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HomeMy WebLinkAbout117 Quail Ridge Ct (5)K. Nw CITY OF SANFORD PERMrr APPLICATION x ''Slt •.t;! Permit :1-7Date Job Address: It 7 C ua ( R t Jj e C-r Description of Work: k/1 t'-Jr..Aow %1.o w— Historic District: Zoning: Si SCP^A •Value of Work: Permit Type: Building _, Electrical Mechanical Plumbing Fire Sprinkler/Alarm POW . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor'bry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1 F Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 3 Z — 19 -3 0 — SG 5 — O O O O — 117 A- O (Attach Proof of Ownership & Legal Description) Owners Name & Address: %b ", Ko p !k tits p117QL4t( t2LT Phone: `I07 7& Contractor Name &'Address: ai AL c Z.rF e f Phone & Fax: — Z Contact Person: _ Bonding Company: Address: Mortgage Lender: Addrt Archi Addri Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has coriuT nccd prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT TN 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. N TI E: In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be found in this county, and there may be additional permits required from other governmental entities such as t districts, state a en Acceptance of pe 's fication that 1 L no theoof the proWye Signature of Owner/Agent ate T10' e6f04 Print Own er/ Agen t' s Na me Signature of Notary -State of Florida Date Owner/Agent is _ Personalh Known to Me or Produced ID public records of r federal agencies. t Date of 1`o:3ry-State of Florida Date Contractor/Age-: is Produce.` :D APPLICATION APPROVED BY: Blda — O Zoning: t Initial & Date) (Initial & Date) Specia! (ondition nO l loch r cr m die/ RICHARD RUSH W , rLCJ o vtrt Notary Public, State of Florida My comm. expires Feb. 16, 2008 No. DD291294 Bonded thru Ashton Agency, Inc.(800)451-4854 Personal' Known to Me o P4 NObry 1'trblc - Skde of Flodda MC,attrttetbtt_ 6tpleaOct31,2008 d.- COMMIsalon #r DD 367628 lon led 9y N01101101 NokwV Assn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 0^vlo JomSon. CFA. A$A PROPERTY APP RAIMR sEM1NOLE.000NT1rLF 1101 E. FIRST 5T sAKFoRo, vL32771-1469 407-6-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 32-19-30-5GS-0000- ct: Number of Buildings: 1 Parcel Id: 17A0 Tax Dis S1-SANFORD Depreciated Bldg Value: $79,663 Owner: HOPKINS THOMAS D & Exemptio 00- Depreciated EXFT Value: $1,000 LEGION M HOMESTEAD Land Value (Market): $19,840 Address: 117 QUAIL RIDGE CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $100,503 Property Address: 117 QUAIL RIDGE CT SANFORD 32771 Assessed Value (SOH): $77,735 Subdivision Name: KAYWOOD REPLAT Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $52,735 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,557 Deed Date Book Page Amount Vaclimp 2004 Tax Bill Amount: $1,051 WARRANTY DEED 11/1998 03564 1508 $78,000 Improved Save Our Homes (SOH) Savings: $506 WARRANTY DEED 05/1985 01639 1966 $69,300 Improved 2004 Taxable Value: $51,286 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 17A (LESS S 25 FT FOR RD) KAYWOOD LOT 0 0 1.000 19,840.00 $19,840 REPLAT PB 30 PGS 27 & 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1985 6 1,268 1,840 1,268 CB/STUCCO FINISH $79,663 $86,122 Appendage / Sgft GARAGE FINISHED / 552 Appendage / Sgft OPEN PORCH FINISHED / 20 EXTRA FEATURE Description Year Bit Units EXFT Value, Est. Cost New ' FIREPLACE 1985 1 $1,000 $2,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem pax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglplslweblre_web.seminole_County_title?parcel=3219305GS000017A... 1 /25/2005 POWER OF A'r72MY 1--0 Date I I hereby authorize of Ca CX { to sign hi51her name on my behalf in order to apply for a . permit for the work to be performed at: Lot 1 Subdivision \ fie 1 Address C V _ Mote - Type or print name _ tofLicenscdandL' se # ractor tur to or If applicable only; Type or print name of owner Signature of owner STATE OF FLORIDA ORANGE COUNTY in$trument was acknoNvledged befor me th, d of 49100 by foregoing (name of perso kn, w RENE BETANCOURT (Sl nature of Notary Public -State of Florida) Illy P: Notary PublIc - State of Florida Commisslon # DO 367628 BondedByNotionalNotaryAssn Print, Type or Stamp Commissioned Name) Personally kno m. x ORproc'ueed identification-- Type of identification produced 00 2 G0e] 97-9'ON UG.'V&9L0bd6 F ld30 901E N3021d9 631NIM A117 5b:9T S0L7/.?/77 Dec 30 98 07:51a DEFOOR & RSSOC. 8802586 P.2 I I BOUNDARY SURVEY LEGAL DZSCRIPTICff: LOT• 1.7A, AA2W001) RbPLXr,. Xt-CC DING TO THE PLAT T8$REOlP,.. A.S RFICORDED IN PLAT BOOK 30, IPAGBS 27 G 28, PUBLIC P.Blee D3 OP _921MAOLE COUNTY, rLORIDA . THE ABOU &SBSRENCEII PROPERTY IS LOCATYJ Xg .ZONE "C" , ARXX OF ICE! If -OM PL XHG, AS- FER P. I . R - M . -CENlIffA ICY PAM L NUMBER 120289 0" 0 C , SEl&rlT= COUNTY , 7LCRIM . IMAp - DRZ'Lrff JANUARY 16, 1987. QUAIL RID6E COURT 187. 6 8 y s Ili. • 1 ll:. N:Ajl:lF'AMjLY 0EL_' p F?a1D[HCE 63 iuOFMperalT.1 j [1 . Y ^ 164 1T3' wLANS REVIEWED LA 22.7 W CITY OF SANFORD = e $ z z NC9046' IS'W PAO A 65'00 FND IA TY 1) ROAD 500.66 go cxRTI3f-IBn LMO- T8m-CLOSING TABLE, INC. M6WTtip -PEER ILI-TLB- -INSURANCE CC MPANY 2= 10ffiA L MORTGAGE COMPANY OPM: 6 -S D_ - $OVXINB L T.GION M, HOPKINS 117 IQUAZL RIDGE COURT N ; I.R. - NON Am I.P. . UiCN PPE CN. - CONOXIC NONUMDIT ENO. - FOUND I CONC. - CONCRETE COV. - COVERED ENT, - CNTRANCE S.M. - SDEVALA SCR. - SOTEEN U. L - UTXlTY EASDIENT D.E. - DRAINAGE CAS0404T C91 T. - EASEMENT. P.C• - POINT OF OUEVATURE P.T. - POINT OF TAN CEN CY P.O.B. -POINT OF BECIHNNC - OCLTA R - RADIUS L - LfNCTH T - TANGENT CHD. - CHORD O . - BEARING P.AC. - PDN_T OF COUM'WC:EMENT P.O. - POINT CN lWF P - PLAT I N - WCKVFI D D - pC.;ppom CI T - CHAW ly.t FENCL OZF - COAN04 OLl(- - VL" TTP. - TYPICAL A C r AI.T CONDITIONER n - HAIL, r Ull-C iNCL - Z.CLva URC • Si,n. - iwiw T.w:Y N ivC::r< S - SOU1H f - EAST W -HEST P.C.P. PE04ANENT CONTROL POINT FOUND PROPERTY CORNER IbQ) .SET PROPERTY CORNER ) — FOUND CONCRETE WONUNENT BOA - BASS OF BEARING NOTES ( 1). KM04CS ARE BASED ON RECORD PLAT. (2). THE SURVEY SHOWN HEREON WAS SURVEYED BY THE LE"L DESCRIPTION PRONGED BY THE CLIENT. M ROOF OVtRHANCS AND FOOTERS HAVE NOT BEEN LOCATED. (A), NO IMPROVEMENTS ON UNOERCRDUN0 UTIUTiES HAVE BEEN LOCATED EXCEPT AS 91OW4. 5). THIS SURVEY IS NOT VAUD MTTIDUT EmBOSSEO SEAL (5). THIS SURVEY IS NOT VAiJO rm ANY Re fil10lL,I. CLTATE TAAm•.Ac Ns 90 OAT3 OCYOND TTIN i FAL SURVEYDATESHOWN. ( 7). THE SURVEYOR HAS NM A83TWTED THE UwD7 HCRECT! FOR EASTM1ENj3 s,ll R.GHTS-OF-WAY OF RCCORO. (a). THERE NAY BE ADDITIONAL RESTMCTIONS THAT ARE NOT RECORDED ON THIS,P,j jR THAT "Y BE FOUND W THE PUBLIC RECCAOS DF T* COUNTY. (D) ALL BEARINOS / ANGLES AND DISTANCES ARE PLAT AND MEASURED UNLESS NOTED OTHE.Vgr HEAEUY CERTIFY THAT THIS SURVEY MYLTS OR 0CCCD3 THC PREPARED fort LOT SURVEY DAM YIMNUN TECHNICAL 3TAN0AR03 SET FORTH BY THE RLNDA pQ -- v+= ' s FDUNOATIONGATT• 6OARO OF LANOSURVEYORS. PVM&WT TO SECTION IIC17, H FLOWt- .W-VIVAnK CCOC •UAZIJANT TO 3CC17on pREP, BY: fT/AL SURVEY OAIL 12/39 427.027, FLORIDASTATUTES. DRAWL DATE: 11 r 2 D/ Bp CHARLES ROB DEFOOR & ASSOCIATES, INC. —F, o PAGE 1 OF I CHART 3 1C Da00N P.L]. 0691 GATE P.O. BO% 3182 , -ApOPNA, FLA. 32703 (407) 1000-D611 477 KNOLL TREE {R"51ON DATE: ALUMINUM & MORE (407) -1,"(q0 -.,/// 1. KICK PLATE 5TF 2. SCREEN 6 BEAM 3. DOWN SPOUT 7INS PAN, 4, GUTTER 8. DOOR 1 owner N phn # Y address subdivision 1 SECTION 3A SCREEN, ACRYLIC & .VINYL ROOMS LW` FOR / MAX. / H' / UPRIGHT HEIGHT (h) 1 VARIES EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW LOAD WIDTH FOR ROOF BEAM P/2' 'P/2' SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) 1r— VARIES X/ I VARIES P' VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1 VANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF T-O" O.C. AND W/ IN 6" EACH' SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHEAL OY OR Wl ANCHOR CUPS ANDDED SCREW 2'O.C.. ANCHOR BEAM AND COLUMN INTERN 2) #8 SCRE S W/WASHER @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O_H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.34. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123 130 1H21] 8 #10 # TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368• SOUTH DAYTONA• FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-M% PAGE © COPYRIGHT' 3A 2 COPYRIGHTBEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS RIDGE CAP 8 x 1/2" (3) PER PANEL 8 x 1 /2" @ 24". O.C. 3" ROOF i 6) #8 SECTION 313 1 1 L m x 1 I I x x x CV N BEAM SUPPORT STUDS N (TYPICAL) VL.M%7.7 F%Wwg... ..r....... - - - - SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH0AYTONA. FL 32121 TELEPHONE (W6) W-4774 FAX: (366) 767.66% n3B-1COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF I,AWRENCE E. BENNETT. P.E. SECTION 3A 114" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 4" MIN. 2'-0" MIN. 3-1/2" (TYP. ( 1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) e — : cTv CD 8" TYPEI TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" 2) #5 BAR CONT. J-12"— TYPE III STEEP SLOPE FOOTING V-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation. shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForce"m e3Tm (Formerly Fibermesh MD) per maufacturer's specification'may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674T74 FAX: (356) 767.6%6 PAGE © COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAW RENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS RIDGE CAP 8 x 1/2" (3) PER PANEL 8 x 1/2" @ 24"• O.C. ' 3 ROpF Pp`1E cm w X Cy V1 XI BEAM SUPPORT STUDS TYPICAL) RECEIVING CHANNEL 6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S.M.S. ' TO BEAM 3„ RpOF PPN 1 (ri 60" MAX I • 0 2" x 6" S.M.B. HEADER X • • N ALTERNATIVE BEAM SUPPORT o s GLASS ROOM FRAMING DETAILS SCALE: 3" = 1'-0" SECTION 313 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388)7674TT4 FAX ON) 767.6656 PAGE cg) COPYRIGHT 2004 3B-15 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF I=WRENCE E BENNETT• P•E SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A-1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF (36 #/SF for Max. Cantilever) w 1...:....... A 11.... RflRQ T-AAU ......... vy 2" x 2" x 0.044" v -- 2" x 2" x 0.055" Load Width (ft-) Max. Span 'L' I (bending 'b' or deflection 'dl Load Width (ft.) Max. Span W I (bending 'b' or deflection 'dl 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 5 5'-8" d 6'-11" d T-1" d 1'-2" d 6 5'-0" d 6-2" d 6'-4" d 1'-0" d 6 5'-4' d 6'7 d 6'-8" d 1'-1" d 7 4'-9" d 5'-11" d 5'-11" b V-1I' d 7 5'-1" d 6'-3" d 6'-4" d 1'-0" d 8 4'-7" d 5'-8' d 57 b 0'-11" d 8 4'-10" d 5'-11" d 6'-1" b 0'-11" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 9 4'$" d 5'-9" d 5'-9" b 0'-11" d 10 4'-3' d 5-2" b 4'-11' b V-10" d 10 4'-6" d 5%6" d 5'-5" b 0'-11" d 11 4'-1" d 4%11" b 4'-9" b 0'-10" d 11 4'-4" d 5W d 5'-2" b 0'-10" d 12 T-11" d 4'-" b 4'-7" b I 0'-10" d 12 4'-3" d 5'-2' b 4'-11" b 0'-10" d 3" x 2` x 0.045" 3" x 2" x 0.070" Load Width (ft') Max. Span 'L' I bending V or deflection d j Load Width (ft.) Max. Span 'L' I (bending 'b' or deflection 'd) 1& 2 S n 3 Span 4 S n Max. Cantilever 1& 2 Span 3 Span 4 Span Max' Cantilever 5 6'-W d 7'-5" d 7'-7" d 1'-2" d 5 6'-9" d 8'-5" d 8'-7" d V-4" d 6 F-8" d 7'-0" d T-2" d 1'-2" d 6 6'-5" d 7'-11" d 8'-0" d 1'-3" d 7 5'-5" d 6'$" d 6'-10" d 1'-1" d 7 6'-1" d 7'-0" d 7'-8" d 1'-3" d 8 5-2- d V-4- d F-6- d T-0" d 8 5'-10" d 7'-2" d 7'-0" d 1'-2" d 9 4'-11" d 6'-2' d 6'-3" d 0'-11" d 9 5'-7" d 6'-11" d 7'-0" d 1'-1" d 10 4'-9" d 5'-11" d 5'-11" b 0'-11" d 10 5%5" d 6'-8' d 6'-9" d 1'-1" d 11 4'-8" d 5'-9" d 6-8" b 0'-11" d 11 5'-3" d 6'-5" d 6'-7" d 1'-0" d 12 4'-6" d 5%7" d 5'-5" b 0'-11" d 12 5%1" d 6'-3" d 6'-5" d 1'-0' d 2" x 3" x 0.045" Load Width (ft) Max. Span V I (bending W or deflection'd) 2" x 4" x 0.050" Load Width (fL) Max. Span'L' I (bending'b' or deflection'cr) 1& 2 Span 3 Span 4 Span Max- Cantilever 1& 2 S anp 3 Span 4 Spanp Max. Cantilever 5 T-6" d 9%3" d 9'-5" d 1'-6" d 5 9'-8" d 11'-11" d 12'-2" b 1'-11" d 6 7'-0" d 8%8" d 8'-8" b 1'-5" d 6 9%1" d 11'-3' d 11'-1" b 1'-10" d 7 F-8" d 8'-3" d 8%1" b V-4' d 7 8'- d 10'-8" b 10'-3" b 1'-9" d 8 6'-5' d 7'-9" b T-0' b 1'-3" d 8 8'-3" d 9'-11" b 9'-7" b V-8" d 9 6'-Z" d 7'-4" b T-1" b 1'-3" d 9 7'-11" d 9'-5" b 9%1" b 1%7" d 10 5'-11" d 6'-11' b 6'-9' b 1'-2" d 10 7'-8" d 8'-11" b 8'-7" b V-6" d 11 5'-9" d 6'-8" b 6'-5" b 1'-2" d 11 T-5" d 8'-0" b 8%2" b V-6" d 12 5'-7' d 6'4" b 6'-2" b 1'-1" d 12 7'-3" d 8%1" b 7%10" b 1 1'-5" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance trom upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2m 3A-1 0 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl ROOMS Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISFdth'W' = Pudin SpacingTributaryLoadWI 4'-6" 5'-0" 5'-0: 6' .• Sections 3'-0" 3'-6" 4'-0" Height 'H' I bending'b' or deflection'd' All b 7' 8" b 7'' b 6'-11' b 6'-0" b 6'-5' b 6'-2" b 5'-11" b 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 2" x 2" x 0.055" Hollow 10-3 b 9-0" b 9'-3" b 8'-9' b 8'-4' b 7'-11" b 7' 8" b 7'-5" b 7'-2" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9' b 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b8'-10' b 8' 6' b 3" x 2" x 0.070" Hollow 12 -9" d 12'-2" d 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8' 8" b b 8'-1" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9' b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b b V-810' 8" b 10'-3" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-V b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 17-11" b 12' 6" b 12 -1" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 20'-5" b 19-3" b 18'-3" b 1T-5" b 16'-W b 16'-0" b 15'-5" b 14'-11" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 21'-3" b 20-Z" b 19-3" b 18'-5" b 17'-9" b 17'-1" b b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22-7" b 9'-2" b 8' 8' b 8'_3" b 7'-11" b 7'-7" b 7'-0" b 71-1. 7'-1" b 2" x Z" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 11'-9" b 11'-2" b 10' 7" b 10'-2" b 9'-9" b 9'-5" b 9'-- 1 b 2" x 3" x 0.045" Snap 14'-0" b 13' 4" b 1 Z -5" b 12-5" b 11'-11" 11'-1" b 17'-7" b 16'-3" b 15'-3" b 14'" b 2" x 4" x 0.045 Snap using design load of 13 #1SFFor3secondwindgustat120MPHvelocity; Load Width 'W' = Purlin SpacingTributary 4'-6" 5'-0" 6.6" 7. " 7.-0" Sections 3'-0" 3'-6" 4'-0" Height 'H' !bending 'b' or deflection 'd' Allowable b 7'-1' b 6' 8" b 6'-5" b 6'-1" b 5'-11" b 5'" b 5'-6" b 2" x 2" x 0.044" Hollow 8'" b 8'-0" b 7'-6" 7'-9" b 7' 4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.054" Hollow 9'-5" b 8'-9" b 8'-2" b 8' 6" b 8'-W b 7'-0" b 7'-4" b 6'-7" b 3" x 2" x 0.045" Hollow 10'-5' b 9'-7" b 8'-11' b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5' 7'-10" b 3" x 2" x 0.070" Hollow 12-1" d 11'-5' b IV-F b 10' 6" b 9'-11" b 9-0" b 9'-1' b 8'-2" b, 2" x 3" x 0.045" Hollow 12-10" b 11'-11" b 11'-2" b 11" 12'-2" b 11'-7" b 11 0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 5='-2- b 14'-4" b 13'-7" b 12'-11"b 12-5" b 11'-11'b 11'-0"b 11'-1" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b b 17'-9" b 16'-10" b 16'-0' b 15'I" b 14'-9" b 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B. 21'-8"b 20'-1,' b8'-9" 19'-7' b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15' 8" b 15'-2" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2' b 20'-9" b 8'-5" b 7'-11" b 7'-7" b 7' 4" b 7'-0" b 6' 9" b 6' 6" b 2" x 2" x 0.044" Snap 10'-d" b 9'-7' b 8'-11" b 10-9 b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-0" b 8'-4" b 2" x 3" x 0.045" Snap 13'-3' b 12-3" b 11'-5" b 12 6" b 11'-11" b 11'-5" b 10'-3" b 2" x 4" x 0.045" Snap 16' 2' b 14'-11" b 14' Notes: include length of knee brace. Add horizontal distance tram uprig ht to center of brace to beam Connection to the1. Above spans do not above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (396)-4774 FAX; (306) 767.6656 PAGE I © C0-fFuGHT 2"4 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION of LAWRENCE E. BENNER, P.E. SECTION 7 I SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 14'-7" 1 T-11" 18'-4" 13'-8" 17'-5" 1 T-9" 11'-2" 14'-3" 14'-7" 4'-W 110 MPH 14'-.V. 17'-11" 18'-4" 12'-9" 15'-9" 16'-0" 1V-6" 13'-5" 13'-9" 3'-11" 120 MPH 13'4" 17'-5" 17'-9" 11'-9" 15'-1" 15'-5" 9'-11" 12'-7" 12'-10" 3'-9" 123 MPH 13'-2" 1 16-3" 1 1T4" 11'-T' 14'-10" 15'-1" 9'-9" 12'-5" 12' 3'-8" 130 MPH 12'-9" 1 15'-9" 16'-0" 11'-2" 14'-3" 14'-7" 9'-5" 111-8" 11'-10" 3'-7" 140 MPH 10'-1" 1 12'-6" 12'-9" 10'-1 12'-6" 12'-9" 8'-11' 11'-1" 11'-3" 3'-4" 150 MPH 10'-1" 12'-6" 12'-9" lu-1" 12'-6". 12'-9" 1 8'-6" 10'-6" 10'-9" j 3%3" Wind Region v Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 182 span 3 span 4 span 2 span 3 span 4 span 1&2 1span 3 span 4 span 100 MPH 15'-9" 19'-5" 19'-10" 14'-10" 18'-10" 19'-2" 12'-6" 15'-5" 15'-9" 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 1T-10" 18'-2" 11'-3" 14'-6" 14'40" 4'-0" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 10'-V 13'-T' 13'-11" 4'-0" 123 MPH 14'-2" 18'-4" 181S" 12'-11" 15'-11" 16'-0" 10 6" 1T-5" 13'-8" 3'-11" 130 MPH 13'-9" 1 T-4" 1 T-9" 12'-6" 15'-5" 15'-9" 10'-2" 17-11" 13'-2" 3'-10" 140 MPH 10'-11" 13'-6" 13'-9" 10'-11" 13'-6- 1T-9" 9'-8" 1Z-4" 12'-7" 3'-8" 150 MPH 10'-11" 13'-6" 13'-9" 10'-11" 13'-0" 13'-9" 9'-2" 11'4" 11'-7" 3'-6" Wind Region v Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 182 span 3 span 4 span 100 MPH 18'-5" 22'-9" 23'-2" 1T-10" 22'-0" 22'-5" 14'-7" 18'-8" 19'-1" 4'-0" 110 MPH 18'-F! 22'-9" 23'-2" 16'-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-l" 4-0" 120 MPH 17'-10" 22'-0" 22'S" 15'-5" 19'-10" 20'-3" 12'-11" 15'-11" 16'-3" 4'-0" 123 MPH 1T-4" 21'-5" 21'-10" 15'-2" 19'-6" 19'-10" 12'-W 15'-" 15'-11" 4'-0" 130 MPH 16'-l" 2V-4" 20'-9" 14'-7" 18'-8" 19'-1" 11'-11" 15'-1" 15'-5" 4'-W 140 MPH 12Z-9- 15'-9" 16'-l" 12'-9" 15'-9" 16--1" 11'-4" 14'-5" 14'9" 4'-0" 150 MPH-9" 15'-9" 16'-1' 12 15'-9" 16'-1" 10'-9" 13'-9' 14'-0" 4'-0" Note: Total mof panel width = room vnom ; wan WIUM + vvrl l ial l9- Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.65W PAGE © COPYRIGHT 2004 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCTS Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam z" .. AR- ., n n9A" P-Sn Wind Region Open Structures Mono -Sloped Root Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang Cantilever All Roofs 1112 span 1 3 span 4 span 1&2 span 3 span 4 span 18,2 span 3 span 4 span 100 MPH 1 T-4" 19'A" 18'-9" 15-10" 18'-0" 17'-10" 11'-8" 1 T-8" 13'-3" 4'-0" 110 MPH 16'-6" 1 W- i" 18'-9" 14'-2" 15'-10" 15-3- 10'-0" 12'-0" 11'-5" 4'-0- 120 MPH 15-2" 18'-0" 17'-10" 1T-3" 14'-10" 14'-4' 91S" 10'-10" 101-6" 4'-1- 123 MPH 14'-10" 1T-9" 16'-1" 12'-11" 14'-0" 13'-11" 9'-0" 10'-7" 10'-3- T-11" 130 MPH 14'-2' 15-10' 15-3" 11'-8" 1T-8' 13'-3" 9'-0" 10'-1" 9'-9" 3'-3' 140 MPH 10'-0" 11'-2" 10'-10" 10'-0" 11'-2' 10'-10" 8`-0" 9'-4" 9'-0" 2'-11" 150 MPH 10'-0' 11'-2" 10'-10" 10'-0" 11'-2" 10'-10" 7'-5" 8'-8" 8'-4" 2'-10" z AR' ., n nzn" Panel. Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 20'-6" 22'-11" 22'-2" 19'-6" 21'-10' 21'-1' 14'-0" 16'-2" 15-8" 4'-0" 110 MPH 201-6" 22'-11" 22'-2" 1T-11" 20'-1- 19'-5" 13'-3" 14'-9" 14'-3" 4'-0" 120 MPH 1W-6' 21'-10" 21'-1" 16-9" 18'S" 18'-1' 11'-5" 13'-5" 13'-0' 4'-0" 123 MPH 18'-9" 21'-0" 20'4" 15'-4" 18'-2" 17'-7" 11'-2- 13'-1" 12'-8' 4'-0" 130 MPH 16'-9' 17-4- 18'-9" 14'-6' 16'-2" 15'-0" 101-S" 12'-5" 1 T-6" 4'-0" 140 MPH 11'-10" 13'-3" 12'-9" 11'-10" 13'-3" 12'-9" 9'-11" 11'-1" 10'-8" 4'-1" 150 MPH 11'-10" 13'-3" 12'-9" 11'-10" 1T-3" 12'-9" 9'-2" IV-3- 9'-11" 3'-4" A" - AR" , n n9A" P-1. Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 20'-0" 22'-4' 21'-7" 19'-1" 21'-4" 20'-7' 14'-2" 15-10" 15-3" 4'-0" 110 MPH 20'-0" 2Z-4" 21'4- 1T-0" 19-7" 18'-11" 12'-11" 14'-5" IT-11" 4'-0' 120 MPH 19'-1" 21'4' 20'-7" 15'-4" 18'-3" 1T-0" 11'-2" 13'-2" 12'-8' 4'-0" 123 MPH 18'-4" 2V-6" 19'-10" 14'41" 1 1T-9' 16'-2" 10'-11" 12'-10" 12'-4" 4'-0' 130 MPH 16'-4" 18'-11" 18'-3" 14'-2" 15%10" 15'-3 10-5" 11'-7" 11-3" 4'4' 140 MPH 11-7" 12'-11" 12-6" 11'-7" 12-11" 12-0"9'-8" 10-9" 10-5" 4'-0' 150 MPH 12-11"12-0' 11'-7 17-11"11'-T 12'-0" 8%11" 10'-0" 9'-8" T-3" A" Y AR" Y n n'An" Panole Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 18.2 span 3 span 4 span 3'-1" 25'-10" 24'-11" 22'-0' 24'-7" 23'-9- 16'-4" 19'-3" 18'-7" 4'-0" 3'-1" 25'-10' 24'-11' 20'-3" 2Z-8' 21'-11' 14'-11' 1T-10" 16'-1" 4'-W 2'-0" 24'-7' 23'-9" 18'-10" 21'-1" 20'-4" 13'-7' 15'-2' 14'-8" 4'-0" MPH13'-4' 1'-2" 23'-8" 22'-10' 18'-4' 20'-0" 19'-9" 13'-3" 14'-9" 14%3" 4'-0" 9'-6" 21'-10" 21'-1" 16'-4" 19'-3' 18'-7' 12'-0" 14'-0- 13'-0" 4'4' 3'4' 14'41" 14'-5" 13'-4' 14'-11" 14'-5" 11'-2" 13'-1" 12'-8" 4'-0" 4" 14'-11' 14'-5" 1 T-4' 14'-11' 14'-5' 10'-4" 11'-7" 11'-2" 4'-0" Dote: Total roof panel width = room width + wall width + overhang Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143N, SOUTH DAYTONA. FL 32121 TELEPHONE: (336)7674T74 FAX: (386) 767-6556 PAGE COPYRIGHT 2004 7-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. E Permit Number Parcel Identification Number 2-/9-3,0 -Srs -0000 17A Prepared by. Tr0.nv( CCA,t-der Aluminum and More S' 332 Maguire Road ' Ocoee, FL 34761 Return to: Aluminum and More 332 Maguire Road Ocoee, FL 34761 NOTICE OF COMMENCEMENT State of F1 nri da County of Se.,. APgtalE' Oi0 Mi MM W CIRCUIT Cli W - W CGILIN1 f 05599 FIG 123 4 RK* S 0 ;i gi3 7355 M WINAM 61::5tia PH WINS FEES M 0 M BY D Thews The undersigned hereby gives notice that improvement(s) will be made.lo certain real property, and inaccordancewithChapter713, Florida Statutes, the following information is provided in (his Notice ofCommencement. Description of property (legal description of the property, and street address if available) 1-OT- 17 R (LESS S Z F`r' r-o (Z R D ) Kr4• y v"- . rQFPLr -1- PS ,30 #06 S L 7 f- ZF 2. General description of improvement(s) 3. Owner Information Name Tm.. HorAlcrAvs Address 117 Q U04I L A- t i, C-E cT Telephone Number o 5 A-lV "A Fax Number y 7 3 - `/ 7 4. Fee Simple Title Holder (f other than owner shown above NameSAME ) Address Telephone Number Fax Number 5. Contractor Name Frank Cardenas Address 332 Maguire Road Telephone Number (407) 290-2111 ti. Surety f Ocoee, FL 34761 Fax Number (407) 654-7533 Y ( i any) Name not applicable Address Telephone Number Fax Number Amount of bond 7. Lender (if any) Name not applicable Address Telephone Number Fax Number 8• Persons within the State of Florida designated by Owner upon whom notices or other documents. maybeservedasprovidedby §713.13(1)(a)7., Florida Statutes. NamenotapplicableAddress Telephone Number Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienors Notice a providedin §713.13(1)(b), Florida Statutes. s NamenotapplicableAddress Telephone Number Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the recordingunlessadifferentdaleisspecified): six moriths date of za r — Dale Signed Sig49. 1ure of Owner Sworn to and subscribed before me this --- Z day of J c.-,-4a/1 oS who is by personally known to me OR `"'' asidenti(cation.' produced RICHARD RUSH Notary Public State of Florida Signature of Nota Form Revised: W96 My comn! expgeNoebnD2Q22ga ry (notarial seal l0 appear below) Bonded thru Ashton Aqi nc; — 81.114F • nW> 4