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HomeMy WebLinkAbout132 Sterling Pine StRECEIVED CITY OF SANFORD PERMIT APPLICATION OCT 2 /"��} O 2oOJ Permit # : `�' sq& /� �Date: ! Job Address: 2- STR d�—W,,j r l Description of Work: lt.� �Smlk Historic District: Zoning: Value of Work: S Sb� 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 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 Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 9 r t t-1 l 6`�l ni ry I tJ ��s• Phone: -li-7331c)—b54Z Contractor Name & Address: State License Num er: 1-41 (UC ` �p /4-7-085%` Phone & Fax: —trJ tCJ L� ( Contact Person: �k'e- —' Phone 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. 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 pe it is verification that I will notify the owner of the property of the requiremen o lord Lien La FS 713. ign ure of Ow r/Agent Date ature of Contractor/Agent Date Gm Pei Print Owner/A 1.4s Name Print Contractor/Agent's Name �wvs Signature of Notary -State of Florida V Date Signature of Notary -State of Flonda Date Owner/Agent is _ Per pally Known to Me or _J_,i<duced JE APPLICATION APPROVED BY: Bldg: Loping: ,tial & Date) Special Conditions: Contractor/Agent is. _ Produced ID _ Utilities: (Initial & Date) lUI11_IANi NI, HERRIN, JR, Notary Public, State of Florida My cornrn_ expires . 16, 2008 FebNo. DD291293 Bonded thru Ashton Agency, Inc. (800)451-4854 ✓Personally Known to Me or FD: (initial & Date) (Initial & Date) V� Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web. seminole_County_title?PARCEL=10203051100000... 9/12/2005 .1211 8 8 7 KG 2 DAVID JCHMKM. CFA, ASA gg 00 RO PROPERTY TRAGI a ff, C -16JOO 'ORO s � APPRAISER — /Sa SEMINOLE COUNTY FL- 4.A 1211 I E 81 79 1101E- FIRST ST 3 7d' 0.100-00 R2 . SANFORO, FL32771-146$ 407-665-7506 8 112114 119121 1311 111 1CR114 Lio 99) 2 86 11/7' S+ 11 94 97 A146 s? 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 1 Parcel Id: 10-20-30-511-0000-0700 Depreciated Bldg Value: $132,095 Owner: BOWEN GREG A & KIMBERLY Depreciated EXFT Value: $0 Mailing Address: 132 STERLING PINE ST Land Value (Market): $27,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 132 STERLING PINE ST SANFORD 32773 J1,stlMarket Value: $159,0$0 95 Subdivision Name: STERLING WOODS Assessed Value (SOH): $150,130 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $125,130 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $2,475 WARRANTY DEED 06/2003 04928 1871 $176,000 Improved Yes 2004 Tax Bill Amount: $2,475 SPECIAL Save Our Homes (SOH) $0 WARRANTY DEED 05/2001 04098 0811 $137,700 Improved Yes Savings - WARRANTY DEED 02/2001 04005 1818 $136,300 Vacant No 2004 Taxable Value: $120,757 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 70 STERLING WOODS PB 54 PGS 93 THRU 95 LOT 0 0 1.000 27,000.00 $27,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2001 9 1,120 2,583 2,142 CB/STUCCO $132,095 $134,791 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED/ 21 Appendage I Sqft GARAGE FINISHED/ 420 Appendage / Sqft UPPER STORY FINISHED / 1022 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 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=10203051100000... 9/12/2005 a ; Sterling Woods Neighborhood Homeowners Amsociatdon cdo ERAS Services PQ Box '197043, Winter Springs, FI_ 32719 Telephone: (407)327-5824,: Far. (407)327-5616: E-mail: Tim.AtknsEpmser�?C=".com October 17, 2006 SWI Greg A. & Kimberly Bowen 132 Sterling Pine Street Sanford, FL 32773 PSE: ARB Application 132 Sterling Pine Street Deer Greg A-4.1!(imberly Bowen-_ This is to advise you that your request as described on your ACS Application for the above referenced address has been APPROVED by the ArChRectural Control Board and the Board of Directors, I have enclosed a copy of the application along with this hatter for your records. > Note& ,A M71ON OF SCREEN BOOM The Association makes no determination as to whether the proposed improvement meets with local building or zoning regulations, and you will need to obtain any required governmental permits. Thank yOu for submitting your exterior change. Sterling Woods is a beautiful community and your cooperation in complying with the deed restr ctloris is sincerely ,appreclated. Since ly, . I Tim Atkins, LCAM Comrnursity Manager For the Board of Directors SW; ACBAPV; AQ. CO3Aawk&WV17031.R'.TF REV. 1212002 Permit Number Parcel Identification Number Prepared by: k� Return to: NOTICE OF COMMEI State of _ County of The undersigned hereby gives Chapter 713, Florida Statutes, 1 0 4. Description of prope General description Owner information Name Address Fee Simple Title Hol Name Address 5. Contractor Name Address 6. Surety (if any) Name Address 7. Lender (if any Name Address fN SUPERIOR ALUMINUM INSTALLATIONS, INC. 3005 Forsyth Road Winter Park, FL 32792-8298 1VIENT MARYANNE NMI CLERK OF CIRCUIT MURT SEMINOLE COWY BK O5921 FSG 0535 CLERK'S 41 210 0501650867 RECORDED OW712M @91.339-.13 AM RECORDING FEES I&VIO RECORDED BY L McKinley CERTIFIED COPY MARYANNE MORSE CLERK OF JIRCUIT COURT SEMINO ` LINTY FLORIDA D_ L K SEP 2 7.2005 ce that improvement(s) will be made to certain real property, and in accordance with following information is provided in this Notice of Commencement. (legal description of the property, and street address if available) improvement(s) LAG ovJ Telephone Number S—TC q_ Fax Number Interest in Property: r (if other than owner shows above) Telephone Number Fax Number -40 7— , — a-�f_z_ Sv ic�2L-0�LI�� Telephone Number 9-©-30=� Fax Number -4° -z - � r1 3 tPf 8. Persons within the S as provided by 713,1 Telephone Number Fax Number Amount of bond $ _ Telephone Number Fax Number Florida designated by Owner upon whom notices or other documents may be served )7, Florida Statutes. Name ieiepnone ivumoer Address Fax Number i 9. In addition to himself ori herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(il,': Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of noi'ce of commencement (if expiration date is one year from the date of recording unless different date is specifijd) Dat Si ned Signature of Owner ( ote: per 713.13(1)(g), "owner must sign ... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this day of '20 by who is personally known to me OR prod Signature of Notary. 23-20 (9/04) ed as identification. WILLIAM M. HERRIN, JR. S Notary Public, State of Florida y comm expires Feb 16, 200B Na.17829428 86nded thtu Kftn Agency iso (8'.DII)4 1-4B G . SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) 5 � tl� j�7 •, SOLID - • - • SECTION 3A Er' HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST . „ . I... .... ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME r-- USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) _TYPICAL GABLE SOLIW98 F E SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4714 FAX: (386) 767-6556 PAGE Q COPYRIGHT 20043A-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ,e . I SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS' 1" x 2" EXTRUSION .. ..I. 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND_.. HOLLOW UPRIGHT TO BEAM DETAIL— SCALE: 3"= l'-0" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 1/4"x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH .....VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1"x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER- DEYELOPMEIVTCONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 92121 TELEPHONE: (366) 767.4774 FAX: (366) 7ST-6556 PAGE © COPYRIGHT 2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM i lu SIDE WALL HEADER 1" x 2" OPEN BACK ATTACHED ATTACHED TO 1"x 2" OPEN TO FRONT POST W/ BACK W/ MIN. (2) #10 x 1-1/2" #10 x 1-1/2" S.M.S. MAX. 6" S.M.S. FROM EACH END OF POST AND 24" O.C. SIDE WALL GIRT ATTACHED TO 1"x 2" OPEN BACK W/ MIN. (3) / /2" S.M.S. IN SCREW BOSSES FRONT WALL GIRT 1"x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT AND SIDE BOTTOM RAILS ATTACHED TO ''ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND /ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL $ ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPAdENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7874774 FAX: (388) 767-6656 PAGE Cc m COPYRIGHT 2004 3A.6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 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" = l'-0" SECTION 3A RISER PANELS ATTACHED PERI CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" 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 - DEVELOPAIENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FIV(: (386) 767.6656 ® COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-7 Section 3A Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1= 0.77. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a Z overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Note 1: Framing.systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms www ��nu ul1�J -F M /Wk - Roof Wall Over Hang All Roofs 100 MPH +101-10 9 +20/-30 110 MPH +101-11 11 +201-36 120_I111PHM +10/-13 13 +20143 123 MPH +161-14 14 +20/45 130 MPH +10/-15 15 +20/-50 140A MPH +30 / -17 18 +30/-58 1408 MPH +30/-18 18 +30/-58 150 MPH +30/-20 1 20 +30/-67 Note 1: Framing.systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms www ��nu ul1�J -F M /Wk - Conversion Table 3A -B Wind Zone Conversions for over Hangs All Room Types C. ,29n WM Wind 7nne to Others Wind Zone Applied Load Deflection MPH #IS d Bending b Roofs 30 1.13 Walls 110 Wind Zone MPH Applied Load Deflection #IS Bending b) Applied Load Deflection #/SFS d) Bending b 100 10 1.09 1.14 10 1.12 1.18 110 11 1.06 1.09 11 1.08 1.13 -120 13 1.00 1.00 14 1.00 1.00 123 14 0.98 0.96 1 15 0.98 0.97 130 15 0.95 0.93 16 0.96 0.94 140A 17 0.91 0.87 18 0.92 0.88 1406 18 0.90 0.85 18 0.92 0.88 150 30 0.76 0.66 21 0.87 0.82 Conversion Table 3A -B Wind Zone Conversions for over Hangs All Room Types C. ,29n WM Wind 7nne to Others Wind Zone Applied Load Deflection MPH #IS d Bending b 100 30 1.13 1.20 110 36 1.06 1.09 _120 43 1.00 1.00 123 45 0.98 0.98 130 50 0.95 0.93 140A 58 0.91 0.86 1406 58 0.91 0.86 150 67 0.86 0.80 Conversion Table 3A -C Conversion Based on Mean Height of Host Structure for Screen Rooms t-rom upvsure o tv Span Multiplier Mean Host Structure Height Load Multiplier Pans composite Panels 0-15' 1.21 0.94 0.91 IS'- 20' 1.29 0.92 0.88 20'- 25' 1.34 0.91 0.86 25'- 30' 1 1.40 0.89 0.85 3A - ii 0 I SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS I UNIFORM LOAD l a �- A B SINGLE SPAN CANTILEVER UNIFORM LOAD l � l A B C 2 SPAN UNIFORM LOAD l A B ;1 OR SINGLE SPAN UNIFORM LOAD l l l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) l = Span Length tZ = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shag not be spliced. 4) Single span beams shag only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 C %E1VOWSR.DEMOP11 NrCONSULTANT P.O. BOX 214300. SOUTH DAYTONI. FL 32121 TELEPHONE: (309) 7874774 FAX: (300) 78745M PAGE ® COPYRKWT2W4 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SECTION 3A SCREEN, ACRYLIC 8r. 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-6 110 MPH velocity; using design load of 11 #1SF For 3 second wind gust at 'W' Tributary Load Width = Purlin Spacing 4.-0.. 4.-0» • 5'_0» 5•_6.. 6._0., 6.-0.. 7•-0.. 7._6.. 3'.0" 1 3'-0" Sections Allowable Height 'H'/ bending'b' or deflection'd' B'-9" b 8'-2" b 7'-8" b T4 b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.044" Hollow 9'-5" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6' 11" b 6'-9" b 6' 6" b 2" x 2" X 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-9" b b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8' 10" b 8'-6" b 3" x 2" x 0.070" Hollow 12'-9' d 12'-2" d 11'-7" 11'-0" b 10'-5" b 9'-10" b 9'-5„ b 8'-11" b 8'-8" b 81-4" b 8'-1" b 2" x 3" x 0.045" Hollow 17-9" b 11'-9" b b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b07-8- b 10'-3" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" 15'-7" b 14'-9" b 14'-1" b 13'-6" b -72=1 b 12'-6" b 12'-1" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16' 6" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b -7 - 16'.0" b 15' S" b 14'-11" b „ 2" X 5" X 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 21'-3" b 20'-2" b 19'-3" b -T875---b 17'-9" b 17'-1" b 16'-b" b 2" x 6" x 0.050" S.M.B. 26'-1' b 24'-2" b 22'-7" b b B' 8" 6 8'-3" b 7'-11" b 7'•7" b 7'-4" b 7'-1" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9- b 9'-2" 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10' 2" b 9'-9" b 9'-S' b b 2" x 3" x 0.045" Snap 14'-4" b 13' 4" b 15'-3" b 14'x" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11' 6" b 11'-1" b 1'-1 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b design load of 13 #/SF For 3 second wind gust at 120 MPH velocity; using Tributary Load Width 'W'= Purlin Spacing 4'-0" 4'-6" 5'-0.. 5'-0» 6._0" 6'-0.. 7._0» 7._6.. 3'-0" 3'-6" Sections Allowable Height 'H' I bending- or deflection 'd' b 8'-0" b 7'-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 0.044" Hollow 8'-8" -11 7'-1" 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8 -" b 7' 4" b b 6'- 0" b 6 =7' b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b _11" b 8'-0"---778- 9'-7- b 9'-2" b 8'-9" b 8'-5" b 8' 1" b 7'-10" b 3" x Y x 0.070" Hollow 17-1" d 11'-5" b 10'-8" b 10'-1" b 10'-6" b 9'-11" b 9' 6" b 9'-1" b 8'-9' b 8'-5" b 8'-2" b 2" x 3" x 0.045" Hollow :i -10" b 11'-11" b 11'-2" b 12'-2" b 11'-7" b 11'-0" b 10' 7" b 10'-2" b 9'-9" b b 2" x 4" x 0.050" H01 14'-11" b 13'-10" b 17-11" b 14' 4' b 13'-7" b 12'-11" b 12' 5" b 11'-11" b 11'-6" b V-1 11'-1" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b b 16'-10" b 16'-0' b 15'x" b 14'-9" b 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" 19'-7" b 18'-7" b 177-9" b 16'-11" b 16'-3" b 15' 8" b 15'-2" b 2" x B" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9' b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 2" x 0.044" Snap10'-4' b 9'-7" b 8'-11" b 11'-5" b 10'-9" b 10'-3" b 9'-9- b 9'-4" b 8'-11" b 8'-8" b 0--4 b 2" x 3" x 0.045" Sna 3" b 17-3" b 13'-2- 11" b 11'-5" b 10'•11" b 10'-7" b 10'-3" b Y x 4" x 0.045" Snap 16'-2" b 14'-11' b 14'-0" b Notes:ht Add horizontal distance from uprig to center of brace to beam connection to the 1. Above spans do not include length of knee brace. above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMEMT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (386) 7 ASM PACE ® COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 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 #10 x 314" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4"x 1-1/4" MASONRY VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS SEALANT HEADER (SEE NOTE BELOW) 7uj = ' za 0-0 ROOF PANEL 7o4—f— ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" ROOF PANEL TO WALL DETAIL SCALE: 3"= V-0" #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 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (388) 7876886 PAGE YRKiHT 7-2 Q NOTCOPTO BE REPR2004ODUCED 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 Manufacturers' Proprietary Products: Aluminum Alloy, 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3- x 98 A V.VCY 9-411rM Ivan. vv.� �..... ... __.._..�. Open Structures Screen Rooms Glass 8 Modular Rooms Overhang I Wind Mono -Sloped Roof 8 Attached Covers 26'-2" Enclosed 22'-3" Cantilever Region 182 3 4 18.2119'-5"18'-10" 3 4 182 3 4 All 22'-2" span span span span span span span span span Roots 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 26-8" 1'-11" 15'-1" 17'-9" 16' 3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 24'-6" 0'-2" 13'-9" 15'-4" 14'-10" 4'-0" -120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 22'-1" 8'-10" 12'-0" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 21'-5" 8'-3" 11'-8" 13'-8" 13'-2" 4'-0"130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 20'-2" 16'-3" 11'-1" 12'-11" 12'-64'-0" 140 MPH 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 15'-7" 3'-3" 10'-3" 11' 6"4'-3"12'-4" 4'-0" 150 MPH 1 14'-5" 16'-2" 13'-9" 13'-3" 12'x" 15'-7" 13'-3" 13'-2" 10'-8" 10'j3" 3'-11" J- x qa x ° °J'Open StructuresvV„ ` vScreen. Rooms Glass 8 Modular Rooms Overhang I Wind MonoSloped Roof 8 Attached Covers 26'-2" Enclosed 22'-3" Cantilever Region 182 3 4 182 3 4 1823 25'-3" 4 All 22'-2" span 1 span span span span span span span span 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" 18'4" 4'-0" 120 MPH, .23'-10". 26-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15-10" 4'-0" '-0"130 123 MPH 22'-11' 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'4" 16'-0" 15'-6" 4--0-- 130MPH 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" 1 11'-2" 13'-2" 12'-9" 4'-0" 4" x 45- x Wind Region u.ucn-- raneis roam %.wc �.I.... R...,�....., Open Structures Screen Rooms Mon -Sloped Roof 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang ! Cantilever All Roofs 182 3 4 182 3 4 182 3 4 span span I span span span span span span span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 191-6" 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" 15'4" 14'-10" 4--0- 123 MPH 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" 11'-3" 13'-3" 12'-9" 4--0- 1150 MPH 13'-6" 15'-1" 14'-7" 13'-0" 15'-1" 14'-7" 10'-5" 12'x" 23'-11" 23'-1' 4" X 48" X U.uju- ranels roam a.vra v --r— — .+Q•—• Screen Rooms Glass 8 Modular Rooms Overhang I Open Structures Wind Mon -Sloped Roof 8 Attached Covers Enclosed Cantilever Region 182 3 4 182 3 4 182 3 4 All Roofs span span span span span span span span 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'-1" 29'-1" 23'-8" 26'-5" 25'-6" 18'-7" 20'-9" 20'-1" 4'-0" 120 MPH >25'-8 28!-9" 2T-9" 21'-11" 24'-7" 23'-9" 15'-10" 19'-1" 18' S" 4'-0" 123 MPH 24'S" 27-7" 26'-8" 21'-4" 23'-11" 23'-1' 15'-5" 18'-6" 17'-11" 4'-0" 130 MPH 22'-9" 25'-5" 24'-7" 20'-1" 22'-5" 21'-8" 14'-T" 17'-5" 15'-9" 4'-0" 140 MPH 15'-7" 17'-5" 16'-10' 15'-7" 17'-5" 16'-10" 13'-8" 15'-3" 14'-9" 4'-0" 150 MPH 15'-7' 1T-5" 16'-10" 15'-7" 1T-5" 16'-1 U" 12'-8" 14'-2" 13'-9" 4'-0' Note: Total root panel wlam = room Y-1 Lawrence E. Bennett, P.E. FL # 16644 R �n CIVIL ENGINEER -DEVELOPMENTCONSULTANT Elite Aluminum Corporation P.O. BOX 214368• SOUTH DAYTON►, FL 32121 1801 N.W. 64th Street TELEPHONE: (386)767-4774 PrnelPmducb Ft. Lauderdale, FL 33309 Fes` O 767 esss 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. r r FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T -BOLT BOLT ANCHOR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT i OPTIONAL METAL FASTENERS WASHER SCALE:. N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPAIENTCONSEXTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 7874868 PAGE . ® 200< WPYRIGMT NOT RI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 9'1 SECTION 9 FASTENERS Tare o 4 Allowable Loads for Concrete Anchors Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed beds with a safety factor of 4 applied. 3. Products equal to ravel may be substituted. 4 Anchors receiving loads perpendicular to the diameter are in tension. 5. ABowaW loads are increased by 1.00 for wind bad. 6. Minarnan edge distanoe and center to center spacing shall be 5d. 7. Anchors receiving bads parallel to the diameter are shear bads. 6. A 133% increase has been applied because wind uplift is only bad. Example: for a Determine the numberthe apl� � by the anchor snowed load. te anchors required enclosure by dividing , 7'-0.O.C., For a 2' x 6' beam with: allowed span = 20'-5" (Table 1.1) UPLIFT LOAD=1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS = ALL(OWED LOAD ON /ANCHOR NUMBER OF ANCHORS = 714.70# = 1.67 Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable bads for 2,500 p.s.i. concrete. Lawrence E. Bennett, P.E. FL # 16644 Civet EIVON*V?-WMOpWMCONSULTANT J P.O. BOX B 0" � FL 32121 FAX: (306) 767666 PAOH ® COPYRmfT 2004 9.2 NOT To BE REPRODUCED IN WHOLE OR IN PART WrHOUr THE WRrrTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. Table 9.7 FASTENERS SECTION 9 Tension (lbs.) Shear Tension (lbs.) Shear 1!8' 129 176 210 325 5132" 187 263 340 490 3116" 262 375 445 720 Angle Table 9.8 Alternative Angle and Anchor Systems for Beams Anchored to Walls, Uprights, or Carrier Beams #12 Angle 1-1/2" x 1-1/2" 1/16" 0.062" 114" #12 Angle 1-1/2" x 1-1/2" 3/16" 0.188" 1/4" #1a Angle 1-1/2' x 1-1/2" 1/8" 0.062" 1/4" #14 ' Angle 1-3/4" x 1-3/4" x 1!8" 0.125" 1/4" #14 Angle 2" x 2' x 0.093" 318' 3/8" Angle 2" x 2" x 1/8'(0.125-) 5116" 5116" Angle 2" x 2" x 3/16" 0.313" 1/2" 112" -beam Note: o screws to beam, wall, and/or post equal to depth of Table 9.9 Minimum Anchor. Size for Extrusions 1" x 2-118" x 1" x 0.050" 5/16" 5/16 U -channel 1-1/2" x 2-1/8" x 1-1/2" x 0.043" 112" #14 Note: Wall, beam and upright minimum anchor sizes shall be used for super gutter connections. Lawrence E. Bennett, P.E. FL # 16644 cmL ENGINEER -DEyappA1ENTCONStxrANr P.O. BOX 214388, SOUTH DAYMNA. FL 32121 TELEPHONE: (386) 787-4774 FAX: (386) 767-66% PAGE ® COPYRIGHT 2004 9.7 OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNEIT, P.E. NOT TO BE REPRODUCED IN WHOLE Table 9.7 Aluminum Rivets with Aluminum or Steel Mandrel Aluminum Mandrel Steel Mandrel Rivet Diameter Tension (lbs.) Shear Tension (lbs.) Shear 1!8' 129 176 210 325 5132" 187 263 340 490 3116" 262 375 445 720 Maximum Screw I Anchor Size Extrusion Type Size Description To Wall To Upright I Beam Angle 1" x 1" x 0.045' 3/16" #10 Angle 1" x 1" x 1116' 0.063" 3/16" #12 Angle 1" x 1" x 1/8" 0.125" 3116" #12 Angle 1-1/2" x 1-1/2" 1/16" 0.062" 114" #12 Angle 1-1/2" x 1-1/2" 3/16" 0.188" 1/4" #1a Angle 1-1/2' x 1-1/2" 1/8" 0.062" 1/4" #14 ' Angle 1-3/4" x 1-3/4" x 1!8" 0.125" 1/4" #14 Angle 2" x 2' x 0.093" 318' 3/8" Angle 2" x 2" x 1/8'(0.125-) 5116" 5116" Angle 2" x 2" x 3/16" 0.313" 1/2" 112" U�hannel 1-314" x 1-314" x 1-314' x 118" 318" #14 U�hannel 1" x 2-118" x 1" x 0.050" 5/16" 5/16 U -channel 1-1/2" x 2-1/8" x 1-1/2" x 0.043" 112" #14 Wall Connection *Extrusions Wall Metal upright Concrete Wood 2" x 10" 1/4" #14 114" 1/4" 2' x 1i" 114" #14 1/4' 1/4" 2' x 8' 1/4" #12 114" #12 2" x 7" #10 3116" #10 2" x 6" Or less 3116" #8 3/16" #8 SECTION 9 FASTENERS Table 9.10 Alternative Anchor Selection Factors for Anchor / Screw Sizes ' Metal to Metal 0.50 Anchor Slzs $8 #10 #12 #14• 5/16" 318" 0.50 0.59 1.00 318" _ #8 1.00 0.80 0.58 0.46 0.27 0.21 1110- Alternative Anchor Selection Factors for Anchor ! Screw Sizes 1.00 0.72 0.57 0.33 0.26 M2 x' 0.58 0.72 1.00 0.78 0.46 0.36 #14 0.46 0.57 0.78 1.00 • Example: if (10) #8 screws are required, the number of #10 screws desired is: = 0.8x10 (8)#10 0.27 0.33 0.46 0.59 Lawrence E. Bennett, P.E. FL # 16644 0.79 3/8" cm &MGr> AM- DEVRO�Nf COMAXTANr 0.26 0.36 0.58 P.O. Box 214388. SOUTH DAYTOWI Ft. 32121 1.00 TELEPHONE: MM 7874774 FAX: (188) 7874M PAGE ® COPYRIGHT 2004 9-8 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE wRrr EN PERMISSION OF LAWRENCE E. BENNETT. P.E. Concrete and Wood Anchors (concrete screws: 2" maximum embedment) Anchor Size 3116" 1/4" 318" 3/16" 1.00 0.83 0.50 1!4" � 0.63 1.00 0.59 318" 0.50 0.59 1.00 318" _ #8 1.00 0.80 0.58 0.46 0.27 0.21 1110- 0.80 1.00 0.72 0.57 0.33 0.26 M2 x' 0.58 0.72 1.00 0.78 0.46 0.36 #14 0.46 0.57 0.78 1.00 0.59 0.46 5116" 0.27 0.33 0.46 0.59 1.00 0.79 3/8" 0.21 0.26 0.36 0.58 0.79 1.00 Concrete and Wood Anchors (concrete screws: 2" maximum embedment) Anchor Size 3116" 1/4" 318" 3/16" 1.00 0.83 0.50 1!4" � 0.63 1.00 0.59 318" 0.50 0.59 1.00 2-1I4" embedment respectively) Anchor 3116" 1/2" Size 3116" 1.00 0.46 1/2" 0.46 1.00 r January 01, 2004 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2004. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Timothy J. Orie Superior Aluminum 3005 Forsyth Road Winter'Park, FL 32792 The 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" will be sent out in March of 2004, so as to include any 2004 code changes. They are hereby added to my 2004 Master File. Should you hav any questions please contact me at your convenience. Sincerely, tt, P.E. #1664 � r ; INK Lot 70, STERLING WOODS, according to the plat thereof, as I recorded in Plat Book 54, Page(s) 93-95, of the Public Records of .Seminole County, FL. 0 ^ yYA�� I I ( Community number: 120294 Panel: 0045 l� 1 �or6 I I Suffr_r: E F. LR. M. Date: 4/17/1995 Flood Zone: X Date offield work: 6/11/2003 Completion Date: 6/13/2003 �I I:I I I:I i is Certified to: I I I I I I I I Gregory Bowen; Kimberly Bowen; Century Title Agency; First American Title Insurance Company; Coldwell Banker Mortgage, its' I I I I I I I successors and/or assigns. C) off I l l i s l l i l } 4 � y. ��•I•ly-•� :Q :.I 3,, v I I I Q I: I i I �aV y .,..r�: v -+r �—.ac,.e=- ..' �_ r• j D 1' I I I I I I ( � b c;L• wit i I IIII loolI CURVETA M I I I I I CURVE RADIuslLrmarml DELTA JcHoRDJC,qORDARZAIG C-1 ID.00" 3lJd" ! d I7" ! 1 7• •W \ I r � � I � I I CUR TAB P 'S CURVE RAD/US LENGTH DELTA CHORD CHORD BEAR/NC Y \ C-1 T! .Do sl.sr lrsa !d• sl.v' ----- S �\ 0� I I (� Q Z - —I -. --- _ b � II ; _ Property Address: �o ~�`TER��NC p132 Sterling Pine Street s /NE STpEET a Sanford, FL 32773 LEGEND ` ,7J!• Wow Fence CATV Cable Riser M.H. Manhole Survey number: SL 19802 -x-x• Wire Fence W.M. Water Meter N.T.S. Not to Scale F.N. Found Nail TEL. Telephone Facilities O.R. Official Records GENERAL NOTES • Property Comer ® Covered Area O.R.B. Official Records Book I. Legal description provided by others. R. Record B.R. Bearing Reference P.C.P. Permanent Control Point The lands shown herein were not abstracted for easements or other recorded encumbr noes not shown on the plat. M Field Measured CH Chord P.R.M Pemtanent Reference Monument 3. Underground portions of footings, foundations or other improvements were not located. CL Clear RAD Radial PG. Page 4. Wall ties are to the face of the wall. ENC R Encroachment N.R. Non Radial PVMT. Pavement 5, Only visible encroachments locaw d. h. No Identification found on property comers unless noted. Centerline A/C Air Conditioner P.B. Plat Book 7. Dimensions shown arc plat and measured unless otherwise noted. Concrete B. M. Bench Mark P.O.B. Point of Beginning g. Elevations if shown are based upon N.G.V.D. 1924 unless otherwise noted. Property Line C. Calculated P.O.C. Point of Commencement 9. Adjoining lots are within the same block, unless otherwise noted. C. M. Concrete Monument Block Wall P.O.L. Point on Line 10. This is an AS -BUILT SURVEY unless therwise noted. F.LR. Found Iran Rud Central Angle/Delta P.C. Point of Curvature I I. Not valid unless scaled with the signing surveyors embossed seal. 12. Flood zone determinations arc provided u a courtesy only, and are derived from the best sources F.I.P Found Iron Pipe D. B. Deed Book P.R.C. Point of Reverse Curvature available to the surveyor. This information should no • relied upo or Oood huut;orcc W W Right Of Way D. Description or Deed P.T. Point of Tangency purposes• and may differ from mrov inforation pi y o m. N&D Nail & Disk D.H Drill Hole R. Radius (Radial) 13. L.B. 7132 D. E. Drainage Easement D/W Driveway R.O.E Roof Overhang Easement lhrrehverrri/i-rhordris.rurvevirarrurwrdcorren Jnr uurion / rver tune U. E. Utility Easement ESMT Easement S.I.R. Set Iron Rod & Cap n" /OYi"on FD. Found EL Elevation S/W Sidewalk P Plat F. F. Finished Floor T.O.P. Top of Bank Ralph Swudiafr Reeiar<rcd Laod 5arveyer No. NII �N Asphalt F.C.M Found Concrete Monument TYP. Typical Swerdlo(P& Long Surveying, Inc. U.H.U. Overhead Utilities F.P.K. Found Parker -Katon Nail W.C. Witness Comer P P Power Pole L Length 10.05 Existing Elevation 365 Waymont Court, Suite lake Mary, FL 32746 . 'f \ T, i -lc ,o„-� t I I imited Aeees. Fa.emr,n F n W Fdee of W:uer Voice 407.688.767631 Fax 407.688.7691 F, IV M x ® PERIOR ALUMINUM INSTALLATIONS, INC. 2-4-3 a i 41, Q' 6" t,W Job name: �,.OA2-v— Job number: Date: _ 1b (o i Drawn by: Scale: '/4" = F