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Home My WebLink About205 Dogwood Dr 03-2888 Pool EnclosureT •x ls s{ 'F a }'€ +': Itr I Ih "-t CITY OF SANFORD PERMIT APPLICATION ' Permit t:y Date: 1 Z 03, Job Address: ZOO oq 000't fL , Description of Work: oo &C' e, SAC Historic District: Zoning: Value of Work: $_ In , IO s, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) 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 Units: Flood Zone: (FEMA form required for ot:h.(r thia;n X) Parcel #: ?3 - 11 - 30 ` S 9 N'l — b A Or br_ — 6 [ 60 (Attach Proof of Ownership & Legal Description) Owners Name & Address: K LA n Gf 4 4 C.wx e_ SK-e-PF e-y yoJ J/dt UnzOdt OL • __)A*JV'ek 7'1, G l / L Phone: Contractor Name & Address: i no ha T je . Z3 p Stat icense N mh her: ys i D%(U 1v, . !_ Phone & Fax: D S o P s14 A C Phone: 352 Q_7.(01 ( Bonding Company:CIMIM Address: Mortgage Lender: - _ Address: c ` a _ . 003 _._ .._ .._. Architect/ Engineer: 1 ': Phone: —_ Address: ' °% n Fax: Application is hereby made to obtain a permit to'd' [lie work d I so as n ed. I rtify tbahno'work or installation has commenced prior to the issuance of a permit and that all work will be perfoEmed to meet stan ar r g construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,; 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 la sus 17(,,, riating 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 ver' ation th ntify the owner of the property of the requireme o F rida 3. S. 2n§ture of Ow er/Agent Date Signature of Contractor/Agent Date 1' r' t Owner/Agent' N Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary-StWof Florida Date t, iD neA Zeo11a rm Commission DD043"0 Owner/ Agent is Personally Known to Me or Contractor/Agent is +' Personally to"Me or Produced ID Produced lD '?o„v Expires November 19 2006' APPLICATION APPROVED BY: Bldg J1 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ARYWAL lt$Y PVe& OFli SKgM TRTRMV8FMX c: OMMISSIONF>'s wn oa CG91se" MY COMMIS M EiO M OF FAO MAR. 25,2004 Lawrence E. Bennett Civil Engineer & Development ConsultantP.O. Box 214368 South Daytona, F1 32121 386-767-4774 386-767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractorisherebyauthorizedtousemycurrent "AluminumStructuresDesignManual" for the year 2003. Mike Hekkel Design Pros, Inc 895 Diplomat Dr 102E DeBary FL 32713 Thank you for your s' Lance. Sincerely, Lawr-3tc r.. enrlett'f a.E. ##166 G-: I---- - _, _- -- I1i897 I hereby name and appoint IMI Date: 9 - 10 - 0 3 to be my lawful attorney in fact to act for me and apply to for a Poo L c 0 4ti22 __ permit for work to be performed at a location described as: SectionTownship_ Range Lot Block Subdivision Tv cJ h %,/1 02 and to sign my name and do all t}tings necessary to this appointment In I %ee lqe- "Id, Type Acknowledged: Cou> tica = and License Signatm of Certified t, OM&OW) Sworn to and subscribed before me this Notary Public, State of Florida P • Diane A Zeolla Seal) My Commission DD043780 or n Expires November 19 2005 My Commission Expires' THIS INSTRUMENT PREPARED BY: NAME:,a,6,j LIVe aA&K-6 ADDRESS: J91ef c•R. Vjf us'i S % :.72,2,?( SEMINOLE COUNTY H.ORIDAS NATURAL CHOICE Building & Fire Inspections 1101 East 1 st Street Sanford, FL 32771 State of Florida Permit No. NOTICE OF COMMENCEMENT Tax Folio No. (PID) County of Seminole The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the Property and street address) ii GENERAL DESCRIPTION OF OWNER INFORMATION Name and address V -to'r Interest in property (Fee Simple, NAME AND ADDRESS OF FEE CONTRACTOR Name and address SURETY (Bonding Company) Name and address , Amount of Bond LENDER Name and address SEMI p, etc.) TITLE BOLDER. (IF OTHER THAN OWNER) CERTIFIED COPY oZ 6 3z77 3 1111111111 It 111 it 11ii 11 Ili m lilt t11ii ii ilfi ii 111111111I 111 i till MARYANNE MORSE, CLERK OF CIRCUIT COURT SFMINOLE COUNTY BK 05004 PG 1777 CLERK'S # 2003160465 RECORDED 09/ 11 /2003 10: 30: &2 CAM t'.11 L 1 M rttin ey Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes: illxNameandaddress 1-****%k%Y-=*-=*%k%k=k-1<**=1===1=,%k*=***%k***%k%k*********%k**%1-***=%k=*%Y=:Y•**%k,**=**%l=c%Ic*==1c c-k Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(a)7.,Florida Stat t Name and address: x::r.**x::*==:r•**:***==:t:*** x**x*:y,:==x*:*:r.:*a::x:::==**=*s:s:-x:x::** In addition to himself, Owner Designates of j To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. ion Date of Notice of Commencement gi+rrtns!f m date of recording unless a di fer nt date Z' cified., W M'CN NUMBER P Y 3CYAWSSION EXPIRE MAR. 25 2004 Sl ,,ture of Owner Sworn to and subscribed before me this Day of a 03 My Commission Expires: - Notary Public The foregoing instrument was acknowledged before me this day offs ,yl Name of person acknowledged), who is personally known to me or who has produced (Type of identification), as identification and who did/did not take and oath. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL 1,. LLFOP-, a St°:tiitiYilt County t a i I01 N. Mrtst Sl. w n90I'd 1. 32".fi t dt4"-Isla-P4tkt 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 33-19-30-5EM-OA00-0160 Tax District: S1-SANFORD Depreciated Bldg Value: $107,615 Owner: STEFFEY KENNETH J & Exemptions: 00 LAURIE B HOMESTEAD Depreciated EXFT Value: $946 Address: 205 DOGWOOD DR Land Value (Market): $21,300 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 205 DOGWOOD DR SANFORD 32771 Just/Market Value: $129,861 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 6 Assessed Value (SOH): $112,266 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $87,266 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 10/2000 03939 0422 $139,500 Improved WARRANTY DEED 01/1997 03190 1358 $110,000 Improved QUIT CLAIM DEED 02/1993 02539 0991 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 01/1989 02037 1839 $83,000 Improved 2002 Tax Bill Amount: $1,792 QUIT CLAIM DEED 12/1987 01915 1852 $100 Improved 2002 Taxable Value: $84,635 ADMINISTRATIVE DEED 07/1985 01673 0807 $100 Improved WARRANTY DEED 06/1980 01282 0536 $64,800 Improved WARRANTY DEED 01/1979 01207 1559 $58,000 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 16 BLK A IDYLLWILDE OF LOCH ARBOR SEC 6 LOT 0 0 1.000 21,300.00 $21,300 PB 21 PG 40 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1979 6 3,135 1,841 CB/STUCCO FINISH $107,615 $118,912 Appendage / Sqft GARAGE FINISHED / 594 Appendage / Sqft BASE SEMI FINISHED / 144 Appendage / Sqft SCREEN PORCH FINISHED / 468 Appendage / Sqft OPEN PORCH FINISHED / 88 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1979 1 $600 $1,500 WOOD UTILITY BLDG 1990 120 $346 $720 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. littp: //www. scpafl. org/pl s/web/re_web. seminole_county_title?parcel=3 3193 05 EMOA0001... 9/ 11 /2003 LOT 6 BLOCK R IDILL WILDS OF LCOCR WGK PLAT —Q—ESURVEY SECTION — L i prr,011DED Iti PLAT BOOK IZ I PAGE(S) An p COUiM. FLORIDA pL;BLIC RECORDS OF 5T-miuOL Ott MIT0 ci) ILS. Dol O Pw% is !- lu- Rc L 83 -4 P4 4 25E' FLS OD`4 -", - j4 CUM Mm 7. 161 CFE 7 1 SHED L J 0 h.-Y 0 Frffaftl KD017EC d7ff S Cum cin FAL. MD. FLS M. 37- IDYULWILDE GF LDCH RKBOK LWOW stx RI om PCG FOIWr OF COMP43LM CLIWIM mKrj14w— up* Pam. P19010WISIT CEUM LOM r*Gz 0WHILIMIPINX F.OLIL romyor CAM TAD PA= rowrcw tlti CA cowyjm 0=2 Ck. P. Q. rcwr or cLwa IL COODIMIDURAOW'd CA& CCWKX" mc"jwjwr PX) JL P. P. FICW Of LNK por" PCILX TM P"MM. I LOS K ZOPW rm CcVtt 4x-vqcnm riw_ romy OF, Pwvew CLWN A UMTA rAxx CAL aftlaLlax nemwoe"T ftre. r. T. rooff Cill TARIM"41cy 1119APOM F"WMARA 0 &ASSID UMM W%% tZa 4LvvAj" PAIX MOAL 04"aTED WRTH WAN31AWL04a r- FVA" saw" OT Fit. CI FlUVAA CAP THANLE-Damocm "wtjvvffrhwTm rI" mHwvux-" mom Voavff KXXAMLM*QD"fiYEMFLQWftAMZ0klL KAWD kp. rry noom sulfflvvy WANDON Leaft P"WIIIII'll L AMLEMMINOw"" By cuwa. MA= KA ft*Afioi#b 0 WTFAgM be rAeOM VOCAP WILS 4M VJOJD" TO AM XASIGIAGIM ANUM NIL manR-d*AL ww sporfv" cw pmKxm Q^ALorrocjA. A*Cowxm mom Tit fwkfp"cm no" ovvpwwAv POW" tito 0.*§J* KA07ALzpK_Va U6aTw;- illt TyrICA& unLffvgAmBAW LVID01MVIOUND LnX"lM AND POOTV" ft" PIM 160KALS3 V# Ak WATM blEnR 09MILOCATM NOTUM V.0 MAT DOW( nmm EDGE OF LLMM LOW AREA 2OKI "X" 9 N RfvMlffATE LOCMIX) a Lw loo ly"I! Ficluo PLINK; 20P% r LlkJF— PEA F. I."n) 25 KE , A" It P. OCKMES COMVEF -, ErrHM FoLr,JD NnR S,::r c4pt ff;-) Lo IRELAND SURVEYING, INC. SCAM IMFtU "M AUMA Ave" 9 VnWM PAM, FLORIDA 327912 SUrrf-: 401 - M+ 676 MS8.o FAX: M-SM APPACIVED sy PoKpom v VAT arNwwwwaso"Nowaw SC AUE: I DRAWN BY As it r mmm:m -omm, mwcn= cof im cars womt &Amos JAMS P.E. IRUMDMccwaswvoym boom" DATE- 1-31) -TI I CEMlRMT* F93MCTEKT -MLE rZ1T j OF rg=gLFLUgIM,wc iNsimix FUND XSM JORk 1AMULUNIC t JGAM.- L)AVIM' TRMULJVM t4 (LB5687) tEv Fum 1= rg JONKI 7AMULnUS j Z"l SWIM THI-MIL= DRAWING 14UMBER 92 — 97 (--9P) NJ lid ct. I olz rlj fill v 0 St=E Ti K-BRACING (OPTION GIRT (T PURI INS (TYP.) SCALE: N.T.S. SCREEN (TYP.) CA13L- CONNECTION SEE DETAILS SECTION 1) ALTERNAT CABLE x 2" (TYP } GRADE CABLE CONNECTION SEE DETAILS SECTION 1) EXISTING STRUCTURE 1. RISER WALL WHERE REQUIRED ALUMINUM BEAM TABLE 1.1 OR 1.0) PURLINS (TYP-) L SIZE MEMBERS PER DIAGONAL ROOF BRACING SEE SCHEMATIC SECTION 1) APPROPRIATE TABLES CABLE BRACING H K-BRACING (OPTIONAL) j., GIRT (TYP.) r SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING SEE TABLES 1.3 AND 1.4) V x 2° (TYP) TYPICAL DOME ROOF - ISOMETRIC SCALE:+ N,T.S.' .' CONNECTION DETAILS AND NOTES ARE•FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT SOUTH DAYTON& FL 32121w, .. P.O. BOX 2/4388, TELEPHONE (386) 7674774 i. FAX (388) 767.85M PAGE COPYRIGHT 2003 i 3 - NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. STRAP LO V,TRAP SCRtF—NEE CI Ipr--ri OR EXTRUDED GUTTER IUN t'VI'c JVr --- - -- SCALE: 3l8" = 1'-0" 2" x —" x 0,050" STRAP @ EACI BEAM CONNECTION AND @ BEAM SPACING W! (2) S.M.S. PER STRAP SEE SECTION 9) FAL 1111 2"S.M.S. OR LAG SGREWS TERNATE (SEE SECTION 9) TRANSOM UPRIGHT SUPER OR s,2 riNO ® EXTRUDED — GUTTER ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FO SCREW PATTERNS MAY VA Y DETAILS) SEE TABLES OR NOTES FO MAX. DISTANCE FROM FASCIASIZEANDNUMBEROF_ TO HOST STRUCTURE WALLSCREWS) 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7074774 FAX (388) 7874858 PAGE — 0 COPYRIGHT 2003 1-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 4m 0 5) 00 S.M.S. (MIN.) 118'x1_112"x80FLAT E 0125" PLATE OUT 45• ANGLE TURNBUC EYE-BOCABRE TENSIOT STAINLESS STEEL (SEE PER, TER A IjMEMBItRTYPICAL CABLE CONNECTIONS CORNER - DETAIL 1 SCALE: 3" = 1'-0" A ALTERNATE: USE ( 1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF a FRAME MEMBER THER A OR B 1" x 2" x 0.125' CLIP AND (4) B 10 x 3/4 S.M.S. EACH SIDE FOR CABLES A (%b MIN. ( 2) CLAMPS REQUIRED TYP.) 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE ( 386) 7874774 FAX ( 388) 70745M PAGE I COPYRIGHT 2003 1. 38 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E I SCRLENED EtN.Ci"tJ5VRF- of I STAINLESS STEEL CAOLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER. OF CABLES REQUIRED 2" x 2" x 0.125" ANGLE 2-1/4" x 1-1/2" CONCRETE ANCHORS (MIN-) di a5 IN. 3-3/4" Sp (4" NO SLAD .i DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION'AT SLAB DETAIL - DETAIL 213 SC OLE: 3" h0 5-1/2" (6' NOMINAL) SLAB (MIN.) 5d (MIN.) v i 5d ( ) SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32" CABLE AND 445# FOR 1/8" CABLE, FOR 3132" CABLE 1/4" x 1-1/2" CONCRETE ANCHORS (MIN.) 0 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS FOUNDATION - DETAIL 2C SCALE: 3" =1'-0' Lawrence E. Bennett; P.E. CML ENGINEER . DEVELOPMENT CONSULTANT ` +j P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 7674TT4 FAX (388) 7874W. . PAGE COPYRIGHT;209 1•-40•- NOT TO BE REPRooL1CQD IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. R ;ENr;D FNCI 05URFS 5ECTION 1 2" x 2" x 0,063" PRIMARY ANGL EACH SIDE SCREEN V ARIES 10 x 3/4" S.M.S. EACH SIDE I SEE SCHEDULE NEXT PAGE) 1" x 2" O.B. BASE PLATE (TYP.) Sd' MINIMUM EDGE DISTANCE SECONDARY I FROM EXTERIOR OF COLUMN 2" x (d - 2 ") x 0.063" ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/ #10 I ® G60LT 00 ' Sd DISTANCE S.M.S. 1/4' 1-1/4' SEE SCHEDULE NEXT PAGE) 3/8" 1-7/8" CONCRETE ANCHOR e a. e GRADE SEE SCHEDULE NEXT PAGE) a e 1-1/4" MIN. CONCRETE NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT TYPICAL 2"4 4" S.M.B: COLUMN 2" 5d CONNECTION MIN.) (MIN.) SIDE VIEW t^ TYPICAL S.M. OR SNAP SCREEN SECTION COLUMN CONCRETE ANCHOR THRU 2) #10 x 3/4" S.M.S. EACH SIDE ANGLE OR WITHIN fi" OF UPRIGHT IF INTERNAL PRIMARY 2" x 2" x 0.063' ANGLE SCREWS INTO SCREW BOSSES 1" x 2" BASE PLATE TYP. d d e e. • . d 1-1/4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1 6" ( 6" MAX.) 3000 P.S.I. CONCRETE MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING. OR' SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-00 Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214358. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 707-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFLAWRENCE E. SENNETT, P.E. 147 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 3'-0" 4'-0" 15'-0" 6'-0" 7'-0" 1 8'-0" 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-10- b 8'-7' b 7'-8' b 6'-11" b I b'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9' b 9'-4" b 8'-4" b 7'-7" b 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045" 13'4- b 11'-7- b 10'-4" b 9'-5" b 8'-9- b 8'-2- b T-8" b 2" x 4" x 0,050" 14'-8" b 12'-8' bi 11'4" bj 10'-4" b 9'-7' b 8'-11' - b 8'.5" b Self Mating Sections Tributary Load Width W = Beam Spacing 3'-0" 1 4'-0" 1 5'-0"1 6'-0" 7'-0" 1 8'-0" 1 9--0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 19'-11' b 17'4' b 15'-6" b 14'-2" b 13'-l" b 12'-3" b 1l'-6- b 2" x 5" x 0.050" x 0.100" 24'-9' b 21'-5' b 19'-2" b 17'-6" b 16'-2" b 15'-2" b 14'-3" b 2" x 6" x 0.050" x 0.120" 28'-7' b 24'-9' b 22'-2" b 20'-3' b 18'-9" b 17'-6' b 16'-6" b 2' x 7" x 0.055" x 0.120" 32'-3- b 27'-11b 24'-11' b 22'-9" b. 21'-1" b 19'-9' b 18'-7" b 2" x 7" x 0.055" w/ Insert _ Y x 8" x 0.072" x 0:224" _ 42'- 10" b 41'- 7" b 37'- l' b 36'- 1' b 33'- 2' b 32'- 3" b l 30'- 4" b 29' 5' b, 28'- 1' b 27'- 3" b', 26'- 3" b 25'- 6" b 24'- 9" 24'- C." b , b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11' b 31_'-11" b 29'-6- b 27'-8" b 2G-1" 2' x 9" x 0.082" x A.310"49'-6" b 42'-11' b 38'-4" b 35'-0" b 32'-5" b 30'" b 28'-7" lb 2" x 10" x 0.092" x 0.369" 59'-6- b 51'-7' b 46' 1" b a2' 1" b 38'-11' b 36' S' b 34' 4" Snap Sections Tributary Load Width 'W' = Beam Spacing 3'- 0" 4'-0" 5'-0" 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 2' x 3" x 0.045" 11'- 9" b 15- 1" b 10'- 2' b 13'- l' b 9'- 1" b 11'- 8' b 8'- 4' b 10'- 8" b T- 8' b 9'- 10" b 7'- 2" b 9'- 3" b 6'- 9" b{ 8'- 8",u 2" x 4" x 0.045" 18'-5" b i 5'-11' b 14'-3" b 13'-0" b 12'-t" b 11'-3" b 10'-F" t) 2" x 6" x 0.062" 31'-3" b 27'-1' b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-C" b 2' x 7" x 0.062" 34'-9" b 30'-l' b 26'-11" b 21'-7" b 22'-9" b 21'-3" b 20--1- b Notes: 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 combined span and upright height of 55' anc a maximum upright height of 20'. Structures larger than thuse limits 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. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 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 purtin shall include lateral bracing as shown in detail (48'-0") span Wth purfins at 6'- 8' o.c. center purlin and (2) puffins each side of center purlin deed lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P. O BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE ( 386)7674774 FAX ( 386) 767.6556 PAGE COPYRIGHT 2003 1 " 54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE tNRITTEN.PERMISSION OF LAWRENCE E BENNET T. P r SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post If Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 C, a ... n 4 Winn nt,st at velocity of 120 MPH or an applied load of 14 # / sq. ft.' Hollow Sections Tributary Load Width 'W' = Upright Spacing 3'41" 1 4'-0" 1 5'-V 6'-0" 7'-0" 8'0" 1 9"0" Allowable Height'H' / bending W or deflection '4d' 2' x 2" x 0.044" 8'-4" b T-3' b 6'-6' 5'-11" b 5'-6' b 5'-1" b 4%1C" b 2" x 2" x 0.055" 9'-l' b T-11" b 7'-1' b 6'-5" b 5'-11" b 5'-7" b 5%3' b 2" x 3" x 0.045" 11'-3' b 9'-9" b 8'-9' b 7'-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' b 8'-9" b 8'-1' b T-7" b 7'-2" b Self Mating Sections Tributary Load Width W' = Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 6'-0" 7'-0" 8'-0" 1 9'-0" Allowable Height'H' l bending 'b' or deflection 'd' _ 2". 0" x 0044 x 0.100" -, i 16' 11' b 14'-8- b 13'-1" bi 1 T'=1.1-b 11'-1" b 1 10'-4' b 9`-9' b 2" x 5" x 0.050" x 0 100" 20'-11' b 18'-1' b 16'-2" b 1a'-9 b 1T-8" b 12'-10' b 12'-1' b 2' x 6" x 0.050" x 0.120" .. . 24'-2' b 20'-11' b 18'-9" bt 17'-1 b 15'-10" b- 14'-10- b 13'-1 I 2" x 7" x 0,055" x 0.120" 27'-3" b 23'-7' b 21'-l' b 19'-3" b lb2" x 7" x 0.055" wl insert 36'-3" b 31'-4' b 28'-1' b 25'-7" b 23'-9" b 22'-2' b 20'-11" 2" x 8" x 0.072" x 0.224" 2" x 9" x 0.072" x 0.224" 2" x 9" x 0.082" x 0.310" 2" x 10" x 0.092" x 0.369" 35'-2' b 38'-2" b 41'-10" b 50'-4" b 30'-6" 33'-0" 36'-3" 43'•7" b b b b 27'-3' b 29'-6b 32'- 5' b 38'- 11' b 24'- 10" b 26'- 11" b 29'- 7" b 35'- 7" b 23'- 0" b 24'- 11' b 2T- 5" b 32'- 11' b 21'- 6" b 23'- 4" b 25'- 8" b 30'- 10" b 20'- 4" 22'- C" b 1 2e'- 2" b iI 1 29'-1' L, Snap Sections Tributary Load Width W-= upright bpacing 3'- 0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0_1 Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-11" b 8'-7" b T-8" b 0' b 1 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 8'4' b T-10" b 7'4' b 2" x 4" x 0.045" 15'-7" b 13'-6' b 12'-l" b 1 t'-0- b 10%2" b 9'-7" b 8'.11' L 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 22'-9" b 20'-9" b 19'-3" b 17'-1 1' b 16- 1 '_ b- For allowable heights at wind velocities otnerinan i[u mrn, aao •• •••- -r--^ --- 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 select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to oein1 connection to the above spans for total beam spans. 4. 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 du not exceed 8'-0" in span. 7. 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. CIVIL ENG iP: E ER - DEVELOPMENT CONSUL TANT P 0 BOX 214368• SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 7674774 FAX ( 386) 767-6556 PAGE I ! cf) COPYRIGHT 2003 ! BENNETI 1 "56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E r i SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing SECTION 1 Boam Size Upright Size Minimum Purlin, Girt Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Stain S:itcning Scr,-w , Z :" O.C. 8 x'A" 10 x'A" u12 x 1A" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full La 6 4 r 2" x 4" 2' x 3" 2" x 2' x 0.044" 2 Full Lap 8 6 2" x 4" 2" x 5" 2"x6" 2" x 4" 2" x 3" 2'x3' 2" x 2' x 0.044" 2" x 2" x 0.044" 2"x2"x0.044" 2 2 4 Fiill Lap Full Lap Full Lap 8 8 10 6 6 8 4 6 2" x 6" 2" x 4" 2" x 2" x 0.044' 4 Partial Lap 10 8 2" x 7" 2" x 4" 2" x 2' x 0.044' 4 Partial Lap 14 12 2-x 8"_ 2" x 5' 2" x 3"x 0.044' 6 Partial Lap 16 14 1:c 2 x 9" 2" x 8" 2" x 3" x 0.045" 6 Partial La 18 ( 16 1.1 2-,9... 2" x 7" 1 2" x 4" x 0.050' 8 1 Partial L621 20 18 16 2" x 10" 2" x 8" 1 2" x 4" x 0.050' 10 1 Partial La 20 18 16 Screw Size Minimum Distance and S ac ng of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 5/8" 2' x 7" x 0.055" x 0.120" Ulu- = 0,U63' 3/8' 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = C.125' 10 12 1/2" 1" 2' x 9" x 0.072" x 0,224" 118" = L'.t25" Ill or 1/4' 3/4' 1-1/2' 1 2" x 9" x 0.082" x 0..306' 1/8' C, 125" 5/16' 7/8' 1-3/4" 2' x 10" x 0.092" x 0.369" 1/•- U )5' 3/8" 1„ 2" Refers to each side of the connection oT the oeam ana upngnt ano earn *rues ui bp1jt u cunnncuuli. 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 connections the number of screws shown is the total for each splice with 1/2 the screws un each side of If e 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 oncn;rs may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided 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 s,ou 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 plwua are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9' beams or larger use 3/4" tong 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 wl H-bar; gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cct 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' 21H-Channel With J3#1O-x 1/2' EACH_ JD.E---J To 4'-6" 2' x 4" x 0.044" x 0.12" 2" H-Channel With (4) 3/4' long screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number And Size ut 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 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL I'atJr P.O. BOX 214368. SOUTH DAYTONA, FL J 12' TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE Q COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT• P.E. '59