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HomeMy WebLinkAbout312 Fairfield Dr (2)D R"nQ1b RECEIVED CITY OFSANFORD PERMIT APPLICATION Permit.# : V ` ` Date: - DAG 2 5 2009 Job Address: 312, FAIP-FlEL-'b T>2C• JC-'r4'Cy'II" L' t_ Description of Work: '° _`3 CLre-e-- a,0 y`^y X R 6 d-,-) .6, .si �S �G c`.� /•�v� Historic District: Zoning: Value of Work: $ 3 , 7 1 T�L, Permit Type: Building —>—r— Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. 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#: 3Z — 7 9--3f— / .S1 to 0-000 ^ 0 9/ C Y Owners Name & Address: A17'1-4 14 W 1 L L g!2 (Attach Proof of Ownership & Legal Description) Phone: 410-7 3Z ! - 'MS d Contractor Name & Address: rg �u"^ r n�*�+^ %��s`� 33 Z �l gLCr'%� /Q� dC��� 3V7401 r+,/ �A► �n� / State License Number: � & if 'ge. 0 Q 9-3 Phone & Far. —0-7 caJ — 7,-Z !O�-7 7 - 753--lontact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Z.-" Address: Ip O • 9C) /-A / Fax: 7- V 77 �4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Ne - y ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this ro erty that may be found in the lic reg6rds of this county, and there may be additional permits required from other governmental entities such er management t i. ts, state a cies, fede agencies. Acceptance of permit is verifi ation that I will notify the owner of the property of the require a Lien Law 13 Signa ' of Owner/Agent r Date __. gnature o __- tractor/Agent__- Date C s/_ f✓h Ile,-_ Print wn�s N� �— Pr' t Contractor/Ag is +� ZS J" � 0_"t.r e'i — Signature of Notary -State of Florida Date Signature of Nota -State of Florida Date 1 Owner/Agent is _� Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (In' I & Date) Special Conditions: ® RICHARD RUSH Notary Public, State of Florida My comm. expires Feb. 16, 2008 No. OD291294 Bonded thru Ashton Agency, Inc. (800)451-4854 Contractor/Agent isPersonally Known to Me o Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Notary Public -State of Florida _ My Cornmtst sion EVIlies Oct 31, 2008 Commission # DD 367628 "' Bonded By National Notary Assn. L g ESD POWER OF AT'T'ORNEY I hereby authorize of �e(- (ti to sign his.,'her name on my behalf in order to apply fora Permit for the work to be performed at: Lots_ � Subdivisio �' �- � sem-ye \ h Z AAAress Type of If applicable only; STATE OF FLORIDA ORANGE COUNTY The foregoing instrument TgA�y A"&- W...an. RENE BETANCOURT Notary Public - State of Florida ,NtyCommWonE Oct31,2008 .= " = Commission # DD 367628 Bonded By National NotaryAssn. Type or print name of owner Signature of Owner led d before 6S_21 day of e✓&S ffiarne of person ac)# (Sigxt re of Notary Fublie-State of Florida) t (Faint, Type or Stamp Commissioned Name) Personally kn0'%Yn QR produced ed identiz"cation, _ Type of ideatification produced �orc, Vis Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 GENERAL Parcel Id: 32-19-31-516-0000- Tax istr 0910 Owner: MILLER CYNTHIA C & Exem do Own/Addr: ROSS CLIFTON K Address: 312 FAIRFIELD DR City,State,ZipCode: SANFORD FL 32771 Property Address: 312 FAIRFIELD DR SANFORD 32771 Subdivision Name: CELERY LAKES PHASE 2 Dor: 00 -VACANT RESIDENTIAL ict: Si- SANFORD ns: SALES Deed Date Book Page Amount SPECIAL WARRANTY DEED 05/2005 05724 0623 $155,900 In Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 24,000.00 NOTE: Assessed values shown are NOT certified values and there valorem tax purposes. "* If you recently purchased a homesteaded property your next yea 2005 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $24,000 Land Value Ag: $0 Just/Market Value: $24,000 Assessed Value (SOH): $24,000 Exempt Value: $0 Taxable Value: $24,000 Tax Estimator 2004 VALUE SUMMARY Vac/Imp 2004 Tax Bill Amount: $262 proved 2004 Taxable Value: $12,800 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT Land LOT 91 CELERY LAKES PHASE 2 PI3 65 PGS Value 29 & 30 $24,000 fore are subject to change before being finalized for ad is property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_County_title?parcel=32193151600000910... 7/22/2005 4 DAVID JOHNSON, CFA, ASA PROPERTY 5 92 94 Q �� 97 APPRAISER SEML INDLE COUNTY F 1101E. F1R5T sT �1 90 7 $ SANFORD, FL32771-1468 89 407-665-7506 g y� $$ TP4ti.TA GENERAL Parcel Id: 32-19-31-516-0000- Tax istr 0910 Owner: MILLER CYNTHIA C & Exem do Own/Addr: ROSS CLIFTON K Address: 312 FAIRFIELD DR City,State,ZipCode: SANFORD FL 32771 Property Address: 312 FAIRFIELD DR SANFORD 32771 Subdivision Name: CELERY LAKES PHASE 2 Dor: 00 -VACANT RESIDENTIAL ict: Si- SANFORD ns: SALES Deed Date Book Page Amount SPECIAL WARRANTY DEED 05/2005 05724 0623 $155,900 In Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 24,000.00 NOTE: Assessed values shown are NOT certified values and there valorem tax purposes. "* If you recently purchased a homesteaded property your next yea 2005 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $24,000 Land Value Ag: $0 Just/Market Value: $24,000 Assessed Value (SOH): $24,000 Exempt Value: $0 Taxable Value: $24,000 Tax Estimator 2004 VALUE SUMMARY Vac/Imp 2004 Tax Bill Amount: $262 proved 2004 Taxable Value: $12,800 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT Land LOT 91 CELERY LAKES PHASE 2 PI3 65 PGS Value 29 & 30 $24,000 fore are subject to change before being finalized for ad is property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_County_title?parcel=32193151600000910... 7/22/2005 Legend of Symbols and Abbreviations: KERoo: s-fEEL ,ec/m -oec/N6 Qoo Boundary Line Brg. Bearing Field Field Measured P.C.P.: Permanent Control Point P.T. Point of Tangency Centerline Calc. Calculated Fnd. Found P.I. Point of Intersection R Radius Right-of-way Line C. B. Concrete Block Gov't.: Government P.L.S.: Professional Land Surveyor R.L.S.: Registered Land Surveyor Overhead Utility Line Ch. Chord L.B. Licensed Business P.O.B.: Point of Beginning RAN Right-ol-way - _ _ _ _ _ _ : Easement Line Conc.: Concrete 0. R. Official Records P.O.C.: Point of Commencement Sec. Section p Central Angle Const.: Construction PavT : Pavement P.R.C.: Point of Reverse Curve S/T Septic Tank ARC Arc Length Gs Concrete Slab P.C. Point of Curve P.R.M.: Permanent Reference Monument T.B.M.: Temporary Bench Mark Blk. Block Elev. Elevation .C.: t of Compound Curve P.S.I. Point of Street Intersection W/ With Boundary Survey: C -Al -6 /" = 20 / / � OR,ViNAGE /94� Fk/O. 518„/eEQoO w/ 4 T A .�rEN� d✓ �•ND S/8 -L'E X00 �v' \\� Cep L5 •2494 o f i9.QE CAP LS -249Q- pR 2 $ 00 Z/ 43 E AT FiELp� G /j EASEHENT q ( SI �/ PPOPEPTY /900PESS �S' S/DES -SAyf'oe0, FGO.e/DA Q �E5/�ENcE ATTAGN"E� D Tv L�-tiT.�AG �.,�$ �q,8 G1�ATE.Q-�Y.STEtiI, vvy7•GfR �ETE.G g g r\ GOC.OTEI> /�EA,f /!/o,eTHWEST 3 1 `• ao' 9 '� 1 �eaoE ers Co e�✓E e, //s S vo/,.n/ - y N m �' l` � G•' '� f; 1Q E IT •y1� qo _ 3 z rl x O l �5TO.e Y Q U) a13 PLANS REVIEW' zw E�FFG�� .�.� o,IT' OF SANF C ^1 0 U p •V d o�- n d c W U W 0 o ;k. aRf. YLo J c, / UQ�ct U ,,, 'f ►�;� 4 w a _ ro y8 OFFICE Z8 CIO s � l D¢�J� '�•' h UTILITYit EA SEME/VT `` WA/ERM£fE2 0.02 PLAY f F/ELO �'f•) 5 F,vo.�8 RE oD�),. wr CAP 04 C o'AT c / LID FVD. B REILOO'_ O. .'S'UNt.WN[k•. :' O' •'' 77 P. e FNP P. K. NA ICE sit[ Sc TAB I-S'Z49 PLSCat' _ ?C.P. A -r P.G. ,r FNa. k. �c/art � 7-A6 LS• Z4 94 �4 „"s..r`sco AC.P. A -r P.C. 1.70 Pc �r� F/EtO", ,I- `�•bo PLAT E L/E� D _�.,I ,,,nom 3{JB• 59 Pc +r E F/Eca T 01 7-/•43"c/ (/'P`A-r i Asst.•+ \\ • BEAR/NG, F/ELD J L�4-A Z CO/VG. CaU fiEIZS� DESC2/PTion/ LoT 9l CE[ E2�' �� KES , P�1ASE L �1 SU8 D/i//5/o11/ ,Q cco� a /n/C, To %VIS P �N PLAT BOOk Co✓`, PAGE5 29 %SND 30; puBLif RECc/,ID5 CERTIFIED TO: TrL E Z/1%S(��_A/�CE /12P�/� I hereby certify that this map depicts a survey performed under my supervi- sion, and is correct to the best of my knowledge and belief, and that this �A/Yfi�G T 74 /4N�! survey meets the minimum technical standards set forth by the Florida _ A N /per T TLE CO/�'>PiIN �yC• Board of Professional Land Surveyors in Chapter 61G17-6, Florida _ p _ •-.•--•-M-- -^ �- y �" "" `— --^ —�- - Administrative Code, pursuant to Section 472.027, Florid tutes. CYNTf+/A C• /Y)/tLE2 _t CL/FT(�N k•!P�_ ___�__-__._..__.-.-. Sv vT/eV.5 rr '"47,e ;r (; Cox P. SMITH DRAFTING & SURVEYING, INC. 414-B. N. SPRING GARDEN AVE. , FL % DELAND, FL 32720 DELTONAey E. Smith (386) 734-7047 (386) 789-2855 Florida Registered Land Surveyor N—h., 3736% DRAWN BY: C -J doN yo,rA REVISIONS: 1 [ ups • / onifi�>fn CREW CHIEF: / f D. L rl II N 16C SCALE: DATE: 1vn/E Z9/ Z00I4- WO4 6o- 74-( "04 otis: NOT VALID UNLESS SEAL IS EMBOSSED Note: No instruments of record reflecting easements, limitations, owner- ships, reservations, restrictions and/or right-of-ways, if any, have been pro- vided to this surveyor, except as shown. No underground installations or utilities have been located, except as shown. w ALUMIHUH & MORE (907) %O Jl// KICK PLATE 3 FACIA SCREEN 6. CARRY BEAM DOWN SPOUT 7. ROOF IVS .PAN) GUTTER a. DOOR IL } x_ v . owner phn # .address 211 ,:77;� �IJ��w subdivision__ —,,,TION 3A SCREEN, ACRYLIC & .VINYL ROOMS EDGE BEAM (SEE TABLES 3A1.1 & 3A.12) / 'LW FOR - MAX: UPRIGHT EIGHT (h) 1'x2" MIN. 3-112' SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37,38,39) ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1'x 2' PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H_ SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 'LW` WIDTH FOR ROOF BEAM 'k- 11 -- -- It -- VARIES I VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) w Z Co CV uui P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 'P' VARIES 1. ANCHOR 1"i 2' OPEN BACK EXTRUSION W/ 1/4'x 2-1/4" CONCRETE FASTENER MAX_ OF 2'4' O_C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL W/ #10 x 2-112" S.M.S. W! WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C__ ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CUPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION- 2- SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2 + O_H: 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A_1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY_ FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 1 #8 1 #101 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/19'= T-0' Lawrence E_ Bennett, P -E_ FL # 16644 CML EN(7NEEIt - DEYF MCNT CONSULTANT P.O. BOX 214368, SOUTH DAYTONk FL 32121 TELEPHONE (386) 767-4774 FAIL' (386) 767-65% ` PAGE Q GOFYRT wr M4 3A-2 NOT TO SE REPRODUCED 1N WHOLE OR IN PART WITHOUT THE WRITTEN PERf1AtSSION OF IawRaICE E BEtaNETi. PE GLASS & MODULAR ROOMS RIDGE CAP #8 x 112` (3) PER PANEL — #8 x 1/2' @ 24.O.C_ - - 3' ROO xg rX� N X x x x `" BEAM SUPPORT STUDS N (TYPICAL) RECEIVING CHANNEL (6) #8 x 1/2' S. M. S- TO STUD AND (8) #8 x 112' S.M.S. — — — TO BEAM — F pAjdEl- — 3" R� jai vi 60' MAX ® ® 2'x 6' S.M_B_ HEADER x fIS ® ® ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE 3"= 1'4r SECTION 313 Lawrence E_ Bennett, P -E. FL # 16644 CIVu eiGMEER- DEVELOPMEM'Co&iUxTmT P.O. sox 274368, somioDAyromA, R- 37121 TE[-EPHONE (386)761-4774 FAX (380-167-65% Q COPYRJGW mos PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNEM P.E 3B-15 :CT -ION 3A ALTERNATE CONNECTION DETAIL 1'x 2' WITH (3) #10 x 1-12' S-M.S. INTO SCREW BOSS (2) #10 x 1 12' S. M. S. INTO SCREWBOSS ANCHOR 1 ` x 2' PLATE TO CONCRETE W/ 114" x 2-12' CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POSTAND 24' O.C_ MAX- MIN. AXMIN. 3-12" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE AL ANCHOR 1' x 2' CHANNEL TO CONCRETE WITH 114'x 2-1/,'CONCRETE ANCHORS WITHIN 6` OF EACH — SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24' O.C. MAX_ MIN. 3-1/2' SLAB 2500 PSI CONC. 6x6 -10x10 W_W_K OR FIBER MESH VAPOR BARRIER UNDER CONCRETE i SCREEN, ACRYLIC & VINYL ROOMS BEAM / HEADER ANGLE CUPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN_ (3) #10 x 1 112' S.M.S. INTO SCREW BOSS I* x 2' EXTRUSION 1-118' MIN. IN CONCRETE UPRIGHT TO BASE AND r TO BEAM DETAIL 3"=1-0' HEADER BEAM (4) #10 x 112" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2'OR2'xXOR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1'x2" EXTRUSION 1-11W MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE:, 3"= I -(r Lawrence E_ Bennett, P.E. FL # 16644 CNX F fi-DEVaQvW VTC0)=XTAM P.O- BOX 214368. SOUTH DAYTOW FL =2i TT3.EP► W- jAO 767-4774 FAX-- (3W 767-6656 'AGE 3A-4 © CopymGmTm4 NOT TO BE REPRODUCED W WHOLE OR IN PART VMHOUT THE WRITTEN PERmWjON OF LAWRENCE E. BENNE7T. P.):, "ECTION 3A. 114'x 6' BAWL TAPPER THROUGH 1'x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL I _ 1' WIDE x 0.063' THICK STRAP EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4' S -M -S. STRAP TO POSTAND (1)1/4' x 1-314" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS r 4 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4' (NOMINAL) PATIO CONCRETE SLAB (SEE NOTE; CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3' COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/,r =1' �- ,' Z -(r MIN_ 3-1/2' (TYP_ (1) #5 BAR CONT_ BEFORE SLOPE ALL SLABS) If - GD �_ A. 8' TYPE! TYPE 8 FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING Notes: 0-2'11Y 2"/12'-1=10' 1_ 4" MIN. (2) #5 BAR CONT. TYPE 10 STEEP SLOPE FOOTING > 1=10' 110 foundations shown are based on a minimum shall be verified, soil bearing pressure of 1,500 psf prior to placing the slab, by field soil test or a I Bearing capacity of soil soI testing tab. Z. The slab/ foundation.shap be cleared of debris, roots, and compacted 3. No footing other than 3-1/2" (4" nominal) slab is required d except prior to placement of concrete_ from the host structure of the carport or patio cove exceeds 20'-0" n addressing erosion until the projection required. All slabs shag be 3-1/2" 4• Then a minimum of a Type 11 footing is 4. Monolithic slabs and footings ( nominal) thick frogs shalt be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh- Fibermesh ® Mesh, InForceTM/ specification may be used in lieu. Of wire mesh_ e3,x (Formerly Fibermesh MD Per maufacturers 5. If local building codes require a minimum footing use code_ Local code governs_ Type 11 footing or footing section required by local (See additional detail for structures located in Orange County, FL) 6_ If a carrier beam or fourth wa8 frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE 314• =1'-0' Lawrence E. Bennett, P.E. FL # 16644 Cn/1L LAIIGGlt�F�t _ pEyB�2TANT P -O_ BOX 2143M SOUM DAy.roptk R 3 r TE-EPIiONE. (3847 767-4774 FAX (380767-65% iA-38O 20" NOT TO BE REPROOUCEp IN Wp{OLF OR IN Pp(Z'r yy m,ouT THE WRI'llaa PERMISSION OF CAWREucE E BENNEfT. P_E SEC"TION 3A t SCREEN, ACRYLIC & VINYL ROOMS Table 31-1.1-110 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 NSF (36 XSF for Max. Cantilever). Akeniraml Allov 6063 T-6 �Lnad Max. Span 1 / (bending b or deflection 'Cr) Load -Max_ Span 1' /(bending b' or deflection "Cr) KM } 18 2 Span 3 Span 4 Span Widtb (-) 1 & 2 Span 3 Span M20L CantileverMax 4 5 5' F d 6-T' d G-9' d V-1- d 5 Canb7ever 6 5'-0 d 9-T d f>• 4' d 1-0' d 6 5'-4' d 6'-7' d 6'48' d 1'-2' d d 5-11' b (r11' d 7 5!-1' d 6-3' d 6'-4' d 1-1' d --7-7- 8 f5F'-;5j'd_ 6-7' b 0'-11- d 8 4'-10' d 5-17' d 6-i' b 1-0'• d 9 4'$ d S 3' b O' -10r d 9 4 d 5 -4r d S 9' b 0=11' d 10 4' 3' d 5'4'-11' b EY -t0' d 10 4� d S-6' d 5'$ b 0=11' d 11 4'4' d 4'-11' b 4'-9" b 0'-10' d 11 4'-4' d Ste' d 5'-2' b 0-1i" d 12 3'-11' d 4'- r b 4-T b 0-i0' d 12 4-3' d S-2' b 4-11' 0'-10` d a" x r x o_oTo` b 0'-10" d Width ((fL) - n 1' / ��� b' or deflectsort V) Load Max Span 'L' I (bending 'b' or deflection 'd� 1 8i 2 3 Span 4 Span CantiItexer Width (fl-) 1 & 2 Span 3 Span 4 Spann 5 6'-0" d T$ d 5 5 6'-9' d W' 'r d Ca��er 6 5 8" d T-0' d T,- d 1'-2' d �� 8' r d 1-4' d 7 5'-5' d 6'-8' d 6:10' d 7 d T-11' d 8' O' d 1'-3- d 8 5- Y d 6W d 6' d 1' 0` d 8 9 4'-11' 6-2` d 6!_T d 0-11` d 5'-10" d T-2" d T- d 1-2' d 10 4-9' 5-11' d 5-t 1' b 0=1 t' d 9 10 5'-T d 6'-11` d T 0' d 1i 4'�' Id 5'-r d 5'-8" b 0'-11` d 11 3� d 6'-8` d 6-9" d _F _7 1'-1" d _TF—d 12 4'�' S -T` d —6-6* b —(Y-11 ` d 12 S-3' d 6' v1'' d -d rx3'x0.045' S-1' d 6-3" d 6'-S' d 1'-0' d 0.050' Load ax M. Span 1 i (bending "V or dcNection 'Cr) Load Wtd@t (fL) Max_ Span 1' 1(bending W or deflection 'Cr) 1&2 Span 3 Span 4 Span Max ���er WidHr (ft) 1 & 2 Span 3 Span 4 Span Maz 5 TS' d 9'-� d 9'S" d 1'4r d 5 9'-8' d _ 11'-11 d 12 2" b Cantilever 1'-11' d 6 T-0` d 8' 8' d 8' 8' b 1 d g 9-1' d 11'-3' d 1 i'-1' b i'-10' d 7 6'_r d 8-3' d 1' b 1'-4' d 7 8'-r d 10' 8' b 10'-3' b i'-9" d $ 6' S' d T-9' b T$' b 1-3' d 8 9 6' Z' d 'r-4" b T-1' b 1-3` d 9 T-11` d 9'�' b 9-1' b 1=% d 10 Sit` d 6'-11' b 6'-9' b 1' 2' d 10 T,8' d 8'-i 1' b 8-r b 1' S d 1t S-9' d W4r b 6'�' b i' 2' d 11 T-5' d 8'-6' b 8.2' b 1'$' d 12 90tw. S -r d 6'-,C .b- 6.2' b t-1' d 12 Tom" d 8-1' b T-10' b 1 _5' d 1- Above spans do not include length of knee brace- Add hmmwdM dmtanoe from upright to center of. brace to beam cormeOm to the above spans for totak bears spam 2_ Spans may be irderpok ded- Lawrence E_ Bennett, P.E. FL # 1664.4 C -NX &IGOVEEli_ DEVELOPUDa CONSt6`TAW PA_ BOX 24M. -SOUTH DAYTONk FL 32121 TELEPHONE CaO M-4774 FAX (3W) M-65% SE COPM%ff zoos 3A-10 NOT TO BE REPRODUCED M WHOLE OR rN PART WITHOUT THE WRn TEN PERMISSION OF LAWRENCE E. BENNErT. P.E. S�- TION 7 SOLID ROOF PANEL PRODUCTS ��. Table 7.'1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3505 H-28 3' x 12' x o.024' 2 or 5 Rb Riser Panels Wind Regi Open Struehulzs MonoSloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2. 3 4 span span span Glass & Modular Roans Enclosed 1&2 1 3 4 span span span Overhang / Cantilever Alt Roofs loo MPH i4, --r 1T-11" 18'-4' 13'-8' 1T -S 1T-9" lit -2* 14'3' 14'-7- 4'-0' Ila MPH 14-1' iT-11" 18'-4' 12-Y 15'-9' 15-0' 10-6' 13'S" 13'-9` X-11- 120 MPH 13'4" 1T-6" 1T-9' ll' -X 15'-1" 15-5' 9=11' 12=7' iZ:101. 3'-9" 123 MPH 137-2' 16'-3 1T-4' IV -7" 14-10' 15-1' 9'-9' 12'x' lZ3' 3'-r 130 MPH 17-9' 15-3 15-0F' 11-2' 14-3' 14-7' 9'$ tl'-8' 11'-10' 3-7' 140 MPH 1(T- 1- 1Z-61 12--9' 1.0-1' IZ-6• 12'-9' W-11' 11'-1' 111-r X-4' 150 MPH 10'-1' 12'-6' 12'-9' 10=i' i2' -G" 12 9` 8'�" 10' 6' l0' 9" 3'3' 3'x 12' x 0.030" 2 or 5 Rib Riser Panels Wind Regi Open Structures Mono -Sloped Roof 1&2. 3 4 span span span Screen Rooms & Attached Covers 1&2 3 ` 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang Cantilever AU Roofs 100 MPH 15'-9' 19'-5• 19'-10" 14'-10' 18'-10' 19=2' 1Z3' 19-5' 15'43" 4'4' 110 MPHI 15`-3" 19'-S 19'-10" 13'-9' 1T -Ur 18'-2' 11-3' 14-6' i4-10' 4-0" 120 MPH 14-5' 18-10" 19'--- 1T-2- 15-3" 16'-7- 10'-8` 13-7- 13=11' 4'-0' 123 MPH 14-2' 18'-4' le -8' iZ-11' 16-11 16-4' 1016" 13'-5* 13'-8' 37-11' 130 MPH 13'-9' lT4' 1T-9 12'-5* 15-5' 15'-9' 10' 21Z-11' 15,-1" 13!-Z* T-10" 140 MPH 10'-1Y 13W 13'-9' 1(Y 11'13!-6'-' 15'-9' 13'-9' 9'-8' 1Z-41* iZ T T -r 150 MPH IOP -11" 13'-6' 13'-9 10'-11" 13'-6' 13'-9" 9-2' 11-4' i 11-7' 4'-01 3'x 12' x 0.050' 2 or 5 Rb Reser Panels Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen.Rooms. & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang/ Canb'lever All Roofs 100 MPH 18'-5' 2Z-0' 23' 2' 1T-10" 27-W 2Z-5' 14'-7' 18--r W-1' 4'-0' 110 MPH l8'S' 22'--J" 23-2' 16'-1' 2(Y-10' 21'-3' 13'-9' 1T-9' 18=1` v -(r 120 MPH 17-10' 2Z -(r 22'-5' 15-5* 19-1(r 20'-3' 12=11" 15-11' 16-3' 4-0' 123 MPH 1T4" 21'sv 21-10' 15-2' 19'-0' 19'-10' 1Z4r 15=8" 15-11' 4'-0' 130 MPH 16-1' 20'x' 20'-9' 14'-7' 18' 8' 19'-1" 11'-11" 15,-1" 15,S' 4'-0' 140 MPH 12-9' 15-T 16-1' 12'-9" 15'-9' 15-1' 11-4' 14'-6" 14'-9" 4'-0' 150MPH 17-9' 15-9` 16'-1` 12--9" 15-9' 16-1" 10'-9' 13=9' 14"-0' 4'-01 Note: r oral root panel wlam = room w)dm - wan vadm - overhang.. Lawrence E. Bennett, P -E. FL # 16644 CML OVGMEER - D&'a0PUeff COUSULTOff P.O. BOX 21436a, SOUTH OAYTONk FL 32121 TaEPHONE (3M767-4774 FAX. (386) 7676 PAGE A Q COPYRIGHT 2W4 . 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F- BENNETT_ P -E. 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 3- x 48' x Q.OW Panels Open Strut ures Screen Room Glass & Modular Rooms Overhang! Wind Mono -Sloped Roof & Attached Covees Enclosed Cantilever 1&2 3 4 'I&2 3 4 18.2 3 4 All 100 MPH span 1T 4` span 19' 4` span 18'-9' span 15=1(' span 18'6' span iT 10' span span span Roofs 110 MPH 16!-6;' 13`-4' Ir -IT 14'-2` 15=10" 15-3' 11'-8' i0'-6' 13'-6' i2'3• 13-3' 120 MPH 15-2' 18'-4^ iT-10' 133' 14=10` 14'•4' 3'.8" 10=10' 11-6 10' 4'-0' 4--r- 123 MM 14-10' iT-T 16-1" 12=11' i4'-6' 13=11' 9'-G 10r T' 10'S' 3=11' 130 MPH 14'-2` tS-10' 153' it -8" 13•-8' 13'3` 9' 10'-1' 9'-9' 3'3" 140 MPH 10'0' 1i-2' 10-10' 10'0' 10'-10` 8'4` 9'-4` 9'-0' 2=11` 1'50 MPH 10'-()• 11-2" 10'-10" 1a 0` ti -r 1(1-10' 7`-5" 8'$' gam- r 3'x 48^ x 0.030 Panels Open Structures Screen Rooms Glass & Modular Roorets Overhang / HYnrd bped Roof & Attached Covets Enclosed �9 132 3 4 t&2 3 4 1&2 3 4C. /� 100 MPH span 20' -GV span 22-11' span 22-r span span span span span span Roofs 110 MPH 20'3` 22-11' 22'2' 1 W-6' 1T-11' 21-10' 2(Y-1' 21'-1' 14'-6" 16' 2•' 15-8' 4'4` 120 MPH 19'T 21-10" 21=1' 15-9" i 8'-8' 19'-5' 18-1' 13'3' 14'-9' 14-3' 4'-O' 123 MPH 18-9' 21'4r 20'-4' 15-4' 18-r iT-T 11's�" 130 MPH 16-9' 19'4" 18-9' 14'-- 152' 15'-e 71-r 10'-8' IT -1- t2' g' q• p- 140 MPH 11'-i0' 13-3' 12-9` 11-10" 13' 3' i2'�S' 11' G 4'-0' ISO MPH i1-ur 13'3' 12'• 9" i 1-10' 13-3' 12 9' g 2" 10'-3' 9-11' 4-1• 4' x 48' x D=r Panels 3W �n � Screen Rooms Wind Mono -Sloped hoof &Attached Covers Glass &Modular Rooms Overhang Region 18,2 3 4 1aanspan Enclosed Cantilever 100 MPH SPan span span 4 � nspan 1&2 3 span 4 span All Roofs ZO'-0' 2 7. 1 110MPH20' 0' 22'4' 21-7' i718= 1 12'- 1 14'5' 13- 1' q'pr 120 MPH 19=1' 21-4' 20=7' 1ST 18-3' iT$` 11-2* 132- 12'4' MPH 18`-4' 20'3' 19-10' 11- 14-11' 1-r 16-2" 10-i1' t2-10' 12'.4' IV -(r 130 MPH iG-4' 18'-11' 18-3" 14',2' 15-10" 153' 10'$ 11'-T 11'-3' 4•-0- 140 MPF! 11'--7' 171Y 12'S• 11-7' 12-11' 12'$' W 4-4' 15DMPH 11'-T 12=11' 12'-6' i1 -T 12-11' i2'8' -W 10WTg -1 4'-0' 8-11` 1Q'-0' 9'8" 3•-3' 4'x 4r x 0.030" Panels Lawrence E. BenneM P -E. FL # 16644 CNH. ENGMIEFR - DEVa0PAA3yT COWS(XTANT P.O. BOX 214M. SOUTH DAYTONA, F, 32121 Tit- M) 767-4774 FAX 080 767 -MM 3E © GOPYRIMIT 2W4 7'32 NOT TO BE frEPR.,^p(-;CED IN WF10(E OI2 IN PART WRHO(,R- T}7E WRQ ,ZSM OF LAV RE NCE E BElVNF T, P.E SECTION 3A I 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 #/SF Sections 3'-0" 3' 6" Tributary Load Width W'= Purlin Spacing 4'-0" 4'-6" 1 5'-0" 1 5.-6" 6'-0" 1 6'-6" Allowable Height 'H'/ bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 9'-5" bi 8'-9" b 8'-2" b 7'-8" b 7'4" b 6'-11" b 1 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b T-11" b _7'-7" b T-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" .b T-11" b T-8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-0" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11`-F" b 11'-0" b 10'-8" b 10'-3" b 2" X 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-0" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8' 8" b 8'-3" b 7'-11" b T-7" b 7'4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 1 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 'tzu mrn veloclry; using uesegu rvau ur IJ re♦or Sections 3'-0" 3' 6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 4'-6" 5'-0" 5'-0" 6'-0" 6' 6"1 Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0"1 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 1 T-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b T-1" b 6-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 1 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-0" b 16'-3" b 15'-2" b 14'-4" bi 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-0" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-0" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b T-11" b T-7" b 7'-4" b T-0" b 6'-9" b 6' 6" b 2" x 3" x 0.045" Snap 13'-3" b 1 12'-3" bi 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-0" b 2" x 4" x 0.045" Snap I 16'-2"__b 14'-11" b 1 14'-0" b 13'-2" b 12'-6" b i 11'-11" b 11'-5" b 10'-11" b 10'-7" b Notes: 1. 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. 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)767-4T74 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Permit Number Parcel Identification Number !3 Z1 - Prepared by: ALUMINU,� s 332 MA � c dens OCOEE t I rear to Its 11 am if all( at all al as 11111818 a811 all 81 181 8 818 11111 a - 3 f P ,5-1& o 000 W*Y14#4E, MURSE, CLERK OF CIRCUIT COURT ARCD MORE BK 0587 FIG 0362 IRE ROAD CLERK% S # 20,05146484 -L 34761 RECORDED W215/2005 01:05:59 plill RELURDINU FEES 10.00 RELURDLD BY D Thonas Return to: ALUMINUM AND MORE 332 My GUIRE ROAD OCGC E ' FL 34761 MARYANNE MORSE CLERK OF CIRCUIT COURT DA NOTICE OF COMMENCEMENT SEMINOLE LINTY. � State of �Y .,F c1.Er;!I< County, ofAUG 2 5 2005 The undersigned hereby gives notice that improvement(s) 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. 1. Description of property (legIdescription of the property, and street address if available) 2. 3. 4. 5. 6. 7. General description of improvement(s) x a Owner information, Name C /'" ' ' �''�� �/ Telephone Number Z/O 7-32Y- y',13--0 Address -31Z Fax Number t— -3 z 7 -7 Interest in Property: Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number Contractor�,,,� Name /4 Address 33 Oc�-ee �L 3Y71/ Surety (if any) Name Address Lender (if any) Name Address Telephone Number Fax Number Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a di Brent date is specified): -22L a -� Date Signe Signa re of Owner Note: per §71,113(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Swornto and subscribed before me this ZS day of a i� , 20 03 by who is personally known to me OR as identification. RICHAR® RUSH Notary Public, State of Florida My comm. expires Feb 16, 2008 No. DD291294 Bonded thru Ashton Agency,lnc (800)451-4854 Form Revised: 12100 0 19� to 20_ 30 uced Signature of Notary (notarial seal to appear below)