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HomeMy WebLinkAbout163 Circle Hill RdIi r CITY OF SANFOKD PERMIT APPLICATION Permit # lob Addecs.s: Description of Work: 9? rim 3.2f j9I. Wn r SG Rfl Historic District: Zoning: Value of Work Permit Type: Building Electrical Electrical: New Service - # of AMPS ivlechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/ New Residential: # of Water Closets RECEIVED APR 15 2009 Date: 1,71(p v Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/ Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines 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 nt%e.:Itin r) Parcel #: V`T —d0 —,; C6 V / / t) 0 0 0 ry 3-;t/ (Attach Proof of Ownership & Legal Description) Owners Namc & Address: Phone; 4ZIQ_ 7— 3c? I — b Z3 ! Co ractor Name & Address: Ply,4 -((i 1,-:6 me _(b uee-s Q 6-1 cS*nP %lXIA-i e1- rH—4-- L i I .Ss Aate LicenseNumber: s CCO MP-73 L% ".., Phone & Fax: — ' Contact Person: K)e_D1anrJ ZA' Phone: &7V 7- r Bonding Company: Address: Nlortgage Lender: Address: Phone: 4ry Address:' 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 -nor to he 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 applica .:: laws re6,ntls•a-:; construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN YOUR PAY flr; TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR API ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or *ederal agencies. Acceptan verification that 1 caner of the property of the requiremcm of Florida Lien Law, FS 713. 1 `- lZl/ p c! l l to/0y Sign Agent Date grinttont arure of Contractor/Agent Date P ' t ner/A me t / ent's Nai (ell n ure of Notary -State of Florida 15ate Signature of Notary -Brat of Florida Dare Owner/Agent is _ Personally Known to Me or Contractor/Agent is onally Known to Me or duccd ID : 7 L _ Produced ID N - API'Lic.\ rio\' AI'I'ItOVF.D BY: Uldg: 7—(^ 0'Lonmg: Utilities: Initial & Date) IInitial & Date) Comm# 000= 172 Expires 10I1? rdW Bprmo thru ( 900)432-425, Ftonda Notary Assn.. Inc F D: Initial & Date) Date) N Q a..••........ ••.•••••••.•.•••••.•••.•w•••••• V gAMILDRE HERMIDA rDD0 53172 rRye% Comm# Expires 100712008 Bonoed thru (WO) 4324254; a;Jr t o° n- Fbri,ia NoAyyIncw•••••[{ i....................... PARCEL DETAIL d Back D * Seminok County oprrr pevixr icr s 1101 K. kint tit. tinufurd 1•t. J:??1 d0 ^-AAi_'! i1M 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-514-0000- Tax District: S1-SANFORD0320 Number of Buildings: 1 Depreciated Bldg Value: $130,704 Owner: SMITH STEPHANIE A Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 163 CIRCLE HILL RD Land Value (Market): $27,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 163 CIRCLE HILL RD SANFORD 32771 Just/Market Value: $157,704 Subdivision Name: MAYFAIR CLUB PH 2 Assessed Value (SOH): $124,647 Don 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $99,647 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,734 Deed Date Book Page Amount Vac/lmp 2004 Tax Bill Amount: $1,995 SPECIAL WARRANTY DEED 08/1999 03717 0620 $121,400 Improved Save Our Homes (SOH) Savings: $739 Find Comparable Sales within this Subdivision 2004 Taxable Value: $97,323 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess FrontageLand Unit LandDepth LEGAL DESCRIPTION PLAT Method Units Price Value LOT 32 MAYFAIR CLUB PH 2 PB 54 PGS 84 & 85 LOT 0 0 1.000 27,000.00 $27,000 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 1999 9 1,232 2,748 2,336 CB/STUCCO FINISH $130,704 $134,746 Appendage / Sgft OPEN PORCH FINISHED / 12 Appendage / Sgft GARAGE FINISHED / 400 Appendage / Sgft UPPER STORY FINISHED / 1104 OTE. Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem x purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value http://www.scpafl.orgIpWweblre_web. seminole_county_title?PARCEL=0420305140000... 12/ 10/2004 0000 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND `PROF$SSIONAL•REOULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L04070801524 707 108121004'1040019.520 LICENSE NBR IE ISCCO56734 ° •'<'`` The SPECIALTY STRUCTURE CONTRA" Named below IS CERTIFIED ` Under the provisions of Chapt;, _, OExpirationdate: AUG 31, 2006 w ZAPF RICHARD HENRY d' ' OR, 190MRSAWRS INC t°artr 1404- E 4TH ST SANFORD FL 32771 i JEB BUSH DIAN>3 CARR GOVERNOR DISPLAYAS R.MUkED BY LAW SECRETARY F, S CERTIFICATE OF INSURANCE The company indicated_ below certifies that the -insurance afforded by. the policy'or policies numbered and ,.. described below is in force as .of the effective date of this certificate. This Certificate of Insurance does not amend; extend, or otherwise alter the Terms and Conditions of Insurance coverage contained'in any policy numbered and described below_ CERTIFICATE HOLDER:, INSURED': SEMINOLE COUNTY EXTERIOR HOMESAVERS INC BUILDING DEPARTMENT 2867 STONEWALL PLACE 1101 EAST 1ST STREET SUITE 117 SANFORD, FL 32771 SANFORD, FL 32773 I I POLICY NUMBER I POLICY I POLICY I LIMITS OF LIABILITY I I TYPE OF INSURANCE I & ISSUING CO IEFF. DATE JEXP. DATE I (*LIMITS AT INCEPTION) I I LIABILITY 177-PR-577960-0005 I`02-01-05 102-01-06 X1 Liability and NATIONWIDE I Any One Occurrence........ $ 300,000 I Medical Expense MUTUAL I I I [X1 Personal and I INSURANCE CO. I I I Any One Person/Org ...... $ 300,000 Advertising Injury) I CXI Medical Expenses I I I I ANY ONE PERSON ............ $ 5.000 I I [X1 Fire Legal I I I Any One Fire or Explosion $ 100.000 1 Liability I I I General Aggregate* ....... $ 600,000 I I I I i I Prod/Comp Ops Aggregate* .$ '300,000 I fi C 1 Other Liability I I I I AUTOMOBILE LIABILITY 177-BA-577960-0007 { 02-01-05 102-01-06 I [X1 BUSINESS AUTO I NATIONWIDE I I I Bodily Injury I i PROPERTY & I I I (Each Person) .......... $ I I XI Owned I CASUALTY CO.. I I.. I (Each Accident)... ..... C.X1 Hired I I I I Property Damage. I, 1 CX1 Non'Owned I I I ( (Each Accident) ........ I I Combined'Single Limit ..,.'$ 75.000-I I I EXCESS LIABILITY I I Each Occurrence ..... I I I I Prod/Comp Ops/Disease 1 C 1 Umbrella Form I I I:'- :,I Aggregate* .............. I 177-WC-577960-0006 1 0201 0511, 02-01-06 I : STATUTORY LIMITS - CX1 Workers' I Nationwide I I BODILY INJURY/ACCIDENT ... $ 100.000 L` I Compensation I Mutual odily Injury by Disease j and I Insurance.Co. I '-- _— J EACH EMPLOYEE ........... 1 100.000 I I EX1 Employers` I I I I Bodily Injury by Disease. I Liability I. I.. I I POLICY LIMIT .. $; 500,000 I Should any of the'above described policies:be cancelled before the DESCRIPTION OF OPERATIONS/LOCATIONS expiration date. the insurance company will endeavor to mail` 30 days VEHICLES/RESTRICTIONS/SPECIAL,ITEMS written notice to the above named certificate holder, but fai..lure to mail such notice shall impose no obligation or liability upon the company, its agents, or representatives. Effective Date of Certificate: 01-21-2005 Date Certificate Issued: 01-21=2005 PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC. DESCRIP TION: LOT 32, MA— If? CLUB PHASE ff RECORDED IN PLAT BOOK S 4 PAGE(S) _ 64 4, BSj PUBLIC RECORDS dF SEMINOLE COUNTY, FLORIDA PERMIT 9 OF -Fie ,. PLANS REVIEWED-' CITY OF SANFORD GH• Z8.85' CIRCLE. H I L.L .ry ROAD- \ _ Fo1.)T 1D171 i1G CERTIFIED TO: SURVEYOR'S NOTES, • L..s.3-7e.A4 Stephanie A. Smith 1. Old. Kent Mortgage Services, Inc. 2. O *,WtnR PON PMC WIN CAP N. La29W -000 4. _-UAMETER/RDNHP[NI No, l.0c7trHAiArloasXHeA:7 Nab Kampf Title &. Guaranty Corp. S • cl,L-DUNG?CR OON ROD W CAP Ne. Chicago Title Insurance Co. 6. • . H CONCRE rE uDN mar r No, CROSS FL000 CERTIFICATION: r. >< CCUT CONCIICOWHICs. K/eC1;M ACU55 RION IS f0C Deed on the edKoi Emergency ARE DEDWArCp r0 Management Agency flood insurance role10. ELEVATIONS BAStO ON NA DNA! fX te7e. WR FICQRD AKDERGRAL, map, the prop alto ehOMI hKfa1 11. UNDAreAVRpnA:MCH IS HAW NO? BEEN LOCATED. 17. BllIMNO DES ARE to rOUNOATION. DOES NOT LIE .4 hin ehe 100 yew Rood BEARING REFERENCE. hazard area. THIS SITE UES W.ZONE. 7P' 1l ROOF OWXHANOS • rOOrERS I/AK Nor BEEN IOCArW. 14. BIAEOH6 TIES ARE Ij r0 to BE USED to CONSINUCI Bearings are based on the: I2029IOOIOECommunityPanelNo. OECD ON P lwES is BEAAINOs ANDNO DiSTANCCS SHOnw IA:RCaN ARE SOUTHERLY LINE OF LOT 32 Effective Dole: 4-17-95 MCASbVIED AND PER RCCORDCO PLAT UNLESS OrNCROYSC NOTED BEING: S B957-3e E Mop Revision Dole: SUBJECT TO CHANGE ME UNDERSIGNED AND CAVONE. INC. LAND SURWYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT wrENDEO TO REFLECr OR Sir FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH ABBREVIATIONS: APPROPRIArr nrLE l£R)nCATION. LANDS SHOON HEREON KERE NOT ABSTRACTED FOR RIGHTS OF WAY ANDIOR EASEMENTS OF RECORD. PC. POMf Or CIAWYARAIT VONE HNC Not valid without RECERTIFIED SCALE: FINAL - - 1 "- P.r. Paver a rANctHCY PL a+ or wlpttCno. P.C.c POW f Or aro awv4ethesignatureandFOUNDATION3-.^L-e19 20' ftWr caw RW ar OIORO LAND SURVEYORS AND MAPPERS the original raised STAKED n CKOM CHORD OrAAwc COUNTY ROAD 427 3TH LONGM000, soot of a norldo Licensed Surveyor R. RADIUS CENTRAL ANaz) 6 r FLORIDA J27J0JOO99 TELEPHONE (407) 8JO-9090 and Mapper OMIN CK F. CAV N — PR S/ EN LANE 1ow- = Dawrs«css FAX No. (40) 3.39-J45136 Florida land Survw andMopper Registration No.2003 Alt Aar calarWWR PAO n -. nn I-Ar.. Is tANO R*WIOR 2 D -; 3-1 P y.. SI DF wA 1.L S' IA ITN. I o r,44 r+ SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) r i HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION RIDGE BEAM (SEE TABLE: 3A.1.4 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. CTURE OR ALL FRAME 0 WALL DETAIL Lawrence E. Bennett, P.E. FL # 16644 CM VM#A=.otve ow rrooNsu rrwr P.O. BOX 214iN Ooi m OAri0N1 fi ii1t1 PA DYT 711E YrR11TE?1 you Cn u v ., . NW.: SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS _ EDGE BEAM (SEE TABLES 3A.1.1 & 3A.12) , LW` FOR H' Z// UPRIGHT / HEIGHT (h) 1 • x 2' VARIES MIN. 3-1/2' SLAB ON GRADE 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) LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'PIZ @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. z SOLID ROOF NO MAXIMUM / / F- ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES ,k 1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4' x 2-1/4' CONCRETE FASTENER MAX. OF 2'4V 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/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0' O.C.. ANCHOR BEAM AND COLUMNINTERNALLYORW/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OFCONNECTION. 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.1.3 4• ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWINGCONVERSION: 100 -1231 130 1 1 0 1 150 8 1 #10 1 #12 12 TYPICAL SCREEN ROOM SCALE: 3/16' = 1'-0' swre cewE: Bennett, P.E. FL # 16644 i1.O ormrrCiweu[TAW rf0U11101 1/ M.PLSMIM 4V.V'}.7J • ...N rM1pLs 011 N /MITT wrrHo{/r ,:.• ,: ;.. t • vFa d wRmw rlonor i.ewir,a . fir`" SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4) 1/4' x 4' LAG BOLTS W/ 1-1/40 FENDER WASHERS PER 4'-V PANEL ACROSS THE FRONT AND 24' D.C. ALONG SIDES 2* x 2* OR 2* x 3" HOLLOW GIRT AND KICK PLATE 2' x 20 HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/20 S.M.S. IN SCREW BOSSES RIS R P ELS C R HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2' S.M.S. IN SCREW BOSSES 1 2" x 2', 2" x 3' OR 3' x 2' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2* S.M.S. IN SCREW BOSSES 1"x 2* OPEN BACK BOTTOM RAIL 114* x 2-1/4' MASONRY ANCHOR @ 6- FROM EACH POST AND 24- O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3'z 1'-0* Lawrence E. Bennett, P.E. FL # 16644 A p" mom 0 mwfmmff mr W a fwmmm IN mas all N mm ww"aff Tm *"r"m mmomm (v wova" f. mm". P.& 1, pmo 3.A-7 ow SECTION 7_ I SOILD ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4' S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY 4CHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2' S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" i a -10- ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS I ROOF PANEL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "Y. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 1664 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 2143N. SOVTH DAYTONk FL 32121 TELEPHONE: (786) 767.4774 FAX (766) 7674M PAGE GOIYRIGAfT 2004 7-4 NOT TO 6E REPRODUCED IN WHOLE OR I+: PART WITHOUT 1•HE WPrTEN PERMISSION OF LAWRENCE E. WE 44M. P.E. SOLID ROOF PANEL PRODUCTS I SECTION 7 RIDGE CAP 8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS 8 WASHERS 8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: 8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS 8 WASHERS FOR COMPOSITE ROOFS: 10 x (t + 1/2') S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12' O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT SHOWN) AND 24" O.C. @ NON -BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM DETAIL SCALE: 3" = 1'-0" I::':::::' :::.::::::::::::............ i SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FORX4UAN OFS: 3) E1/2" LONG S.M.S. PEREL W/ 3/4" ALU WASHER ROOF PANEL PER TABLES SECTION 7) SUPPORTING BEAM PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" =1'-0" 1 Lawrence E. Bennett, P.E. FL # 16644 Cr^ ENQMEER. DEMOPEENTCON;1 WANr P. O.9OX 2143M NUT" DAYTONA. FL 32121 TELEPMOM: ( 390)W-4774 FAX: ( 7M) TP4= NOWT TO FF REPRMVCED INYYH%l OR 9 j PART WITNOUT THE WRITTEN PERM=10M OF tjAWRENC! C. ITT. P.E. /A / 7- 21 SECTION 7 SOLID ROOF PANEL PRODUCTS Rd Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval OFL1049 Manuf ers' Proprietary roducts: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 81 Density 48" x 0.024" Panels F m Core E. nst Region O uctures ped Roof Screen Ro overs Glass &Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span I 4 span 1&2 1span 3 span 4 span 10 4" 23'.10- 23'-0" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 4 154" 14'-10" 4'-0"10MP H 20'-4" 22'-9" 2'1-11 5 19'-5" 18'-10" 12'-6- 13711- 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-l" 15-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11' 12'-6" 4'-0' 140 MPH 12'4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-l" 4'-3" 150 MPH 12'4" 13'-9" 1 13'-3" 12'-4- 13'-9" i 13'-3" 9'-6" 10'-8" 10'4" 3'-11" 3" x 48" x 0.030" Panels Foam Core E.P.S. 91 Densitv 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 162 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-l" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4' 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8- 4'-0" 150 MPH 1 14'-5" 16'-2" 15'-7" 14'-5' 16'-2" 15'-7" 11'-2- 13'-2" 12'-9' 4'-0' 4" x 48" x 0.024" Panels Foam Core E_P.S. 91 Density Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever 1 All Roofs 142 1span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 23'-5" 26'.2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5' 19'-0" 18'-10" 4'-0' 110 MPH 23'-5" 26'-2" 25'-3" 20'-6' 22'-11" 22'-2" 15'-1" 18'-0" 17'-5' 4'-0" 120 MPH 22'-3" 24'-11' 24'-l" 19'-1" 21'-4" 20'-7" 13'-9" 15'A" 14'-10" 4'-0' 123 MPH 21'-5" 23'-11 23'-2" 18'S" 20'-9" 1 20'-0" 1 13'-5" 1 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'A" 17'-5" 19'-6" 1 18'-10" 12'-8" 1 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 1 15'-1" 14'-7" 13'-6" 15'.1" 1 14'-7" 11'-3" 13'-3" 12'-9" 4'-0' 150 MPH1 13'.6" 1 15'-l" 14'-7" t3'-0" 15'-1" 14'-7" 10'-5" 12'4" 11'4" 4" x 49" x 0.030" Panels Foam Core F P_S 21 Density Wind Region Open Structures Mon -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 26-11" 30'-1- 29'-1" 25'-8" 28'-9" 27'-9" 20'-1' 22'-5" 21'-8" 4'-0" 110 MPH 26'-11' 30'-l" NV-8" 3'$' 26'-5" 25'S" 18'-7" 20'-9" 20'-1' 4'-0" 120 MPH 25'-8' 28'-9''-1 t' 24'-7" 23'-9' 15'-10" 19'-1" 18'-5" 4'-0' 123 MPH 24'$' 27'-7'1'-4' 23'-11" 23'-1" 15'-5" 1W-6" 17'-11' 4'-0" 130 MPH 22'-9' 25'-5'0'-1' 22'-5' 21'-8' 14'-7' 17'-5" 15'-9' 4'-W 140 MPH 15'-7" 17'-5-5'.7- 17'-5" 16'-10' 13'-8" 15'-3' 14'-9" 4'-0' 150 MPH 15'-7" 17'-5'5'-7- 17'-5' 1 16'-10" 1 12'-8" 1 14'-2- 13'-9- 4'-0" Note: Total roof panel width = room Width • wall width • Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • OEVELOFIMENT CONSULTANT P O BOX 2143e8. SOUTH DAYTONA. Ft. 32121 TELEPHONE. 13e6) TST-4774 FAX. (3ae) 75745M PAoe EUEE Elite Aluminum Corporation 1801 N.W. 64th Strost Ft. Lauderdale. FL 33309 Tel: (954) 491.3700 Fax: (954) 491-1433 I © COPYRIGHT M4 7-34 NOT TO RE REPRODUCED IN WHOLE OR IP4 PAR r 'NI'MOUT rHE WRITTEPI PERMISSION OF I.r.WRENCE E. BENNETT. P.E. C t . SECTION 3A 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) Aluminum Allov W67 T-A 2 x rx 0. Load Max. Spa / (bending 'b' or do *Woncn 2" x 2" x 0.055" Load Max. Spa bendln b' or deflection' enWidth (ft.) 1 3 2 Span 3 Span 4 Span Cantilever Width (ft•) 1 3 2 S Pa n 3 S• pan 4 Span d 6'-7' d 6'-9' d 1'-1- d 5 5'-8• d 6'-11' d 7'-1' d Cantilever 1'-2 d85'-0' d 6'-2' d 6'-4' d 1'-0" d 5 5'4" d 6'-7' d 6'-8' d 1'-1" d74'-9' d 5'-11" d 5'-11' 7 0'-11' d 7 5'-1" d 6'-3' d 6'-4" d 1'-0' d84'-7' d 5'-8' d 5'-7• b 0'-11' d 8 4'-10" d 5'-11' d 6'-1', b 0'-11' d94'-5' d 5'-5' d 5'-3' b 0'-10' d 9 4'-8" d 5'-9" d 5'-9' b 0'-11• d104'-3' d 5'-2" b 4'-11' b 0'-10' d 10 4'fi" d 5'-0' d 5'-5' b 0'-11- dj114'4'] d- 4'-11" b 4'-9' b 0'-10' d 114 4' d 5' 4" d 5'•2'' b 0'-10' d 3_ x x 0.045" 4'-8" b 4'-7' b 0'-10' d' 12 4'-3' d 5'-2' b 4'-11" b 0'-10' d Load ax. S an 1:1(bendin 'b' or deflection' 3' x 2" x 0.070" Load Max. Spa V / bending b' or deflection' 1 b 2 Span 3 Span 4 Span Max. width (ft-) 1 & 2 Span Max. S Cantilever 3 Span 4 Span Cantilever 8 7'-5' d 7'-7' d 1'-2" d 5 6'-9• d 8%5'• d 8'-7" d 1'-4• d5'•8 d 7'-0- d 7'-2' d 1'-2' d 6 6'-5' d 7-11" d 8'-0- d 1'-3' d 8 6' 8' d 6'-10' d 1'-1' d 7 6'-1' d 7'-0' d 7'-8' d 1'-3- d 9 5'-2' d 6'•4• d 6'-0' d 1'-0' d 8 5'-10' d 7'-2' d 7'-4- d 1'-2' d 10 4'-11' d 6'-2' d 6'-3' d 0'.11" d 9 5'-7' d 6'-11' d 7'-0' d 1'-1' d4'-9' d 5'-11" d 5'-11• b 0'-11' d 10 5'-5' d 5'-8" d 6'-9' 1'-1• d114'-0• d 5'-9' d V-S" b 0'-11' d 11 5'-3' d 6'-5' d 6'-7" d d I%W d12 2" x 3" x 0.045" 4'-0• d 5'-7" d 5'-5' b 0'-11• d 12 5'-1' d 6'-3' d 6'-5' d 1'-0• d Lad Width (ft.) Max. Spa 'L' / bendin V or doMction 'd 2" x 4" x 0.050" Load Max. S an 'L' / (bonding'b' or deflection' 1 b 2 Span 3 Span 4 Span Mn" Cantilever 1 3 2 Span 3 Span 4 Span Max. Width (ft•) 5 r-6" d I 9'-3" d 9'-5' d 1'•6' d 5 Cantilever I Z11'-1' 6 7 7'4• d 8'-S' d 8'-0' b 1'-5' d 6 9'--01' d 11-3' d b 1'-10' d 8 6'-0' d 8'-3' d 8'-1' b 1'•4' d 7 8'-8' d 10'-8' b 10'-3' 9 6'-5' d 7'-9' b T-6" b 1'-3' d 8 8'-3' d 9'-11 • b 9'-7' , b 1'-8' d6'-2' d 7'• b 7'-1' b 1'-3' d 9 7'-11' d 9'-5' b 9'-1"' b 1'-7' d105'-11' d 6'-11' b 6'-V b 1'-2" d 10 7'-8' d 8'-11' b 8'-7' b 1'-W d115'-9' d 6'-0' b 6'-5' b 1'-2' ' d 11 7'-5' d 8'-6' b 8*-2*—.b V-6' d125'-7" d 6'-4' b 6'-2' b I 1'-1' d 12 7'-3' d 8'-1' b 7'-10' b 1'-5- Notes d 1 • Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beamconnectiontotheabovespansfortotalbeamspans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CK 6"mm - 0EVEL0%*Nr cQ%'UXrwraP-o- WX 3143M, 3GUM OAYTOHA• it 32121 MEPHOW: (3e0) ?U.4774 tYPAX, (386) 7'2r4C6s 1 PAGG 1 3A10 p eo•+naoNT 7eey T i+ vA.i,••t: '* NOT TO 0! REPRpONCEC ei WMOCF C '. t: !+iJRT Vrt rft0u7 THE WRtTTEH PEAM133CH OF LAYYIIfA" E. 8004 TT. PX C 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 i Aluminum Alloy e083 T4 For 3 second wind aunt at ttn uau i".".u."..._r__ Trlbulary dth W a Purtin Spacing Sections i 3'-0" 3'4" 4'-0' 4'-8" r-o" S•8" r-r Allowable Haig nding ,b, or deflection 'd' 2"x r x 0.044" No W-5' b 8'-9" b 8'-r b T-0" b T-0" b 8'-11' b 6'-r b 6'-5' b 6'-r b F-11' br10'-3' b 9'-6' b 8'-11• b 8'-5' b 7'-T b T-3' b 8'-11" b 6'-9' b 8'$ b3" x r x 0.045" Hollow 11%3' b 10'-5- b 9'-9' b 9'-3' 8'•9' D 8'-0' b 7'•11' b T-8' b T-5' b T-2' b ow 17-- d 17-r d 11'-r d 10'-11' b b 9'-11- b 9'-0' b 9'-r b 8'-10• b 8'- brx3" x 0.045" Hollow 17-9' b 11'-9' b 11'-0' b 10'-5' b 9'-10' b 9'-5' b 8'-11' b 8'-r b 11 8'4' b I 8'-r brx4" x 0.050" Hollow IF-3" D 15'-1' b 14'-1' b IT-3' b 17-r b 17-0' b 11W b 11'-0- b 17-r bl 10'-0' brx4" x 0.04r S.M.B. 17-1' b 1 T-V b 19-C b 15'-r b 14'-9' b 14'-1' b I 13'-0' b 12'-11' b 12'-0' b 12'-1' brxrx0.050" S.M.B. 27-7• b 21'-10' b 20'-5' b 19 r b 19-7 b 1 T-5' b 16'-r b 16'-0- b 15.5' b 14'-11' brxrx0.050" S.M.B. 26'-1' b 24'-r b 22'-r bi 21'-r b W-r b 19'-3' b 18'-5' b 1 T-9' b 1 T-1' b 18'_6• brxrxo.044" Sna 11'-3' b to,-5' b 9'•9' b I !r-r b 8'-0' b 8%3' b T-11' b T-7• b T-0' b T-1' brxrx0.045" snap W-4. b I 13'-0' b 17-5' b I 11W b 11'-r b 10'•T b 10'-r b 9'-9' b' 9'-5' brx4" x 0.045" Snap 1 T-T b 16'-r b IF-3- b 14'4' b 13'-T b 17-11' b 17-5' b 11•11- b 11'4' bFor3secondrindn-m.as yen unu v Tributary toed width W Purlln Spacing Sections 3'-0" 3•-0" W41- 1 4,4" 1 S-0• 1 5,-6" 1 6,-0" 1 6,•8" 1 7,-0" 7'-0" Allowable HOW ht 'H'! bendin 'b' or def ectlon'd' 2" x r x 0.044" HollowLg'-S* 8' b 8'-0' b T-0' D T-1" b 6'-0" b 6'-5" b 6'-1• b 5'-11' b F-8* b 5'•6' brxrxI.M. -- Hollow b 8'-9' b 8'•r b TV b 7'-0" b e'-11- b 67b 6'-5' b 6'-r b 5'-11' brxrx0.045" Hollow5- b Frb 8'-11' b 8'-8- b 8'-T b T-8' b T-4' b T-l' b 6'-10- b 6'-r brx2' x QATV Hollow1' d 11'-5" b 10'-r D 17-1' b 9-7' b 9'-r b 8'-9" b 8'-5- b 8'-1'b T-10' brx3"x 0.045" 10' b 11'-11' b 11'.r b TOW b 7-11- b 9'-0' b 9.1- b 8'-9- b 8'-b' b 8'-2' bx4" x 0.050" Hollow 14'-11' b 17-10" b 17-11' D 17-r b 11%r b 11%0" bE-5 17-r b 9'-9" b 9'-5- brx4" x 0.048" S.M.B. 1 T$ b 16'-3' b 15'-r b 14'-4' b 13'-7- b 17-11" b 11'-11' b 11'$ b 11-1- brx5" x 6.650" S.M.B. 21'-8' D 27-1' b 18'-9' b 1T•9' b 16%10' b 16•-0'b 14'-9-b 14'-r b 17-V brx8" x 0.050"S.M.B. 27-11' b 27-r b 20-9' b 19'-T b 8'-7- b 1T-9'b 18'-3' b T5'•8' b 1S-r brx2' x 0.044" Sne 10,A' b 9'-7' b 8'-11' b 8'-5' b T-11' b T-r b i-0- b 8'A' b W-W brx3- x 0.045" Snap13'-3' b 17-3' b 11W b 10W b 10'-r b 9'-9' b 9'-0' b 8'-11- b 8'-r b 8'-4' brx4" x 0.045" Sne u...__. 16'-r b 14'-11" b 14'- b 13'•r b 17.6- b 11-11- b 11'•5' b 17-11- b 10'-7' b 10W b 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of trace to beam connection to theabovespansfortotalbeamspans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 an Doom • "Morwrr cwmx river P.O. Mx P4W 8*J M OAY1OtIA, R =121 tM W-M4 i wpm - r •3A O CO 1r1eeN 2set I MOT To"tifN10 U= 0 WHOA! ON 01 MIT wMQUT TM wWrM RMOSI OM OF IAwtl M L IBM". PZ. d 31 ua 1IISII.1011c111 jimp lcU Iry; 1 Richard H Zapf ' • 2867 Stonewall Place )st )1-7 Sanford, F132773 Permit No. STATE OF FLORIDA COUNTY OF: 5e m I v-so 40 %—ski/-000a-43.goTaxFolioNo. Y NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that Improvements wHI be made to certain mal property, and ina000rdancewithChapter713, Florida Statutes, the following Information Is provided In this Notice ofComrgemoenlarI 1. Dosaiption ofproporty; (legal doscription ofproporty, and street address Ifavailablo) 2.Oenetal description of improvement- 5 P-00 w, 3.Owner information: a. Name and address. 1 la 3 C%L Nc tic Lk 11-d b. Interest in property- e ,,gyp r ct a;?-1-0 e. Name and address of fee simple titleholder (if other than owner): 4. Contractor. Exterior Homesavers, Inc. 2867 Stonewall Placer 117 . • - Sanford, P132773 407-322-6149 8CC 036734 S. Surety a. Name and address- b. Amount of bond $ 6. Leader. (nine and address) it ti itT-1E COPY. WWR'Y^.:::;E M07CF, C:F.iiK a •"jt"Ui7 COURT Mli< NPR ; 2 5 20o Pxall r i M i 7. Persons within the State of Florida designated by Owner upon- whom notices or other documents may be servedprovidedbySection713.13(1)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following persons) to receive a copy,of the Uenoes Notice as provided in Section 713. 1 3(i)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date 13 I year from the date of recording unless adiQaentdateissuccidled) Swom to and subscribed before me ,............... This C n day of,200K/. . o g} 3ignaturo of O T i Owner's Natnofk, (Aan rc j Notary' s Name # Address I (n 3 O—t r1?.Qi +i 11 let: Notary's Commission Expiries: