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HomeMy WebLinkAbout318 Live Oak Blvd (2)• 0,7,2%CITY OF SANFORD� E, RMPTAPPLICATIONPermit No.• -�/I Date: Job Address: v-1/9 1- 4A6 VAK eZIVd . Permit Type: ✓ Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole New AND Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial —Industrial Total Sq Ftg: � Value of Work: $ 6w> Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: // 0T0 _90 -50,5'- O'DOO - to c/o 0 (Attach Proof of Ownership & Legal Description) Owner/ ddress/Phone: ,�,>G4,-7GL i�Py� O�PciP/7or - &/8 L/T/`G eock 61AW. _ e1 ,3.2 9-7 - 3-60 - a o Con ctor/Address/Phone: e -7- 9.2,2- 6,19'? State License Number: .5CC O S/F ZI /l Contact Person: /c:fi or JoJ/� 2Gp7C Phone &Fax Number: _ Title Holder (If other than Owner): Address:)14 Bonding Company: Address: N Mortgage Lender: � n Address: Architect/Engineer Address: Phone No.: SY41- 76 7 - 'V%7 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 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 ve ' cation-that.I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. d3 gna a of Owne g t Date Signature of Contractor/Ag(tDate 'DA✓11) 0 f G6_AJ04r1f ' e a rd 4. ZCZ -f Print Owner/Agent's Name Print Contractor/Agent's N 4ZA1ff.X__ '151/s/ e:.,.,eti,.e „cu.,.e..,_c•�•e „a��.,.: rte. c:...,�r,.r �araeen...:ae----- ►e 1172 1 EIres 2/13/2001• wasBanded : (SW432-42,54) through• Florl,:a NotaryAssn. Inc. -' Owner/Agent is Persony�ally Known to Me or Produced ID FI -4 , 12) L_ APPLICATION APPROVED BY: Special Conditions: Expires 1066i— Bonded through I,rtd : Notary Assn., lne. 40 Contractor/Agent is _Personally Known to Me or Produced ID Date: G - / -7 - 3 1W Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t d �� Q H ticmin��lc• l'�wntr O U p�f+ Ox %�ofXNiiY �f++i rsrr $ bb.. � iXlrK(a aA 1181 K. Khat �r. tiarrord Fl. 32771 487•66f 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-505-0000-0400 Tax District: S1-SANFORD Number of Buildings: 1 OPGENORTH DAVID E & 00- Depreciated Bldg Value: $60.967 Owner: JERILYN I Exemptions: HOMESTEAD Depreciated EXFT Value: $706 Address: 318 LIVE OAK BLVD Land Value (Market): $14.000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 318 LIVE OAK BLVD SANFORD 32773 Just/Market Value: $75.673 Subdivision Name: HIDDEN LAKE PH 3 UNIT 1 Assessed Value (SOH): $63.472 Dor: 01 -SINGLE FAMILY Exempt Value: $25.000 Taxable Value: $38.472 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY DEED 09/1990 02222 1832 $58.900 Improved 2002 Tax Bill Amount: $783 QUIT CLAIM DEED 07/1987 01870 1512 $100 Improved 2002 Taxable Value: $36.984 WARRANTY DEED 10/1983 01495 1412 $44.900 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 40 HIDDEN LAKE PH 3 UNIT 1 PB 27 LOT 0 0 1.000 14.000.00 $14.000 PGS 44 TO 47 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1.582 1.064 CONC BLOCK $60.967 $65.910 Appendage 1 Sqft SCREEN PORCH FINISHED / 160 Appendage / Sqft GARAGE FINISHED / 308 Appendage 1 Sqft OPEN PORCH FINISHED / 50 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG 1999 140 $706 $840 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole._county_title?parcel=11203050500000400... 5/30/2003 ,(D7- .3 / SANFORD BUILDING DEPT. E PLANS ARE REVIEWED AND CONDITIONALLy y ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF DEPT ., 4 PrRMIT PREVENT 'I —z BUILDING Ei?: TaR ! "F"NG A CORREC- O;c :iT'-.C'. I C`r TI �'-'JNSrRUCTION Uuf PrcRMIT # oFfICE COPY !( LEGAL DESCRIPTION: L 6r 4.00 HInDEN LAK� Pa�IASETLC, Nil' I, RLCORDED IN PLAT BOOK 27 , PAGES444,', PU©LIC RECORDS OF SEmIHOLF COUNTY FLOP IDA PLAT OF SURVEY FOR: IDAVID E, i JEIZ)LYN I. op6r;NORTH ALSO CERTIFIED CORRECT TO. AMI:i2ICAN 1400E FUNDING, )NC, SUN SE1-T TITLE Ar-ENCY THIS IS TO CERTIFY THAT I HAVE REVIEWED THE FLOOD INSURANCE RATING MAP, PANEL NUMBER DATED -Jf -C -.9°-, AND DETERMINED THAT THIS P.6apEKY--- LIES IN FLOOD ZONE A t ENG I NEER I NG s SURVEYING INC. 2600 TEMPLE DRIVE. WINTER PARK FL.32789 (401) 645-5001 40 grALE - I j aW n 30 r- r'ET CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. TYPE OF SURVEY: BOUNDARY JOB + - �.T?� G� 836 - 90 ��t• � ------------------ BEARINGS BASED ON PLAT GERALD N. H I LLARD P. L. S. 01086 UNLESS OTHERWISED NOTED DATE 8-•28-90 ri 1 I W SP/A r -t ,$�C IZtf�W /�od+..-- w L � �'j � o �:' ► ' %rJ� 12�i l i L IN r +v � o.._: � • 40„ 3O / r+ M n g (etc wfp)-0 - ri 1 I W SP/A r -t ,$�C IZtf�W /�od+..-- w L � �'j � o �:' ► ' %rJ� 12�i l i L IN r +v � o.._: � • 40„ SECTION 3 SCR= N, ACVINYL, GLASS & MODULAR ROOMS EDGE BEAM TABLES. SCREEN & VINYL ROCMS: 3.1.1, 3.1.2 GLASS ROOMS: 'LW FOR I I (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 MAX. H. IGHT (ENCLOSED) 3.3.1,3.3-2.3.3.3 j UPRI HEIGHT (h) I) 1" x 2" IJ 11 VARIES OR RAISED FOOTLING RADE —``(FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25) TYPICAL 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 I AL i cRNATE CONhEC { LION 'P/2'ce FASCIA ALLOWED SIZE BEAM AND UPRIGHTS I (SEE SECTION 7 FOR : )F AILS) (SEE TABLES) —� j� C O.H. ; z U �' SOLID ROOF I / / I ix NO MAXIMUM / / I w (ELEVATION SLAB OR GRADE) i _ •. P =PROJECTION FROM BLDG. VARIES I VARIES I LW = LOAD. WIDTH I 'P' VARIES NOTES: 1.ANCHOR 1'x 2" OPEN BACK EXTRL'SICN'N/ 1/4" x 2-1/4" CONCRE7-= FASTENER MAX. OF 2'-0" C.C. AND W/ IN 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 ANC (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 SEAM FROM TAABLE 3.1.3 AND GLASS ROOM FOURTH WAIL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND V_OCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION:100��{i-123 130 14-0 150 7 8 1 7.10 1 7# 12 #12 " r•'•• i. TYPICAL SCREEN ! GLASS ROOM SCALE: 3/16"= l'-0" Lawrence E. Bennett, P.E. CV2 ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32.21 TELEPMONE (386) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT 2CC3 3-2 1 NOT TO BE REPROCUCED IN WMCLZ- CR IN PART WI --!CUT T i•iE'NRIT. _N PERMISSICN OF LAWRENCE E. BENNE ?._ SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1/4'x 6" RAWL TAPPER I THROUGH 1" x 2' AND ROW ALUMINUM FRAME SCREEN LOCK INTO FIRST COURSE OF WALL BRICKS ROW LOCK BRICK KNEEWALL TYPE SMORTAR ALTERNATE CONNECTION OF REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL BRICK OR OTHER NOW STRUCTURAL KNEE WALL 4' (NOMINAL) PATIO - 1' WIDE x 0.063' THICK STRAPCONCRETE .10 SLAB W/ 6 x 6 - oQ EACH POST FROM POST TO x 10 WELDED WIRE MESH FOOTING W/ (2) #10 x 3/4' OR FIBER MESH CONCRETE S.M.S. STRAP TO POST AND _ • (1)1/4" x 1-3/4" TAPCON TO (1) #5 0 BARS W/3' COVER SLAB OR FOOTING • •a (TYPICAL) BRICK KNEE WALL AND FgUNDATI01 FOR SCREEN WALLS .. SCA! -E: 3/4' = l'-0" \ 4' MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP (1) 5 BAR CONT. j BEFORE SLOPE ALL SLAB =T • g • �; `c� _ I /° •• I I �� I I — — • .. _ I I-1 I . : � Lr 71�111�11—II r I Imo~ I- II SII I�IrI 8' 12^ TYPE 1 E 11 TYPE 11 FLAT SLOPE / NO FOOTING DERAT SLOPE FOOT NG STEEP SLOPE COTING TES_ 0-2" / 12' 2"/ 12" - V-10" > 1'-10' 1. FOUNDATIONS E BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. B 1N CITY IL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST ESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE 11 FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 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 FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOO"ONG SECTIONS REQUIRED BY LOCAL CODE:. LOCAL CODE GOVERNS. �'i`" (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (388) 787-6556 PAGE r� ® COPYRIGHT 2003 3-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.=. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECT10N 3 COMPOSITE ROOF PANELS: (4) 1/4' x 4' LAG BOLTS W/ 1-1/4'FrNDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2"x27 OR 27 x3"HOLLOW GIRT AND KICK PLA%= 2' x 2' HCLLOW RAIL YIS PANc�S ATTACHED cR T HEADER A—,ACHED TO POS Wl MIN. (3)TO x 1-11V S.M.S. IN SCREW ?CSSES POST A77 1 ACHED TO BOT 1 CM I/ MIN. (3) #10 x 1-1124' S.M.S. IN SCREW BOSSES 27x2%27x7 OR3"x2' HOLLOW (S=— VAN TABLES) FOR SNAP E;%7RUSICNS GIRT ATTACHED T7 POS Wi ► r. MIN. (3) M'10 x llr S.M.S. IN SCREW BCS,SES 1' x 2' OPEN :ACK BOTCM RAIL r 1/4' x 2-1/d' .MASONRY ANCHOR v = FROM EACH POST AND 24' O.C. (MAX.) TYPICAL UPRIGHT DETAIL = SCALE: 3' = 1'-0" Lawrence E. Bennett, F.E. C."L --vGINEzR - DEVF QPLETIr MM ANT P.C. BCx 21,6360. SCU H OAY•CNA FI.=121 E ._'PMCNE (:.66) 767i:. A FAX (3W) 7, 67-65% I P^GE ® CCP'YRIGHT 2CO3 NCT T0 BE REP4CCUCcD IN IVF CLE CR IN P*9T',YI71•ICUT-HEPERMIS3iGV CF LAWRENCE E. BENNETT, P.E. 3- 17 SECTION 7 SOLID ROOF PANE. P'R•OgUCTS COMPOSITE ROOF ANCHORING DETAILS :8 x 1/2" S.M.S. SPACE ' TING TRUSS OR RAFTER @ 8' O.C. BOTH SIDES 1 x 1-1/2" S.M.S. OR WOOD SCREW (2) PER RAFTER ' OR TRUSS TAIL w z a. :1 X3/4' S.M.S. OR WOOD ¢ Lu . 2 ROOF PANEL 5CR SPACED @ 12" O.C. �— ro. LISTING FASCIA OF PANEL TO FASCIA DETAIL SCALE: 3"= 1%0" EXISTING HOST Ski' UCTURE WOOD=rcA,ME, MASONRY OR ;8 x 1/2" S.M.S. SPACE OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES FOR MASONRY USE 1/4' x 1-114' MASONRY i kNCHOR OR EQUAL @ 24" O.C. z a FOR WOOD USE :10 x 1-1/2' Q w. S.M.S. OR WOOD SCREWS O re. / I ROOF PANEL 12" ROOF PANEL TOW L DETAIL SCALE: 3"= NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTS 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 SHAH- 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 PANE'_ WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HCST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAIL ABOVE ARE BASED ON A LOAD FRCM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CML ENGWEER - DEVELOPIIEMT CCNSUL7ANT P.C. KCX:147.88. SCUTM DAY70NA, FL 32121 -.-EPHCNE (386) 767-4774 FAX (386) 767.6556 I PAGE 7 w I CL°`, NOT BE ~R PRODUCED IN MMCLE CR IN PART'MTHCUT HE WRITTEN PEPMISSICN OF LAWRENCE E. KENNET, i.= SECTION 7 SOLID ROOF PANEL PRODUCTS Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density (IM -t, Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density s- v AR" v n n717 Rnnf n.l Glass Rnams Wind pan Structures Mono -Sloped Roof Screen Rooms oof Partially Enclosed Enclosed I Overhang / Cantilever Region 162 span 3 span 4 span 162 span 3 1 span 4 span 182 span 3 span 4 span 162 span 3 span 4 span All Roofs 10 21'-4' 23'-10' 23'-0' 23'-10' 25'-9' 13'-6' 15'-1' 14'-7' 15'-1" 1T-9' 16'-3' C.O. MP 21'-1' '10' 23- 2'' 8' '21'-11' 23'-8' -0 15'-4' 14'-10' 4'-0'110 H 20'-4' 22'-9' 21'-11' 20'-5' 19'-5' 18'-10' 10'-8' 12'-5' 11'-6' 12'-6" 13'-11" 13'-0' 4'-0' 123 MPH 17-6' 21'-10' 21'-1' 15'-11' 18'-11' 18'-3' 10'-51 11'-T 11'-3' 11'-8' 13'-8' 13'-2' X.O. 130 MPH 18'-0' 20'-2' 19'-5' 1 15-1' 1T-9' 16'-3" 9'-10' 10'-11' 1 10'-7' 11'-1' 12'-11' 12'-6' 4'-0- 140 MPH 12'-4' 13'-9' 13'-3' 12'-4' 13'-9' 13'-3" 9'-2" 10'-3' 9'-11' 1 10'-3' 1 1 V-6- 11'-1' 4'-3- 150 MPH 1 12'-4' 13'-9' 13'-3' 12'-4' 13'-9' 1 13'-3' 8'-T 9'-7' 9'-3' 1 9'-6' 1 10'S' 10'-4' T -11- 't- v AA- v It 11111" 12—f D.n.l I Glass Rnnms Wind Open Structures Mo loped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed I Overhang / Cantilever Region 182 span 3 span I 4 span 162 span 3 span 4 span 182 span 3 span 4 span 162 span 3 span 4 span All Roofs 100 MPH 24'-11' Zr-11" 2T-0' 23'-10' 26'4' 25'-9' 15'-10" 18'-5' 1T-10" 18'-8' 20'-10' 20'-2' a'-0' 110 MPH 24'-11' 27"-11' 2T-0- 21'-11' 24'-6' 23'-8' 14'-2' 15'-10' 15'-4' 16'-2' 19'-3" 18'-8' 4'-0' 120 MPH 23'-10' 26'-8' 25'-9' 20'-5' 22'-10' 22'-1' 12'-11' 14'-6' 14'-0' 14'-8' 1T-8' 15'-10' 41-0' 123 MPH 22'-11' 25'-7' 24'-9- 19'-10' 22'-2' 21'-5' 12'-8' 14'-2' 13'-9- 14'-4' 16'-0- 15'-0' x-0- 130 MPH 21'-2' 23'-7' 22'-10' 1 18'-8' 20'-10' 20'-2' 11'-6' 13'S' 13'-0' 13'-7- 15'-2' 14'-8- 4%0" 140 MPH 14'-5' 116'-2' 14'-7' 15'-T 14'-5' 16'-2' 157 10'-9' 12'-0' 11'-T 12'-8' 14'-2' 13'-8' 4'-0' 150 MPH 14'-5' 16'-2' 15'-7- 14'-S 16'-2' 15'-7- 10'-0' 11'-3' 10'-10' 11'-2" 13'-2' 12'-9' 4'-0- A- - A2- v n n*A- 12—f 0-1 1 Glass R[ me I Wind Open Structures Mon loped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed I Overhang / Cantilever Region 162 3 span span 4 span 162 span 3 4 span span 182 scan 3 span 4 span 162 span 3 span 4 span All Roofs 100 MPH 23'-5' 26'-2' 25'-3" 22'-3" 24'-11' 24'-1' 14'-9' 16'-0' 15'-11' 1T-5"1 19'-6' 18'-10' 4'-0' 110 MPH 23'-5' 26'-2' 25'-3- 20'-0' 22'-11' 22'-2' 13'-3' 14'-10- 14'-4' 15'-1" 18'-0' 17'-5' ---.0- 120 MPH 22'-3' 1 24'-11' 24'-1' 19'-1' 21'-4' 1 20'-7' 11'-6' 13'-7' 13'-2' 13'-9' 15'-4' 14'-10' 4'4' 123 MPH 21'-5' 123'-11-. 23'-2' 18'S' 20'-9' 20'-0' 11'-5" 13'-3' 1 12'-10' 13'-5" 14'-11- 14'-6• X.O. 130 MPH 19'-9' 1 22'-1' 21'-4 1T-5' 19'-0' 18'-10' 10'-9- 12'-7- 11'$' 12'-8" 14'-2- 13'-8' 4'-0- 140 MPH 13'-6' 15'-1' 14'-T 13'-6' 15'-1- 1 14'-7' 10'-1' 11'-3- 10'-10' 11'-3' 13'-3- 12'-9' 4'-0- 150 MPH 13'-6' 15'-1' 14'-7' 13'-6' 15'-1' 14'-T 9'-5- 10'-0' 10'-2' 10'-5' 12'-4' 11'4' 1 4'-0" A- - An- - n n -n- o..wf n ---a I Rine Rnnms 1 Wind Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed I Overhang / Cantilever Region 162 span 3 span 4 span 162 span 3 span 4 span 182 span 3 span 4 span %2 span 3 span 4 span All Roofs 100 MPH 2T-9' 30'-11' 29'-11' 26'-5' 29'-6' 28'-7' 18'-3' 20'-5' 19'-9' 20'-8' 23'-1' 22'-4' 4'-0' 110 MPH 2T-9' 30'-11' 29'-11- 24'-4' 2T -z, 1 26'-3' 15'-9' 18'-6' 1T-11' 19'-1' 21'-5" 20'-8' 41-0' 120 MPH 26'-5' 29'-6' 28'-7" 22'S" 25'-4' 24'-5" 14'-5' 16'-1' 15'-7- 17'-6" 19'77' 18'-11 4'-0' 123 MPH 25'-5' 28'-5' 27'-5' 21'-11' 24'-7- 23'-9' 14'-1" 15'-9' 15'-2' 15'-10' 19'-0' 18'-5" 4'-0" 130 MPH 23'-5' 26'-2' 25'-4' 20'-8' 23'-1' 22'-4' 1 13'-4' 14'-11' 14'-5' 15'-0" 17'-11' 16'-3" 4'.0- 140 MPH 16-11' 1T-11' 1T-3' 15'-11' 17'-11- 1T-3" J 12'-5" 13'-10' 13'-5' W-10" 15'-8' 15'-2' 4%0" 150 MPH 15'-11' 17'-11' 17--3' 1 15'-11' 17'-11' 17'-3' 1 11'-2' 1 12'-11" 12'-0' - 13'-1" 14'-7' 1 14'-1' 4'-0" note: Total rooT panel wlctn = room wwin • wan wlam r ovemang. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 STRUCTALL• 350 BURBANK, OLDSMAR. FL 34677-4906 LOCAL (813) 555-2627 NATIONWIDE 1-800-969-3706 IPAGE -42 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.. I SECTION 3 1 SCREEN, ACRYLIC /'VINYL, GLASS & MODULAR ROOMS C Table 3.1.1-110 Allowable Edge Seam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #!SF (36 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-0 Z'x2"x0.04d' 2'x2"x0.055" Load Max. Span 'L' / (bending'b' ordeflection V) width (ft-) 1 & 2 Span 3 Span 4 Span Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd) Width (R) 1 d' 2 S 3 Span 4 Span Cantilever 5 4'-4' d 5'-5' d 5'-3' b 1'-1' d 5 4'-8' d 5'-9' d 5'-8' ' b 1'-2' d 6 4'-1' d 4'-11' b 4'-9' b 1'-0' d 6 4'-4' d 5'-5' d 5'-3' b 1'-1' d 7 3'-11' d W-7' b 4'-5' b 0'-11' d 7 4'-2' d 4'-11' b 4'-10' b 1'-0' d B T-9' d 4'-3' b 4'-2' b 0'-11' d 8 T-11' d 4-$- b 1 4'-6' b 0'-11' d 9 T-7- d 4'-0- b 3'41' b 0'-10" d 9 T-10' d 4'-5- b 4'-3- b 0'-11' d 10 3'-5' b T -10'b 3'-8' b 0'-10' d 10 3'-8' d 4--2' b 4'-0- b 0'-11' d 11 3'-3' b 3'-8' b 7-6' b 0'-10' d 11 3'-7- d T-11' b T-10' b 0'-10' d 12 T-1' b 3'-6' b 3'-4' b 0'-10' d 12T-5* b 3'-10' b T -F b 0'-10' d 3" x 2' x 0.045' 3- 7-2-- x 0.070" Load Max. Span V1 bending 'b' or deflection V) W)dth (h) 1 & 2 Spa 3 Span 4 Span Max. Gntllever, Load Max. Span 'L' / (bonding'b' or deflection W) Width (ft.) 1 & 2 S 3 Span 4 Span Max' Cantil' 5 4'-11' d 6'-1' d F-3' d 1'-2' d 5 5'-T d 6'-10' d T-0' d 1'4' d 6 4'-8- d 5'-9' d 5'-9' b 1'-2" d 6 5'-3" d 6'-5' d 6'-7' d 1'-3' c 7 4'-5' d 5'-0' dE4'-11* b 1'-1' d 7 4'-11' d l 6'-2' d 6'-3' d 1'-3' d 8 4'-3' d 5'-1' b b 1'-0" d 8 4'-9' d 5'-10' d 1 5'-11' b 1'-2' c 9 1 '-1' d 4'-10" b 4'-8' b 0'-11' d 9 4'-T d F-8' d I d 10 T-11' d 4'-7- b 4'-5' b 0'-11' d 10 4'-5- d 5'-5' d 5'-3' b 1'-1' C 11 T-10' d 4'-4" b 4'-3' b I 0'-11' d 11 4'-3' d 5-2' b F -T b 70- d '-8' d 4'-2' b 4'-1' b 0-11' d 12 4'-2' d 4'-11' b 4'-10' b 1'-0' C 2" x 3- x 0.045 2" x 4" x 0.050" Span 'L' / (bending 'b' or deflection 'dj width (ft')1 & 2 Spa 3 Span 4 Span GMax.ntiler Load Max. Span V1 (bend(n 'b' or deflection 'dj Width (ft.) 1 & 2 S 3 Span 4 Span CaM ever 5 0-2' d T-4' b T-1' b 1 1'-6' d 5 T-11' d 1 9'4' b 9'-0' b 1'-11' d 6 5 =9'd 6'-8' b 6'-5' b 1'-5' d 6 7'-6' d 8'-6' b 8'-3' b 1'-10- d 7 5'-,6"F-2' b 5'-11' b 1 V-4" d 7 7'-1' b 7'-11' b T-7" b 1'-9' d 5'-9' b 5'-7' b 1'-3' d 8 6'-7' b T-5' b T-2' b 1'-8' d 9 4'-10' b 5'-5' b 5'-3" b 1'-3' d 9 6'-3" b 6'-11' b 6'-9' b 1'-7' d 10 4'-7' b 5'-2' b 4'-11' b 1 "-2' d 10 5'-11- b 6'-7' b F-5' b 1'-6' d 11 4'-5 b 4'-11" b 4'-9' b 1'-2" d 11 5'-8' b V-4" b V-1' b 1'-6' d 12 4'-3" b 4'-9" b 4'-7" b 1'-1" d 12 5'-5" b 6'-0- b T-10' b 1'-5' d 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 spar.s. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 RAG COPYRIGHT 3.28 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.= I SCREEN, ACRYLIC / VINYL, GLASS u MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 S/SF Tributary L dth W a Purtin Spacing 1 Sections 3'-0"' . 3'-0" 4'-0" W-6- S-0" S-0' 6'4" 6W T-0' i Allowable Heig '/ bending 'b"ar. defleetlon 'd' X xs-x x3"x oust at 120 MP.4 velocity: d 8'-6" 8'-1' 10'-0' Sections SS 1 Tributary Load width W o Purlln Spacing ' 4'-0' 1 4'-6' 1 7-0' 1 5'-i' 1 6'-0" 1 Fe- Allowable Height 'H' / bending 'S' or deflection'd' 1 T-0' 1 Tb Z' x 2" x 0.044" Hollow 8'-8' b T-7 bl T-6' b T-1' b 1 6'-8' bl 6'-5' b 1 5'-1' b 1 5-11' =I 5'-8' b • T-6 b Y x 2" x MOW Hollow T-5' at 3-7 b I 8'-Z' b I T-9' b I T-4' bl T-11' of 6'-S' bl 6'S' 01 o"' -Z' b 5'-11' b 3' x 2" x 0.045" Hollow 10=5' bl S -T b 8'-11' of T-6 bi 8'-0' bi T-8' bi T-4' bi 7"-1' bl 6'-10` bi 6'-7- b 3' x 2' x 0.070" Hollow 1Z-1' dl 11'-5' b 10'-3' b 10'-1' b 9'-7' b 9'-2" b I 8'-9' b 8'-5' of 8'-1' b 7--10' .b 2' x 3" x 0.045' Hollow 17-10' bl 11=11' b 11'-Z" b 10'-6* bi 9'-11' b 7-6' b 9'-1" b 8'-9' b) 8'-5' b 8'-2' b 2' x 4" x 0.050" Hollow 14'-11' S1 17-10' b 12'-11' b 12'-2' bj 11'-T' b 11'-0' b 10'-7' b I 1(Y -Z 7i 9'-9' b 9'-5" b 2' x 5" x 0.050" S.M.H. 21'-0' bl =-1' b 18'-9' b 1T-9' bj 16'-10' b i W -C)" b 15-4' bl 14'-9' S1 14'-2' bi 13'-9' b 2' x 6" x 0.050' S.M.H. 23'-11' bi =-Z' bt 20'-9' b 19'-7- b 1 18'-T b I 1T-9' b 16-11' bl 15-0' bi 16-8" b 15-7 b 2' x,2" x 0.044" Snap 10'-4' bi 7-7 bi 8'-11' bi 8'-5' b T-11' b T-7' bi T-0' bj T-0' S1 F-9" bi 6'-6' b 2" x 3" x 0.045" Snao 13'-3' b 12'3' b 11'-5" b 10'-9' bl 10'-3' b 9'-9' bi 9'-4' bl 8=11' b W-8- bl 8'-4 b 2' x 4" x 0.045" Snap i 16'-Z' bi 1d'•11' bi 14'-0' bl 13'-2' bl 12-0' bl 11'-11' bl 11'-5' bi 10'-11• .71 10'-7- b I 10'-3' b For 3 second wind gust at 130 MPH velocity; using design load of 15;WSF i Sections 3'-0"' o' Tributary Load width W 3 Purtin Spacing 4'-0" I 4'-0" I 5-0' I 5'-6' I 6'-0" 1 6'4- Allowable Height W1 bending 'b' or deflection 'd' 1 T-0' I r -6 - 2' x 2" x 0.044" Hollow 8'-1' bl 1-8' b 1 6'-11' bi 6'-7- bl 6'-3' b 5-11' b 5-8' b 5.6' bi 5'-3' bl 5'-1' b 2" x 2" x 0.055" Hollow 8'-10' of 3-c b T -T of T-2" bi 0'-10' b 6-6" b 6-3' b 5-11' of T-9' of T -T b 3' x 2" x 0.045" Hollow 9'-3' bl 3-11' b 8'-4' b T-11' bf T-0' b T-2' b 6'-10' b 6'-7' b 6'-4' b 6-1' b 3" x 2" x 0.070" Hollow 11'-6' *I •.0'd' b 9'-11' b 1 9'-5' b 1 8'-11' b 8'-6' b 8'-2' b T-10' 31 T-6' bl 7-3" b 2' x 3" x 0.045" Hollow 11'-11' bl 11'-1' b 10'-4' b 1 9'-9' b 1 9'-3' b 8'-10" b 8'-5' b 8'7 bl T-10' bi T -T' b 2' x 4" x 0.050" Hollow 13'-11' DI '2-11' b 12'-1' bi 11'-4' b I 10%9' b 10'-3' bi 9'-10' b 9'-5' bi 9'-1' bi a'-10' b 2" x 5" x 0.050" S.M.S. I 20'-Z' DI '3'd' of 1T-0• bl 16-6' bl 15-8' b 14'-11' bl 14'-3' b 13'-9' of 13'-3' b 12'-9' b 2' x 6" x 0.050" S.M.S. 1 27-4' of =-8' 0 1 19'-4' of 18'-3' bl 1T-3' b 1 16'-0" b 1 15'-9' b 15'-r 71 14'-7' b 14'-1' D 2" x 2" x 0.044" Snao 9'-7- of 3'-11' b1 8'-4' bl 770- bl 75' 31 77 bl 6'-9' b 6'-6' 71 6'-3'__i! b 2' x 3" x 0.045" Snao 1Z'-4' bl 11'-5' b 10'-3' b 10'-i' b 9'-0-" b 9'-1' b S'-8' b 8'-4'..56= 8'-1' bi T-9' b 2" x 4' x 0.045" Snap 15'-1' bl 1:-11' bl 13'-0" bi 1Z-4' bi 11'-8' b 1 11'-1" bl 10'-8" b 10'- 91-0' b Notes: 1. Above spans do not include lent'. t cf knee brace. Add horizontal distance from upright to center of brace to beam ccnnecticn to the above spans for Ictal beam spans. 2. Spans maybe interpolated. Lawrence E. Bennett, P.E. C1V4L rlvGiNEJ4 - DEYZLR.Mefr, rNSULTAArr P.O. BOX 214568. SCUTH CAY 014k FL 32121 I TELEPMCNE (386) i 67774 FAX (386) 767-6556 PAGE CCPYRIGHT 2CO3 NCT 70 3E iEP RCCUCE'J :V W7tCLE CR :N PART'NITHGUT THE'NRIT'cN PEfRMISSICN CF LAWRENCE E. 3E.'4NETT. P.. 3-39 � This insliunicnl Inrl/alcd hy: Richard 1-1Lapf 2867 Stonewall Place )it ll -7 Sanford, FI 32773 Permit No. STA'L'E OF FLORIDA COUNTY OF: SEMINOLE , loot 1n we a got 1. M. .. w.-... .. ... .. ... .. .. LIR mm MORSE, CLERK OF CIRCUIT COURT SEMIMXE COUNTY - BK 04859 PIS 0545 CLERK'S K 2003098591 RECORDED 06/10/2m 04130126 P" MWOVINS FEES 6.00 RECORDED BY N Nolden TIM folio No. 11-20-30-505-0000-0400 NOTICE OF COMMENCEMENT THE UNDE-RSIGNED hereby gives notice flint hnprovemenls will be made to cetlain renl property, nud in accordance with Chnpter 713, Florida Stnlutes, the following infurntatiun is provided in this Notice of Commencement 1. Description ofproperty: (legnl deseriplion ofproperty, mid sit -eel m itiress ifnvmilnbic) LIK7 CO T '-tO if ►'�b a ("V L4 9--C Af 3 V Ali T I P6 P 7 �G S Spy- y7 2. (3eneral description of Improvement - ALUMINUM SCREEN W/ACRYLIC WINDOWS & CONCRETE 3. Owner infurmntion: n. Name and address- DAVID OPGENORTH 318 LIVE OAK BOULEVARD SANFORD FI 32773 b. interest in property - c. Name mid address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Ilomesavers, Inc. 2867 Stonewall PlacedW 117 Sanford, FI 32773 407-322-6149 SCC 056734 5. Surety a. Name and address - b. Amount of bond $ 6. Lender: (nnune and address) it !JUN 10 2003 ;,atlrltlu cUPV MARYANNE MORSE . CLERK OF CIRCUIT COURT' SEMINOLE COUNTY. FLOIRM i,r CLOW 7. Persons within the Stnte of Florida designnled by Owner upon whom nutices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Stnlutes: (mune and address) S. In addition to himself, Owner designates the lbllowing person(s) to receive n copy of the Uenur's Notice ns provided in Section 713.13(I)(b), Florida Statutes: (nnme and address) 9. Expiration dale of notice of commencement (the expiration date is I year from the date of record it unless a lifferetil date is succitied) )worn to and subscribed berore me Fills IST dny of m ;2003 Aii4infure of Own g Jolnry's Natne a rct! i Address „�/Sr �B Gd Jotery's Commission Expirics: '