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Home My WebLink About108 Royalty Cir (3)1 RECEIVED rn CITY OF SANFORD PERMIT APPLICATION JA N I Permit #: W _ ' 7 Date' Job Address: Lin gIVAItAil"u, Description of Work: 0 G losure Historic District' Zoning: Value of Work: $ Permit Type: Building _!L 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 Cale. 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: ResidentialCommercial Industrial Total Square Footage: Construction Type: ''# of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:33_ I - I — 3 0 _ 5Q J _ V 0y 0 V 0 ! V Attach Proof of Ownership & Legal Description) Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Phone: Address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 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 mg-airtingconstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU7l. 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 wateTanagemenydistricts, state agencies, or federal agencies. 4 r it lk APP I will notify thep4er of tpe property of the Df QwnBRA f r Date er/ AgentNam of Notary- te ofl*ri& jDate Owner/Agent is /Personally Known to Me or Produced ID ICATION APPROVED BY: Bldc: CW4—Zoning: Initial & Date) Special Conditions: 1ireme t6 orido n 713. ' g re ott) sactor/Age Date p' to Agent' smePritCotractorldkCLi^ Z .S , I ignatua of,Notary-State Flo da Dat t Contractor/ Aeent is _Personally Known to Me or 4tr t Produced I D Utilities: Initial & Date) ( Initial & Date) 5 100 FD: Initial & Date) In EWING CONSTRUCTION SERVICES 611 New York Ave. St. Cloud, FL 34769 407)277-4115 0 i r , Florida 2005 I, Ben James Ewing, give power of attorney to ca b r 5 for the purpose of Obtaining a building permit to construct a pool enclosure on Lot _ in O-ID iJ n CU ID 4 u subdivision. Address: +M rI r . The foregoing instrument was acknowledged before me this day of . , 2006 by8M 7. Ey" i nor Notary P ,61t State of Fb W Amonde Rowe-_ p My Comn+x atplor, 00453980 iprd Ezp res0 7 009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I Personal Property Please Select Account W MAC T A 35.0 t 2 DAVID JOHNSON, CFA, ASA PROPERTY APPRAISER EMINOLE COUNTY FL. 1 101 E. FIRST ST M SANFORD. Ft.32771-1468 407.665-7506 r 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-5QS-0000-0090 Number of Buildings: 1 Owner: RAMCHARAN ANA & CHANDICA Depreciated Bldg Value: $127,291 Mailing Address: 20-61 21 ST ST Depreciated EXFT Value: $0 City,State,ZipCode: ASTORIA NY 11105 Land Value (Market): $26,300 Property Address: 108 ROYALTY CIR Land Value Ag: $0 Subdivision Name: CROWN COLONY SUBDIVISION Just/Market Value: $153,591 Tax District: S1-SANFORD Assessed Value (SOH): $153,591 Exemptions: Exempt Value: $0 Dor: 01-SINGLE FAMILY Taxable Value: $153,591 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $3,078 SPECIAL 08/2003 04994 1918 $169,700 Improved Yes WARRANTY DEED 2005 Taxable Value: $154,237 WARRANTY DEED 12/2002 04646 0743 $480,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontae DeLand Unit Land gpth PLATS: Pick... Method Units Price Value LOT 9 CROWN COLONY SUBDIVISION PB LOT 0 0 1.000 26,300.00 $26,300 61 PGS 76 - 78 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2003 10 1,284 2,820 2,384 CB/STUCCO $127 291 $129 229 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft GARAGE FINISHED / 400 Appendage / Sgft UPPER STORY FINISHED / 1100 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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=3319305QS0000... 1 /10/2006 1 IN 1111111111111111111111111111111111111111114 11111111111111111110 I 3Adl A3) NOTICE OF COMMENCEMENT Stale: FLORIDA County: Q m in 0la THE UNDERSIGNED hereby gives notice that Improernerrt willbemadetocertainrealproperty, and in accordance wv 'ifli Chapter 713, Florida Statures, the following information is provided in thisNoticeofCommencement. PB_areI - V- Q - d o1 escription of pro ert (/ d MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06076 PG 0523 CLERK' S, # 20060046-.43 RECORDED 01/10/2006 0214562 PM RECURDINB FEES 10.00 RECORDED BY D Thocas t 0690 P y rb escrrplron of operly, and slreelU ol/F if/ Ci'r CERTIFIED _COPY Mn4SE CLERK OF CtR T rniiRT g OLE COU LORIDA BY pEPUTY t:LERK IJAN 1 p 204E i 2. General description of Improvement: vI Qrtc; ,re3Owner tInformation; I A. Name and Address: e Chi % / a h '''t E.1 V, rc B. Interest in property: OWNER :1 0-- 1. 1 0 1 -_L r _ _ i C. Name and address of fee simple titleholder (if other than owner): Y rG 4. Contractor: (name & addre.sr): 0.0; 6ery P0 NX -7d O 1 5. Surely: Or I I-L 3g, _ 'J I " A. Plame and address: B. Amount of bond: N/A G Lender: (name and addi•es.v) 7 Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be servedasprovidedbySection713.13 (1)(a)7, Florida Statures: (name andaddresa) _ N/A 8• In addition to himself, Owner designates the following peon(s) to receive a copy of the Lienor's Notice as proved in Section 713.13 (1)(b), Florida Slatrres: (name arrcladdr•ess) i ABOVE NAMES CON7'RAC'I OR 9. Expiration date of Notice of Commencement (the expiraGoIn date is 1 year for lire date of recording unless a different dateisspecified) Signatures of Owner 73 S Owner's Printed Name: Drivers License N: ! `/ Owner's Address: _ IA l i All information rust be printed legib y to comply with recording requirements. STATE OFFLORIDACOUNTYOF Ser'1IWif v The foregoing instrument was acknowledged before me this I ' i i I d j-y S by Arn A giy t, a ran i r i who is personally known to me or who has produced LJ Vasideal( and who:did (did riot) lake and oalh. Signature of person taking acknowledgement) p Carmen ( Signature Name of officer taking -acknowledgement - typed or stamped) p WCommissionDD284518 ( Tile orrank) O111- Expires February 10, 2008 lti SCREENED ENCLOSURES SECTION 1 I SEE TA PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION SEE DETAILS SECTION 1) ALTERNATE CABLE 1" x 2" (TYP.) GRADE K-BRACING (OPTIONAL) - / _ CABLE CONNECTION GIRT (TYP.) - ( SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION I SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES H 0 RISER WALL WHERE QUIRED IRLINS (TYP.) 4GONAL ROOF BRACING EE SCHEMATIC SECTION 1) kBLE BRACING K-BRACING (OPTIONAL) GIRT (TYP.) j SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING 1" x 2" (TYp) (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC i SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN TFtE S_U6SE'OUENREVIEWEP l ` 1 OF SA:MPOD) PERMIT # Lawrence E. Bennett, P.E. FL m 16644 C;vlt E1 G;NE_R.C:EC?eE.vrCCwsul'.:vr P 0 SCX 214 63. SCUTH DAYTCNA.':_ 3:': TELE?C E. 1:+3tii 757 7-- F4A i:96)757-6556 PAGE Q COPYRIGHT 200+ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHCUT THE WRITTEN P^nAtISSION OF l vRENCc E. BENNE T. P 1 -3 t'x2'XVI)' ANGLE Illt I •FI_nf BAR 111;Cc-pTrll 5/16 WI:I_ ED I_YLIILIL I, W1111 WASI lL12 & I•IU f 2 1=\C1I I1V1.It I 1711UL1_ I.111.11'I:II 1.114 1/ 4 1 APCONS SCREENED ENCLOSURES SECTION 1 0.. HE IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS HOST STRUCTURE ROOFING 2" LAG SCREWS SEE SECTION 9 FOR SCREW SIZE) 2" STRAP LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 ALTERNATE LAG SCREW AND FERRULE 6 SUPER OR 2" x 2" ANGLE WITH (4) S.I.S. EXTRUDED SEE SECTION 9 FOR SCREW GUTTER SIZES) EACH SIDE OF EEAM AND SUPER OR EXTRUDED GUTTER FASCIA AND SUE -FASCIA SUPER OR EXTRUDED GUTTER NOTE: MINIMUM POST SIZES ARE REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) SELF -MATING BEAM SEE TABLE 1.1 OR 1.8) 2" x Y COMPOSITE EAVE GIRT FASTENERS SIZE, NUMBER AND PATTERN (SEE TABLE 1.6) POST SIZE (SEE 1.3 OR 1.6) SOFFiT IU1r,{. DISTANCE TO HOST STRUCTURE NA- 2J" WITHOUT - S;TE SPECIFIC ENGINEERING RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 5 SCALE: 3" - 1'-0" Lawrence E. Bennen, P.E. FL -r"r 16044 C.-VIL ENGINEER - CEVELCFt : ,T C_-NSUL TaNT P O BOX 21e358. SCUT- :+1 TCNA, FL 32'2' TELEDHCNE. 13Fc. -57_-- FAX. 15$61 ?--^50 PAGE COPYRIGHT 20W I 1 -29 NOT TO BE REPRODUCED IN '.VH LE OR IN PART WITHOUT THE WRITTEN PERMI$SICN OF IAeVRENCE E. BENNETT. P SECTION 1 SCREENED ENCLOSURES 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-112" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.5) e PM i 00 I ALTERNATE FLAT ROOF SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.5 & 9.5A OR 9.56) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - OEVELOPMENT CONSULTANT P.O. BOX 214363. SOUTH DAYTONA, FL 32121 TELEPHONE. (386) 76%J774 FAX: (386)T67-&5% PAGE FCC) OPYRIGHT 20" 1-8OT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRIT EN PERMISSION OF LAWRENCE E. RENNET ° E. SCREENED ENCLOSURES I SECTION 1 L0 IL1 Table 1.6. Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purlin, Girt b Knee Brace Size"' Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw @ 24" O.C. IK8 x Y:" 10 x %" 12 x 'A" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lao 6 4 4 2' x 4" 2" x 3" 2" x 2' x 0,044" 2 Full Lao 8 6 4 8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lao 8 6 4 10 2" x 5" 2" x 3' 2" x 2" x 0.044" 2 Full Lao 8 6 4 8 2' x 6" 2" x 3" 2" x 2" x 0.044" 4 Full Lao 10 1 8 6 10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 10 8 6 10 2' x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial Lao 14 12 10 12 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 Partial Lao 16 14 12 14 2' x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lao 18 16 14 14 2' x 9- 2" x 7" 2" x 4" x 0.050" 8 Partial Lao 20 18 16 14 2" x 8' 2' x 4" x 0.050" 10 Partial Lao 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0,063" 10 3/8" 314" 2" x 8" x 0.072" x 0.22d" 1/8" = 0.125" 12 1/2" 1"1 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 114" 3/4" 1-1/2" 2" x 9" x 0.082" x 0-306" 1/8" = 0,125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 1 1/4" = 0.25" 3/8" 1" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082" wail thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 112 the screws on each sice of the cut. 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 314" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie.. a 2" x upright shall have a 2" x 3" beam. 11. Connect beam to upright w/ H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on eacr) lice of the cut. 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x 6" beam row for min. girt of 2" x 2" x 0.044". Table TJ Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion I Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H.-Channel With (3) #10 x 1/2" EACH SIDE To X-O" 2" x 3" x 0.045" 2" H-Channel With f3) #10 x 1/2" EACH SIDE To 4'-6" 2" x 4" x 0.044" x 0.12" 2" H-Channel With (4) 3/4" long screws size to be determined by beam size. see table 9.5) See Table 1.6 For Number Anc Size Of Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specftations and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace lencth exceeds X-6". Lawrence E. Bennett, P.E. FL m 1664-4 CIVIL -ENGINEER - DEVELOPME.v7,;CNSUL iANT O. 90x :t4g68. SOUTH DAv'CN a. FL 3:tZt TELEPIICNE. (386) 757_-: FAX (386)767-0554 PAGE f COPYRIGHT 2004 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P =. 1-61 IAWRENCE E. BENN=, P. E. CN1L & STRUCTURAL ENGINEER NG p. O. BOX 214368 SOUTH DAYPONA, FI,ORIDA 32121 PHONE # (386 F n,- 767-b55b Website @ ham://www.lebpe—mm To: WEiOM IT MAY CONCERN Re: "Aluminum Strucnu'es Design Manual" page 1-59 Dear Building Officals & Contractors This to certify tbat I have reworded Note . 8 of Table 1.5 to read "All bemr to upright connections for 2"x 7" beams used tthebcVnner.oneaninternal se Platesor aaze plate, kept when a lmee brac e wiredformansard, gable and all sphCe connections." This note w0 be included in the nett printing of the manual. This change is effectve immediatelyandretroactivetojobsthathaveusedkneebraces. If you have any Questions plea fax them to me. La 0 6 25,03 Jc . +~ r SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-0 4 sn u w u end Latitudes Below 30'-30'-00" North (Jacksonville, FL) rvr wawa wou. ....... __ - Tributary Load Width 'W' = Beam Spacing fo- 4'-0"1 5'-0" 1 6'-0- 7--0" 1 8'-0" 1 Hollow Sections Allowable Span 'L' / bending b' or deflection 'd' 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.045" 2" x 4" x 0.050" b 10'-9" b 013'" b 14'$" D 8'-7" b 9'-4" b 11'-7" b 12'-8" b T-8" b 8' 4" b 10'-0" b 11'-0" b 6'-11- b 7'-7" b 9'-5" b 10'-4" b 6'6'-6"" b T-1" b 8'-9" b 9'-7" b 5'-1" b 6'-7" b 8'-2' b 5'-8" 7'-0" 8'-5" b b b Tributary Load Width 'W' = Beam Spacing Self Mating Sections 3'-0" 4'-0" 1 5'-0" 1 0, 07- Y. • - 7%0- 1 S'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 2" x 5=x 0.050=x 0.100_.L 2" x 8" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" T" x 7" x 0.055" w/ insert 2" x 8" x 0.072" x 0.224" 2" x 9" x 0.0T2" x 0!224" 2" x 9" x 0.082" x 0.310" 2" x 10" x 0.092" x 0.359" 19'-11" b 24'-9" b 28'-7" b 32'-3" b 42%10" b 41'-7" b 45'-1" b 49'-0" b 59'-6" b 17'-0" b 21'-5" b 24'-9" b 2T-11" b 37'-1" b 36'-l' b 39'-1" b 42'-11" b 51'-7" b 15'.6" b 7 -2" b 22'-2" b 24'-11" b 33'-2" b 32'-3" b 34'-11" b 38'-4" b 46'-1" b 14'-2" b 1 L1T-0'Y b• 20'-3" b 22'-9" b 30'-4" b 29'-5" b 31'-11" b 35'-0" b 42' 1" b b r16'-2" b 18'-9" b 21'-1" b 28'-l" b 27'-3" b 29'-6" b 32'-5" b 38'-11" b 12'•3" b 15'-2" b 1 T-6" b 19'-9" b 26'-3" b 25' 6' b 27'-8" b 30'-4" b 36'- b 11' 6" b 14'-3" b 16'si" b 18'-7" b 24'-9" b 24' 0" b 26'-1" b 28'-7" b 34'-t" b Snap Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 4'-0..1 5'-0" 1 6'-0" 7•.0" 8'-0" 9%0" Allowable Span 'L' / bending W or deflection d' 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" 2" x 5" x 0.062" 2" x T" x 0.062" 11'-9" 15'-1" 18'-5" 31'-3" 34'-9" b 10'-2" b 13'-1" b 15'-11" b 27'-1" b 30'-l' b - 9'-l" b 8'-4" b b 11'-8" b 10'-8" b b 14'-3" b 13'-0" b b 24'-2" b 1 22'-1" b b 267-11" b 1 24'-7" b 1 7'-8" b T-10" b 12'-1" b 20'-5" b 22'-9" b 7'-2" b 9'-3" b 11' J" b 1 19'-2" b I ?1: b 6'-9" b 8'-8" b 10'-8" b 18%0" b 20'-I" b Note: 1. Thicknesses shown are 'nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span anc upright heignt of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of trace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center punin and cne purlin for each 14-0" on each side of the center purlin shall include lateral bracing as shown in ce!ail (46'47) span with purfins at 6'- 8" o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with "N' = 5-0" = 11'-4" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 2143": SOUTH OAYTONA, FL 32121 TELEPHONE. (3M) 767-4--4 FAX: (356)167. 556 PAGE I COPYRIGHT :D04 1 "56 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE'NRITTEN PERMISSION OF uWREVCc E. BENNErr, P E. SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post ! Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6053 T-6 I -itv nf 120 MPH or an aoolled load of 14 # I sq. ft.' v. - ---- Tributary Load Width W = Upright Spacing 3'-0" 4.0" 5'•0" 1 6'-0" 7'-0" 1 8'-0 Hollow Sections Allowable Height 'H' I bending W or deflection 'd' 2" x 2" x 0.044" 2" x 2" x 0.055" Y x 3" x 0.045" 2" It 4" x 0.050" 8'-0" b 9'-1" b 11'-3" b 12'-5" b 7'-3" b 7'-11" b 9'-9" b 10'-9" b 1 5'-b- b T-1" b 8'-9" b 9'-7" b T-11" b 6'-5" b T-11" b 8'-9" b 5'-6" b 5'-11" b T-5" b 8'-1" b 5'-l" b 5'-7" b 6'-11" b 7'-7" b I 4'-10" 5'-3" 6'-6" T-2' b b b b Tributary Load Width 'W' = Upright Spacing Self Mating Sections 7.0" 1 4%lr 1 5'-0" ' 6'.0" 1 7'-0". 8'-0" 9'-0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100". "'+ 2" x 5" x 0.050" x 0.100" Y x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" 2" x 7" x 0.055" w/ insert 2" x 8" x 0.072" x 0.224" 2" x 9" x 0.072" x 0.224" 2" x 9" x 0.082" x 0.310" 2" x 10" x 0.092" x 0.369" 16'-11" b 20'-11" b 24'-2" b 2T-3" b 36'-3" b 35'-2" b 38'-2" b 41'-10" b 50'-4" b 14'-0" 18'-1" 20'-11" 23'-7" 31'-0" 30'-6" 33'-0" 36'-3" 43'-7" b b b b b b b b b I T-1" 16'-2" 18'-9" 21'-l" 28'-l" 27'-3" 29'-0" 32'-5" 38'-11" b b b b b b b b b AV-11" , b. 14'-9' b 1T-1" b 19'-3" b 25'-7" b 24'-10" b 26'-11" b 29'-7" b 35'-7" b 1.1'-1" b 13' 8" b 15-10" b 1T-10" b 23'-9" b 23'-0" b 24'-11" b 27'-5" b 32'-11" b 10'-4" b 12' 10" b 14'-10" b 16'-8" b 22'-2" b 21'-6" b 23'-4" b 1 25'-8" b 1 30'-10" b 9'-9" b 12' 1" b 13--11. b 15'-9" b 20'-11" b 20'=" b 22'-0" b 2d'-2" b 29'-1" b Snap Sections Tributary Load Width 'W'= Upright Spacing 3'-0" 4'-0" 5'-0" 6'-0" 1 7'•0" 1 8'-0" 1 9'-0" Allowable Height H' / bending b' or deflection d' 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" 2" x 6" x 0.062'• 2" x 7" x 0.062'• 9'-11" b 8'-7" b 7'-8" b 12'-9" b 1 1'-0" b 9'-10" b 15'-7" b 13' 6" b 12'-1" b 26'-5" b 22'-10" b 20'-5" b 29'-5' b 25'-5" b 22'-9" b 7'-0" b 9'-0" b 11'-0" b 18'-8" b 20'-9" b 6'-6" b 8'-4" b 10'-2" b I T-3" b 19'-3" b id. to mn 6--l" b 7'-10" b 9'-7" b 16'-2" b 17'-11" b tho enneifieation 5" b 7'-'" b 8'•11' b 15'-3" b 16'. ;1" b oaae For allowable heights at wino vewciuvo -uw. •.."•• •-- •••• • •. --- -- - - - - for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040'. 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace tc be3m connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia cr wail Connection. 6. Chair rails of 2" x 2" x 0.044" min. and set re" 36" in height can be considered as residential guardrails orovicec tl:ey are attached with min. (3) #10 x 1-112" S.M.S. into the screw bosses and do not exceed T-0" in span. 7. Heights may be interpolated. CHECK TABLE 1.5 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR 'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVEL cmwemT CONSULTANT P 0. BOX 214368. SOUTH OAY'rONA, FL 32121 TELEPHONE: (356) 767-r_4 FAX: (3851767-6556 PAGE CQ WCOPYRIGHT20 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P E. SECTION 1 SCREENED ENCLOSURES SELF -MATING BEAM SIZE VARIES) 1/4" x 2" LAG SCREWS @ 24" O.C. OR #10 x 2" SCREWS @ 12" O.C. TAIL CUT OFF BEAM OPTIONAL) 2"x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SUPER OR 3/4" FERRULE WITH 3/8" x 8" SIZES) EACH SIDE TO EXTRUDED LAG SCREWS @ EACH BEAM BEAM TO SUPER GUTTER GUTTER MAX. DISTANCE FROM FASCIA RECEIVING CHANNEL TO HOST STRUCTURE WALL 2-1/8" x 1" Wl (2) #8 x 1/2" S.M.S. 24" WITHOUT SITE SPECIFIC EACH SIDE OF BEAM ENGINEERING SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION SCALE: 3" = 1'-0" 1/4" x 2" LAG SCREWS @ 24" O.C. OR #10 x 2" SCREWS @ r 12" O.C. MIN. AND (2) @ EACH IrCSTRAP OPTIONAL 1" x 2" OR 2" x 2" FOR SCREEN SELF- MATIj 2" x _" x 0.050" STRAP @ BEAMSUPER OR EACH BEAM CONNECTION SIZE VARIEXTRUDED AND @ 1/2 BEAM SPACING W/ GUTTER( 2) #8 x 1/2" S.M.S. PER STRAP ANGLE, INTERIOR OR MAX. DISTANCE FROM FASCIA EXTERIOR RECEIVING TO HOST STRUCTURE WALL CHANNEL (SEE SECTION 9) 24" WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE e COPYRIGHT 20W 1 .22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 CONNECTOR MAY BE (2) EXTRUSIONS W/ INTERNAL ANGLES, INTERNAL'U' SCREW BOSSES MAY BE CHANNEL OR EXTERNALLU' CONNECTED W/ (3) #10 x 1-1/2" CHANNEL EACH SIDE OF INTERNALLY CONNECTING BEAM W/ SCREWS (PER SECTION 9) J CARRIER BEAM _v Coa SEE TABLE 1.5) ocr a MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH PRIMARY BEAM SEE SECTION 9) SEE TABLE 1.1 OR 1.8) CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = l'-0" BEAM TO WALL CONNECTION: 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ALTERNATE: ANGLES ATTACHED TO WOOD 1" x 2", 1" x 3" OR 2" x 2" FRAME WALL W/ MIN. (2) 3/8" x 2" LAG SCREWS PER SIDE OR ATTACHED TO WALL W/ #10 x TO CONCRETE W/ (2) 1/4" x Z" S.M.S. re. 16" O.C. 2-1/4" ANCHORS OR MASONRYiWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAN HOST STRUCTURE MASONRY Co DEPTH LARGER THAN 3" OR FRAMED WALL G < SELECT FASTENERS FROM o 6 ALTERNATE CONNECTION: SECTION 9 TABLES) a 9 _ 1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL 9 ATTACHEDACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG PRIMARY OR MISC. FRAMING SCREWS OR TO CONCRETE BEAM (SIZE PER TABLES) OR MASONRY WALL VIJ/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANGLE OR RECEIVING ANCHOR PER SIDE FOR EACH CHANNEL INCH OF SE.ANI DEPTH LARGER THAN 3" BEAM -TO WALL CONNECTION DETAIL 1 SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL m 16644 CIVIL ENGWEER • DE, ECOPMEN.-.0N$ULraNr P O. BOX 214368. $CUTH DAti-CNA. FL 321:1 TELEPHONE. i3861'67-i74' FAY: (186)767c:5o PAGE COPYRIGHT "04 I 1 -37 NOT TO BE REPRODUCED 1N WHCLE OR IN P.4RT'.VITHCUT THE'NRITTEN PERMISSION t;F L,>.WRENCE E. BENNETT, P E, 11 Secti_ '1Design Statement: The structures designed for Section 1 are framing systems with screen roofs 8 walls and are consideredopenstructureswithanegativeinternalpressurecoefficientof0.00. The design loads used are fromChapter20ofthe2004FloridaBuildingCode. The loads assume a mean roof height of less than 30% roof slope of 0- to 209; 1 = 0.77• All loads are based on 20 / 20 screen or larger. Wall heights may be nxressed when using 18 / 14 screen. All pressures shown in the below table are in PSF (#/SF). General Notes and Specifications for Section 1 Tables: SECTION 1 Design Loads for Structures a--., or, # A Walls Note 1: per Table 2002.4 or paragraph 1606.1.2 Note 2: Multipliers for 'C' exposure catagory are for wall loads only. Conversion Table 1A Wind Zone Conversions for Screen Wall Frame Members Only From 120 MPH wind Zone to Others: Exposure V MPH Load #r Sq. F1.12' d' I V 10 100 naI 1.13 14 123 1 , a ---- 130 1 16 fig 0.9- Note: Multipliers are for wall loads only. Coversion Table 1 B Conversion Based on Mean Height of Host M Swcture forScreenWallFrameembersMean Host Deflection structure Height - d- Bending V 0. is* 0.94 0.91 15' - 20' I 0.92 0.98 20' - 25' 0.91 0.86 25' - 30' 0.39 0. a3 SEICTION 7 SOLID ROOF PANEL PRODUCTS I 11 bi S ns for Indust Standard Composite Roof PanelsTable7.1.6 Allowa a F. ry for Various Loads Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam Wind Region Open Structures Mono -Sloped Roof Screen Rooms 3 Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 span 1&2 span 3 span 4 span 132 span 3 span 4 span 100 MPH 1r-4" 174" 18'-9" 15'-10" 18'-6" 1 17'-10" 11'-8" 13'-8" 13'-3" 4'-0" 110 MPH 16'-6" 17-4" 18'-9" 14'-2" 15'-10" 15'-3" 10'-0 " 12'-6" 11'-5" 4'-0- 120 MPH 15'-Y S18'' 17'-10" IT-714'-10" 14'.4" 9'-8" 10'-10" 10'-6" 4'-1" 123 MPH 14'-10" 1 17'-9" 16'-1" 12'-11" 14'S" 13'-11" 9'-0" 10'-7" 10'-3" T-11" 130 MPH 14'-2" 15-10" 15'-3" 11'-8" 13'-8" 13'-3" 9'-0' 10'-1" 9'-9" 3'-3" 140 MPH IV-0-11'-2" 10'-10" 10'-0" 11'-2" 10-10" 8'-4" 9'-4" 9'-0" 2'-11" 150 MPH 10'-0" 1 11'-2" 10'-10" 10'-0" 11'-2" 10'-10" 7'-5" 8'-8" 8'-4" 2'-10" 4 A Yo A Wind Region V.VaV Val -- Open Structures Mono -Sloped Roof Screen Rooms 6 Attached Covers Glass 8 Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 span 1ii2 span 3 span 4 span 132 span 3 span 4 span 100 MPH 20'-6" 22'-11" 22'-2" 19'-6' 21'-10" 21'-1" 14'-6- 16'-2" 15'-8" 4'-0" 110 MPH 20'S" 22'-11" 22'-2" 17'-11" 20'-1" 19'-5" 1T-3" 14'-9" 14'-3" 4-0 120120 MPH 19'-6" 21'-10" 21'-1" 15'-9" 18'-8" 18'-1" 11'-5" 13'-5" 13'-0" 4'-0" 123 MPH 18'-9" 21'.0" 20'-4" 15'-4" 18'-2" 17'-7" 11'-2" 13'-1" 12'-8" 4'-0" 130 MPH 16'-9" 19'-4" 18'-9" 14'-6" 16'-2" 15'-8" 10'-8" 12'-5" 11'-6" 4'-0" 140 MPH 11'-10" 13'-3" 12'-9" 11'-10" 13'-3" 12'-9" 9'-11" 11'-1" 10'-8" 150 MPH 11'-10" 13'-3" 12'-9" 11'-10" 13'-3" 12'-9" 9'-2" 10'-3" 9'-11" T-1" 4 A YO A Wind Region V.V6Y ray.a Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 1g2 span 3 span 4 span 132 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 20'-0" 22'-4" 21'-7" 19'-1" 21'-4" 20'-7" 14'-2" 15-10" 15'-3" 4'-0" 110 MPH 20'-0" 22'-4" 21'-7" 17'-0" 19'-7" 18'-11" 12'-11- 14'-5" 13'-11" 4'-0" 120 MPH 19%1" 21'-4' 20'-7" 16-4- 18'-3" 17'-8" 11'-2" 13'-2" 12'-8" 4'-0" 123 MPH 1W-4" 20'-6" 19'-10" 14'-11" 1T-9" 16'-2" 10--11- 12'-10" 12'-4" 4'-0" 130 MPH 16'-4" 18'-11' 18'-3" 14'-2" 15'-10" 15'-3" 10'-5" 11'-7" 11'-3" 4'-1" 140 MPH 11'-7" 12'-11" 12'-6" 11W" 12'-11" 12'-6" 9'-8" 10'-9" 10'-5" 4'-0" 150 MPH 11'-7" 12'-11" 12'-0" 11'-7" 12'-11" 12'-6" 8'-11" 10'-0" 9'-8" T-3" Wind Region Open Structures Mono -Slope d Roof Screen Rooms 8 Attached Covers Glass 3 Modular Rooms Enclosed Overhang / Cantilever All Roofs 132 span 3 span 4 span 1&2 span 3 span 4 span 182 span 3 span 4 span 100 MPH 23'-1" 25-10" 24'-11' 22'-0" 24'-7" 23'-9" 16'-4" 19'-3" 18'-7" 4'-0" 110 MPH 23'-1" 25'-10" 24'-11" 20'-3' 22'-8" 21'-11" 14'.11" 17'.10" 16'-1" 4'-0" 120 MPH 22'-0" 24'-7" 23'-9" 18'-10" 21'-1" 20'-4" 13'-7" 15'-2" 14'-8" 4'-0" 123 MPH 21'-2" 23'-8" 22'-10" 1 18'-4" 20'-0" 19'-9" 13'-3" 14'-9" 14'-3" 4'4)" 130 MPH 19'-0" 21'-10" 21'-1" 16'-4" 19'-3" 18'-7" 12'-0" 14'-0" 13'-6" 4'-0" 140 MPH 13'-4" 14'-11' 14'-5' 13'-4" 14'-11" 14'-5" 11'.2" 13'-l" 12'-8" 4'-0" 150 MPH 13'-t" 14'-11" 14'-5" 1 13'-4" 14'-11" 1 14'.5" 10'-4" 11'-7" 11'-2" Note: Total roof panel wlatn = room wimn + wan wwul - V.W' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2`14368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767_3774 FAX: (386) 767-6556 PAGE COPYRIGHT 2104 7.32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LA`.VRENCE E. BENNETT. P E. SECTION 7 I SOLID ROOF PANEL PRODUCTS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL 910 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE 910 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 214358. SOUTH DAYTON^. FL 32121 TrLEPHONE: (386) 767-4774 FAX: (386) 757.6556 PAGE I CQ COPYRIGHT 2004 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A r 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 4 TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" RISER PANELS ATTACHED PER CHAPTER 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 114" 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 0 BOX 714368. SOUTH DAYTONA. FL 32121 TELEPHONE. (386) 76-,-IT FAX: (386) 767.6556 PAGE CO COPYRIGHT 2004 3/ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BE NNE TT P E. I")- i EDGE BEAM 2" OPEN BA CK A ACHED j #1p x 7-1/2^ TO FRp NT POST W/ S.M.S MAX. 6" FROM EACH END gN024 POST C. FRONT WALL GIRT 1^x2^O 1 p - RONT pp CHED FROM1 7/2,. S M ST W/ ROM EACH S• MAX 6.. END OF POST AND 24" O.C. k 7'yplCq 8 -`TERN SCALE: A TE ORNER DETA1WenL C/ V/, NG/ N FFR. e P. ,. Be E ctO , - E. FL # 166 P.O. sox a 44 TELEP/IONOUTH pAYTON Co1V51ATANTFAx: ( 366)(767-6 77. FL 327: t heYLIC a VI NYC Rooms 2) # 1ALTERNATE CONNECTION: THROUGH1 /^ S•M.S. SP11NE GROOVES DE WALL HEADER CK WED Tp 1.. x 2.. OPEN S. MIN' (2) T Io x 1-1/2- SIDE WALL . 1"x2..OPEN 1RTgTTACHED 10BOSSESI/ 2.. S BACK N SCREW ) RA FRONT AND SIDE CONCRETE O EOM CONCRETE W/ 1/4" x 2-1/4„ CONCRETEANCHORS ONRY POSTAND^ O FROM EACH ONCRSETE 1.. FROMI EX•G AND EE OF COPY"';H12aw NOT TO 6E REPROOUCEO IN WHOLE OR IN P4RT WITHOUT THE : YRITTEN PERMISSION Oc IrILYREN CE E. 9ENNE T. P E 10/11/2005 11:27 FLORIDA POOLS 4 4072738087 NO.835 D01 PLAT OF BOUNDARY SURVEY for: MARONDA ACMES. INC. DESCR)PnON: LOT 9, CROWN COLONY 3UBDIV1310N r RECORDED IN PLAT BOt?x RAGE(5) 76 Oru 78 PUf3LfC RECORDS DF $ EMINOLE COUNTY, FLORIDA LOT 35 NEW UF5" PLAT 5XK 1, PAGE G7 SCALs: t'- zd N8905212VE 79,51' 99 TF.E. 6 d 5' 1a 2a r 6RArtltc SCALE rl 1' za a.E. \ ouvd pawar p'l mw'qsaAar WAI A5 wirA/s53 ro Ga,,4 n/r r Oc%cIUA dJ/rA1 S6 7b m+M Ci R- 100.00' b"221105210 AKC-38.G7' CH.-38.43' CH.5RG.- 571 °35'27 W/ 4o FRRwIp, d 0 14 q W FIOOO CF_RVICAT10N r v BASED ON THE FEDERAL FUERGENCY l MANAGEW NT AGENCY FLOOD INSURANCE SRATEMAP, THE STRUCTURE SNOWN HEREON ODES NOT LIE NTTHIN J NC 100 MAR FLOUR WARD AREA. FnflsSTRUCTURELI£s IN ? wF ' x " COMMUNITY PANEL NO 120259 0045 E EFFECTIVE DATE: APRI 17, 1995 MAP REVISION PATE: SULUE0 TO OIANGE) NOTES. T. $£ARfNG$ ARE RASED ON ME EASTERLY LINE, OF LOT 9 BEING NOOV9'02V- 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS AND FOOTERS HAVE NOT arXN LOCATED. 3, ET FVA TIONS ARE BASED ON NATIONAL GEOOF RC WRTTCAL DATUM OF 1929 4, SUu1NNC TIES ARE TO FOUNDATION. s BU&aWG TIES ARE NOT 70 BE USED TO CONSTRUCT DEER OR PLATTED LINES BEARINGS AND OISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAY UNLESS aTKERwSE NOTED, THE UNDERSIGNED AND CAV10N£. INC. LAND SURVEYORS end WAMRS HAKE NO RMRVA11ONS OR GUARANTEES AS TO THE lNFORWAYION REFVCTED HEREON PERTAINING TO CASEMENTS, RIGHTS OF WAY, SETSACK LINES, ACKE4ENTS AND OTHER MATTERS, AND FURTHER THIS WSTI?Wp HT 19 NOT 00END£0 rO REFLECT OR SET FORTH ALL SUCH MATTERS SUCH fNFORHATICOV SHOULD BE OBTAINED AND C04PRWED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ABOREWA17ONSItEGE O 1) FOUNO 1 1/4" IRON PIPE (LS 2005) • FOUND IRON ROD NO.-•wmerR R T,-P(Xt4r Or TANrENCY R,-RADIUS P.f.-POf+IT OF INTFRSECTTON CM.-CHow P.G-POrNT OF CURVATURE ARC -ARC A-ENGTH L.-LICER5E0 SUSMESS Q CENTERLINE AIC-AIR CONDITIONER PAD LOT 8 CERTIFIED TO: Ana Ramcharan Pinnacle Financial'Corp, Kampt Title & Guaranty Corp. Adnoram Title Company,Ine. Chicago Title Insurance Co. A/OTFCkJn/P FOUND CONCRETr MONUMENT WE, - WALL CASEUENT P.R.C.-POINT OF 9f!WR5E CURVATURE O-C-DRAINAGE EAZWCUT P,r-c-POINT OF CDMPOUNO CURVATURE U.E.-UTILITY CASEMENT 5.*U.f-SrVEWAL9 h UTILITY EASEMENT 0,V,&aC.-12RAW,4C w UTILITY O.&U-E.-DRAINAGE ft UMITY EASEMENT SIDEWALK EASEMENT HIS SUPVEY NOT VALID UNLESS EMRUSSEO J VONE NC MFL THE LICENSED AND RAISED :,CAL aF q ( A FT.D A LICENS£ D7;") SUR xD IJAPPER SUR1'YORS AND UAPPERS 300 SOUTH RONALD REAGAN BOULEVARD LONGWOOD, FLORIDA 32750—S499 DOMINTLTf F. CAVONE - PRESIDENT TELEPHONE (407) rUO- aO8O FLOIIIDA SURVEYaq & MAPPER NUM3ER 7005 FAX Nm (407) 339-36M LICENSED BUSINESS NUMBER 507-3 W.O STAKE LOTW.O. STAKE R 2 W. O. FWNOATION i4e3 774 W.O. FINAL 10d 3 -77R3 W. O. FORM W, O. RECEi TE RECERTIFIED 7- f7- PMAL LOGt»ON 6-ig.az3 FOUNDATION LOCATION Co-!2-Mh FOW60ARD LOCA TION 312 STAKE HOUSE 34712a7i SfAK5 Wf LOT by NEIL CARD FILE: CROTMf=9.DMG io-", r 5 f' d311 h 4Fl- CL 6 519 w n qcopt16 V as N- A a c S 6 wX yya s ., , 5- 63/4 Y 1 1 5 aT 4-N M M c oq / 3 edq s 54 t4 9'1 Qy-/42 qv 13 rz - z jz 2q