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HomeMy WebLinkAbout109 Circle Hill RdPermit # : �, ^ �,�yy Job Address: Q �_C. ' ( r Description of Work: V / 1 <V-=) `" Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Q Date: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Ui Owners Name & L Contractor Name & Address: Phone & Fax: ) Bonding Company: Addr Mor' oder: AddtZn': Archltecbi , i er: Address: l -M tbm b'DSI 4 60T - Value of Work: Ste. ( f iPD__ echanical 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 Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 5) L-1— DD lib -005 Application is herZiby made to obtain a permit to do the work, and issuance of a permit and that all work will be performed to meet s permit must be secured for ELECTRICAL WORK, PLUMBING, AIR CONDITIONERS, etc. (Attach Proof of Ownership & Legal J—ffi-nG State License Number: th t no work or installation has commenced prior to the l ' ction in-thisjurisdiction. I understand that a separate ACES, BOILERS, HEATERS, TANKS, and 1y9 OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable taws 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 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem of Florida Lien Law FS 713. gnature of Owner/Age t '— !/ Date Signa re of Contrajrgnt/Date e Se .4 r 5 .r Z1� w� Print O n r/Agent's Nam Print Contractor/Agent's Name Y� Signa re of Notary -Stat of Flori Date Signature of Notary -S o FI ida =..•..•..4164..Oates .....................•••.•.•.• to N�""'On.,, MARY L. PARKER Commission # DD0174311 Expires 1/2/2007 = '►Ffig Owner/Agent is _ Pers ally Known to Me or Contractor/Agent is,[_ Personally lino�4n°ftN�e or Bcndod through \i►' � L _ Produced ID _ � ? )t, : (Bc0-4� -1254) Fleri@. r3otary Assn., Inc. ? _Produced ID .................................................. APPLICATION APPROVED BY: Bldg: / —3 o Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 00 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAILt Q Back ti� 1 j i 0 O 4! ticmin«Ir Couniv X ��Fr rt r "r4/p rr r 0 C7 A n ties m r 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 04-20-30-514-0000- Parcel Id: 0050 Tax District: S1 -SAN FORD Number of Buildings: 1 Depreciated Bldg Value: $96,051 Owner GRAJALES JOSE A & Exemptions: 00- NEYDA P p HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $27,000 Address: 109 CIRCLE HILL RD City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 109 CIRCLE HILL RD SANFORD 32773 Just/Market Value: $123,051 Assessed Value (SOH): $95,748 Subdivision Name: MAYFAIR CLUB PH 2 Exempt Value: $25,500 Dor: 01 -SINGLE FAMILY Taxable Value: $70,248 2004 Notice of Proposed Property Tax 2003 VALUE SUMMARY SALES Tax Value(without SOH): $1,696 Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,303 SPECIAL WARRANTY DEED 07/2000 03898 1875 $104,200 Improved Save Our Homes (SOH) Savings: $393 Find Comparable Sales within this Subdivision 2003 Taxable Value: $68,463 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LEGAL DESCRIPTIO O N PLAT LOT 0 0 LOT 5 MAYFAIR CLUB PH 2 54 PGS 84 8 85 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 2000 7 1,617 2,053 1,617 CB/STUCCO FINISH $96,051 $98,011 Appendage I Sqft OPEN PORCH FINISHED/ 21 Appendage / Sqft GARAGE FINISHED/ 415 OTE: 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 propeg your next ear's property tax will be based on Just/Market value. http: //www. scpafl . orglplslweb/re_we b. semi nole_county_title?PARC EL=04203 051400000... 9/10/2004 RECORDED IN FLAT GOOK 'V+_ FAGC(9) 84 "P 85 PUeuc RGCORD9 or SCMlNOLC COUNTY, FLORIDA 1 COUNTRY CLUB ROAD "04v f F0;"0 NOr 5OM2t22w 0 p01NS ON LINE AS y1i11E FOR CORNER 01 FOUND 6 V, WALL 1 Unita *6 F90 Z�01 i Gaal„L'G ' O/ ' 3 e1.°I S • PsTI o . FpR C'pfR /Nf AS Q P F,, oNGRE.TE bLoGK 8 $ f ICSCOPY m `n � 10.108 r GOd/fslZ�p b13.33' a N 0) 1 �, r co ,... 3'cowlc. % _ r �7.5•UnUt,( J ::. o PLANS REVIEWED 24.s7i� ' -- '!TX QE SANFOW') • �ir_ ;�, K ��� E �o � = 7�a . G]O /aiaC = I x.13 • '� o \��.. 4= t413GrSW'cN.= 19.c»' $ 04 CIRCLE MILL ROAD _ w7 1;2.20_ , `C " . P.T. - FDUND 1I5K ND. 3.164 SURVEYOR'S NOTES 1. L 0M1111 CAP 1- LS]o0.7 t)) 1 ® auutlp Mal Pe'[ M0/ CAP, Ne. 4 O ____/M L AND OISIr Nwl.S.2oo3 — 1• 01A1!'I S MCMI e0D Of 1 CAP w a ■ 45? cOv=11 YONIAK"r No 7- A e101C41ES a x owu cut N CONIM1E t iamatm ACCESS AXNf5 M AAE Y[BIGt �D /0 'a t/EYAIIdIS fMSED ON MAIICNAL CEODCRC 11. NRtMlIAi102:: eeWP=TS HAVE NOT MEN LOCAFM 17. teLLOeM' AES AME TO r0.11AMM. li ROOT alclewlcs A F001EMS RAW NOT BEEN LOCATED. II- 041410 AES 0 IU TO BE USED IU CONS'awr li ,= f�Atp wrAwn SNOW/!(AEON APE MOM)ME)ANO PER N ECORO10 Pur Uh1CSS 01WXMSE QEARING REFERENCE: Beorings ore based on the. CENTERLINE OF CIRCLE HILL ROAD BEING NOOU2.22'E. CERTIFIED T0: I Jose A. S Nelda P. Grajales Pinnacle Financial Corp. Kampf Title E Guaranty Corp. Adnoram Title Company,lnc. Chicago Title Insurance Co. X000 CERTIFICATION Based on the Federal Emergency Management Agency /load insurance rate mop• the property site shown hereon DOES NOT LIE within the 100 year flood hazard area. THIS SITE LIES IN ZONE - X " Community Panel No. 120294 0040 £ Effective Do(e: APRIL 17• 1991 Mop Revision Dole. SUBJECT TO CHANCE If UA"RS1CNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE ND RESERVAn0N5 OR GUARANTEES AS TO THE INFORMARON REFLECTED :REON P£MIAWWO 10 EASEMENTS, RICHIS OF WAY. SETBACK LWES, AGREEMENIS AND OTHER MATIERS, AND FURn1ER HRS WS►RUMENr IS NOT �RBRL VIA TIONS: )""D 10 REIIECT OR SEI FONIH ALL SUCH MATTERS SUCH INFORMATION SHOULD DE OOTAINED AND CONFIRMED BY OMCHS THROUGH 'PROPMAT£ P.C. POW1 Or CLWVAILW MILE VFROICAIRK LANDS S)IONN HEREON MERE NOT ABSTRACTED FOR RIGHTS OF WAY AND/OR EASEMENTS OF RECORD. r.1. rawr Or 1AWANCr PL rawr or "UN51cl1oN RCCCRTIrICD P.M.G Powr or RCVIMSE CUR VA ARE Not vaW without P.CC Powr or COWOL o ® the r tura And CM URE 0 gip" LAND WRVEYOR9 AND MAFrf" the o"anal ran od MORD 0larw BEARING lOOCOtAIIYltL1AD7L7.�0Uit1 eOAI ofArlaridAA, %4mz R RADIUS MIM (OTMMAL ANGLE) LONGNOoo. nDRMAA327ZI •1499 Lloansed �>_ ('. CENIER I" YCLE MOW 1407) 0309060 FAN No. MM)339dG3G And MAppar LCONC tcONsm euswlss Florida Lond Surveyor and Mapper Registration No.2005 A/c AIN toNaE1110N1R Ino KQ STAKE LOi w.0. STAKE HOUSE ZDDD-I5'1-1 W,O. FORM CHECK' Licensed Business 'r "` LAND SLNYEYLIN """BER //9t�9rI �Q Ff)t1N0ATtDN Z!]m--CS LI � R/w RAIr-aF-Wr W.Q FINAL —? 10S W.0. R£CERT &B. 5073 IKL. a :)DFP %I 6"(Z,0'74 t -U k1l ' ) 0 rl p eoR y %I 6"(Z,0'74 t -U k1l ' ) SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A 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 7 RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. R E )ETAIL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A -1 q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A- 1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) / 'LW' FOR / MAX. / H* UPRIGHT / HEIGHT (h) 1"x2" 1� MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS 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) 0. H. SOLID ROOF NO MAXIMUM / (ELEVATION SLAB OR GRADE) VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) w Z� ~ U w� U) P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 'P' VARIES 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 1/4"x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" 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 COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ 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.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 150 #8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= V-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: (388) 767$556 PAGE © COPYRtGHT 2664 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. A SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4)1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2"x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" SECTION 3A RISE ELS ATTACHED CHAPT 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 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 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) 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 ©COPYRIGHT NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I PAGE 3A-7 SECTION 7 SOLID ROOF PANEL PRODUCTS COMP SITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES CAULK #10 x 1-1/2" S.M.S. OR WOOD ALL EXPOSED SCREW HEADS WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4 S.M.S. OR WOOD tom....,. SCREW SPACED @ 12" O.C...::: a-- ROOF PANEL EXISTING HOST STRUCE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING FASCIA F PANEL TO FASCIA DETA SCALE: 3" = 1'-0" #8 x2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS :.: ' ROOF PANEL 0 ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" 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 "t". 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: 100 -1231 130 1 140 150 #8 #10 1 #12 #12 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 I @ COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Mc ureas' r� rietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density —.X -* _x 48" x 0.024" nets Foam Core E.P.§ #1 -Density Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span I span span Screen Rooms/ �Overs 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang Cantilever All Roofs 1 H 21'-4" 23'-10" 23'-0" 20'4" 22'-9" 21'-11" 15'-1" 17'-9" 16-3" 4'-0" 110 21'4" 23'-10" 23'-0" 18'-8" .20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0" MPH 20'-4" 22'-9" 21'-11" - 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 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'-0" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 M HI 12'4" 1 13'-9" 13'-3" 12'-0" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 3'-11" 3-- x 4o-- x U.0 su" Yane1B Fnam Cnre F P S tm nnnai+u 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 / Cantilever All Roofs 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'-1" 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 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 1 12'-9" 4'-0" 4-- x 4ts x u.uz4- Yanain Fnam Cnre F P S ft7 nenaifv Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 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'-1" 19'-1" 21'-4" 20'-7" 13'-9" 154" 14'-10" 4'-0,- '-0"123 123MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15-1" 14'-7" 1 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15-1" 14'-7" 13'-6" 15'-1" 14'-7" 1 10'-5" 12'-4" 11'A" 4'-0" 4" x 48" x U.U3U" Panels Fnam 1-nre F P S iN 11—if- Wind Region Open Structures Mon -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 All Roofs 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'-1" 29'-1" 23'-8" 26'-5" 25'-0" 18'-7" 20'-9" 20'-1" 4'-0" 120 MPH 25'-8" 28'-9" 27'-9" 21'-11" 24'-7" 23'-9" 15'-10" 19'-1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 1 26'-8" 21'4" 1 23'-11" 23'-1" 1 15'-5" 1 18'-6" 1 17'-11" 4'-0" 130 MPH 22'-9"gj44- " 22'-5" 21'-8" 14'-7" 17'-5" 15'-9" 4'-0" 140 MPH 15'-7"" 17'-5" 16'-10" 13'-8" 15'-3" 14'-9" 4'-0" 150 MPH 15'-7"1 17'-5" 1 16'-10" 12'-8" 1 14'-2" 1 13'-9" 4'-0" Note: I oral roor panel wiatn = room wiattl + wall width + 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) 7676556 I",�`EElite Aluminum Corporation 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2004 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS <1 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 #ISF (36 #ISF for Max. Cantilever) Aluminum Allow, 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 64" d 6'-7" d 6'-9" d 1'-1" d 5 5'-8" d 6'-11" d 7'-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 0'-11" d 7 5'-1" d 6'-3" d 6'4" d 1'-0" d 8 4'-7" d 5'-8" d 5'-7" 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'-8" d 5'-9" d 5'-9" b 0'-11" d 10 4'-3" d 5'-2" b 4'-11" b 0'-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 5'4" d 5'-2" b 0'-10" d - 1" d 4'-8" b 4'-7" b 0'-10" d 12 4'-3" d 5'-2" b 4'-11" b 0'-10" d x 3" x 2" x 0.070" Width (ft.) Max. Span 'L' / bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'di Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 6'-0" 7'-5" d 7'-7" d 1'-2" d 5 6'-9" d 8'-5" d 8'-7" d 1'4" d " d 7'-0" d 7'-2" d 1'-2" d 6 6'-5" d 7'-11" d 8'-0" d 1'-3" d - d 6'-8" d 6'-10" d 1'-1" d 7 6-1" d 7'-6" d 7'-8" d 1'-3" d 8 5'-2" d 6'4" d 6'-6" d 1'-0" d 8 5'-10" d 7'-2" d 7'4" 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 VA" d 11 4'-8" d 5'-9" d 5'-8" b 0'-11" d 11 5'-3" d 6'-5" d 6'-7" d 1'-0" d '-6" d 5'-7" d 5'-5" b 0'-11" d 12 VA" d 6'-3" d 6'-5" d 1'-0" d 2" x 3" x 0.045" 2" x 4" x 0.050" Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 9'-3" d 9'-5" d 1'-6" d 5 9'-8" d 11'-11" d 12'-2" b 1'-11" d 6 j T-0" 1 8'-8" d 8'-8" b 1'-5" d 6 9'-1" d 11'-3" d 11'-1" b 1'-10" d d 8'-3" d 8'-1" b 1'-4" d 7 8'-8" d 10'-8" b 10'-3" b 1'-9" d 8 6'-5" d 7'-9" b 7'-6" b 1'-3" d 8 8'-3" d 9'-11" b 9'-7" b 1'-8" d 9 6'-2" d 7'4" b7'-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" 11 5'-9" d 6'-8" b 6'-5" b 1'-2" d 11 7'-5" d 8'-6" b 8'-2" 12 5'-7" d 6'4" b 6'-2" b 1'-1" d 12 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 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 200 3A-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I< 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 #/SF Sections 3'-0" 1 3'-6" Tributary Load Width W'= Purlin 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 Allowable Height 'H'i bending 'b' or acm 6'-0" f 1 6'-6" 1 a ection 'd' 7'-0" 776" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-" 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" ollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8' 4" 7'-11" b j 7'-8" b 7'-5" b 7'-2" b r Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 8'-5" b 9'-2" b 8'-10" b 8'-6" 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'-6" 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 2" x 6" 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'-6" 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 7'-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 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 i -or s second wina Aust at 1lU MPH Vel0CItV: usina desian load of 13 wsF Sections 3'-0" 1 3'-6" Tributary Load Width 'W' = Purlin Spacing 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b •8'-0" b T-6" b 7'-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 7'-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 7'-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 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-0" 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 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'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" 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 7'-11" b 7'-7" b 7'4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'4" b 8'-11" b 8'-8" b 8'4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b rl3'-2" b 12'-6" b 11'-11" b 11'-5" b I 10'-11" b 10'-7" b 10'-3" 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) 767-4774 FAX: (386) 767-6556 PA © COPYRIGHT 2004 GE 3A-24 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. i ' I his 111ti11111111:11" 111cpalcl1 1))% Richard I Zapf 2867 Stonewall I'lace)it )I-7 Sanford, Fl 32773 Pernlit No. STATE- OF FLORIDA SEMINOLE COUNTY OF: NARYANNE MRSE, CLEW OF CIRCUIT COURT MINGLE COUNTY AK 05456 FIG 1929 CLERK'S # 2004145487 RECORDED 09/1712M 1809:40 AN RECORDING FEES 1ftt.M RECIIRDED BY L N&inley Tax folio No. 04-20-30-514-0000-0050 NO'T'ICE OF COMMENCEIVIEW 1-1 IE UNDEIZSIONED hereby gives notice that improvements will be'niade to certain real property, and in accordance will: Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement . I. 17c3c1-1p(IA;Q; 1k*erty: Owl.ticscrlp(lom of.property, milt street nddress IfnvidInble) L.Cs it rai'v 00b� l 2 Pt3 5-y PC 5 Y y � X57. SROOM 2. General description of Improvement- NEIDA GRAJALES 109 CIRCLE HILL ROAD 3. Owner information: SANFORD, A 32773 a. Name and address - b. Interest in property - c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Nomesavers, Inc. )Qt/.2867 Stonewall Placer 117 Sanford, FI 32773 407-322-6149 SCC 056734 5. Surely a. Name and address - b. Amount of bond $ . Lender: (name and address) it PIRA OF �ICIRCtllT WURT . Uig t t3'1�IlR C KYR SEP I �Z 2004 Persons within (fie Stale of Florida designated by Owner upon whom notices or other documents may be served as -ovided by Section 713.13(I)(a)7., Florida Statutes': (name and address) In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as ovided in Section '113.13(I)(b), Florida Statutes: (tiatrte avid address) Expiration date of notice of conuneucenten" (111cexpiration (late is I year from the date of recording unless a 17cre;nt date is succifed) �................. N co lora, to md subscribed bq1q,re tiles v = al tary's Natri� �,�'� lt4ry's CP.?F;SInlsioll Gxl)ll'ICS; —01 U (Signature of Owner) Owner's Namelse Address oq Sn V) 1- J 09/13/2004 06:18 4073662335 FENCE OUTLET, OVIEDO PAGE 01 ..1 t p 1 0.1 C 1: C? p ��pRldl l �EMtalallef ADDITIONAL. WFEwORK AU ORIZATIGN 1724 vii. &nadww sweet, DO .F. 327 (107, 35.9-9092 fax. (1077) 366-7335 L. 1 Y1.►:�� _3VZ:,5��L1 .i�+.�iOL>va . iffMAME IY, NUMMfR YELY _... ......__ _ 111 NII 1(hll ACits1'R W�QF=,�'�TMI. COMIFJIi.I Clv r ou r : 11ttc r ; ax o 3e is -?,I tw tdlowing Spet.MMY ! crlbed additional work: �Y� ge Ai OF, {Gni► . .. � • ;� . tc>E �� ::,gid ;� cLf- ck 1 a. ZA Com- r �� t 77. rAl A:1' Tl0 f- A,l. CHARGE FOR ABOVE WORK $ 1-- f'ayr�l::wrl�r.3:.,edees104)•Ns:C��3i.(:1L�ii r16E1 IF ' �dirA7r9 �A1r/ d, 7)e rforme uncsr samEr s as Specified anginal contras unlesaotherwise 96PUW, i. Oft., Autho0zingSigmWill IL a in accordance h the above SWficad.rMs, at apove stater' IldCe• I rNe it by eine• to bIrrik'h ktbor P I .Wlua,:-dStt.tfl:,s�� -•- IGOIIIII;flf�'AMMPN A"T" :1116 A t'xV �l• :•nc.+mc:11 7)1' at •7)r. n .,rwrnllrrw w.'IL M tdlr wg rMMre4 ..---„•--•^.. _ .—_ ..� 'r” ;:..- . IA'o