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HomeMy WebLinkAbout328 Lusitana WayRECEIVED P j CITY OF SANFORD PERMIT APPLICATION 8412 Permit # ce: �� J � 1 (i �j Date: .� �l Iy I I , o;?0 ss: J� t 5 I --U s l +a nn Y e a �� S0.i1-J) r U CU :j2 J7:-� &OMPUMPof 105+0Il0fOn D'� $ureen, enclosure, Historic District: Zoning: V s 4500. 00 L pe: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole l: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines New Residential: # of Water Closets Plumbing Repair — Residential or Commercial y Type: Residential Commercial Industrial Total Square Footage: on Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: (Attach Proof of Ownership & Legal Description) 0ANNUMMdress: —'b ld rQ Schick 20 LUST -tang VVOLQ - 40"7. 407. G�1(o :9 Bonding Company: Address: Mortgage Lender: Address: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. l 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. Accep ce of rmit is veri rc '0 1 will fl notify the owner of the operty of the requirements fFlorida L�n Law, S/71� e /] Agen clot/A ettt v v o� n (i rQh Cktn�n ame of aw E*red July 08. bJ Owner/Agent is Pe on all Cnn or Produced it ���� APPLICATION APPROVED BY: Bldg DI E � 'I"I � Zoning: (Initial & Date) � i Special Conditions: Signature of Notary -State of Florida Date ow MvIeft R Moft ' MYCommisaion DD101465 Contractor/Agent is _ Person A—V— afbl�'00, 2007 _ Produced ID Utilities: (Initial & Date) FD: (Initial & Date) (Initial & Date) I It, Permit No. State of Florida County of Seminole MARYA NE MORSE, CLEW OF CIRC T COURT SEMINEL.E CWY BK 0!5804 Pu 04x4 NOTICE DF COMMENCEME RK' 0 # 20051 15404 RECIIiiDFt3 t�7/i %� iG:4606 AM RE RDERBY f 1U. en The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available). LG4 91 Ell ker'5 ar>ss i n� -- Phase, 2- 2. 2. General description of improvement: I n�j I QF h Dn 0-F � C� fen erg CI OSW1 Owner information a. Name and address 5o nd rQ _Geh l Gk 3a; 3 L-usi+0na VVC[S) 5an-ford , FL 32773 b. Interest in property c. Name. and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address —Wo Cel �- b. Phone number 5. Surety a. Name and address ►e2. Alum'101 io5+s, Inc, cl.r 14 [Dr-. 5cxn-fo red P 1.. -52-7? I Fax number b. Phone number Fax numberCERTIMED COPY, c, Amount of bond MARYANNE MORSE 6. Lender r � . U COURT a. Name and address b. Phone number Fax num r • DEPUTY 7. Persons within the State of Florida designated by Owner upon whom notices r oth documents may be served as providedby Section 713.1.3(1)(a)7., Florida Statutes: a. Name and address n - E 12 b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number . Fax number 9. Expiration date of notice of commencement.(the expiration date is 1 year from the date of ecording ss a different date is specified) Signature of Owner Sworn to (or affirmed) and subscribed before me this ( day of Tal , 20 D5 , by S�nCi�Q 5c -hi Ck Personally Known OR Produced Identification Type of Identification Produced 1'^ R Mosley. My Commission DD191455 1 a * Expires July 06, 2007 / f HIS INSTRUMENT PREPARED BY: i afore of Notary Public, State o F onda r - C� Commission Expires: NAME L 1i ADDR. r Jul 12 05 08:15a Ed Sever Aluminum 13867750089 •r a` LIMITED POWER OF ATTORNEY DATED. �I y 12,-7-00-5- I HERE BY NAME AND APPOINT Mac Iac I L�1 cf . Oo5i eq Or LD SEN U-2 ALIIMFNLTM SPECIALISTS TO BE MY LAWFUL(ATT0RNEY IN FACT TO ACT FORME AND APPi„ Y TO C j4\1 0-� r'OR A SCX-CCn nC`C6u rb PERMIT FOR WORK TO BE PERFORMED p.2 ATA LOCATION DESCRIBED AS: SECTION TOWNSHIP RANGE LOT 91 BLOCK SUBDIVISION tkCCS aossu�t ADDR.FSS OF Lu S dCt n V f QUI . 5ar7ibv-cb.--- OWNER OF PROPERTY AND ADDRESS --Scn d (n SCh i ck - 3a LI 5 L+cu-)a W ct � _ ...San-br�U AND TO SIGN MY NAME. AND DO. CERTIFIED CONTRACTOR ERNE' SIGNA'T'URE OF CONTRACTOR THIS FOREGOING LIMITED POWER OF ATTORNEY WAS ACKNOWLEDGED BEFORE ML BY ERNEST J SENEL, WHO ISPERSONALLY KNOWN TOME. SWORN TO AND SUBSCRIBED BEFORE ME THIS-- ...... -A DAY 01: 2005 NOTARY PUBLIC STATE OI' FLORIDA Vp U Si Cl C MY COMMISSION EXPMES: <��� K" rl's BARBARA J. FOLLMAR r :. .; MY COMMISSION II DD 338130 a EXPIRES: August 23, 2008 1111; of •1, P Bonded Thru Notary Public Underwriters Seminole County Property Appraiser Get Information by Parcel Number Page I of I http://www.scpafl.org/pls/web/re—web.seminole—county_title?PARCEL=l 8203150600000... 7/20/2005 101 DAVID JOHNSON, CFA, ASA 31 PROPERTY TRACT D APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST sT T CT E SANFORD, FL32771-1468 407-665-7SOS 87 JJ `34 1W -Y 124 1Z 1:f 127 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31-506-0000- Number of Buildings: 1 Parcel Id: Tax District: S1 SANFORD 0910 Depreciated Bldg Value: $122,776 Owner: SCHICK BRADID W & Exemptions: 00- SANDRA D HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $28,000 Address: 328 LUSITANO WAY Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $150,776 Property Address: 328 LUSITANO WAY SANFORD 32771 Assessed Value (SOH): $143,924 Subdivision Name: BAKERS CROSSING PHASE 2 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $118,924 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,351 Deed Date Book Page Amount Vac/imp 2004 Tax Bill Amount: $2,351 WARRANTY DEED 12/2003 05152 1804 $183,500 Improved Save Our Homes (SOH) $0 Savings: CORRECTIVE DEED 08/2003 04964 1117 $100 Vacant 2004 Taxable Value: $114,732 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LOT 91 BAKERS CROSSING PHASE 2 PB 62 Method Units Price Value PGS 97 - 99 LOT 0 0 1.000 28,000.00 $28,000 1 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SIF SF Value New 1 SINGLE 2003 8 1,955 2,390 1,955 CB/STUCCO $122,776 $124,016 FAMILY FINISH Appendage / Sqft GARAGE FINISHED/ 425 Appendage / Sqft OPEN PORCH FINISHED/ 10 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminole—county_title?PARCEL=l 8203150600000... 7/20/2005 SCREEN, CRYLIC & VINYL ROOMS SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST .l PICAL SLOPED SOLID ROO�EN CLOSU SCALE: N.T.S. ALUMINUM ROOF-S1`S� PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE 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) 767-4774 FAX: (386) 767-6&% PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2)#10x 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 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 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1"x 2" CHANNEL TO r CONCRETE WITH I' 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 SCALE: 3" = 1'-0" ®a ®® HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" 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"= l' -O" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX: (388) 76743.56 IPAG83A A I NOT TO B REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 3A EDGE BEAM 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 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. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/2" S.M.S. "HROUGH SPLINE GROOVES 'IDE WALL HEADER ATTACHED TO 1"x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" Q.M.S. IDE WALL GIRT ATTACHED TO " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4"x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF 1" CONCRETE Intn 'I MIN. A 9 e TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= l' -O" 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) 767.6558 PAGE © c COPYRIGHT2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC& VINYL ROOMS COMPOSITE ROOF PANELS: (4)1/4" x 4" LAG BOLT$ W/ 1-1/4" FENDER WASHERS PER. 4'-0" PANEL ACROSS THE FRONT AND 24" O.C-ALON,G SIDES 2"x2"OR2"x3"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 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" x 2", 2" x 3" OR 3" x 2" I 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 I RAIL 1/4"x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 787-6558 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A_7 L SECTION 3A UNIFORM LOAD l a' n _ SCREEN, ACRYLIC & VINYL ROOMS SINGLE SPAN CANTILEVER UNIFORM LOAD l l-4 A B C 2 SPAN UNIFORM LOAD a. A B 1 OR SINGLE SPAN UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length d = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall 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 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787.4774 FAX: (388) 787-85.8 PAGE Q COPYRIGHT 04 3A-8 NOT TO BE RE28PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. L l l l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length d = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall 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 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787.4774 FAX: (388) 787-85.8 PAGE Q COPYRIGHT 04 3A-8 NOT TO BE RE28PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. L SCREEN, ACRYLIC'& VINYL ROOMS I I SECTION 3A Table 3A.1.1-120 Ailowabl d ge Ream S. ollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #ISF (43 #ISF for Max. Cantilever) Aluminum Allov 6063 T-6 2"x 2" x 0.044" 2" x T. x 0.055" Load Width (ft.) Max.ppn "/, bending'b' or deflection V) 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span'L' / (bend ing'b' or do ection'd' Width (ft.) I $ 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d '6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 1 4'-2" b 1 0'-9" d d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span'L' I bending'b' or deflection 'd' 18,2 Span 3 Span 4 Span Max' Cantilever Width (ft Max. Spa 1 8& 2 Span 'L' /(bend in 3 Span 'b' or deflectlon'd' 4 Span Max. Cantilever 5 5'-8" d T-1" d T-2" d 1'-2" d 5 6- d 7'-11." d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d d 7'-1" d 7'-3" d 1'-2" d. 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d -" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d T-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d T-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span V/ (bending'b' or deflection'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever. Load Max. Span 'L' 1(bond ing'b' or deflection'd' Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'4' d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1'4' d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9"b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2'' b 7'-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b T-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6' 8" b 7' 6" b 7'-3" b 1'-4" 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 spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368,.SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 787-4774 FAX: (386) 7676556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 ,p IQ 114 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 -..-A -• 4.1n unu ...1....74.... .,.. Aacinn Innrl of 41 iaSF rW1 Sections •' ` Tributary Load Width W = Purlin. Spacing 3'-0" 3'-6" 4'-0" 4'.6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6.6 1 Allowable Height 'H' I bending'b' or deflection'd' 7.0 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 1 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b T-11" b 2" x 2" x 0.055" Hollow 10'-0" b 9'-6" b 8'-117—b 8'-5" b 7'-11" b T-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9", b 8'-4" b T-11" b 7'-8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-0" b 2" X 3" X 0.045" HOIIOW 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8' 8" b 8' 4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" X 4" X 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10' b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" X 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b T-1" b 2" x 3" x 0.045" Snap 14'-1" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" IT 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b,- 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b rut J *w6uliu 11"---v u- �•-Jf �� •'a ---'-" --- Tributary Loa 'W' = Purlin Spacing Sections 3'-0" 3'-6" 1 4'-0" 4'-6" ef 5'-0" P 5'-6" 1 6'-0" 1 6'-6" 1 7'-0'• 1 7' -6 - Allowable Heig ding'b' or deflection'd' 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 1 7'-1" b 6'-8" b F 6'-5" b 6'-1" b 5'-11" b 5'-B" b 5'-6" b 9'-5" b 8'-9" b 8'-2" b 7'-9" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b " Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-0" b 10'-1" b 9'-7" 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b " 12'-10" b 11'-11" b 11'-2" b 10'-6" b - b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-0" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 1 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'4" b 14'-9" b 14'-2" b 13'-9" b 2" x-6" X-0-050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" snap 1W-4- b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS 12.00" 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1'-0" IN o 0 V) 12.00" 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3" = V-0" w > T SELECT PANEL DEPTH FROM TABLES 12.00" CLEATED ROOF PANEL SCALE: 3"= 1'-0" � ........................ J = LU t` Q w IL o - F--;: ............ I ............ ............ ....................... ....................... ....................... ....................... ....................... SECTION 7 ALUMINUM SKIN E.P.S. CORE SIDE CONNECTIONS VARY (DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL INDUSTRY STANDARD) SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 IO NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE 7-1 I U W > 12.00" 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = 1'-0" IN o 0 V) 12.00" 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3" = V-0" w > T SELECT PANEL DEPTH FROM TABLES 12.00" CLEATED ROOF PANEL SCALE: 3"= 1'-0" � ........................ J = LU t` Q w IL o - F--;: ............ I ............ ............ ....................... ....................... ....................... ....................... ....................... SECTION 7 ALUMINUM SKIN E.P.S. CORE SIDE CONNECTIONS VARY (DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL INDUSTRY STANDARD) SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 IO NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE 7-1 I SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD, WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" X11177111 .. •'•'•'•'t ..• • -.21- ROOF PANEL #8 x 1/2" S.M.S.. SPACED @ 8" O.C: BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE A © COPYRIGHT 2004 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS '.: ........................... SECTION 7 �r 48.00" 1.0 or .0 # DENSITY E.P.S. FOAM 8� 3105 H-14 OR H-25 ALU M ALLOY ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = 1'-0" RILE n Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 Panel Products 1801 N.W. 64th Street TELEPHONE: (386) 767-4774 Ft. Lauderdale, FL 33309 Fax: (366) 767-6556 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-33 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 48" x 0.024" Panels Foam Core E.P.S. #'+ Ds " Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span I span spdm Screen Rooms & Attached Cov 182 3 4 spa span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" -4" 22'-9" 21'-11" 15'-1" 17'-9" 16'4" 4'-0" 110 MPH 21'-4" 23'-10" 23'4" 21'-11" 20'-11" 20'-2" 13'-9" 164" 14'-10" 4'-0" 120 MP 20' 4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'4" H 19'-6" 21'-10" 21'-1" 4t --T1 " 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 1 13'-9" 1 13'-3" 12'-4" 13'-9" 13'-3" 1 9'-6" 10'-8" 10'4" 3'-11" 3" x 4R" x 0.030" Panels Foam Cora E_P_S_ #1 Density Wind Region Open Structures Mono -Sloped Roof 182 3 4 span I span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'4- 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4--0- 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'4" 16'4" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 1 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14' 2" 13'-8" 4'-0" 150 MPH 1 14'-5" 1 16'-2" 15'-7" 1 14'-5" 16-2" 1 15'-7" 1 11'-2" 13'-2" 12'-9" 1 4'-0" 4" x 4R" x 0.024" Panels Foam Cera E_P_S. #1 nansity Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 23'-5" 26-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'4" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 13'-9" 164" 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" 150 MPH 13'-6" 1 15'-1" 14'-7" 13' 6" 15'-1" 14'-7" 10'-5" 12'-4" 11'4' 4'-0" 4" x 48" x 0.030" Panels Foam Core E.P_S_ #1 Density Wind Region Open Structures Mono -Sloped Roof 182 1 3 4 span span span Screen Rooms & Attached Covers 1&2 3 41&2 span span span Glass & Modular Rooms Enclosed 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 26'-11" 30'-1" 29'-1" 26-8" 28'-9" 27'-9" 20'-1" 22'-5" 21'-8" 4'-0" 110 MPH 26'-11" 30'-1" 29'-1" 23'-8" 26'-5" 26-6" 18'-7" 20'-9" 20'-1" 4'-0" 120 MPH 26-8" 28'-9" 27'-9" 21'-11" 24'-7" 23'-9" 15'-10" 19'-1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 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" 14'7" 17-5" 15'-9" 4''-00" 140 MPH 15'7" 17'-5" 16-10" 15 17'-5" 16-10" 13-8" 15'3" 14'9" 4 " 150 MPH 15-7" 1 15'717-5" 16'-10" Note: Total roof panel width = room width + wall width + Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 n MZE Elite Aluminum Corporation 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2004 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I -, LOT 91, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1 = 30' GG^RAPHIC SCS A 0 15 30 NOTE: NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "B" OPEN AREA ��r 50.00'0'00'00"E� 9 7'15.0'. " T 1 s.o'.;.;. \ f� 50' 40.0' LSI 'o (:DA= 2 3 4'41 Noo o R=75.00' � COo0 L=30.86' 1 '-_b ONE STORY O O CB=S78*12'40"W LOT 90 O CONCRETE BLOCK O LOT 92 U 0 0 RESIDENCE z :a FINISH FLOOR p �' o C=30.65r nu ELEVATION=29.54 a. O C) V) COVERED ENTRY p 5.0 80NC.;R:Ep..T bp'`,^n-J-►` 5.0'Ho 00'. ' 15.0' p7Dr COW GRIYEWA 1yA K IS !/ X\ J I- .3' OFF ,�hO•I. W12'L OFIS F o�co ooN90 oooO rrW , v ry o IQ Plui /WALK IS oiN AA 1.3' OFF NI '��' O �- - _ _ - - -_ -� Pi PT N90'00'00"E 420.00' Q LUSIT^N^ WAY CENTERLINE OF RIGH T -OF- WAY Q /00 AN 50' RIGHT OF WAY 00 00 00 °i gyp. �a 00 I1 A PC 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-1-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN _OCATED EXCEPT AS SHOWN. i. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 91 AS BEING N90'00'00" W PER PLAT. (FIELD DATE:) 7-10-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41465 DRAWN BY: REVISED: 'FINAL II -21-03 CKB FORMBOARD 8-i1-03 CKR PLAN 4-22-03 SOO CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA BRADD W. SCHICK AND SANDRA D. SCHICK CH MORTGAGE COMPANY, I , LTD. LEGEND — BUILDING SETBACK LINE CENTERLINE - RIGHT OF WAY LINE _Jw EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 11-2(7 03 1 FOR THE FIRM LLIAM R. MU CATELL JR. PS)6;492 DATE FND NAIL AND DISC LB #6393 (01/26/03) ®SET 1/2" IRON ROD AND CAP LR #6393 (01/26/03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PIDENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE UCCS UNCOVERED CONCRETE SLAB SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 11-2(7 03 1 FOR THE FIRM LLIAM R. MU CATELL JR. PS)6;492 DATE