Loading...
HomeMy WebLinkAbout100 N Elliott Ave 02-1364 (pool enclosure)CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS in4+ Ave 5a n(_ Total Contract Pric Job Describe Work Type of Construction Number of Stories 1 Number of Dwellings Occupancy: Residential Commercial PERMIT NUMBER Q2- it Total Sq. Ft. J 9(j rivvu rrvne tzaa) tnv) Zoning Industrial LEGAL DESCRIPTION (please attach printout from Seminoie County) TAX I.D. NUMBER 30 -1-31-5('x,l..- n ,W-00gn OWNER hfl A I FY7Q PHONE NUMBER ADDRESS Mer- CITY Cyet STATE ZIP Q TITLE HOLDER (IF OTHER THAN OWNER) W`H ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHI ADDRE CITY MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR PHONE NUMBER LIM I Cg ADDRESS T. LICENSE NUMBER CITY STATE ZIP -1".5 -11-kfn 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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, FS713. t*,t**,r*+.s#***t**,rt+r+r t**rri w-*,***tr**** rr** w**wrr*****,t***,t*wrr****wrr****,r**w***w* c C a. 3 E c Z W 4 0 w i. C O 4 0 10 y a Z GO. Ems+ S' ture of Owner/Age'Pff 9.Ac*Ee k-Type or Pr t Owner/Ag nt Name / c Sig,Aature of Notary & Date Official Seal) y ro z 0 0 O M i atu of ntra or & Date 0 a '< N N H+ G Z Type or Fri Contr ctor's Name 0 m O Sign ure of Notary & Date 5 Official Seal) J\ rt ANGIEFINCANNON MY COMMISSION N CC 9760D3 j 3M?` r ANGIE FINCANNON a EXPIRES: October 17, 2004 _.; MY COMMISSION k CC 976003 S?y br Bonded TbruNotaryPubkUndenedNrs t ?'e ,c EXPIRES: October17,20D4 Bonded Tbru Notary Public undemriters Application Approv d BY: /K 4C 1y Date: r-;30- Z FEES: Building I- ` Radon Police Fire Open Space Road Impact Application r ^ PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (Cu. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE ro rf 0 a c n r+ M o. M v Seminole County Property Appraiser Get Information by Parcel Number Page I of 2 PARCEL DETAIL Z id semin4)le Comniv J I I if I K, Vi r%11 SI. GENERAL Parcel Id: 30-19-31-504-0600- Tax District: Sl-SANFORD 0080 Owner: GOEHRIG CHARLES & Dor: 01-SINGLE VALUE SUMMARY COLLEN F FAMILY Value Method: Market Address: 100 N ELLIOTT AVE Number of Buildings: 1 City,State,ZipCode: SANFORD FL 32771 Exemptions: 00- HOMESTEAD Depreciated Bldg Value: $62,939 Property Address: 100 ELLIOTT AVE NSANFORD32771 Depreciated EXFT Value: $6,196 Subdivision Name: MAYFAIR Land Value (Market): $23,568 Land Value Ag: $0 SALES Just/Market Value: $92,703 Deed Date Book Page Amount Vac/imp Assessed Value (SOH): $90,649 PROBATE RECORDS 04/2002 04375 0599 $100 Improved Exempt Value: $25,000 CORRECTIVE DEED 07/1999 03690 1690 $100 Improved Taxable Value: $65,649 WARRANTY DEED 11/1998 03547 1970 $177,000 Improved Tax Bill Amount: $1,335 WARRANTY DEED 03/1979 01215 1392 $70,000 Improved WARRANTY DEED 01/1973 00984 0314 $38,000 Improved Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Unit Land Units Price Value LEGAL DESCRIPTION PLAT LEG LOTS 8 & B (LESS S 43 FT OF W 40 FT OF FRONT FOOT & 96 145 .000 180.00 $17,453 LOT 8) BLK 6 MAYFAIR DEPTH PB 3 PG 35 FRONT FOOT . & 43 94 .000 180.00 $6,115 DEPTH I BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New I SINGLE FAMILY 1930 6 3,390 2,576 WD/STUCCO FINISH $62,939 $148,092 Appendage / Scift ENCLOSED PORCH FINISHED / 56 Appendage I Scift GARAGE UNFINISHED / 380 Appendage / Scift ENCLOSED PORCH FINISHED / 378 Appendage I Sqft UPPER STORY FINISHED / 794 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1979 450 $3,825 $9,000 SCREEN ENCLOSURE 1979 1,592 $1,274 $3,184 ALUM PORCH W/CONC FL 1979 144 $374 $936 COOL DECK PATIO 1979 486 $723 $1,701 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax http://www.scpafl.org/pls/web/re—web.seminole—county_title?parcel=30193150406000O80... 4/30/2002 r POWER OF ATTORNEY The undersigned hereby appoints Ron Eisaman as attorney in fact to apply for and receive a building permit for the following address: Al 4r My attorney is hereby authorized to do everything necessary to apply for and received the said building permit and I ratify everything the said attorney shall do on my behalf. Mike Delahoz / Floridayeol Enclosures, Inc. SCCO56689 Sworn to and. subscribed before me this the,?day of 2002. n mo" YJ Angi incannon ANGIE FINCANNON MY COMMISSION f CC 976003 EXPIRES! October 17, 2004 Ar„ t eo e.enw bwr uea vee.r.n.rs final nrN rIMM1NIM NNNWNN ••INNINNINNIHINNI C PI% 9- N r• r-D Q SEMTNOLE 'COUNTTY MARYW E MMORSEE9 CLERK OF CIRCUIT COURT F loc FLORIDA$ ri^TL)RAL G11010E NNINIM COUNTY SL 3 (o BK C)4415 PG 1259 f0 0 k v CEMEE RK' S# 2002883227 l - NOTICE OF COMMENDD 05/E3/OE 01143131 PM hawo fL RECORDING FM8 L OO State of Florida C W%mNS11 Permit No. Tax Folio No. (PlD) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. TON OF PROPERTY (Legal description of the property and street address) GENERAL DESCRIPTION OF IMPROVEMENTT(Fi OWNER INFORMATION Interest in Fee Simple, Partnership, etc. %4 A I NAME AND ' ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) CONTRACTOR Florida Pool Enclosures,lnc Name and address P.O. Box 521136 engweed, Fl- 32752--136 407) 260- 2800 SURETY (Bonding Company) Name and address&g Amount of Bond LENDER Name and add"/9 Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as f&Pi by Section 713.13(1)(a)7., Florida Statutes: GE Name and address MpRY ANNE MO RSL mcirlta COURTInaddition to himself; Owner designates to receive a copy of the Liencles Notice as provided in Section 713(1)(b), Florida Statutes. MAY _2 3.. 2002 Expiration Date of Notice or Commencement & A The expiration date is 1 year from date of recording unless a different is speciii Signature of Owner C c l l ev, Sworn to and su ribed l fore me ` _Day of My Commission Expires: Notary ublic The forego instrument was acknowledged befpre me this 5 _ day of _21 , 20 Ci o)- by GLEN (nameofpersonacknowledged), who is per-so.,al4 mevA to me or who has produced (type of identification) as inentification and who did/did not take an oath. y ,- ANGIE FlNCANNON r WCOMMISSION II CC 97NM t= EXPIRES: October 17, 2004 r 1 Bondtd Thru Notary PuWc Underwlen PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT B. BLOCK 1, AND LOTS $ k 9. BLOCK 6, MAYF'AIR. ACCORDING TO Ti-;F PLAT THEREOF, A5 RECORD0 IN PLAT BOOK 3, PAGE 35, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, rLORIDA LOT 0 I LO1 14 BLOCK ? i BLOCK I 1 I II It IPf mot. 000 136.05' CA reLo 111fil. S 89.5 '171r E C WOOD tw_v LOT B BLOCK 1 pN N ck4r @ i•? ri 8 LOT A 5a cv ` I 38 BLOCK , w >7 leek z wr /'t60 I CE 1Cf I/1 'AON 79f1 „ 1q thlQ 1 k w%v Lr 09373. cr i —er.T : w pi .+I,. i.La_e, — •`, cl N 89'55'17..« d 7. 5 2' = ; o. 3of r Z >` vY T 1 OWY r,CAD'NAT I d b d i S I - Y'i O.F 1( CovElvo r tortecotr•Y,Arict tD ` < = KLOT 1 uKA •., 1.. !? M v ti E m It: 1-- LOT 8 -- e.' - l: o cn p o NG s//,' • ' "'`'` BLOCK 6 .. NO wUY1CA _..—` ---------------------- Ln - w — LLJ a TWO STORY i74 j WOOD FRAMED I I 1$ I RESIDENCE # 102 LOT z BLOCK 6 J M LOT 9 BLOCK 6- r I urYt Pal /s. Ji1.I' w' N 897555-9 7Ti 1 I Q ACAC7lAr Is I is Orr 142.331 LOT 3 11 f ' LOT 10 BLOCK 6 j J 14 BLOCK 6 1 ' 1 1 aM C0414 t Of LOF It, MA" e FOUR* 1- Wiwi MPC ( No Muvlrw) ITFIF, O TO: 1ARLES R COLICN FRANClt7 GOEMA19, WYNCIA ANN JONCI ICrEAREO rLARIOA MORTCAG[ 40CL• T Tint AGENCY WY0Nw1=ALA{ LAND TITLE INiUMANCE COMPANY C C7CAWNLII 'At. r. I,R.M, -.:.:,;:,' t*304 0095 L DATLO 4/17/110 ANO TOUNO kMJCCT PAOPrivey APPZARS TO UC iN Zot< IC QNTZIME or THL ICCYCARFLOOD. 40 a4im NCNEON Arty * Arco ON Aor Y Z 6OCV+'JO. 1v, AN VSIPACOOATVw. 11% c 71 nCHsr:O: CAD ASM70709 Y- r RTN— Unc" 10 COPYar L•• P SANFpgp © UILDING DEFT. 0. 1t AJ- n ORAPERREVIEWEp AND CdyD(.n TRUED TO 4 PERMIT IxUEDSN • EF ORKA`NpTE k p SIC UTh{ORITTNSE To ROCEEp STUNS OF01, R SET ASIDE ANYt•10TE. DES "CE OF THERMICT TECHNICAL CODES. NOR SH ` P TlOA8RUM LL THEREAFTER REQUIRINREVENTG A BUILD ORERRORSONTCORGC. IHER VIOLATIONS pF TPLANS, CONSTRUCTIp HECODESNvscwmtCILEGEND: c '(ucaArme ") Q O1No'C9 ACC I' ,PQ.1 qtC W, wrubrh rQa rt.11 t 0.: N OCN9rl; AAL1L-5 Li LARI YLnrKerA; tu,< mC50 4 OCNOICS OCLTA AwClt LS LAMA wnvo A L 0ENOrts AAC LtNciw Pi" n:iIYANCVI ntftOlNC: JCJIumLNI Cq 61000 MAaivC. MP rTPVM.t NI CP• ITAC% rCIMt mull or NAr Link n. rawt or NIYGf[ ci1cA i 1Cv LAT 1 r or IANFXC-ry w, LAt,n10 PC PONr Or culvplukt I Nt lCWD OF GII%IN twlc f0cL r•' concant w' I L Ar't Rill COtio. hArga caw CQN^ncrLe;LXK WOOD oft AANJ POINT alu O101JEA0 UIgN. Uht I Uj PERMIT #-OZ, l00 if/. axy xy v a C,\ 3 ro 6t3, 69 Roo e t xe GCA,.-s 19 CAW n x M SCREENED ENCLOSURES SECTION 1 Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluy0!prq Alloy 6063 T-6 f yO ,,h!',* For Areas with Wind Loads 449 M.P.H. or Less and Latitudes Below 30'-30'.00" North (Jacksonville, FL) Hollow Sections Tributary Load Width = Beam Spacing T.0" 4%0" 1 5%0" 1 6'-0" 7'-0" 1 8'-0" Allowable Span 'L' I bending'b' or deflection'd' 2" x 2" x 0.044" 8'-6" d 7'-9- d 1 T-2' d 6'-8' b 6'-2' b 5'-9" 2" x 2" x 0.055" 8'-11' d 8'-2' d. 7'-7' d T-2' d 6'-9" b 6'-0' 5'-11' b 2" x 3" x 0.045" 11'-8' d 10'-8' d 9%8" b 8'-10' b 8'-2" b 7-7" lb 7'-2' b 2" x 4" x 0.050" 13'-11- b 12'-0- b 10'-9" b 9'-10- b 9'-1" b 8'-6- 8'-0" b Self Mating Sections Tributary Load W)d = Beam Spacing T.0" 1 41-0" 1 5%0" 6'-0" 7%0" 1 8'-0" Allowable Span'L' / bending W or deflection'd' 2" x 4" x 0.044 x 0.100" 17'-3' d 15'-8" d 14'-6- d 13'-6- b 12'-6' b 11'-8" b 11'-0" b 2" x 5" x 0.050" x 0.100" 21'-5" d 19'-5' d 18'-0" d 16'-9" b 15'-6" b 14'-6' b 13'-8" b 2" x 6" x 0.050" x 0.120" 24'-11' d 22'-8' d 21'-1' d 19'-4- b 17'-11' b 16'-9' b 15'-9" b 2" x 7" x 0.055" x 0.120" 28'-9' d 26'-1' d 24'-3" b 22'- " b 20'-6' b 19'-2' b 18'-1b 2" x 8" x 0.072" x 0.224" 35'-9' d 32'-6' d 30'-2" d 28'-4' 26'-7" b 24'-10' b 23'-5" b 2" x x 0.072" x 0.224" 39'-10' d 36'-2' d 33'-7' d 37d 29'-5' b 27'-7' b 25'-11' b 2" x 9" x 0.032" x 0.310" 41'-11' d 38'-1- d 36-4- d 33'-3- d 31'-7- d 29'-9' b 28'-1" b 2" x 10" x 0.092" x 0.369" 1 48'-6' dl 44'-1" d I 40'-11- d 38'-6" d 36'-7' d 34'-11' d 33'-2" b Snap Sections Tributary Load Width = Beam Spacing 3'-0" 1 4'-0" 1 5%0" 1 6'-0" 7'-0" 1 8'-0" Allowable Span' L' / bending'b' or deflection'd' 2" x 2" x 0.044" 9'-7" d 8'-8' d 8'-1' d 7'-7" d 7'-3' d 6'-11' b 6'-6' b 2" x 3" x 0.045" 12'-10" d 11'-8' d 10'40" d 10'-1' b 9'-0" b 8'-9' b 8'-3" b 2" x 4" x 0.045" 16'-2" d 14'-8" d 13'-6" b 12'-4' b 11'-5' b 10'-8" b 10'-1" b 2" x 6" x 0.062" 26'-7- d 24'-2" d 22'-5- d 21'-1" d 19'-8" b 18'-5- b 17'-4- b 2" x 7" x 0.062" 30'-0- d 27'-3- d 25'-4" d 23'-8" b 21'-11' b 20'-6' b 19'-0" b Note: 1. Thicknesses shown are 'nominal' industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 140 M.P.H. wind load. Span is measured from ^.enter of beam and upright connection to fascia or wall connection. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam pans. 6. Purlin spacing shall not exceed 6% 8" . For beam spans greater than 40'-0" the beam at the center purlin 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 purlin and (2) purlins each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with W = 5%0" = 10'-9" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4363, SOUTH DAYTON& FL 32121 TELEPHONE (386) 7674774 FAX (386) 767- 6556 Q COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SEAL PAGE 1- 47 SECTION 1 SCREENED ENCLOSURES Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 II c. /y, P N For Areas with Wind Loads rli b-M.P.H. or Less and Latitudes Below 300-30'-00" North (Jacksonville, FL) Tributary Load Width W = Purlin Spacing Hollow Sections 3'-6" 4'-0' 1 4'-6" 5'-0" 5'-6" 1 6'-0" Allowable Span / bending 'b' or deflection'd' 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.045" 2" x 4" x 0.050" 6'-0' d 6'4' d 8'-3" d 11'-3" d 5'-9' 6'-1" 7'-11' 10'-9' d d d b 5'-6' d 5'-10' d 7'-7' d 10'-2' b 5'-4' d 5'-8" d 7'-4' d 9'-8" b 5'-2" d 5'-6' d 7'-2' d 9'-2" b 5'-0' d 5'4" d 6'-11' d 8'-10' b 4'-10' 5'-2' 6'-8" 8'-4' d d d b Snap Sections Tributary Load Width = Purlin Spacing 3'-6" 1 4%0" 1 4'-0" 5'-0" 1 5'-6" 1 6'-0" Allowable Span 'L' / bending W or deflection'd' 2" x 2" x 0.044 2" x 3" x 0.045" 2" x 4" x 0.045" 6'-9. d 9'-1- d 11'-5" d 1 6'-6' d 80-8- d I 10'-11' d I W-3- 8'-4' 10'-6" d d d I 6'-0d 8'- 1" d 10'- 2" d 5'- 10' d 7'- 10" d 9'- 10" d 5'- 8' d 7'- 7' d 1 9'-7' d 1 5'-6" d 1 7'-4" d 1 9'-3" d Aection5------ Hollow Sections Tributary Load Width = Purlin Spacing 3'- 6" 4'-0' 4'.6" 5'-0" 1 5'.6" 1 6'-0" 6'-8" Allowable Spa / bending'b' or deflection 'd' 2" x 2" x 0.044". 2" x" x 0.055" 8'- 1' d 8'- 6" d 7'- 9' 8'- 2' d d 7'- 5' 7'- 10' d djijLij 7'- 2' d 6'-11" d 6'-8. b 7'- 2' d 6' 4" .. b 6'- 11" d 2" x 3" x 0.050" 2 x x 0.050" 11'- 1' d 10'-8' d 10'-2' b 8'-10" b 4" 12'- 10" b 12'-0- b 11'-4- b 9'-10' b 9'-4" b Snap Sections Tributary Load Width = Purlin Spacing 3'- 6" 4'-0" 4'-6" 5'-0" 5'-6" 6.-V 1 6'-8" Allowable Span 'L' / bending 'b' or deflection'd' 2" x 2" z 0.044" 9'-1' d 8' 8' d 1 8'-4' d d 7'-10" d 1 7'-7' d 7' 4' d Note: 1. Thicknesses shown are "nominal' industry standard tolerances. No wall thickness shall be less than 0.040'. 2. Spans are based on a minimum of 10N / Sq. Ft. for up to a 140 M.P.H. wind load. 3. Span Is measured from center of beam and upright connection to fascia or wall connection. 4. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. 5. Purlin spacing shall not exceed 6'- 8' . For beam spans greater than 40'-0' the beam at the center purlin and one purtin for each 14'-0' on each side of the center pudin shall include lateral bracing as shown In detail (48'-W) spanwithpudinsat6'- 8' o.c. center pudin and (2) purlins each side of center pudin need lateral bracing. Example: Max. ' L' for 2' x 4' x 0.050' hollow section fastened to beam with clips with = 5'-0' Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368. SOUTH DAYTONN FL 32121 TELEPHONE ( 386) 7674774 FAX ( 386) 767.6556 SEAL PAGE © COPYRIGHT 2001 1 _ 4$ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1. SCREENED -ENCLOSURES I'a o /" P 1-r- Table 9.3 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 applied load of 14 01 sq. ft.' Tributary Load Width 'W' = Upright Spacing Hollow Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 1 9'-0" Allowable Height'H' l bending'b' or deflection'd' 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.045" a Aso T-7- d 8'-0- d 10'-5' d 11'-9' b 6'-11- d 7'4- d 9'-l' b 10'-2' D I 5'-2' b 6'-9- b 8'-2' b 9'-1' b 1 5'-B' b 1 6'-2' b 7'-5' b 8'-4" b 5'-3' b 5'-8- b 6'-11' b 7'-8' b 4'-11' b 5'-4- b 6'-5' b 7'-2' b 4'-7" 5'-0- b b Self Mating Sections Tributary Load Wi Upright Spacing 3'-0" 4'.0" 5'-0" 6'-0' 7'-0" 8'-0" 9'-0" Allowable Height 'H' ending'b' or deflection'd' 9S0 x 4" x 0.9C4-x 0.100" 15'-5' d 13'-11' b 12'-6- b IV-5- ti10'-7- b 9'-11- b 9'-4' b x 5" x 0.050" x 0.100' 19'-1- d IT-4- b- 15'-6- b 14'-2' 13'-1' b 12'-3" b 11'-7' b x 6" x 0.050" x 0.120" r22" 22'-4' d 20'-0" b 17'-11' b 16'-4' b 15'-2' b 14'-2' b 13*-4' b x 7" x 0.055" x 0.120" 25'-B' d 22'-11" b 20'-6' b 18'-8" b 17'-4' b 16'-2- b 15'-3- b x 8" x 0.072" x 0.224" 31'-11' d 29'-0" d 1 26'-7' b 24'-3' b 22'-6' b 21'-0" b 19'40' b 2" x 9" x 0.072" x 0.224" 35'-7' d 32'-4" d 29'-5" b 26'-11' b 24'-11' b 23'-3' b 21'-11' b 2" x 9" x 0.082" x 0.310' 37'-6' d 34'-0' d 31'-7- d 29'-0- b 26'-11' b 25'-2' b 1 23'-9' b 2" x 10" x 0.092" x 0.369" 43'-4' d 39'-5' d 36'-7' d 34'-4' b 31'-9' b 29'-8' b 1 28'-0' b Snap Sections Tributary Load Width 'W'= Upright Spacing 3'-0" 1 4'-O" 1 5'-0" 1 6'-0" 1 7'.0" 1 8'-0" Allowable Height' H' / bending'b' or deflection'd' 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" 2" x 6" x 0.062" 2" x 7" x 0.062" 8'-7' d 11'-5' d 14'-5' d 23'-9' d 26'-10' d 7'-9" d 10'-5" d 12'-9" b 21'-7' d 24'4' d T-3' d 9'-4" b 11'.5" b 19'-8" b 21'-11' b 6'-9' b 8'-6' b 10'-5' b 17'-11' • b 19'-11' b 6'-3' b T-11' b 9'-8' b 16'-8' b 18'-6' b 5'-10" b 7'-5' b 9'-0' b 15'-7" b 17'4' b 51-6- b 6'-11" b 8'-0 b W-8' b 16'-4' b For allowable heights at wind velocities other than 120 MPH, see conversion table iA on ine spe0mca&;0ro page 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". Using screen panel width W select upright length W. 33. /°abova spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total upright fisight. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Span 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 1-112" S.M.S. Into the screw bosses and do not exceed 8'-0' in span. Example: To calcualate allowable height at 140 MPH wind velocity for: 2' x 4" x 0.045' Snap Section with'W' = 4'-0' 1. Find' H' at 120 MPH: H=12'-9' 2. Convert' H' to decimal feet: H = 12'-9' = 12.75' 3. Select the appropriate multiplier from conversion table I found on the specification sheet at the beginning of this section. if the height is followed by'b' use Bending multiplier. if the height is followed by'd' use Deflection Multiplier. 4.161ultiply height in decimal feet by appropriate multiplier. H' at 140 MPH is 12.75' x 0.88 = 11.22' = 11'-3' Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (356) 767•4774 FAX (386) 767-6556 SEAL PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purlin 3 Knee Brace Size Deck Anchors Notes Minimum Number of Screws Beam Stitching Screw at 24" O.C. 08 x %" 10 x %" 12 x %" 2' x 3' 2' x 3" 2- x 2- x 0.044- SMB 2 Full Lop 6 4 4 2' x 4' 2' x 3" 2' x 2' x 0.044' SMB 2 Full Lop 8 6 4 8 2'x5' 2'x3" 2'x2"x0.044'SMB 2 Full Lop 8 6 4 8 2'x6' 2'x3' 2"x2'x0.044'SMB 4 Full Lap 10 8 6 10 2'x4' 2'x4' 2'x2'x0.044'SMB 4 Full Lap 10 8 6 10 2' x 6' 2' x 4' 2" x 2' x 0.044" SMB 4 Partial La 10 8 6 10 2' x 7' 2' x 4' 2' x 2' x 0.044' SMB 4 Partial Lap 14 10 12 2- x 8- 2- x 5' x x 0.044' SMB 6 Partial Lap 16 14 12 14 2" x 9" 2' x 6' 2' x 3' x 0.045' SMB 6 Partial Lap, 18 16 14 14 2- x 9' 2' X 7' 12*x4*x0.050'SMB1 6 1 Partial Lepi 20 18 16 14 2' x 10' 2' x 8' 2' x 4' x 0.050' SMB 1 6 1 Partial Lepl 20 1 18 1 16 14 Screw Size Minimum Distance and Spacing of Screws Ed a To Center Center To Center 98 5116' 5/8' 10 3/8' 3/4' 12 W, 1' 14 or 1/4• 1 314' 1-112' 5/16' 7/8' 1-3/4' 3/8' 1' 2' Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082' wall thickness. 0.310' flange thickness Note: 1. Use full lap cut detail for 2' x 6" beam to 2" x 3" upright. 2. Connection of 2' x 6' to 2' x 3" not allowed for partial lap connections. 3. For beam to beam splice size and number of fasteners is per side per end of splice. 4. The number of screws is based on maximum allowable bending (beam span) for 140 M.P.H. wind load. 5. Deck anchors are based on RawlO tapper load data for 2500 p.s.i. concrete and are considered to be typical for masonry and concrete anchors. Number of anchors is total (1/2 per side). 6. Hollow sections shall not be spliced. 7. If larger than minimum upright is used, the number of screws is the same. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System x 2' x 0.044' 2" H-Channel With 3 #10 x 1/2' EACH SIDE To 3'-0' 2' x 3' x 0.045' 2' H-Channel With 3 #10 x 112' EACH SIDE o -6' 2' x 4' x 0.044' x 0.12' Notch S.M.B. Over Beam And Upright Each Side See Table 1.6 For Number And 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 shall be used for host strcture attachment when knee brace length exceeds 4'-6'. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 SEAL PAGE © COPYRIGHT 2001 1 _52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 1SCREENEDENCLOSURES Table 1.10 Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side Aluminum Alloy 6063 T-0 ur:i _-.4- un u o u n• 1 eee and t_atitudes Below 30'-30'-00" NorthJ For Areas wun no For allowable heights at wind velocities other than T20 norm, see wmrer-Orr tauc ..•".o "r- ---- - tables at the beginning of this section and example below. 1. If the solid panel is greater or less than 19-0% then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of +1- 2 x 112 (the solid roof panel span difference between the actual and 10'-0'). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel is larger than 10'-0' and minus if the solid roof panel is smaller than 10'-O'. 2. For Span DI V Of Beam; Use Screen Panel Width 'W From Drawing. 3. Load Span = 112 of Screen Beam Length + 1/2 of Solid Roof Span. 4. Spans are based a minimum of 10# 1 Sq. Ft.for up to a 140 M.P.H. wind load. Example: To calcualate allowable span at 140 MPH wind velocity for: 2' x 6' x .050' x 0.120' beam with 5' Super Gutter with 112 Screen Roof Span of 14'-0" 1. Find span at 120 MPH: Span = 10'-10' 2. Convert Span to decimal feet: Span = 10'-10'=10.83' 3. Select the appropriate multiplier for 140 MPH and 1/2 Screen Roof Beam Span -14'-0' from the conversion table 15 found on the specification page for tables at the beginning of this section. If the span is followed by V use Bending multiplier. if the span is followed by'd' use Deflection Multiplier. 4. Multiply span in decimal feet by appropriate multiplier. span at 140 MPH Is 10.83' x 0.95=10.29' = 10'-3' Table 1.11 K-Bracing Fastening Schedule Number of #10 x 314" S.M.S. Required Maximum Corner Post Diagonals (K) Intermediate Corner Post Plate to Wall Width = @ Top per End Post @ Chair Rail 0 Bottom Sole Plate 20'- 0".• 2 2 4 2 2 2 2 30'- 0" 2 2 4 4 6 2 2 40'- 0" 50'- 0" 3 4 5 8 3 3 60'- 0" 1 6 7 12 1 3 1 3 Maximum Front Wall Height = IW-O' Use Front Wall Width When Determining Number of S.M.S. For The Side Wall K-Bracing., Use Side Wall Width When Determining Number of S.M.S. For The Front And/Or Back Wall K-Bracing. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767.6&% Q COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 1 SEAL PAGE 1- 55 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.3 Structall Building Systems Inc. Snap & Lock O Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 10 Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Panels n an artially Enclosed Buildings Enclosed Buildings Wind Region Overhang Condition Wind Region Overhang Condition 1& 2 Span 3 Span 4 Span Max Cantilever 1& 2 Span 3 Span 4 Span Max Cantilever 100 M.P.H. 15'-4' 17'-2' 16'-7' 4'-0' 100 M.P.H. 15'-3' 1r-1' 16'-6' 4'-0' 10 P.H. 14'-0' 15'-8' 15'-2' 4'-0' 110 M.P.H. 13'-3' 14'-10' 14'-4' 4'-0' H. 12'-9' 14'-3' 13.9- 4'-0' 120 M.P.H. 12'-2' 13' 7' 13'-2' 4'-0' 130 M.P.H. 11'-10' 13'-3' 12'-10' 4'-0' 130 M.P.H. 11'-3' 12 7' 12'-2' 4'-0' 140 M.P.H. 10'-11' 12'-3' 11'-10' 4'-0' 140 M.P.H. 10'-11' 12-2' 11'.9' 4'-0- 150 M.P.H. 10'-Y 11'-4' 17-11' 3'-11' 150 M.P.H. 10'-2' 111-4' 10'-11' 1 4'-0' 3" x 48" x 0.030' Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Region Overhang Condition Wind Region Overhang Condition 1& 2 Span 3 Span 4 Span Max Cantilever 1 b 2 Span 3 Span 4 Span MaxICantilever 100 M.P.H. 17'-8' 19'-9' 19'-1' 4'-0' 100 M.P.H. 17'-7' 19'-8' 18'•11' 4'-0' 110 M.P.H. 16'-2' 18'-1' 17'-5' 4'-0' 110 M.P.H. 15-3- 1r-1- 16'-6- 4'-0- 120 M.P.H. 14'-8' 16'-5' 15'-10' 4'-0' 120 M.P.H. 14'-0' 15'-8' 15'-2' 4'-0' 130 M.P.H. 13'-8' 15'-3' 14'-9' 4'-0' 130 M.P.H. 13'-0' 14'-6' 14'-1' 4'-0' 140 M.P.H. 12'-8' 14'-2- 13'-8' 4'-0' 140 M.P.H. 12'-7- 14'-0- 13'-7- 4'-0' 150 M.P.H. 11'-9' 1 13'-1- 12'-B- 4'-0' 150 M.P.H. 11'-9' 137-1' 12'-8' 4'-0' 4" x 48" x 0.024" Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Region Overhan Condition Wind Region Overhang Condition 1& 2 Span 3 San 4 San Max Cantilever 1 b 2 San 3 Span 4 San Max Cantilever 100 M.P.H. 16'-10' 18'-10' 18'-2' 4'-0' 100 M.P.H. 16'-9' 18'-9- 18'-1' 4'-0' 110 M.P.H. 15'-5' 17'-2' 16'-7' 4'-0' 110 M.P.H. 14'-6' 16'-3' 15'-8' 4'-0' 120 M.P.H. 13'-11' 15'-7' 15'-1' 4'-0' 120 M.P.H. 137-4' 14'-11' 14'-5' 4'-0' 130 M.P.H. 13'-0- 14'-7- 14.1- 4'-0' 130 M.P.H. 12'-5' 13'-10' 13'-5' 4'-0' 140 M.P.H. 12'-0' 13'-6- 13'-0- 4'-0' 140 M.P.H. 11'-11' 13'-4- 112-11 4'-0' 150 M.P.H. 11'-2- 12'-6' 1 12'.1' 1 4'-0- 15n M.P.H. 1 11'.2' 1 12'-6' 1 12'-1' 4" x 48" x 0.030" Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Region Overhan Condition Wind Region Overhanq Condition 1& 2 Span 3 San 4 Span MaxICantilever 1& 2 Span 3 Span 4 San 1 Max Cantilever 100 M.P.H. 19'-5' 21'-8' 20'-11' 4'-0' 100 M.P.H. 19'-4' 21-7' 20'-10' 4'-0' 110 M.P.H. 17'-9' 19'-10 19'-2' 4'-0' 110 M.P.H. 16'-9' 18'-9' 18'-1' 4'-0' 120 M.P.H. 16'-1' 18'-0' 17'-5' 4'-0' 120 M.P.H. 15'-5' 1r-3' 16'-B' 4'-0' 130 M.P.H. 14'-11- 16'-9- 16'-2- 4'-0- 130 M.P.H. 14'-3- 15'-11- 15'.5- 4'-0- 140 M.P.H. 13'-11' 15'-6' 14'-11' 4'-0' 140 M.P.H. 13'-9' 15'-5' 14'-11' 4'-0' 150 M.P.H. 12'-10' 14'-5' 13'-11' 4'-0' 150 M.P.H. 1 12'-10' 14--5' 1 13'-11- 4'-0' Lawrence E. Bennett P.E. CIVIL ENG! EER - DEVELOPME:,T CONSULTANT 8 T U C TA L L• YVIL INO Y TeM P.O. BOX 4363, SOUTH DAYTONA. FL 32121 TELEPHONE (3a6) W-4774 350 t3:1RBLOCK. L (813)1855 26 34677-4906 F,kX (3e5) 757455.5 LOCAL (813) 8 0-969 7 NATIO rY710c 7-800-959-3706 SEAL FAX (313) 854-2302 PAGE COPYRIGHT 2001 7-32 NOT TO BE REPRODUCED IN WHOLE 0'4IN PART WITHOUT THE WRITTEN PERMISSION OF LXd'r?cNCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) - 3" x 1-1/2" x 8" FLAT B),, 0.135" PLATE OUT ON 45' ANGLE COLT OR TURNBUCKLE FOR CABLE TENSION VLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYFK;AL c;AbL r- toU NECTIONS (a CORNER -DETAIL 1 SCALE: 3" = V-0" LAB f MIN. 2-3/8' x 1-3/4" CONCRETE MIN. 5d ANCHORS ca CAN A n.c r o rL MIN. 5d ` t -14, i,,w,. . TYPICAL CABLE CONNECTION AT SLAB DETAIL - DE/TAIL 2 SCALE: 3" = V-0" CAP Lawrence E. Bennett, P.E. I to A')(. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767f 556 SEAL PAGE Q COPYRIGHT 2001 1-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1SCREENED' ENCLOSURES 5-1/2" (6" NOMII` SLAB (MIN.) SELECT ANCHOR FROM TABLE 9-1A IN. SHEAR 607# FOR 3132" CABLE A 445# FOR 1/8" CABLE, FOR 3/32" CAB 3/8" x 1-1/2" CONCRETE ANCH RS (MIN.) 5d (MIN.) v. 5d (MIN.) yJ I i 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS (cD- FOUNDATION - DETAIL 2 SCALE: 3" = l'-0" STAINLESS STEEL CABLE CABLE CLAMP - SEE TABLE) NOTE: SEE PAGE 1-31 FOR NUMBER OF CABLES REQUIRED. 2" x 2" x 0.125" ANGLE 2-1/4" x 1-1/2" CONCRETE ANCHORS (MIN.) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 3 SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121.._ TELEPHONE (386) 767.4774 FAX (386) 767-056 SEAL PAGE C) COPYRIGHT 2001 1-37 NOT TO BE REPRODUCED IN WHOLE OR IN PART.WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES . SECTION 1 Ol L 7`c fS'iA/vcC} fvi.. f,c- a c. c. tXg- C Ar /rY w W 'flz., h,i. DI J ANc•t. f no m. C_ o f co . ,• - n 'T /, t — - T « 6 f f j, "S rt 1-s.. A rr c 1 " CONCRETE DECK EDGE DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB SCREEN CONNECTIONS 2" x 2" PRIMARY ANGLE 2" (MIN.) 1" (MIN.) 2 1/2" (MIN.) 1" x 2" O / B BASE PLATE (TYP.) 2 " x S.M.B. COLUMN 10 x 3/4" S.M.S. (TYP.) TOP VIEW POST TO DECK DETAIL SCALE: 3" = 1/-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE S.M.B.OR SB TOTAL CONCRETE ANCHORS TOTAL 10 x 314" S.M.S. 2 2) 1/4" 4 2 x 4 2)1/4" 6 x 4)1/4" 8 2 x 7 4)1/4" 12 2 x 8 j (6)1 /4" 14 2 x 9 1 (6) 1/4" 16 SECONDARY 2" x 2" x 0.063" ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS INTO PRIMARY AND SECONDARY ANGLES 10 x 3/4" S.M.S. 24" O/C FOR S.M.B. r SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767b556 SEAL PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-43 SECTION 1. SCREENED ENCLOSURES. - SELF MATING BEAM SIZE VARIES) o 0 6 LENC KNEE HOST STRUCTURE ROOFING 2) 2" SCREWS (SEE SECTION 9 FOR SCREW SIZES) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-19 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER 45'-i z wt wV)= TZo W.- COMPOSITE 2" x 3" EAVE GIRT I POST TO BEAM FASTENING SEE TABLE 1.6) SCREEN MAY FACE IN OR OUT) POST SEE TABLE 1.3) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS SOFFIT SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCURE WALL 36" WITHOUT SITE PER OR EXTRUDED GUTTER spEu4EIC ENGINEERING RISER (OR TRANSOM) WALL 0 FASCIA - DETAIL 3 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 SEAL PAGE COPYRIGHT 2001 1 -24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF uwRENCE E BENNETT, P.E. SECTION I SCREENED ENCLOSURES ALTERNATE SLOPED BEAM 2"x 5" UPRIGHT OR LARGER 2"x4'UPRIGHT 1"x 2* SNAP SECTIONS ATTACH TO 2' x 2"W/ 10 x 1-1/2* S.M.S. @ 24- O.C. OR CONTINUOUS SNAP SECTIONS OR 2"x 3* (4) SPLINE GROOVE SECTION 2'x 2- PURLINS ATTACH TO BEAMS WITH (3) #10 x 1-1/2' S.M.S. INTO SCREW BOSSES, 2- x 2" MAY BE ROTATED TO ACCOMODATE SCREEN 2"x 4* §.t" X5"S.M.B. BEAM OVERLAP CONNECTION OR GUSSET 2* x 60 S.M.B. 2'x 7"S.M.B. FASTENER SIZE, NUMBER AND PATTERN ( SEE TABLE 1.6) MINIMUM POST SIZES C6C6EDi : g REQUIRED FOR EACH BEAM C6 C6 C6 C6 SIZE (SEE TABLE 1.6) v ED ED ti x x X X USE 2"x 7"S.M.B. FOR 2" x go x 0.082" x 0.310- SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT SCALE: 3"= V-0* Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-GSW SEAL PAGE C) COPYRIGHT 2001 1- 12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES STRAP SUPER OR EXTRUDED GUTTER HOS STRUCTURE SP ING / 2 -* SPAC G / 2 ' SPACING / 2 + SPACING / 2 RF CING BEAM SET SPACING — SECTION 1 STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" V-0" 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ 2) S.M.S. PER STRAP SEE SECTION 9) ALTERNATE 2" S.M.S. OR LAG SCREWS I TRANSOM ( SEE SECTION 9) UPRIGHT . I . I TEXTRUDEDOR S/ FgNgG6F4 \ \® RANGLE OR RECEIVING FSI M ®\ CHANNEL (SEE SECTION 9 atFOR DETAILS) SCREW PATTERNS MAY VARY SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) 36" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (356) 767-6556 SEAL PAGE COPYRIGHT 2001 1-1 9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.