 ` 28'0 27'1 i - KNEES 32'6 30'4 287 27'2 2510 24'3 2 X 8- 0 KNEES 297 27'6 - 25'4 2310 22'4 21'3 36'6, 34'4 327 31'2 29'10 2gKKNEES 28'3 2X8-1 KNEE 337 31'6 29'4 27'10 26'4 25'3 2S 40'6 38'4 367 35'2 33'10 32'3 2S 35'9 33'4 31'5 29'11 28'1 26'6 2 X 9 - 0 KNEES 31'0 30'2 29'7 25'8 24'0 22'10 i 39'9 324 35'5 33'11 32'1 30'6 2 X 9 - 1 KNEE 35'0 34'2 537 29'8 28'0 26'10 IS 43'9 41'4 39'5 37'11 36'1 34'6 -O I X 10 - KNEES 44'4 41'4 391 37'3 35'8 34'4 2 X 10 - 0 KNEES 37'5 36'1 34'0 32'3 30'8 297 ? X 10 - 1 KNEE 48'4 45'4 43'1 41'3 39'8 38'4 2 X 10 -1 KNEE 41'5 401 38'0 36'3 34'8 337 ? X 10 - 2 KNEES 52'4 49'4 47'1 45'3 43'8 42'4 Interpolation between seam is permitted. IrIterpMation between spans is permitted. :OTE 1: Root spans using knee braces are figured for knee braces :f Oft on the horizontal. The difference In the knee brace length of oss than or greater than 4ft on the horizontal will be deducted from ;r added to the the s an. OTE 2: Wall spans using knee braces are figured for knee braces if Oft on the vertical. The difference in the knee brace length of i!ss than or greater than 411 on the vertical will be deducted from )r added to the span. 1 -HIS PAGE CAN ONLY BE USED BY A "ONTRACTOR THAT IS APPROVED TO USE THE 'AASTERFILE MANUAL OR THE PAGE HAS AN DRIGINAL SIGNATURE AND SEAL. .. NOTE 3: Spans and heights using knee braces are used only for dome, flat, and nos lice gable roof styles. NOTE 4: When using spans or heights In bold bordered areas - site specific sealed engineering and layout drawings are required when enclosure is 40ft or greater in distance from host structure (regardless of which direction beams span) andlor upright height Is 20R or greater. FLILINE INC. lozss.sEMORAN BLVD.3 ,. J SU iTE +093 WINTER PARK FL 32792 r TEL. (407) 679-7500 ;Y1�tYD 211 f.� r FAX (407) 679.9109 I •fS�On ISrfa73Cd$OIl_ ��.E. %� SECTION 2.2. 11 DETAILS REVISIONS COMPOSITE ROOF W/ 02/.15/05 SCREEN ENCLOSURES / COMPOSITE ROOF C G�J� � J ISOMETRIC— INTERLOCKING COMPOSITE PANEL ROOF SPAN (S) TABLE FOR 3" COMPOSITE ROOF PARTIALLY ENCLOSED STRUCTURE (I.E. COMPOSITE ROOF) GUAGE WIND SPEED 100 110 120 130 140 150 0.024 13' 6" 12' 4" 11' 3 O' 5" 9' 7-18' 11 0.032 15'10" 14' 5` 13'2' h 2' 2" h 1' 4` 110' 6 SPAN MAY VARY ACCORDING TO PAN PANEL MANUFACTURER'S DESIGN CRITERIA IF CONSTRUCTION USES MANUFACTURER'S DESIGN CRITERIA, DOCUMENTATION IS TO BE PROVIDED BY THE MANUFACTURER. APPLIES GENERAL NOTES 1. ALL DESIGN CRITERIA TO COMPLY WITH FLORIDA BUILDING CODE (FBC) 2001 .WITH 2003 REVISIONS 2. ALL DATA RELATES TO 3' . THICK COMPOSITE ROOF, SECTION W/ 1.0 #' DENSITY E.P.S.. .3. SPANS BASED ON 0.024 & 0.032 GUAGE ALUMINUM ALLOY 3105 H14 OR 3105 H25 AND MAY. VARY DEPENDING ON COMPOSITE PANEL MANUFACTURER'S DESIGN CRITERIA' 4 SPANS LISTED ARE FOR EXPOSURE b & C. S SPANS CONSIDER.0 FEET OVERHANG 6. DATA .IS. BASED ON A GENERIC COMPOSITE PANEL SECTION. 7. THE THERMAL RESISTANCE VALUE OF A PANEL IS R-4.5/.INCH OF THICKNESS. E.G— A3' THICK PANEL HAS A THERMAL. RESISTANCE VALUE OF R-13.5 8. BEAMS ARE 6063—T6 ALUMINUM ALLOY OR 6061—T5 9. POST TO BE. 3'x 3' x 0.125, 6063— T6 ALUMINUM ALLOY WITH MAXIMUM HEIGHT OF 10'-0' 10, BEAM SPAN DESIGN IS BASED ON TEH ROOF DEAD LOAD PLUS 30 PSF LIVE LOAD •`' ril­5 APPLIES FLILINE INC. THIS PAGE CAN ONLY BE USED F��� 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE ' MASTER FILE MANUAL OR IF WINTER PARK FL 32792 .. THE PAGE HAS AN ORIGINAL TEL.(407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 n%H sH nFl 5 tr P.E E-MAIL A q;E SECTION 2.2.2 DETAILS COMPOSITE ROOF W/ D' SCREEN ENCLOSURES COMPOSITE ROOF HEADER ANCHORING SYSTEMS fjrl�T7 EXISTING FASCIA T RUSS � OR h'AFT SEALANT. fR HEADER COMP❑SITE ROOF PANEL DEPTH 4- #8x 1/2' TECK SCREWS PER COMPOSITE PANEL TOP & BOTTOM OF HEADER W/ OUTER 2 # 10x 2' S.M.S @ 18' ON CENTER SCREW 6' MINIMUM FROM EDGE W/ 18' MAX. OR @ RAFTER OR TRUSS TAIL SPACING BETWEEN SCREWS COMPOSITE ROOF HEADER TO FASCIA DETAIL APPLIES e SEALANT FOR MAS❑NARY, USE 1/4'x 2 HEADER EXPANSION BOLT Cor equal) FIXED @ 24' O/C. FOR WOOD USE # 10 x 2' S.M.S @ 24' O/C COMPOSITE R❑OF PANEL HOST DEPTH STRUCTURE 4- #8x 1/2' TECK SCREWS PER COMPOSITE PANEL TOP &.BOTTOM OF HEADER W/ OUTER SCREW 6' MINIMUM FROM EDGE W/ 18' MAX. SPACING BETWEEN SCREWS COMPOSITE ROOF HEADER TO CONCRETE WALL`VT141L PLIES THIS PAGE CAN ONLY BE USED FLILINE INC. 1025 S. SEMORAN BLVD. Ft IF THE CONTRACTOR IS SUITE 1093 t AUTHORIZED TO USE THE WINTER PARK FL 32792 - MASTER FILE MANUAL OR IF . TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FAX (407) 679-9188 K H ''.` Pl, E-MAIL DARaxe. Vii. f I REVISIONS COMPOSITE ROOF W/. 02/15/05 SECTION 2.2.3 DETAILS SCREEN ENCLOSURES 3' x 3' POST USE 3' 'U' BRACKETS OR 2W' ANGLES USE CASTING PL WHEN ATTACHED TO EXIST. STRUCTURE ONLY 1/4' DIA. THRU, BOLTS S.S OR COATED (2) 114-A 21/2' TAPCON EQUAL 1 4' CONC. SLAB MIN. CO`s P &L MI 3 - 1/4' DIAx 3112' THRU BOLTS S.S. OR COATED 29c - 'SELF MATING BEAM (SEE ATTACHED TABLES) - 4 - VX #10 S.M.S. W/1/4'x 1112' S.S. WASHER (NEO IRENE OR CAULKED) W/ SCREW PLACED e' OF SIDE OF COMPOSITE PANEL — INST PROTECTIVE CAP W/ of 8 TBC SCREW 24 O/C 2-#10x12,TEKSCREWS •-2-# lox IM TEK SCREWS • SCREEN ENCLOSURE UPRIGHT 2'x2'x3' ANGLE W/ 1/8' WALL 6 - #10 x 3/4' TEKS 2 -1 /4'DIA. x 3/4' LONG THRU. BOLTS -2' WIDE GUTTER STRAP 5' OR T SUPER GUTTER 3' x 3' POST TYPICAL POST TO SLAB TYPICAL POST TO BEAM DETAIL SECTION DETAIL FOR SCREEN ENCLOSURE FOOTINGS AND POST & BEAM DETAILS HOLLOW. BEAM TABLE APPLIES 3.00" 2 000 _ 0.125 o ri Tw LL — A = 1.305 in.2 H WT 1.495.p.1.f. _ WALL Ix = 1.816 in 4 Sx = 1.211 in? Tw® I 6063 —T6 TWEE SNAP EXTRUSION SELF MATING 3"0"x0.125" PATIO COLUMN BEAM ALUMINUM PHYSICAL PROPERTIES?,PLIES THIS PAGE CAN ONLY BE USED FLILINE INC. 20 a IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FAX (407) 679-9188OA SI+ s NP.E..' E—MNL E. os;._: V ALUMINUM PHYSICAL PROPERTIES 2xH TWALL. TWEE SECTION MODULUS 2x4 0.046 0.100. 0.935 2x5 0.050 0.116 1.380 2x6 0.050 0.120 1.920 2x7 0.055 0.220 2.375 2x8 0.072 0.2241 4.080 2x9 0.082 0.306 5-910 2x10 0-092 0.389 8.531 HOLLOW. BEAM TABLE APPLIES 3.00" 2 000 _ 0.125 o ri Tw LL — A = 1.305 in.2 H WT 1.495.p.1.f. _ WALL Ix = 1.816 in 4 Sx = 1.211 in? Tw® I 6063 —T6 TWEE SNAP EXTRUSION SELF MATING 3"0"x0.125" PATIO COLUMN BEAM ALUMINUM PHYSICAL PROPERTIES?,PLIES THIS PAGE CAN ONLY BE USED FLILINE INC. 20 a IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FAX (407) 679-9188OA SI+ s NP.E..' E—MNL E. os;._: V SOLID ROOF ATTACHING TO SCREEN ENCLOSURES -r CARRY BEAM SPANS BETWEEN POSTS SECTION 2.3.1 SPAN TABLES COMPOSITE ROOF VVI SCREEN ENCLOSURES CARRY BEAM SPAN BETWEEN POSTS 6063-T6 ALLOY 6061-T5 ALLOY 6061-T6 ALLOY ALL VIAND ZONES 1EXPOSURE B & C ALUMINUM ALLOY: 6063 -T6,6061 -T5,6061 -T6 - ALL WIND ZONES EXPOSURE B & C MAX. SPANS FOR CARRY BEAMS AND 5 OR 7 INCH SUPER GUTTER WITH SCREEN ENCLOSURES AND METAL ROOFS INTERPOLATION BETWEEN SPANS IS PERMITTED 8 FT SCREEN ROOF SPAN 12 FT SCREEN ROOF SPAN METAL ROOF SPAN -span between posts METAL ROOF SPAN -span between posts CARRY BEAM 8' 9' 10' 11' 12' CARRY BEAM 8' 9' 10' 11' 1 12' 2 X 5 13'1 12'8 12'4 12'0 1119 2 X 5 12'8 12'4 12-0 11'9 11'6 2 X 6 147 14'1 13'9 13'4 13'0 2 X 6 144 13'9 13'4 13'0 12'9 2 X 7 16'4 1510 15'4 14'11 147 2 X 7 1510 15'4 14'11 147 14'3 2 X 8 20'3 19'8 19'1 187 18'2 2 X 8 19'8 19'1 187 18'2 17'9 2 X 9 1 21'4 1 20'8 1 20'1 19'6 19'0 2 X 9 20'8 20'1 19'6 19'0 187 2 X 10 26'1 25'3 24'6 23'11 23'4 2 X 10 25'3 24'6 23'11 1 228 16 FT SCREEN ROOF SPAN 20 FT SCREEN ROOF SPAN METAL ROOF SPAN -span between posts METAL ROOF SPAN -span between posts CARRY BEAM 8' 1 9' 10' 11' 12' CARRY BEAM 8' 9' 10' 11' 12' 2 X 5 12'4 12'0 11'9 11'6 11'2' 2 X 5 fro 11'9 11'6 1 11'2 11'0 2 X 6 13'9 13'4 13'0 12'9 12'6 2 X 6 131 13'0 12'9 12'6 12'3 2 X 7 15'4 1411 147 14'3 13'.1 2 X 7 i4'ii 147 i4'3 i3'ii 13'8 2 X 8 19'1 187 18'2 17'9 17'5 2 X 8 187 18'2 17'9 17'4 17'0 2 X 9 20'1 19'6 19'0 187 18'3 1 2 X 9 1 19'6 19'0 187 18.3 iri0 2 X'10 1 24'6 123411 23'4 1 22'9 1 2r3 I 2 X 10 23'11 23'4 22'9 22'3 21'10 24 FT SCREEN. ROOF SPAN 28 FT SCREEN ROOF SPAN METAL ROOF SPAN -span between posts METAL ROOF SPAN -span between posts CARRY BEAM 8' 9' 10' 11' 12' CARRY BEAM 10' 11' 12' 2 X 5 11'9 11'5 117. 11'0 10'9 2 X 5 1110 10'9. 107 2 X 6 13'0 1r9 12'6 12'3 12'0 2 X 6 12'3 12'0 178 2 X 7 147 14'3 13'11 13'8 13'5 2 X 7 114'313*11 13'8 13'5 13'2 .2X8 18'2 179 17'4 170 16'8 2X8 17'0 16'8 164 2X9 19'0 187 18'3 1710 11"6 2X9 17'10 176 117 2X10 23'4 22'9 22'3 21'10 21'5 2X10 2110 21'6 21'1 32 FT SCREEN ROOF SPAN . 36 FT SCREEN ROOF SPAN. METAL ROOF SPAN -span between posts METAL ROOF SPAN -span between posts CARRY BEAM 8' 9' 10' 11' 1 12' CARRY BEAM 8' 9' 10' 11' 12' 2 X 5 11'2 77101 '107 10'4 2 X 5 1110 10'9 107 10'4 101 2 X 6 12-6 12'3 12'0 111 117 2 X 6 12-3 12'0 11'8 117 11'4 2 X 7 13'11 13'8 ITS 13'2 13'0 2 X 7 13'8 13'6 13'2 13'0 12'9 2 X 8 174 17'0 16'8 164 16'1 2 X 8 17'0 16'8 16'4 16'1 15'10 2 X 9 18'3 1710 17'6 17'2 16'11 2 X 9 1710 176 17'2 16'11 16'8 2 X,10 1 22'3 121140 1 21'5 21'1 20'8 1 2 X 10 21710 21'6 21'1 1 20'8 1 20'4 40 FT SCREEN ROOF SPAN METAL ROOF SPAN -span between posts CARRY BEAM 8' 9' 10' 11' 12' 2 X 5 10'9 107 10'4 10'3 10'1 2 X 6 12'0 1119 117 11'4 11'2 2 X 7 13'5 131 13'0 12'9 127 2 X 8 16'8 16'4 16'1 15'10 157 2 X 9 17'6 172 16'11 16'8 161 2 X 10 21'5 21'1 1 20'8 1 20'4 1 20'0 'S - 7 y THIS PAGE CAN ONLY BE USED BY A CONTRACTOR THAT IS APPROVED TO USE THE MASTERFILE MANUAL OR THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. FLILINE INC. 1025 S. SEMORAN BLVD. SUITE 1093 WINTER PARK FL 3279 TEL (407) 679-7500 FAX (407) 679-9188 ~ REVis - .0 1,', Of o H. Shep�rd<ori, P.E. lora a.P.E.1 333 '