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128 Alden Dr 03-2871 Pool Enclosureoca 04 ps CITY OF SANFORD PERMIT APPLICATION Permit No.: \ Date: Job Address: l/C 7iZ,%/ Parcel No.: ` d S ' 'D//6ttach Proof of Ownership & Legal Description) Description of Work: X Type of Construction: Flood Zone: Valuation of Work: 5e ° 'e- Occupancy Type: Residential Commercial Industrial Number of Stories: N 74VZ// Dwelling Units: Zoning: Total Square Footage: Owner: /r C'Sa Address: _ City: Phone No. State:_ Fax No.: Contractor: Address: 2- City: d State: Zip: Phone No.: - Fax No.: Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender:_ Address: Architect: Address: " U ' AID D .l' ax No.: 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. Zip: SEP 11 7003 7 - 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 laws 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Sign of Owner/Agent Date t e o ontractor gent Date i Print Own r/Agent' Name Print o cto gen ' N e 1-7 105 tgna of Notary -State of Florida Date Signature of N -State of Florida Date Steven R Fellces ( My Commission CCO878720 kERI:.l3W")tN V NOVpires November 29, 2003or Owner/Agent is . Personpy Known to Me or Contractor/Agent is Personally Known to Me or Produced ID A, , ., yd Produced ID APPLICATION APPROVED BYE I F Date: 0 Special Conditions: t,u uuule wulrty Property Appraiser Ciet lntormation by Parcel number Paqe 1 of 1 PARCEL DETAIL t Q Q D bt4 r` Seminole County i A'tx'rlv f rYrirer n•irrs i_ I i 1fRl IL,Fir 1. j 40,,ld 1•I. 12771 40 7_h h5._7 50t, vTWOOa Eg 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-518-OB00-0110 Tax District: S1-SANFORD Number of Buildings: 1 Owner: DAVIDSON JANE A Exemptions: 00-HOMESTEAD Depreciated Bldg Value: $84,444 Address: 128 ALDEAN DR Depreciated EXFT Value: $3,316 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $21,300 Property Address: 128 ALDEAN DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 4 Just/Market Value: $109,060 Dor: 01-SINGLE FAMILY Assessed Value (SOH): $109,060 Exempt Value: $25,000 Taxable Value: $84,060 SALES Deed Date Book Page Amount Vac/Imp QUITCLAIM DEED 06/2001 04118 1076 $33,100 Improved WARRANTY DEED 07/1993 02617 1238 $46,900 Improved 2002 VALUE SUMMARY QUITCLAIM DEED 12/1989 02143 1132 $61,600 Improved 2002 Tax Bill Amount: $1,732 WARRANTY DEED 08/1984 01575 0900 $68,000 Improved 2002 Taxable Value: $81,808 WARRANTY DEED 01/1976 01081 1022 $40,000 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 11 BILK B IDYLLWILDE OF LOCH ARBOR SEC LOT 0 0 1.000 21,300-00 $21,300 44PB 16 PG 100 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bld Value Est. Cost New 1 SINGLE FAMILY 1973 6 2,407 1,791 CONC BLOCK $84,444 $96,507 Appendage / Sgft OPEN PORCH FINISHED / 15 Appendage / Sgft GARAGE FINISHED / 601 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1998 468 $3,316 $3,978 INCITE: 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.semi nole_county_title?PARCEL=341930518080... 8/ 10/2003 PO'dER OF ,^iT1:JRPyi,Y DATE: ?-9 -03 JOB # 03"Li ( a I hereby name and appoint i,. C.C.A41111 of Arnstronu Aluminum, Inc. to be my lawful attorney in fact to act for me and apply to the 04 4 64 Building Department for a screen enclosure permit for work to be performed at a location described as: SECTION_ TO.NSHIP _ RANGE '3n SLS^©F500- col 1Cg SUBDIVISION dress of Job) ft Owner of Property and Address) and to sign my name and do all things necessary to this appointment ell Type or rint name of Certified Co-4actor Signat e of Certified Con ctor The for oing isst u t was ac nowledge 6 who produced not tak-e.oath. w s personally known to /. as iaen d who did State of Florida County of Orange Commission # L 0 Notary) my onnission expires Julia L Bowman M", Commission. rr9R7098 Jun L E3 Egjoes ,#8ue(nL*, , a. [UO3 ,:my C',R Mla0 M CC867098steoi+g 19, 2003 Ibi's Instrument Prepared By: Name: Steven R. Felices 131 9 Lake Drive 41 1411111 III 11111 II 111 li III 1111111 Itliml 'lIrmoi'1fii ll Ilf 11111 Casselberry, FL 32707 MARYANNE MORSE, CLERK OF. CIRCUIT COURT SEMINOLE COUNTY BK 05004 PG 1687 Permit No.: CLERK'S # 2003160444 REI:IiRDE:D 09/11/?003 09-.551154 AM NOTICE OF COMMENCEMENT RECORD5 6.00 RECgRDED 9Y L McKinley STATE OF FLORIDA COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and inaccordancewithChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. PARCEL ID # • -lJ D - lJ%/ ! 1. Description of Property: LOT 1/ e in Plat Book , Pages %'U as recorded g , Public Records o %el COUNTY, FLORIDA. 2. General Description of Improvement: 3 O If nerno carmatlo9 1 9/ CDQr1 s2 Interest in Property: FREE SIMPLE INTEREST Name of Fee Simple Titleholder- N/A 4. Contractor: Armstrong Aluminum Inc. 2227 Mercator Dr. Orlando, FL 32807 Phone 407- 678-.0197 Fax 407-678-1334 5. Surety: N/A Phone: N/A Fax: N/A Amount of Bond: N/A 6. Lender Phone: rdx:' 4U/- b/6-133 Fax: CERTIFIED COPY t RX00664, 90,RYANNE MOB CLERK Of CIRCUIT COU SEMI LE COUN 0 4 EPl r1.. RK EP 1 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may beservedasprovidedbySection713.13 (1)(a) 7., Florida Statutes: STEVEN R. FELICES, 1319 Lake Drive, Casselberry, Florida 32707 Phone: 407- 262-9311 Fax: 407-262-9335 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice asprovidedinSection713.13 (1)(b), Florida Statutes: NONE Phone: N/ A Fax: N/A 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unlessadifferentdateisspecified). Signature of Owner) Owner's Printed Name) A--M W\4k SCNA The foregoing instrument was acknowledged before me this.-' 41- day of 0a3 who is personally known to me/who produced as identihLation and who did not take an oath. 4TARY PUBLIC • Steven R Felk:es MY Commission CCO878728 Expires November 29, 2003 4b RECORDED.IN PLAT BOOK IL PAGES). 99 100PUBLICRECORDSOF, UMINOEL COUNTY, FLonIDA M Tn lay 1 Ill) 135.0-' erL a eT3n2 34.9' v Ell N o 6 d Fk, I sloes MIT ETI 801ftoutrnL DFIU[. J N MIRK[ I y LOA' II fDUtVR[ i.l. ct. erc e 4 rLMV I' • LEGEND - ET REBAR sw REDAR W/CAP NPLS 4200 IEC. RECOVERED" M• CONCRETE MONUMENT" p• IRON PIPE" ' O.L. POINT ON LINE" IAD. n "RADIAL" I.R7 NON FIADIAL" BOUNDARY LINE EASEMENT LINE CENTER LINE RIGHT-OF-WAY I UTILITY EASEMENT" E DRAINAGE EASEMENT" p OVERHEAD POWER LINE" 1".'OOD FENCE , CHAIN LINK FENCE 717 HOGWIRE FENCE I & D NAIL d DISC C• POINT OF CURVATURE I d C REBAR & CAP REPARf D FOR: R. URN S 89°q B' 14 ^ IlU 135.U' 1 1 SCALE 1"10' DATE 64.73 elane , I J = o I I SCI fJIDBglOU ' 0.0' ou FUJtt P03T I I . I _*,_ I I .., . I I TIIIS PROPERTY LIES,IN ZONE PER F.LR.M. COMMUNITY PANEL NO. I U 0605 R ' DATED 9-11- REAeiNas BASED ON THE UST LINE OF SAID LOT M REM Id 00° II' 4V WJ ' THIS BUILDING DOES NOT LIP WITHIN THE ESIADLISHED 100 YEATI.FLOOD PLAIN ZONE. SURVFY BASED ON LEGAL DESCRIPTION SUPPLIED BY CLIENT. ' SUBJECT TO ANY EASEMENTS'AND/OR RESTRICTIONS. OF IIECORD UNDERGROUND UTILITIES AND FOOTERS HAVE NOT BEENLOCATEDUNLESSNOTED I IIET,IF.DY CEIIItFY THAT 1111S PLAT OF ,SUI1vEY OF TLIE ADOVE.DESCIDDED PnOPEn1Y 19 TnUE ERTIFIED TO: MAN A. M11F0I'D AND E TO TIIE DEST• MY KtJOWLEDGEDpE AND DEIIEF AS nEcENTIY SUIIVEYEU Ut!DEn MY OtnEC11ON AND TIIAT It6ANKUNIEEDDFlE7,RS A FEDEeAL MUMS BCIIJIL MEETS 111E MINIMUM 1EC11NtCAl STANDAfID9tGUAeRN1EE1111CAU / A 1A. INE.. SET FO11T11 DY 111E FLOnIOA OOAnn OF LAND SIInv,EYOf1S PUnSUANT TO SECTION 472 027 OF I R E LAN D SURVEYING, UR EYING ' N '. TIIE FLOnIOA STATUTES. 2950 ALOMA AVENUE., WINTER PARK, FLORIDA SUITE 401 PH: 678-3366 FAX 671-6678 32792 JASP.IREIA PL 4255 rm z O a uo I I SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below.30°-30'-00" North (Jacksonville, FL) Hollow Sections Tributary Load Width 'W' = Beam Spacing 4'-0" 5'-0" 6'-0" T-0" 8'-0" Allowable Span 'L' / bending W or deflection 'd' 9'-0" 2" x 2" x 0.044" g-l-V-7" 8'-7" b T-8" b 6'-11" b 6'-6" b 6'-1". b 5'-8" b 2" x 2" x 0.055" 9'-4" b 8'-4" b T-7" b- T-1" b 6'-7" b 6'-3" jb2" x 3" x 0.045'' b ' 0'" b 9'-5" b 8'-9" b 8'-2" b T-8" 2" x 4" x 0.050" 2'-8" b 11'-4" b 10'-4" b 9'-7" b 8'-11" b 9'-5" Seif Mating Sections428'-7 0" Tributary Loa 4'-0" 5' Allowable Spa Wid 6'-0" Beam Spacing 7'-0" 8'-0" tng 'b' or deflection 'd' 9'-0" 2" x 4" x 0.044 x 0.100"" b 17'-4" b 15'-6" b 14'-2" b 13'-1" b 1 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.100"" b 21'-5" b 19'-Z" b 1T 6" b 16'-2" b 15' 2" b 14'-3" b 2" b 24'-9" b 22'-2" b 20'-3" b 18'-9" b 1 T-6" b 16' 6" b x 7" x 0.055" x 0.120" 32'-3" b 2T-11" 37'-1" b 1 24'-11" b 33'-2" b b 1 22'-9" 30'-4" b b 21'-1" 28'-1" b b 19'-9" 26-3" b b 18'-7" 24'-9" b b2" x 7" x 0.055" w/ insert 42'-10" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36'-1" b 32'-3" b 29'-5" b 27'-3" b 1 25-6" b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11- b 3T-11" b 129'-6" b 27'-8" b.1 26'-1" b 2" x 9" x 0.082" x 0.310" 49'-6" b 42'-1 V b 38'-4" b 35'-0" b 32'-5" b 30'-=" b 28'-7" b 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b -6'-1" b 42'-l" b 3T-11" b 36'-5", b 34'-4" b Snap Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0" 1 5--0" 1 6--0" 7'-0" 8'-0" 9'-0" pan 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 115'- b b 8'-4" b 1 T-8" b -2" b 6'•9" b 2" x 3" x 0.045" 1 b 1 1-8b 10'-8" b 9'-10" b 9' 3" b 8' 8" b ' 2" x 4",( 0.045" 18'-5" b 1 15'-11" b 14'-3- b 13'-W b 12'-1" b 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" b 1 27'-l- b I 24'-2" b 22'-l" b 20'-5" b 19'-2" b 18'-0" b 2" x 7" x 0.062" 34'-9" b 1 30'-l" b 26'-11" b 24'4" b 22'-9" b 2V-3" b 20'-l" b 1. Thicknesses shown are "nominal" industry standard tolerances. No wail thickness shall be less than 0.040'. 2. The structures designed using this section shall be limiter to a maximum combined span and upnaht height of 55' and a maximum upright height of 20'. Structures larger than these iimits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft: for up to a 150 M.P.H. wind load. 1 Span is measured from cent connection to fascia or wall connection. Above spans do not inclu length of knee brace. ` dd horizontal distance from upright to center of brace to beam connection to the above spans . 6. Puriin spaclna shall not exceed 6'- 8'. For beam spans greater than 40'-0" the beam at the center purlin and one Punin for each 14'-0" on each side of the center puhin shall inc;ude lateral bracing as shown in detail (48'-0") span with punins at 6'- 8" o.c. center puriin and (2) pudins each side of center pudin need lateral bracing. Example: Max. 1'for 2" x 4" x 0.050" hollow section with 'W' = 5'"0" = 11'-4" Lawrence E. Bennett, P.E. 1VIL ENG;NEE= - DEVEt6PWNT CONSULTANT p 0 SOX 21-3E3. SOUTH DAY7CNA, FL 3212'. EP ' ONE (386) 767-4774 4X ( 386) 767-6556 vRIGHT _ 003 RI SN FFRh'iSS SCE = -ENNE, - SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen .Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an anniied load of 14 # / sq. W Hollow Sections T-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 51-0" 1 61-0" T-0" 1 8'-0" Allowable Height'H' / bending W or deflection W 1 9%0" 2" x 2" x 0.044" 8'-4" b T-3" b 6'-6" 5'-11" b 51-6" b 5'-1* b 4-10- b 2" x 2" x 0.055" 9'-l" b 7'-11" b T-1- 6'-5" b 5'-11" b 5'-TIbb b 5'-3" b 2" x 3" x 0.045" 11'-3" b 9'-9" b 8'-9" T-11" b T-5" b 6'-11" b 6'-6" b 2" x 4" x 0.050" 12'-5" b 10'-9- b 9'-7- 8'-9" b 8'-1" b T-T b Self Mating Sections 3'-0" Tributary Load Wi Upright Spacing 1 4'-0" 5'-0" 6'-0" T-0" I r-o" Allowable Height'H' / bending W or deflection W 9'-0" x O.C44 x 0.100" 16'•11' b 1 14'-8" b 13'-1" 1%11" b 11'-1" b 1 10'-4" b T-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b I 18'-1" b 16'-2" b 13'-8" b 1 12'-10" b 12'-1" b 2" x 6" x 0.050" x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15'-10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 2T-3" b 23'-7" b 21'-i" b 19'-3" b 1T-10" b 16'-8" b 15'-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 31'-4" b 28'-1" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 2" x 8" x 0.072" x 0.224" 35'-2" b 30'-6" b 27'-3" b 24-10" b 23'-0" b 21'-6" b 20'-4" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6" b 26'-11` b 24'-11" b 23'-4" b 22'-0" b 2" x 9" x 0.082" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 2T-5" b 250-8" b 24'-2" b Z" x 10" x 0.092" x 0.369" 50'-A" b 43'-7" b 38'-11" b 35'-7" b 32'-11" b 30'-10" b 29'-1" b Snap Sections Tributary Load Width 'W'= Upright Spacing 3'-0^ 4'-0" 5'-0" 6'-0" T-0" 8'-0" 1 9'-0" Allowable Height 'H' / bending W or deflection W 2" x 2" x 0.044" 9'-11" b 8'-7" b 7"-8" b 71-0" b 6'-6" b 6'-1" b 5'-9" b 2" x 3" x 0.045" 12'-9" b 11'-0" b 9-10" b 9'-0" b 81-4" b T-10" b T-4" b 2" x 4" x 0.045" 15'-7" b 13'-6" b 1 b 11'-0" b 10'-2" b 9'-7" b 8'-11 " b 2" x 6" x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5" b 1 22'4" b 20'-9" b 19'-3" b 1 17'-11" b 16'-11" b rul auunau.a I1a1y,l, dL wrna vetocnies other than 120 MPH see conversion table 1A on me speciricauon Pdga for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040'. 2. Using screen panel width 'W' 'H'. 3. Above heights do not inciu length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above span t. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" In span. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR 'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE. REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett. P.E. 1V'IL ENGINEER - DEVELOPMENT CONSULTANT O 9OX 214368, SOUTH DAYTONA, FL 32121, TELEPHONE (386) 767.4774 SAX 1386) 767-E556 R,!GHT RT ::'ITHOUT THE WRITTEN PErNIISSION OF LAWRENCE E. BENNETT, P.E SCREE-NEO ENCLOSURES SECTION C Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30"-30'-00" North (Jacksonville, FL) A. Sections Fastened To Beams With Clips Hollow Sections Tributary Load Width 'W = Purlin Spacing 3'-6" 4'-0" 4'-6" 5'-0" 5.-0.. f V.S. Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" T-8" d T-4" d 7'-0" d57*-8" d 6'-6" b 6'-3" b b 2" x 2" x 0.055" 8'-1' d T-9" d T-5" d d 6'-11" d T-9" d 6'-6' b 3" x 2" x 0.045" 8'-8' d 8'-3" d 7'-11' d d 7'-5" d 7'-3" d 6'-11" d 2" x 3" x 0.045" 10'-9" d i0'-3" d 9'-9" b b8'-0' b 2" x 4"'x 0.050" 12'-2" b 1 V-4" b 10'-8" b 10'-2" b 9'-8" b 9'-3" b 8'-9" b Snap Sections Tributary Load Width 'W = Purlin Spacing T-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6''$" Allowable Span 'L' 1 bending 'b' or deflection 'd' 2" x 2" x 0.044 8'-5" d T-l" d 7'-9" d T-6" d T-3" d T-0" d T-9" d 2" x 3" x 0.045" 2" x 4" x 0.045" 1 V-7" d 14'-8" d 11'-1" d 14'-0" d 10'-8" d 13'-6" d 10'-4" d 12'-9" b 9'-11" b 12'-2" b 9'-6" b T-O" b 11' 8" bf 1 V-1" b O 0-6; -- -- - -I - .- Tributary Load Width 'W = Pur4g_S§9Acin Hollow Sections 3'-6" 4'-0" 1 4'-8" 1 5'-0" -- 5'-6" 6'-0"1 6'-8" Allowable Span' '1 bending 'b' or ion'd' 2" x 2" x 0.044" 2" x 3" x 0.050" I 2" x 4" x 0.050" 9'-2" b 9'-11" b 12'-4" b 13'-7" b 8'-7" b ( 3'-1" b 9'-4" b 8'-10" b 11'-7" b 10'-11' b 12'-8" b 11'-11' b 7-8. `Tom" 8'-4" . b 10' " b 9'-10" 11' 4" b 10' 10" b b b b 6'-11" T-7" 9'-5" 10'-=" b b b b 1 6'-7" T-3" 8' 11" 9'-10" b b b o Tributary Load Width 'W = Purlin Spacing Snap Sections 3'-6" 4'-G" 4'"6" 5'0" 6'-0" 1 6'-8" Allowable Span 'L' / bending W or deflection 'd' 2" x 2" x 0.044" 10'-11 " b 1 10'-2- b 1 9'-7" b 9'-1 " b 8'-8" . b 8'-4" b T-11 " b Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wail thickness shall be less than 0.040". 2. Spans are based on a minimum of 10# / Sq. Ft. for up to.a 150 M.P.H. wind load.3. Span is measured from center of beam and upright connection to fascia or wail connection. 3. Span is measured from center of beam and upright connection to fascia or wail connection. 4. Purlin spacing snail not exceed 6'-8". For beam spans greater than 40'-0" the beam at the center punin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail 48'-0") span with purlins at 6'- 8" o.c. center punin and (2) purlins each side of center punin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W = 5'-0"=10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. 60X 214368. SOUTH DAYTONA. FL ?2121 TELEPHONE (386) 767-774 FAX (386) 767-6556 I FRIGHT 7.7 PAGE 4. SECTION 1 SCREENED ENCLOSURES 2 x 6 BEAM - SCREEN ROOF LENG 2) 2" SCREWS SEE SECTION 9 FOR SIZES) 2" STRAP - LOCATE AND ASTEN PER STRAP LOCATION . DETAIL PAGE 1-20 REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) KNEE BRACE ATTACHMENT 6" BOVE TOP OF GUTTER (MAX.) 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW IZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER FASCIA AND SUB -FASCIA COMPOSITE 2" x 3" EAVE GIRT SCREW SIZE SEE TABLE 1.6) POST SEE TABLE 1.3) SCREEN MAY FACE IN OR OUT) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS n SOFFIT i SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECIFIC ENGINEERIN( SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL A FASCIA - DETAIL 2 SCALE: 3" = 1'-0" IN Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P C. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767-4774 FAX (386) 767-6556 COPYRIGHT Z003 C' `O 3P ^ _==C000_O iN WHOLE CR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. J SCREENED ENCLOSURES SECTION 1 CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA ' 3/32" 233 Sq. Ft. / PAIR OF CABLES 445 Sq. Ft. / PAIR OF CABLES TOTAL L AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8' x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3132" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE " 3/ 2" ONE PER 233 Sq. Ft. OF WALL 1/8' ONE PER 445 Sq. Ft. OF WALL SIDE A CABLES ARE NOT REQUIRED FOR SIDE WALLS` LESS THA 233 Sq. Ft: c) To calculate the required pair of cables for freestanding pool enclosures use 100%,of each wall area & 50% of the area of one adjacent wall. NOTE: For wall heights greater than 9'-8", a minimum of (2) wall cables are required. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. SOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386)767-6556 PAGc OPYRIGHT 2003 ^^ PER?"•ISSUN 0` ,c`.RE^,[,E E. EENNET'. P.E. JI SCREENED ENCLOSURES SECTION C Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wail Uprights or Beam Splicing Beam Size Upright Size Minimum Puriin, Girt Knee Brace Size"" Deck Notes Anchors Minimum Number of Screws' 8 x '/:" #10 x /z' #12 x '/2" Beam Stitching Screw @ 24" O.0 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 4 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full La 8 6 4 10 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 S 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Full Lap 10 8 6 10 2"-x 7" Partial La 10 8 6 10 2" x 2" x 0.044" 4 Partial 12 10 12 12 142" x 8" 2" x 5" 2" x3" x 0.044" 6 Partial 1614 2"x 9" 2" x 6" 2" x 3" x 0.045" 6 jLao14Partial18 16 14 14 2"x 9- 2" x7" 2" x 4" x 0.050" 8 Partial 2018 16 14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 5/g" 2" x 7" x 0.055" x 0.120" 1 /16" = 0.063" 10 3/8" 3/4. 2" x 8" x 0.072" x 0.224" 1/8" = 0.125" 12 112" 1• 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 1/4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0..306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 114" = 0.25" 1" 2- splice connection. Refers to each side of the connection of the beam and unrieht and each side of 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connectons the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provideo the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4' long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2- x 3" beam. 11. Connect beam to upright wi H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H-Channel With 3 #10 x 1/2" EACH SIDE To T-0" . 2" x 3" x 0.045" 2" H-Channel With 3 #10 x 112" EACH SIDE To 4'-6" 2" x 4" x 0.044" x 0.12" 2" H-Channel With (4) 3/4" tong screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number Ana Size Of Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E.:Sennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE CPYRIGHT 7-003 C oc?O UC-D :,HCi -- : IN .-RT'N1T;-CUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ` Q SECTION 1 I e SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) - 1 /8" x 1-1 /2" x 8" FLAT BAR 0.125" PLATE OUT ON 45° ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICA CAB LE CONNECTIONS CORNER - DETAIL 1 SCALE: 3" = " A ALTERNATE: USE (1) 1/4" X 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED 10 x 3!4" S.M.S. EACH SIDE ®- - ® (-gyp.) FOR CABLES MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP-) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = V-0" Lawrence E. Bennett, P.E. MIL ENGINEER - OEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-b556 PAGE I (l COPYRIGHT E003I i a - L, NOT 70 EE P?CCJCEZ- IN WI-'CL= PART %'i[TNOUT THE WRITTEN P P.h1i SC' OF' -A FENCE E. EENNE -. SCREENED ENCLOSURES SECTiW 0.063" PRIMARY EACH SIDE SCREEN d'VARIE S #10 x 3/4" S.M.S. EACH Si 4" SHOWN/ , (SEE SCHEDULE NE`CT P, x 2" O.B. BASE PLATE (TYP,) I d ! 5d' MINIMUM EDGE DIS 7, SECONDARY FROM EXTERIOR OF COL 2" x (d - 2 ") x 0.063" ANGLE ® ® TO OUTSIDE EDGE OF SL EACH SIDE OF COLUMN W/ #10 ® ®I BOLT 43 I' Sd DISTANCE! SEE SCHEDULE NEXT PAGE) ° d 3/8" 1 1-7/8" CONCRETE ANCHOR , ° ° GRADE SEE SCHEDULE NEXT PAGE) NOTE. DETAIL ILLUSTRATES PICAL 2" x 4" S.M.B. COLUMN CONNECTION 2" 5d IN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT 1F INTERNAL + /- SCREWS INTO SCREW BOSSES . Y 1-114" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN 2) #10 x 3/4" S.M.S. EACH S PRIMARY 2" x 2" x 0.063"AN 1" x Z" BASE PLATE ,,'TYP.; G ° Y G 4 I Q4 , 1-1/4" MIN. CONCRE-E NOTE: SELECT CONCRETE ! I ANCHOR EMBEDMENT' ANCHOR FROM TABLE 9.1 6„ (MAX) 6" (MAX.) -y---- 3000 P.S.I. CONCRETE MAX. SPACING 24" O.C. FOR BOTH SIDES 2" x A" OR LARG;r? q=l c ?ifi A' ",. ONT VIEW IR NAP SECTION POST TO DECK DE iAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. EOX 214368. SOUTH DAYTONA. FL 32121 EL£PHONE (386) 767-4774 FAX (386) 767.6556 PvRIGHT- 33 - - -- PAGE — SECTION 1 SCREENED ENCLOSURES I STAINLESS STEEL CABLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER OF CABLES REQUIRED 2" x 2" x 0. 125" ANGLE 1/2" CONCRETE MIN.) FROM EDGE OF OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = V-0" SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 10 3/32" CABLE AND 445# FOR 1/8" CABLE, FOR 3132" CABLE 1/4" x 1-1/2" CONCRETE o ANCHORS (MIN.) a I 5d (MIN.) 5-1/2" (6" NOMINAL) SLAB (MIN.) v 5d (MIN.) J 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE TE CABLE CONNECTIONS SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6555 FOUNDATION - DETAIL 2C a PAGE ICOPYRIGHT2003 i 1 -•40 1 NOT 70 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1' 141 Z 1-3.0, m r6 yC-4 Q 3