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HomeMy WebLinkAbout173 Golf Side Cir12/21/2004 06:28 4076425548 ANDREWSP.00F o"CSO PA--ZL0-s•~mac (R CITY OF SANFORD PERMIT APPLICATION Permit tY : /G Job Address: - ` / �� CO •� C e �X/� Description of Workee"'� • yoo Historic District: Zoning: Value of work: S ts -/ Pooi Permit Type: Building Elac'"cal __ Mechanical Plumbing • Fite Sprinkle. Alarm Electrical: New Savicc — it of AMPS AdlditiortlAlteration Change of Service Tempot9ry Pole Meebanlad; Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial; M of Fixtures fi of Water & Sewer LineF X of 45" Lines Plumbing/Now Raidantlel: # of Water Closets P)umbiog Repair— Residential or Conmwcial ' C4=paaey Type: Residential Comovecial industrial Total Square Footage: Conett'uetion Type: IF of Stories: * of D.rdllog linin: Flood Zone: (FEINIA forte required for other than X) 6000 -o t{Attach Prooforowtsenhip 6c Lefa!pian) Parch tM: fix. `-� 17-3 OwatImName 41 Address; �,(�S a4226!hlp� 5 D't/Z 73 Phone: y�-. -PvLL ract6r �Rvs' IrR � State License Number: � �/�riQn Phone & Fax: K74 Contact Person- PhOrtl _ _ Bondin S Company:. _. _... AddrefM _. _. - ----• Mortliage Lender. Addrv%&: t — -• — - — — - Address: Application is hereby Tmdo to obtain a permit to do the work and instillations as indicated 1 sentry that no work or inaralistion has commenced prior W the issuance of a pe; mit and that all work will be performed to meet tfandstda of all laws Teguleting construction in this jurisdiction. 1 understand that a separate permit must be swwvd for ELF•rCTRTCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, )4EATERS. TANKS, and AIR CONDITIONERS, etc• ...0' otJtrAi _R•S AFp1mwV IT: I eerd& that Ari of t)W f 1Wgrins a 1wmadva is a0cura1e tatd floa ail work val be done in corophows with all applicable laws regAwng construction and toning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU IN IMND TO OBTA[N FINANCING, CONSULT WITH YOUR LENDER. OR AN ATTORNEY BEFORE RECORDTNO YOUR NOTICE OF COMM5NCEMENT. NOTI ; in addition to Om requitrmtsru of tbis permit there maybe additional restrictions applicable tt ills propcity tient may be found in records of this county, and there may be additional parrdts required hon outer govcmmentat entities such asnag u, state , 0 1 agencies - 71 Aooaptinee o t , is v anon II notify ehe ov�ter of tae property of the rcqutramenu o orid Sigratun GrowneriA Date S; ,ature .on car/Alert pate w 'm Ovmcr!A rat's N rrte bri Riftontrector'Agent's at1 ll i tuTe of Notary -state of Florida Date Signature of W.7uwy-Seats of Florida tate Owrie gent it _ Pe . ally Kn can to Me o* ('entree tvd t 3 Penn v Known to Me duced ID _..._� v _:. x.:ccd 01 APPLIC'ATION APPROWl'.1) 13Y: 01dg irn:al K i)' r :mtial l ,�? (,nitiu, &k ::Acts) (Initwl 8t this RENE BETANCOURT •�'""Y "`"' ryENE BETANCOURT Notary Public - State of Florida +°r NO}a PUbIiC -Stale Oi Florida • Etq�YesOg31,2008 _MyCOrrirntsdontiesOtt31,2008 . •=NNCaTxrt�ort �-,�+, 'A.•, Commission # DD 367628 Commission # DD 367628 Bonded By National NotaryFssn. Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 littp://www.scpafl.org/pls/web/re web.seminole county title?parcel=04203051300000410&cpad=golf &... 6/13/2006 of DAVID.IOHNSow CFA. ASA O PROPERTY APPRAISER SEMItJOLE COUNTY FL. n C 1 101 E. F'IR'ST ST s SANFORD, FL32771F,.7468 407 •665 - 750 (:1 .. u.. •^• 4 _. rt. 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-513-0000-0410 Number of Buildings: 1 Owner: MONTANEZ HECTOR & Depreciated Bldg Value: $204,079 Own/Addr: GONZALEZ IRIS Depreciated EXFT Value: $0 Mailing Address: 173 GOLFSIDE CIR Land Value (Market): $40,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 173 GOLFSIDE CIR SANFORD 32773 Just/MarketValue: $244,079 Subdivision Name: MAYFAIR CLUB PH 1 Assessed Value (SOH): $244,079 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $219,079 Dor: 01 -SINGLE FAMILY Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $3,721 CORRECTIVE 10/2005 06001 0603 $100 Improved No 2005 Tax Bill Amount: $3,721 DEED Save Our Homes (SOH) $0 WARRANTY DEED 03/2003 04806 0841 $170,000 Improved Yes Savings: SPECIAL 08/2000 03910 1423 $136,400 Improved Yes 2005 Taxable Value: $186,447 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 41 MAYFAIR CLUB PH 1 PB 53 PGS 7 & LOT 0 0 1.000 40,000.00 $40,000 8 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2000 9 1,232 2,784 2,336 CB/STUCCO $204,079 $210,391 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 400 Appendage / Sgft OPEN PORCH FINISHED/ 48 Appendage / Sgft UPPER STORY FINISHED / 1104 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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. Page 1 of 1 littp://www.scpafl.org/pls/web/re web.seminole county title?parcel=04203051300000410&cpad=golf &... 6/13/2006 Limited Power of Attorney IC73 I hereby authorize -! ; of KQCD Inc. To sign his/ her name o my behalf in order to apply or a building permit For the work to be performed at: Lot # Subdivision _ ('f,y Address 1-j Z (0�kzcs-.6 C C Aluminum and Mori, 4 Type or print name oftp pany and of Licensed State of Florida Orange County The foregoing instrument was acknowledged before me thisday of of ZQQF, by Frank Cardenas. (name of person acknow edging) de RENE BETANCOURT Notary Public - State of Florida Sign e of Not P blic state of Florida • 'cMYComm�slortEVk%0cl31.2008 Commission # DD 367628 ' W Bonded By National Nolory Assn. Print/ Type commissioned name Personally known Type of ID produced Z or produce identification I Fr r r r. . MAP OF SURVEY DESCRIPTION L0,T 41, MAYFAIR CLUB PHASE I, AS RECORDED IN PLAT BOOK 53, PAGES 7 & 8, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. r LOT 40 LOT 39 FNO. 1 1/4" IP NO# /� 1 0.2' 1��/j 4.96' .] L> i CL :L!; 0 0 0 0 W W Li.1 in 00 � cp 00 00 FND. 1 1/4" IP LS 2005 o" BC e�,Fys/ l S 00'02'22" W 6 DO' PLAT S 00'03'07" W A - CONCRETE BLOCK WALL MEAS 1' CM A� • A% / 33 • 0.�/ CCF - CHAIN LINK FENCE COVO - COVERED CONIC - CONCRETE CW FND. N&D CP LS 3764 DE S 00'02'22" W 6 DO' PLAT S 00'03'07" W 59,84' - CONCRETE BLOCK WALL MEAS 1' CM - CONCRETE MONUMENT CCF - CHAIN LINK FENCE COVO U.E. F_ L F-0mc. C 18' TWO STORY BLOCK & FRAME ADDRESS #173 d c; UV 5.04' 20.1 ' TRACT "A" (DRAINAGE RETENTION) FND. 1 1/4" IP -LS 2005 w« I ' -V O O W LIJ w ao Oo to Ln LOT 42 CO N 14. 1 ' 14.87 6 00 CIO Z Z v rn CONC. o DW N 7.5' U,E.� FND. 1 1/4" IP C5 LS 2005 W N 00'0222" E 60.00' PLAT 7 / N 00'03'24" E 59.94' MEAS N 149.53' PLAT 149.57' MEAS COLFSIDE CIRCLE (50' R/W) OF/ 0053-8-LOT41 NOTE: UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. N FND. N&O LS 3764 BOUNDARY SURVEY CERTIFIED TO: HECTOR MONTANEZ & IRIS GONZALEZ) RG CROWN BANK; ALOMA TITLE CDMPANY; COMMONWEALTH LAND TITLE INSURANCE COMPANY, M.A.P. THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, NO.120294 0040 E. Land Surveying, Inc. CITY OF SANFORD, FLORIDA. BEARING STRUCTURE BASED ON : THE CENTER LINE OF GOLFSIDE CIRCLE. 4515 Curry Ford Rd. Suite C Orlando Fl. 32812 PH. 407 896 4557 Andrew Perry, P. SA4. FAX 407 896 4674 Professional Surveyor & Mapper #6124 'NOT VALID MMDUT THE SIGNATURE AND ME ORIGINAL RAISED r.com LB 17064 SEAL OF THIS FLORILU LICENSED SURVEYOR AND RAPPER.'. LEGEND BC - 64CK OF CURB CALC - CALCULATED COW - CONCRETE BLOCK WALL € - CENTERLINE CM - CONCRETE MONUMENT CCF - CHAIN LINK FENCE COVO - COVERED CONIC - CONCRETE CW - CONCRETE WALKWAY CP - CONCRETE PAD DE - DRAINAGE EASEMENT 4 - CENTRAL ANGLE ESMT - EASEMENT OESC - DESCRIPTION FFF.- - FINISHED FLOOR ELEVATION OW - DRIVEWAY IP - IRON PIPE E/P - EDGE OF PAVEMENT L - ARC LENGTH FND - FOUND MS - METAL SHED IR - IRON ROD OL - ON LINE MEAS - MEASURED P&M - PLAT & MEASURED N&D - NAIL & DISK POB - POINT OF BEGINNING PC - POINT OF CURVATURE POC - POINT OF COMMENCEMENT R - RADIUS H/W - RICHT OF WAY PYP - TYPICAL UB - UTILITY BOX UE - UTILITY EASEMENT WF - WOOD FENCE LB - LICENSE BUSINESS / - NUMBER M.A.P. THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, NO.120294 0040 E. Land Surveying, Inc. CITY OF SANFORD, FLORIDA. BEARING STRUCTURE BASED ON : THE CENTER LINE OF GOLFSIDE CIRCLE. 4515 Curry Ford Rd. Suite C Orlando Fl. 32812 PH. 407 896 4557 Andrew Perry, P. SA4. FAX 407 896 4674 Professional Surveyor & Mapper #6124 'NOT VALID MMDUT THE SIGNATURE AND ME ORIGINAL RAISED r.com LB 17064 SEAL OF THIS FLORILU LICENSED SURVEYOR AND RAPPER.'. r �.---- ty-----�I Customer: Address: 42�`._- --_ City: Subdivision: A �� �ot1l --*DRAWING NOT TO SCALE 1y x) �drd�------------ Roof Type: Insulated / Pan Extrusion Color nitg / Bronze Screen Type. 18x14 / 20x20 Kickplate ( ' "kmbossed / Smooth Gutter: Yes / No # of Downspouts pi L............ iL �� I til Beam: — Doors: SCREENED ENCLOSURES J Z W Qa-a SELF MATING BEAM 3: :2 ? (SIZE VARIES) tr OLU X t - V) Z C9 tr Q w ---� ir_ HOST STRUCTURE ROOFING (2) 2- SCREWS (SEE SECTION 9 FOR SCREW SIZES) 2' STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 FASCIA AND SUB -FASCIA 2"x 2' ANGLE WITH (4) S-A_S_ (SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER SECTION I -- COMPOSITE 2' x 3' EAVE GIRT 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 91 ® 1 SUPER OR ® EXTRUDED GUTTER MAX DISTANCE TO HOST STRUCURE WALL 24' WITHOUT SITE SUPER OR EXTRUDED GUTTER SPECIFIC ENGINEERING RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 3 SCALE: 3'= 1-0' Lawrence E_ Bennett, P -E- FL # 16644 CWX EMMQEB? - DE VU0P%*W COKY[R7AM P.O_ BOX 214368, SOMM DAYTONk FL =23 TaEPHOW-- PO%767-4-74 FAX: CiW 767-4Z% PAW umv W 9YHOLE OR TH W PART WTOUT THE WRITTEN PEON OF IAVVREW-r= E BETrNETr_ P.E- ( �To R 1-27 ID SCREENED ENCLOSURES - (5) #10 S.M.S. (MIN-) - 118' x 1-11Y x W FLAT BAR SECTION 1 0.125' PLATE OUT ON 45' ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE 3"= l- 0' \ A -/ ALTERNATE EITHER A OR B 1' x 2' x 0.125' CUP AND (4) B 910 x 3/4' S_M_,S_ EACH SIDE FOR CABLES USE (1)1/4' x 1-1/4' FENDER WASHER EACH SIDE OF FRAME MEMBER t I MIN- 114' EYE BOLT- WELD EYE f CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3' = 1' r Lawrence E_ Bennett, P.E_ FL # 16644 CAIZ ENGAfMR - DiEYEZOPMENT COfCZ&7*ANT P.O_ BOX Z143K SOUTH DOYTC%k R 32121 TEUD-}�- P80 767-4774 F/VC r_"6)767-65% PAGE ® GOPYfOGm.lm 4 NUT TO BE REPRODUCED W WHOLE OR 04 PART MMOVT THE VVRTTT@! PEPJAMS70N OF IAWRE"CE E SENNET[. P.E- 1-41 SCREENED ENCLOSURES SECTION I ALL CONCRETE ANCHORBOLTS TO BE RAWL EXPANSION BOLTS OR EQUIVALENT SECONDARY Z- x (d - 2' x 0-063r ANGLE EACH SIDE OF COLUMN (SEE SCHEDULE PAGE 1-61) 2-W BRICK PAVERS THIN SET BETWEEN CONCRETE AND PAVERS CONCRETE ANCHOR (SEE SCHEDULE -PAGE 1-48) 3000 P.S-L CONCRETE NOTE DETAIL ILLUSTRATES TYPICAL T x 4" S.M.B. COLUMN CONNECTION PRIMARY 2' x r ANGLE (SEE SECTION 9) CONCRETE ANCHOR THRU PRIMARY ANGLE 1- x 2' BASE PLATE (TYP-) V SCREEN 'd VARIES PRIMARY r x 2' x 0-063• (4' SHS) EACH SIDE r (MIN.) SIDE VIEW (2) #10 x 314' S.M_S. EACH SIDE 1' x 7 OB. BASE PLATE (TYP-) 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 ' 5d DR5TMICE 114' 1-1w 318 1-71g' GRADE 1-114' (MIN.) CONCRETE ANCHOR EMBEDMENT (MIN.) 5d TYPICAL SELF MATING OR SNAP SECTION (2) 410 x 314' S.M.S. EACH SIDE CONCRETE ANCHORS 24' O.C. 2,W BRICK PAVERS �, (MAX) MAX. SPACING 24' O.C. THIN SET BETWEEN FOR BOTH SIDES CONCRETE LAYERS 1-1/4' (MIN-) CONCRETE 3000 P.S.L CONCRETE FRONT VIEW ANCHOR EMBEDMENT '>-,w A- nR I ARGER SELF MATING SECTION POST TO DECKIPAVER DETAILS SCALE: 3"= T-0' NOTE: FOR SIDE WALLS OF 2' x 4' OR SMALLER ONLY ONE ANGLE IS REQUIRED. Lawrence E. Bennett, P.E. FL # 16644 CWXevc-DSSLa.B aCON-'XXTMr P.O. BOX 2713M SOWN JAYTO►Yk R 3ZTZI TEI.®t� (386) 767-477. FAX_ (386) 7a465% PAGE ®1-49 NOT TO BE REPRODUCED W WHOLE OR IN PART W(THOIJT THE WRITTEN PBVA;SSON OF LAWRENM E TT, PF. sEenoN � S ENCLOSURES CREENEW Table 1.1 Spans for Prisiwf Screen Root Frame MW*ers . AtvmioumA� 60C3T�6 A 30r-3r4r NorW (1aelmarie� FU Sell Ms6ag Seriions r -or Ttlbabeey eoaasgamw= eeamSpaa>og 4'-0- r -Or 6'�9r • T -0r. Sor' A1lvaabla Span 1' I bgdrg'b�' er deDedton / / . 9'.or seeders r -r I er b I 1S$ b I -79-r b I 27.r bi 14'3' bI b I 1T4i b b I 20'-T b 1. .r -v s -or tr-r 1 r -r W-7 16'-V b b b rx 7-x 0.065' x 0.12r Aovhabr b '2T-1 t' b lir 11.6 1•/ berrano v er deiNeSon �d - 2'r 1- b • 19.8r b tx2'x W4W b Wr b .T$ b 6-11' b 6'-r b 1'WW-7 b 3D-' b 2-1' /b 25.3• rx Tx0.065' I%V b 9.4 b >I!� b. Ta' b T -t' D 6'-Trx3' b 37-r b 2T. b • 2S -r x OA6S t3'-4' be 11'a' b 1Q� b 9S b S-r..b S-2'14'$ 3x11' b 2W -V- b 2TS b b 17$ b 11•-C b 1Q -4•D 9-7' b 5-11 6 42-11 b 3S -r Sell Ms6ag Seriions r -or Ttlbabeey eoaasgamw= eeamSpaa>og 4'-0- r -Or 6'�9r • T -0r. Sor' A1lvaabla Span 1' I bgdrg'b�' er deDedton / / . 9'.or rx 4'x 6A4t x 0.10r rx6-x9A60rx0.tOr r x srx uw x Oi t2r JW4dr W 21r -r b 1T -4r b I 21'$ Nb.l 2f -V b I 1S$ b I -79-r b I 27.r bi 14'3' bI b I 1T4i b b I 20'-T b 1. 17x-1' b 17-r- W -r b 1S. 1S$ b ,1T4: b I bi b 1 r -r W-7 16'-V b b b rx 7-x 0.065' x 0.12r 32'-r b '2T-1 t' b lir 11.6 224 r b - 2'r 1- b • 19.8r b IV -7' b r x Tx DAW w1 bisect 4? 10- b . r b I 33 r b 3D-' b 2-1' /b 25.3• b 25-9" b rx rx 0.04rx 0224• 41'-r b 300a b 37-r b 2T. b • 2S -r b 24'-0' b rxvxojurx922r 45-1- b 3r-itb 3x11' b 2W -V- b 2TS b 26=1' b r x 9-x 0 067'x 0310r 494; 6 42-11 b 3S -r b.374, nWr. b 30'� b 2tr TbTx10-xomrx0:369'' S94i b SIW- 46=1- bW-1T b W b 35.4' b Sriaq Sec�bes 3'-0- 4r -Or AYowabla T Loud .W- Beam Sporig r r I T-9- F tr-r I94r • / betrday,'b► or delleo6on'd r x Tx o.Ow t1'$ b 1O,r b S-1' S-4' .:• T$ tr T,r b G -9r b rx3rx0A45' 1'5-1- b 17--10 b IW b1Mr..: b 9-10' b 93' b7 S -r b rx r x oAw 1S -W b 15L,11 -_k $ b1 V'174- b 11'3" b .10►-$ b r x r x oAw 31W b 2T-1• . b 2'r -r b WWX. 'b . 2DTW• b 19-2• b IT -V b r x 7- x DAW W -V b 30-1- 2b=11- b 24-7'\b 2z -9r b 2 W b 20x 1- b NoOec 1. 7hkknesm shown are'rwninar irdusby 110 11HDimal 0 Wrriess be less that oA00r 2. ThMUCUS= ucbs= desired usbg Oft steal irited b a mar*=m oanbirredipmnwdupdqMhelqltol5Fwd a nm i - apdW* hmV* d 2D. Sb&x:&A s lM 3. Spars are based on bToAiinNm of 10RI 34 4. Span a awasumd ban oerder ofbeast and i 5. Above spans da not bakaft broft d tom oonnedon b the abas spans for foRal beam 6. Punct spocig dW rot emceed 6= r . b puff for each W4 -Or an each side of the pAbsot6-r or- center puntand(2) 7. •Spars aW be irtierp All 1. Example: LftL V for r x r x OA90r se Oreee imus gNai lie sae �9 for up b a 15o M.P.K wbd load. oau�ectfon b Tricia of wal Add hodaond distance thin uyiw a arrs� MR spans greaterthan 40.Or ow beam at tre pain shat iniuda lateral �9 as• shown h i acct► side of onnler purin needbkovi bra ft bion v Ar W - 5-0' - IT -C d, too r purir and aie NlY4e1 spsnwlh Lawm4= E- BmrwM P.E- FL # 16644 enee-DEVSVFWWCoresurxrrr PD. i0rc 2b176C� 90Ut11 d1Y1pe►R32f27 . FAX PM7W4M TB�er0r� {3!w%7s7�774 rAGE r ®eo►rrae+rraooe 1 wT To ae W w WnotF ort ey PART mmtoor T1 WRff r91 vt3aras M of MwRH+C.E E atWWcr. P.E f „mom 1 SCREENED ENCLOSURES T7\1 ble 13 Mumble Post / Upright H*Wft for Prbnary Screen VM N Frame Members AMmimrorAfty GM3T; For 3 secoM wbd post at velocity of 12D AWN or an appBed load ol14 * /sem W Sedloasi 7-4r Tribodry LOW MOM W = tlpdight•SPaeing 1 4'41` 1 9.4r r-0” r -d' I r4' ANwam N Neigt'K / bending'd' or ddecdm'dr W -W 9'4r rxrxOAW V -,r b T3' b IW b Sir b S -V bElggrr b 4r b rxTx9AV 9F1• b T-11' b T -i• b FF b Fir b b .9.9' b rx3•XOOdr 1r -r b 9$ b lr4r b Fir b T$ brx4'xOAw rxvx*Awxaio0r' 20► -1r b 124; b 70r -B' b V►r b S$ b �1' b bf T-2' b Self Yarm 9 Sections 3 Lro°d 41" ' S4r I W- AliowAb height 7r l T Load Widh W s lfprtgbt 'r -0r• I � F -V 1 r -Or T K4r' ADowable Height 7t'! ben&* or detfedon'd' 9'4r I FF r x 2' x 0A4r rx4'x0A4Sx0:t00' 18=ir bN2W-Ib b Tor'WbE 13=1• b 11-11' b J'rr b 'tor -4' b 9-9r b rxvx*Awxaio0r' 20► -1r b b Wr' lf-r b •14'-9' t9$ b 12-10r b 1Z -r b rx Vx oA50'x0.t20' 24',2• b b i i'4T fa$, p 1T- b tb=10' b 1� 10' b 13r 1r b rxTxOAWx0.t2r 2T$ b2'r-r b 1r4r b -3', b .1T -lir 1B -V b 1S$ b r x T' x 0A6r wf insert W$ b 3r -C b -t•. , b 25-7' b .23$ b 2Z -r b 20r 11' b r x 8'x 0.072• x emr 39-r b W-ts • b 2f -IV b 27-V b 21'$ b 20r-' b rx 9'x OA7rx 0.71ir 39-2"' b 3Z -0r b ?9r b 26► -1r b Tit=11' b 23'x' b 22.0"' D rx 9'x OA02'x 0310' 41-10" b 3t:$ • b $ 29r•r b 2T$ b 2S$ b 24'$ b rx 10'x OA9rx 0.360` 50x-4' b 43=7' b -1r 35-7' b 37--11' b 30--10r b 20=1' b Snip sedom T -V Lro°d 41" ' S4r I W- AliowAb height 7r l W= R Ch 9 Tor' r4' V or defkdoo'4r 9'4r r x 2' x 0A4r 9=11' b 8'-7' b T$ b Tor'WbE W-10 b SW b rx rx 0A4S' 12$ 11'4 r b 9-10" b Wr' b Tor b r x 4r x t1Aw 15-7' b 13'$ b 1Z-1' b i i'4T b V-11" b Z'x E'x 0.b6Z' 26' b 22-10' b OW b 1r4r b.1ST' brx7'xilsr $ b 2S$ b 2Z -W p 2D$' • b 16-11' b ,� �w®.e ,ayes as waw o01er IIran 1� , see osOrrVelsiop fable 1A on specMcm5*n Page for tables at file begiryen;o ownNO web 0.idross shah be less2 L ig saebn penddwrVakngmH3. ADae I PW is do notbofIneebraces Add 10 kor i dtanoefromupightmoanlerd1 camec6on bfAe tes beam spans. 4. S+le specific nxpied to pool end0stses oMe Win men goof hdgK 5� Height k b be from Denier d beans and uplgM oormedor► b fascia or was aomecri p cabs d x r x 0.004' a*L end set 6 3V in heV* can be considered as>esiddslai guardrabt ale sumt ed Wirt P 0'10 x 1-111 &K& rola file spew bosses and do not exceed TV b span. 7. Fkii0ft be inlepo1-1-1 CHECK T 1.6 FOR MOM6{1M t1PRfGiif SIE FOR BEAMS. IPSP FOR � M0►OSURE CATAGORT ANWM wpi�NED WHIM TMM M MFt1 ARE R8 011 51-91CiFlCAT10N PAGE FOR TABUS AT THE.SEOMMG O TH0 3EMDN, Lawrence E. Bennett. P.E- FL # 16644 Gmeaaa m-oaysw.e+rcormxrmwr P-0 9= 214360` 50VM VAVTG k FL=%M TBOMM p"7p�77t FAX- Fi "IM -SM 1-68 I ®oov+►wc+rr2aos . W0rT0et: FtWR0 lCW M wnoM OR M PART W M kff Tne wWMM P9OG$W" OF tAwF&6M F- otss+Err, PE SCREENED ENCLOSURES Table 1:6 uprWd Saxs and Nw- lbO OI Soars fcf rw.n is ..ie.Mr a, lte n SDIiir3eto SECTION 1 l� f w .......--- __� — - P1aft Deck WIND llinbheiah Naeaba' of Screws' Beare �9 upftu sq7- 1 a Knee eta. sax*- i6x •. s10 x 7�L• #n xw- 24r rx r rxrxmw 2 Ful 6 4 4 - 08 rx r rxrxo.Wr 2 F++� s s 4 4 81 rxc rxrxo.Wr 2 Ful 8 6 rxrxoAw 2 Full 8 6 4 6 "o 2'xrx0A4r . 4 Fd 10 8 8 #t0 rxrxoAw 4 Parftal 10 8 12 10 #12 rilrXo.Wr 4 Paul 14 14 12 #14 rxrxoow 6 Padd 16 '18. d14 rx3'xo.Wv^ 6 Pallial 16 16 i6 814 xrxo W 8 Parial 20 20 1s 16 . $14 4x0.060' 10 Pao" scrow S'me Dlsbnea and d screws Goss" Plat TAidness Edna TOTA~ C WWTO Center Sime Thickness y l� yg. r r x 0.05s x 0.12Ar 1116• = 0A6r 318' ala- x r x OA7r x 02W 11Ir = mur d10 it 1. 21xVx0.072*x02W 118'=0612V #12 3W 1 yr r x or x oABr x 0_30V lir = 0125 X14 or 19' 1-3W r x 10' x oD. w x 0369" I S1r = 02r Or 7w 318' i• r - Ike . 1. Cornec$w d r x r to r x 3 steal use a U Tap cut or 2 Al gusset plate= smelt be a'nVA rm d 5= H32 Alby 3. For beam spice oorshetdorts llhe number d screws shown 4. The number d sal ws is based on the msodmum 5. The number of deck an dechors is based an PAWL R T be used The number shown is The bW ase' 1l2 per 6. Hollow spke -w- a ctions can be made provided 7. if a larger tlrdn rrhininaon upright TS used the d CUL 8. Al bean b updW eornectiofor r x 7' a required for n ns nsard a gable spice 9. Fw gusset plane oo - o rlir rs rx r onager use 10. The side wattight uprshat have a beam Sim 11. Corned beam b updgttvnl obw. pleb or angle 12. For girt she use upriglt sae Q* x n Read the r x Table 1.7 Minirn Sas plaw Oi a ff&a M m yield Strerh9llh d 23 lsi. Is toW for each spice wph W the screws on each side of the out 0190 beam. load dale for 2500 psi conaefe and l or equal ahc m may oomeco m Is by the ergh P a spews b the for each spice wM 112 the screws on each side d the larger steal have sn ' cr odemal gusset plates -Gusset Diems am 3/r Torg screws. as sAown above. ie:. a r r uprlgtt shag have a r x 7 beam. tips for each spice wlb the snows on each sided the out 0 %parte row for mite. giht d x r x o w. Sure Knee Braces and =Irwvb i Requ bW 6063 T-8 Brace Lwhgtlti Bousion W -r -Or rxrxoow r Haharmal WMA #10x Ur EACH SIDE To Y -W r x r x 0.04V r Hti7 wmd WMIr #io x lir EACH SIDE To 44; r x4' x ODW x air r HChennel With (4) 31r WQ screws (size b be deleM*wd by beam sitz: see taDte 9.8) (See TaDis For HumberAnd Ston Of SCMW) Note: i. For bhee braces gnmOx Hien 4$ oertaet engineer for speaTCaions and delais. 2 beam data: shown on page i -W steal be used for host sbuckm aaachrawd when► kneo brace aooetds 4$. Lawrence E Bennett, P -E_ L # 16644 oW&jGVASW-WMo,AWffCW4UAW PA. WX 2143ee. 9011TH Dr►YROha� R TVJ94 xm fig)" F.tTft FA1t PM)T6 -UW PAGE ® corYrochrr:,ar 1.61 rhOR TO BE �Otl W WM M OR e+ PART Wrr lMn THE WWFEM POMaSSOM OF L W GNM E 819, T'T. P£ SCREENED ENCLOSURES STAINLESS STEEL CABLE CA4E CLAMP. *t SEE PAGE 1-41 FOR NUMBER OF CABLES REQUIRED r SECTION 1 r x r x 0.12r ANGLE 2-1W x 1 1rt CONCRETE ANCHORS MKI DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW TAIL - nFTAIL IR SELECT/WCHOR FROM TABLE 9-1, MIN. SHEAR SM FOR 3W CABLE AND 5940 FOR 118' CABLE. FOR 3W CABLE (1) 1/4'x 1-1x1 CONCRETE ANCHOR (MIN.) 0 5d MIN. I`\ `` 5d ) NOMMAL) V SLAB (MIN.) . tiJ PS.L CONCRETE 6 6 -10 x 10 WELDED. WIRE OR FIBER MESH AL _nFrAI SCALE 3' = T -M / Lawrence E. Bennett, PA FL. # 16644 cm ems. oE+�soverroonmu�rMrr P.aeootn�aee�sovn+aarta�w.a¢m TB�F101E (3l6j78F�774 FA1C p!6)76T�5S I iARiE A mvnOGNf 7D04 I:WFCM t ;IT th EDGE BEAM (SEETABLES 3JL1.1 & 3JA1.27 .. - i'xT MK 3_1ir SLAB ON GRADE YARDS OR RATS® F001 M TYPEAL S+CRE M ACR'YUC OR VOM RWU (FOR FOOT*W SEE DUM M SOUR ROOF TYP FRONTVIEW FRAMWG PAGE 34437, 38, OF UPRX;Hl i IS MEASURED FROM TOP OF 1' x 2' PLATE TO 907 TOM OF WALL BEAM] tW LOAD WIDTH' FOR ROOF BEAM ALTERNATE CONNECT1 N 'P!I 72 @ FASCIA ALLOWED SgE BEAM AND UPRIGHIM (ME SECTION 7 FOR DETAXS,' (SEE TABLES) �y Oit Z ��.. SOUR ROOF X NO MAXDAJM (ELEVATION SLAB OR GRADE) - P = PROJECTION FROM BLDG- VARIES LDGVARIES VARIES LW = LOAD WIDTH NOTES: 'P• VARIES 1: ANCHOR 1' x Z OPEN BACK EXTRUSION WI IW x 2-J/,r CONCRETE EN FASTER MAX OFZ•(' O:� `+ANDVIIIWVFACHSVEOFUPRIMfTANCHORI-x2TOWOODWALLW/I ox2-irrSAt&Wf WASHERS OR #l0 x 2-111 WASHER HEADED SCREW Z -(r O.C_ ANCHOR BEAM AND COLUMN INTERNALLY OR W/ANCHOR CUPS AND (2) 08 SCREWS WI WASHERS a EACH POINT OF CONNECTION. 2 SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR P2 ; OH 3 SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 34.13 4. ANCHORS BASED ON 120 MPH WIND VELOCITY_ FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSIOM 1100-1231 130 140 150 #8 X10 #12 dti2 TYPICAL SCREEN ROOM SCALE 3H ' =1'-4 r Lawrence E Bennett, RE FL # 16644 MXV49V49M-VeA3" d&ffCQpaM7IMr PD MX2M36a 30UT 10^Woftq Fi3ZM TEUW" ME 0097Ra77i FAX P80704M L- { ® G0rT Pff2 @ 3A-2 IIUT 70 BE RE'DROOUCa> m V"V[E OR IN PAW VgrrHMff [1fE1rPFOi-rEM P OF IAVOteOM F_ Sem T P F GLASS & MODULAR ROOMS SECff M 3B RIDGE CAP _ #8 x-Ur (3) PER PANG_ - x 12' @ W OJC- r tm �� xg I � x x x i BEAM STUDS ev (nrPICAL) RECEIVING CHANNEL (6) 08 x 12 S M. S� TO STUD AND (8) 98 x 142P S.>A& r r TO BEAM r r --7 .� 1 pOO- r xg W MAX I ' ' rx9,S_MJBEL- x .. .. ALTERNATIVE BEAM su GLASS ROOM FRAMING DETAILS SCALE r T-(r Lawrence E Bennett, P-F- L # 16644 cm_oEvsoo.�evr �wr P.O. 80DCZMM SoUng MTCUk TP""QW-- rAR70-4M FAX jAg7W,%W ® f 7�� ►ACE NDTT0 ee REPR0 XW i, vn+oM oat w PARI vr""Mff TM V"WffB+ CH OF EAV" NM E 08&40 T, P-E .3B45 .CMM 3A SCRE* ACRYLIC & 'VINYL ROOMS ALTERNATE CONNEC raN DETAIL r xrVWM SCREW BOSS (2)x10 x 11? s: am wo SCREW S06S ANCHOR 1'x r MTETO CONCRETE VW IW x 2-1W CONCRETEANCHORS VV[M T OF EACH SIDE OF EACH P06TAN D 2T O.C: ux MOL 3-1fr SAAB 2500 PS CON.6x6-l0x10W_W.LL /pRM MM S 'VAPORBARRIER U �D R CONCRETE l t _ -ice• � • • . ' ALTERNATE HOLLOW ANCHOR r x r CHANNEL TO CONCRETE WITH IAT x 2-114't',ONCRETE ANCHORS WITHIN 6' OF EACk SIDE OF EACH POSTAT?r O G MAX OR7HFtOtPGH ANGiEAT24' O-C.MAX AID& 3 -Ur SLAB 2500 PSI CONC 6x6 -10x10 W.WJ WI OR FMEFi MESE! VAPOR BAIL UMDE t CONCRETE ' TO BI ,r BEAM MEADER ANGLE CLIPS MAYBE SUBSITIUTED FOR WTEJtNAI SCREW SYSTEMS WK (3) #10 x I Ur S.M.S INTO SCREW BOSS 1' x Z EXTRUSION 1-1fir MIN. IN CONCRETE BASE AND PATIO SECTION Lamence E Bennett, P.E. FL# 16644 -cxvsc�iroo�uuwr PA. Bm(2M'16�.SWTHM1rip1RF13ii2T Tao4 me pewf -am FAX: P"MGM CTION TO UPRIGH TO BEAM DETAIL 3'=r4r (4) #10 x 1/r SAILS. EACH SIDE OF POST H -BAR OR GUSSET PLATE rxr0`Rrx3.0RrS" MIN_ (4) It10 x 1!r SAK.S EACH P06T I- x r DCTRIISiON 1-1A8' MIN. IN CONCRETE E 3A-4 ®� i+Gri7p BE A�RODIJCFD a wriOtE OR na PIJiT w!T►/arr 71¢ wRfripl vg�yr�s ro � .vroom. -c c o�.��.. - r • SEE TMM 3A - 114' x fi RAVVL TAPPHt THR0" ?'x ZAND R0W LOCK NTO FIRST COURSE OF BRaM ALTEM ATE CONNECTION OF SCREENED EXCLosuRE FOR Bi3ICK OR OTHM NOW SIMcniPALKNEEWALL YWIDEx oMr7mm STRAP EACH POST FROM POST TO FOOTING W! (2) #l0x3W SAZ STRAP TD POSTAND (1) U'Cx l-3WTAPCON7D SLAB OR FOgr NG SCREED ACRYLIC & VINYL ROOARS SCAB 3/,r=1'-( r (1"S 0 BARS W/ Zr COVER (TYPICAL) WALLS IrUKR) #s BAR cora_ 7YPE 10 STEEP SLOPE FOOTM > 1=10' shown are based on a minimtan sof bearing Pressum of 1500 PGE Bearing PbF to Placing the stab, by Saki M* test or a sod tesSrg lab.Y of sol 2. The stab / be Cleared of dem roob.� arnd 3. rtc tooting other thar:31R` _ cmyV a� Prior m placement of ooncY,�te. from the host much" are* -'� slab is requared eccePt r en 9 erosion Hard the projection requied. AN slate dW be 3- 20r -O _ Then a ak*rxm of a Type q footing is IL 4 aadr "'Wfibeririesk Fftmwsh® pa wih 6 x s -10 x 10 welded wire mesh a motion may be used ib bet, of wire esk e3ln�O1n'�IY llbenrnesh MD) permauUMner s 5. 1f bcar bufdrg codes recjuie a minsrmrn C0&- Local code 9oveUM looft nrse Type 11 ***V or tctrg section required by b .rat (See adMonal deW forawdums totaled in Orange Cmdy, FL) 6 ti a carrier beam or fourth vraA b'arne isvse a Type ti . footing rr>inimurn. sem-FOOTING DETAILS SCAtE 3�r= r -or _ Lawre Bennett, RE- FL # 1664.4 oerauosrevroa��,�, TEUW#WWMt3si17�TTtRQi 3A-38 ®con►r�rr�s.r - . �� wa+yw tEOR"Poor-- StMN 3A ! SCREEN, ACRYLIC & VML ROOMS Table 3/L� 'i -'t10 ADoNrable Edge Bea�ri.$pans - Holbw 6�7asp� Ur Sweea, Aayft air Yw* Room ai Yf0 WH velocmi osinq j0Od O# 1i ASF (36#)SF%r U=L Cam T� rxr:aO4s' rxrxa068' �Yet s0a.1-r -War a�4,e�on • t ood �aaC sOv,,, t r daq W a dt4"cfim . iZ 3Spr�s ssca. .rsLcamormw MIdIbQt� 92 ;4somMOL s S-4 d 6:7- d 49• d 1=r d s s sd' d "r a 7 =r a r$ a 9-Vd �T d swd r -4r .d 7 c SLr d 6=7- d S$ d r -r d 4Ar d 7-1r d S•11' b Q it d d F -r d S.r d s 4- ' d S$ d SLr b' t-ir d. i 4 -IV d 9 -Ir d G -r b r -v d 4 4:$ d SW d- F- r b 0► --W d ! 4$ d b' -!i- d W -1r d sw b i0 4-r d 59-r b 4' -' Ir b Q 10r d ib 4$ IT it d 4-1r b 4A' b 0'-W d Y! 4-4' d Ste dS� 12 T -7r d I 4$ . b 47- b W -W d 12 47 d S b Or 10r d 3'z rx 4a4S' -r b I=1r D Or t0' d x7•x 4i!! �rrC 3pw� 1'/ Deod m W or deAecboia •cn Load Mxt Sbon'L /pandws 'b* tit Spat i Spar Mlidm (� or deeec 3 Z Span 3 Sboar 4 S�oq �� 5 S� d T$ d T,7' d T -V d 6 S -d d T -Or d 3 8r -d O Ir -;P- d rc 41 6 T�Z d rte"' d 7 sw d V_r d IV -W d T -r d i S$ d T-17- d g�.q• d 1'-3' d a s� d 4� d G•4 d r- r d 7 7' d s T$ d r-�C ic3 d 9 4-ir d V'_r d S$ d OLir d S ia• d T-? d 9 d i =Z d i0 4�J' d 5' -Ir d S -1r b D -1r d V_r d 61r d iO 4$ r- r 7t r -4r d S -V d S$ b 0 -Ir d d G$ d t1 S d S -9r d i -T d 12 • • d-6• d 5-7- d '3$ b 0� ti- d b'$ d t2 3=r d 6r$ d 7'z Tz O.Ot'S tx �x Ot050r 6'-&'d• i, -(r d iii' S�� %•% (bep�j Or • WkNbM 1&2 3 S�o0 4 S LOOd will 1• % NidaA 7bf or 12l7 ,son d% a 2 3 Sparc 4 Spw Mail 5 T -S d 9'-S d 9$ d r-lV d 6 r- r d S -S d S d 1t -1r d over 1-11' d 12-2 b V4r b 1'$ d 7 V4r d r-� d 8%..rr b g T_r ?-i d iT ' 'd b t -10r d -4 S Ste• d T$ d b T$ b' r r d 7 S-8' d 17-r b t0'-3' b T -r d d T-4 b T -i' . b .Tom' d s V-11 b 9 S-7' b i' -r d 51-ir d. C ti- b 6r$ b r_ -r d t0 it S••9' d B -d b S$ b r -r. d T$' 1t b r•7- d 7- d 5 - B -r .b S -r b r -r d TS d S -d b S--? b r$ d f1ot� T -r d $-7- b 7'-i0r b• d 1_ Abase spans dp not md3tde kn9 b of bwe bsaw- Add bmkm al diaianoe into wnrxxbon b Vie above suns far btal bears sports:d carder dbcaoe tD beam 7- 406may be awrence E_ Bennett, P_E_ FL # 16644 0VX_ 7JD BOX Z'QM, SO M GftyM"kFt32M Mora p8"7w 4Is . . FAX pO -M-GM 0 aw A-10 wriww" NOT M BE FtUMDtXW " WHOLE OR ri PERT umurti rr. - se=oN 7 SOLID ROOF PANELLPRODUM Z 7: !A Alia+wfable SpOms for lam/Standard row Panels far Varkms Loads \ AWsstwwa AOo7/ 3105 H-28 • sbucftwm Vrmd Resioft iaZ . 3 spm 4 spm sov en Rooms eZ4 sarm Giass a Moddw Rooms OftdM 3f ist r19$ open sbw - 1J 1P w -iv 2z -S w -r 1Z$ 1s-1►'� jurEw rra+a 1i0 is -3' Rocc a A cwem 13�r Eocbmd W-5— Cas a' r Resjon 14-1x• 3 - 4 1aZ .ATZW 1r IOr 4 tat 3 4 10r -r 73-" spm spas spew spw W -r �� SPUR _PER 1O' -i- 10r -6r . no 14-a• ar tS4 13$ iFW lr�r 1T�2- it -3 u�- �-� 110 u -r r !G -r fZ$ 13$ � tOr-s t3W K$ 3 =1r TZ -C 13.4r 1r Ir -W 1t' -W 13-8r10r 1s -s W -Ir 1Z-7-T_9r vwr� 1r-4' 1?31�H 13�' 1B$ irw ir4- is -r 9r -Br t2'$ 3-g' 139 WH sz-sr W—W F -W i1',2' 14-7- 9$ tr 1r-1� 3-�- s�o tQ r rr� s -er tQ,• 1z -sr a -Ir -r . sr3' 3-4' isa,rrr tom r szs t soar tz-� tz-r Ir -c -las so►� 3-r sbucftwm Vrmd Resioft iaZ . 3 spm 4 spm i spaw RoomsPPM 3 spmv eZ4 sarm Glass a R000fs UZ 3 4 -vw spw -VM N Roofs 100 MP1� ist r19$ 23-T 1J 1P w -iv 2z -S w -r 1Z$ 1s-1►'� jurEw lr_w 1i0 is -3' 19S 19-10r 13�r Q W-5— vFF 14$ 14-1x• 4-0r I" TSF! 14-r 1r IOr 19F-2- 13-r 1 i� r 10r -r 73-" 13-11' 4W iZ3 Np}) 14-r W -r 18t4r i2'- iS-1r 1O' -i- 10r -6r . t3$ 13-r 3=1r i39 a" ix -9r iFW irw i7w 'Nsw t.'S;r 1012- t2=1r IT -r. Uol�ti tO►-tr 13$ 13'8r U 1r 13$ K$ w4r TZ -C I lx -r 3$ iso WH 10-11- IT -W I 13-8r10r 11- 13-6• 13 9-2' 1r-4' sr -7' 3'-6• - - vrmd R_15Z open span 3span 4 SoseenJaooais a AUPOwd Coneys tat 3 4 span span 5wam a Yoaubr Roown Enclosed tat 3 4 SPM span oveghm9/ Ca.,bierYv N Roofs t00 MPtI 1G$ 6r 23-T tr-tOr 2T -0r 2z -S 10-7- S -r it r 4 -Or 110 iS$ -9r 23� t6 r 2W -14r 2r -r t3 -W -9r 194'44r 12o w n1 it-1Or 2z -0r 2r -w !sLw w -or 2w -r w -1r ta=r 1O'3' �rw 173 WPH rr-r 2r� Zr-14 r ig-r 19-V 17 -Ir t2•S 1 Is -Ir 444 130RM"M 1- 2D-4 2D-rW 14a- lr4r 17--r 11=11- t.'S;r WWI 4-4r 1401"1r 1s -9r iro-r Ir -9r is$ iG Y 1i'-4' K$ llr-w 44r 15p IAPB i 9' t.►^ -r 1fs-1-12'-9r ismer 16 r 1G$ t3' -8r 44r Idol-; TO" pang width = roan wid1A *, vM5 VFAM •► orCflfa NJ - Lawrence E_ Bennett, P_E_ FL # 16644 avc oma- OEV80PMSWC OMS UaMr P.O_ wXZ7,ow. SOVM DAYioKJ%lft 32721 TB "ONE CJM7W-177 FAX Pe6)7•t -ms G 7—JV �/� ®oovTroG+fT7ses - NUT TOW_RV"OOVCFAm1M ME ORfNPART VrfT XARTHEV"VrT9;PMU SS*"OFfwvmsarsF aFswF[T PF l,,M [ � SOLED ROOF PANEL PRODUCTS ' Tabb-r.IA ADoMrabie -14mm for bre-%bndMFd Compoe;itot hoof panels f" Yaswffs toads Akmnbmm May 3105 H -U or 1-25 to EPS Cow Density Foefa Tx 4a' z OtOlt' Peons .. Mod R+e�on opm 3beacoxes Mpm*-4fopedRoo9 1a2 3 4 Ii Spew Spon spar Soees iZo m aAfcAedCairess aZp - 4 pew spow Spon. Glass i Modda► RDmw 6dosea. M 3 4 spew Spit Spew Oretl:aarg J Can07�wps An ROMEO i09MPH 1r -r tv-4 1FEW itfir 1v� 1T-tOr tr-r =.r f3� � N41M1J 164 i 1v� 14-2' tRW 75.3 10•-8 tZ-fT 1T$ 4'-0' 1 o mm 19-2 Ir -r lr-1o' i�-3r i¢1or i4� 9-g' 1D►-tOr mr W r 123MPH 14-W 1T$ te-r 12-11' iv$ 13=1r 9'-V 1W W -W Fir lu mm W t 10r 13$ FrEr 13S 13 w 9'-0' W -r PW 3.'r f40MPN W -W 1T --r W -10r W -W Tr -r WE v-4 W -C 9'-0r Z -1r Ii4MPH 1tK8 tT-r 10'1or ?v -Q 1T -or tv_Iv T-6' v$ vi Z -to' 4'x 4t x Maw Panels � S, -oil Reans alas a ModuAr R"o ore dwW91 lvaad Yow,sEopeaRod Sow= Rooms aAffachAdCarers G9ass S Momow R000K Enclosed IT" Mono3toped Root C=LWVQ I�GZ 3 4 tat 3 3 IM 3 4 m spa � Spon Spew spew Spon . spow span Spon Rods 104 MPH 2D -r 2Z-11;• 2Z -Z 19x-6' 2r -1v 14$ t� 15�' 4•d 110 MPH 20►•4 2Z-ir 2Z -r 1r-11 ' Z� r4',�zoNrH ?r$ tT,7' 13=Z' 12.gmMPH 1vLr 2D3• 19 -tor W -V 2r -IV 2r -r W -W iv$In Liz 1G-4'?S-ti' Iv -3r 14�' f^rt4 MM 1v$ 2T -0r .2v-4' i3� tv-r194MPH 1T-7' t2 --1r tZ$ W -W 10►W 10►$?59MPHer tE: J' 193' 18-9r 14-$ 162'149lIPlf g►$ �rx4frx0�Ci0rParrels 1T10r t33' r 133'f50MM s .es s 1T-18 f3$. tSr" t33' �� 9r� tv-3r 9►ir 3.4 ' 4'x 4t x Maw Panels Open 51ti+cftwes Sow= Rooms G9ass S Momow R000K Owparg IT" Mono3toped Root a Mach" Covem Endos+ed Codiboat p faZ `3 4 fat 3 4 192 3 4L SPM SPM S� VM . 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Bennett P_E- FL ## 16644 v� ecac2ss�SOVi1s0V►YTo►a►R32t2t T�ia+E p0ij767-�Tls FAX (3a6)767lf�i T-32 ® �RJRli7D0� r+o'TTo eE RFp ra +,y►+o[E ort a asuzr wtiHpt,� 7� . t'�ip� PF7i1i637oK OF uw� E 89aE:�T, PE SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3/21 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Akmnwrn Alloy 6063 T-6 'nd at 110 MPH velocity' using design load of 11 X/SF For 3 second nn gust Tn'bt b Load V"h W = PuMn Spacing Sections T -V 4'-6" S -0'I S-6" r FOP I S•-6" I T-0' T � lrxrxo.ow Allowable Heigh 'K / bending V or detleC*m 'd' Hollow gs b W-Wb 8-2' b T$ b r4' b G-11' b W -r b F -T b 'F -r b F-11' D r x r x o.oss' Hollow —Fir -76 91$ b T-111' i' b 6'-V b T-11' b r -r b T -r b 5-11' b G 9'' b E4V b r x r'x 0.045' Hollow 11-' b IW -V b 9'-9r b 9'-s' b VI -9r b F4' b T-11' b T$ b r -S b r-2' b rxrx0.wr Hollow 12=9' d 1ZZ d 11-r d 10--11'b 19,V b 941' b 9'-G b 9=Z b S -W b W -G b r xrx 0.045 "DOW 12A' b 11'-r b 111-0 b 10'$ b 9'-10' b 9'-5 b W-11' b 8'-8' b S- r b W-1— b r x r x O.Drr Hollow 15—r b 15-1' b 14-1' b, 17-7 b 1Z -r b 1Z7 bl 11' b I T -W b 10r$' b 10'-' b r x 4'x OAA SAJL 19-1' b 1T -W b 1G -G b 1v r b 14-9' b 14-1' b 13WV b 17-11'b 1Z-5 b 1Z-1' b r x r x 0.050' sm mL 23-r b 21-10r b 27-V b 191-' b 18-3' b 1rW b 1G-5 D 1G41" b 1'9-r b 14-11' b r x 6= x 0.050" Ste. 2F -I' b 24-r b 22-r b 21'-7 b 20'-2' b 19-r b 18'-6' b 1T-9' b 1T -Y b IF -F b r x r x o.044' Smp 111-r b 1 V$ b 9-W b 9-r b 8$ b 8'3' b T-11' b T -r b r-4' b r-1' b r x 3x 0.045 Snap 14'-4' bi 13•-4' D 12$ b I T -9r b 11-Z' b 10'-7' b IW -r b 9'-9r b r 9'-r b 9-1' b r x 4' x 0.045" Snap 1r-7— b I 16,,r b 15'-3' b 1 14'-4' b 1 13-7- bl 12-11' b 1Z -V b 11-11' bl 11'$ bl 11-1' b Motes: 1. Above spans do not mcJude lend of knee brace. Add hor¢ontal distance bom upd9M to ocher of brace to beam cmwm;dvn to the above spans for WW beam Spens. 2. Spars may be kAff1 date& - Lawrence E. Bennett, P.E. FL # 16644 CrvX SWPVWR - DEVEiOM18VT CONM&T"T P.O.6ox 214366. SOVM oAYMK%R 32121 TEL®110W: M07M-4774 FAX: MO 76 -OM d� SCREEN, ACRYLIC & VINYL .ROOMS SECTION 3A Edge Beam SPans - Hollow Extrusions Table 3A1.1-120 Allowable For Screen or Ynyl Rooms design load of 13 #!SF (43ISF for Max- CanbleveT) For 3 second wind gust at 120 MPH velocity: using Aluminum Alloy 6063 T-6 r x r x 0.05x' ,- 1. Above spas do not :,dude Add f rom qNW w C~ of aaoe beam corrnecDon !o the above spans for Local beam sp8m- 2. Spans may be kftq k ted- Lawrence E_ Bennett, P_E_ FL # 16644 UM&jGpjR5R-DEVFL0P"WFC0NSM TAW P_O. BOX 7143M. SOUTH D^yToNk FL =21 TELEMONe (388)M -77a FAX POO 767-056 © COPYRPGW 2W40F LAWRENCE E SUN�EM PF.. NUT To DE REPROOL CE.o n+ WHOLE OR LN PART wm+OLrT THE vYRn1EN PF}i1BSS10N PAGE 3A-11 F?OM : TR 1 N : TY MOTORSPORTS FAX NO. :4073221,1707 Jul. 25 2©05 05: 22PM P2 MAYFAIR CLUB HOMEOWNERS ASSOCIATION, INC. Request for Architectural Review Board Approval The request is to be completed by the homeowner and submitted to the Architectural Review Board (ARB) for approval before any work commences, If you have any questions concerning this application, please refer to your Dedaration of Covenants and Restriotions or contact any Officer of the Homeowners Association. NOTE: All requests must conform to the local zon!ng and building regulations and you must obtain all necessary permits if your r equest is approved by the ARB. This request is valid for 90 days from the point of acceptance. PHONE: �1d7-G�8�iR6i R - Com[ vas• V.aa�?70Q Describe the chane Q.e. - porch, encicsure fentj, stc _) _ I Location: Attach • a co of Ian showin location of addition • i S ecitEcations: (Atgch oopy of the plans and describe the foilowina) j Dlmensions: Materials: PIAMA2 Color: Liability: i take full responsibility and am personally liable for any damage that i might occur to Mayfair Club Homeownen Association property during the i completion of this pro act. 13 nature: Date: R -TO—151! C!2MPLETE12 BY ARCH TE TUA RVI OARD Reviewed by: r Date: 23 - p6 uec�s�on: Approved f/ Denled (Circle ane) a I IIII II III II 111111111111111111111111111111111111111111111111 Permit Number M YANNE MORSE, CLERK OF CIRCUIT COURT 5 INOLE COUNTY Parcel Identification Number 06348 Pg 1335; tlpg> C ERK' S # 2006122415 Prepared by. -� �'q�,�,, R ORDER 07/31/2006 02:57:39 PM Aluminum and More WORDING FEES 10.00 1 332 Maguire Road R CORDED BY H Bailey II Ocoee, FL 34761 Return to: Aluminum and More 332 Maguire Road CEK �T;1N . Ma�o�Rt Ocoee, FL 34761 �11�R4P K� NOTICE OF COMMENCEMENT o, VF; ' 20 Stale of Spun County of The undersigned here y gives notice that improvemenl(s) will be made.lo certain real property, and in Commencement. accordance with Chapter 713, Florida Slatutet, the following information is provided in this Notice of 1. Description of -property (legal description of ro erly, and street address ' _7p / If available) 2. General description of improvement(s) Sc IX -,�, �o f�x'�� 3. Owner In ormation _ I /XX - Name fj�ec�o� Address / 73�� Ci�� Telephone Number LTQ1J -S',9-.iJ�e�YC.� Fax Number 4. Fee Simple Title Holder (f other than o7vver shown abvve)� Name SAME Address Telephone Number Fax Number 5. Contractor Name Frank Cardenas Tele Address 332 -Maguire Road phone Number (407)290-2111 6. Surety f Ocoee, FL 34761 Fax Number (407) 654-7533 Y (i Y) Name not applicable Address Telephone Number Fax Number Amount of bond 7. Lender (if any) Name not applicable , Address I Telephone Number Fax Number e. Persons within the Stale of Florida designated by Ownerupon w may be served -as: provided by §713.13(1)(a)7., Florida Statutes. horn notices or other documents Name not applicable Address Telephone Number Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as Provided in §713.13(1)(b), Florida Statutes. Name not applicable Address i ' _ . Telephone Number. - - Fax Number 1Q. Expiration date of. notice of commencement (the expiration dale is one year from the date of recording unless a' different dale is specified): Date Signed L Q6 • �ture r Sworn to and subscribedbef re me this —� Z,day of who , r� d�v_(, _ by is ------personally i own to me OR _pd rod as identification.' , RENE BETANCOURT _�� �•� :Notary Public - State Of Florida Sig ature of F :`_MyCbrnrnWwEN*m0cI31,2WB Notary (notarial seal to appear below) •rCommisslon # DD 367628 �-,'f ° �'' Bonded By Nabonol;Notary assn.