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HomeMy WebLinkAbout105 Rockwood Wayi RECEIVE® MAY 1 0 200 Permit # : C vnn� Job Address: /o -s- /Co c bvo o a Description of Work: Historic District: U CITY OF SANFORD PERMIT APPLICATION Date: L 'S Zrl --1 \ Zoning: Value of Work: V Permit Type: Building �_ 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 Calc. 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: Residential -A-_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: .3z 1/— 3 I— _s-1 S — O o o O — l J g O (Attach Proof of Ownership & Legal Description) Owners Name & Address: t L 1,05— /� O G/t W o �oI / �q y Phone: ! tO 7 3?�Zn� Contractor Name & Address: _Al ung^;_' , A� /score_ 3 3 Z �14aili `/ Q /2 � c- ®pet, -3 T 7� F a �� P� r-4 -t e 5 State License Number: C (� C 6 Phone &Fax: f%7 �0�7 ^%SZZ. Zig% 6Sy�7, Y5 -'?Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Ir Address: G Phone: %T i'Y-A1A, / 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 y; h %& *�anaoement districts, state agencies, orjederal agencies. Acceptance of pe it is verification that I will notify the o the property of the Signature of Owner/Age Date iVa /4z_ ,e�li ,_ Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID (— T�--z 3 —qsY APPLICATION APPROVED BY: Bldg: oning: (Initial & Date) Special Conditions: RICHARD RUSH Notary Public, State of Florida My comm. expires Feb. 16, 2008 No. DD291294 , Bontled thru Ashton Agency, Inc. (800)451-48551-4854 P t Con/tQs s _ -oft" Signature of IS tate of Florida Date Contractor/Agent is Personally Known to Me Produced ID (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) Notary Public - State of Florida *C0nnlW0rlB0WW31,2008 Commission # DD 367628 Bonded BY National NotaryAssn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 u" ❑AYID JOHNSON, CTA. ASA - PROPERTY� rp, APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST sr r- - - SANFORD, FL 3 2771-1 466 407-665-7506 *f 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 32-19-31-515-0000- Number of Buildings: 1 Parcel Id: 1040 Tax Dist ict: S1-SANFOR Depreciated Bldg Value: $126,252 Owner: RICKARD WALTER & Exemption 00- MILDRED B TEAD Depreciated EXFT Value: $0 Land Value (Market): $20,000 Address: 105 ROCKWOOD WAY Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $146,252 Property Address: 105 ROCKWOOD WAY SANFORD 32771 Assessed Value (SOH): $146,252 Subdivision Name: CELERY LAKES PHASE 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $121,252 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $410 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $410 SPECIAL WARRANTY DEED 07/2004 05401 1144 $160,900 Improved Save Our Homes (SOH) Savings: $0 2004 Taxable Value: $20,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 104 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 LOT 0 0 1.000 20,000.00 $20,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 13 1,364 3,424 3,012 CB/STUCCO $126,252 $126,886 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 396 Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft UPPER STORY FINISHED / 1648 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=32193151500001... 4/13/2005 i L][IVTI'TED F^` "a OF AT'!_ , ORNE,—Y Date I hereby authorize — V of C Screen �-v��'r to sign hisi`her name on, my behalf in order to apply for a permit for the wo►-k to be performed at: T „t `o H Subdivisi Address c GC 0,45P O q3 Type or print na y and Lie e .Ire of Licensed Contra' i If applicable only', Type or print nazne of owtaer STATE OF FLORIDA ()RANGF- COUNTY The foregoing instrument was acknotivled l , by '�` e RENS BETANCOURT o4t-aY PuZ %. Notary Public - State of Florida _:_ •_MVExpiresOct31,2008 Commission # DD 367628 ;`,„° Bonded By National Notary Assn. hl -AA C1C'':1'nN1 Signature of owner _.Ati me tl.isday � � •� (namz offv so awlve ;-s of Florida) 17 (Print, Type ar Stamp Comrnissione.d Name) Personally kiao'Wn -_�� OF, 1�rodttced identi�tcation�a. Type of identification predated r �,'..b SLdbd6 F 1d3Q 901E N308dg a31N I M ,�i M 6b 9T zooz/ge zo . PI -AT C'r BOUNDARY SURVEY N for MARONIA HOMES Legal Description LOT 104, CELERY LAKES PHASE 1, according to the Plat thereof as recorded in Plat Book 62, Pages 75 and 76, of the Public Records of Seminole County, Florida. PERMIT # PLANS REVIEWED ITY OF SANFORD w ,�Co Z Q OFFICE I 95 ! 96 97 ;N 89'38'17" E 50.00 ---------------- ---------------- 104 4. P to r i O ori DRIVE ' =------------------- '10' UTI ITY ESM'T ---------------- ----------- --- S',89'38'17." .. W "_50.00 a a ---------- q-ROCXWOOD-WAY----------- -- SCALE: 1 "=30' SURVEY NOTES: 1) The street address of the above-described property is 105 ROCKWOOD WAY. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated April 1995.. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minima Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. ReVISED FOR FODUDATFON: 22 MAR. Z I atw FOR FlWAL 500EY: tI JULIE W04 PROJECT NO: 04 - 10 CERTIFIED CORRECT TO: KI NER SURUEI`ING, INC. WALTER RICKARD R. BL A I R iC I TA►tR - P.L.S. NO . 3382 MFC MORTGAGE, INC. OF FLORIDA CHICAGO TITLE INSURANCE COMPANY Post Of f ice Box 823, Szr �f crd, Fl. 32772-0823 KAMPF TITLE & GUARANTY CORPORATION (�tU' 322_ 20Q1 ADNORAM TITLE COMPANY, INC - SURVEY DATE: 17 M ZCH 2004 30 0 iri� —` ' N 40.02LO wI 9TORV w BKESSracco 105 Q ¢ t,, 10 3 _ tv z a FF. ELEV = 20.62 � L O CD �' C U I C r i O ori DRIVE ' =------------------- '10' UTI ITY ESM'T ---------------- ----------- --- S',89'38'17." .. W "_50.00 a a ---------- q-ROCXWOOD-WAY----------- -- SCALE: 1 "=30' SURVEY NOTES: 1) The street address of the above-described property is 105 ROCKWOOD WAY. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated April 1995.. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minima Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. ReVISED FOR FODUDATFON: 22 MAR. Z I atw FOR FlWAL 500EY: tI JULIE W04 PROJECT NO: 04 - 10 CERTIFIED CORRECT TO: KI NER SURUEI`ING, INC. WALTER RICKARD R. BL A I R iC I TA►tR - P.L.S. NO . 3382 MFC MORTGAGE, INC. OF FLORIDA CHICAGO TITLE INSURANCE COMPANY Post Of f ice Box 823, Szr �f crd, Fl. 32772-0823 KAMPF TITLE & GUARANTY CORPORATION (�tU' 322_ 20Q1 ADNORAM TITLE COMPANY, INC - SURVEY DATE: 17 M ZCH 2004 ALUMINUM & MORE ( 407) O 1. KICK PLATE S. FACIA i 2. SCREEN 6, CARRY BEAM 3 • e DOWN SPOUT 7. ROOF IiJS pAN 4. GUTTER 8. DOOR / J i0 z y'` elf owner ii✓ �_ j�icl� -moi/ p h nc address subdivisi(e,v, SECTION.3A H* SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) / 'LW' FOR / MAX. / UPRIGHT HEIGHT (h) 1"x2" VARIES MIN. 3-112" SLAB ON GRADE IOR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 39) " (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM 'P/2' 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) ,I -- VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) W z� W P = PROJECTION FROM BLDG. LW = LOAD WIDTH r NOTES: 'P' VARIES 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 114"x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-112" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CUPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION_ 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H: 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #8 1 #10 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= V-0" Lawrence E_ Bennett, P.E. FL # 16644 CIVIL ENG/NEER - DEVELOPMENT CONSULTANT P.O. BOX 21436$. SOUTH DAYTONk FL 32121 TELEPHONE. (386) 767-4774 FAX: (386) 767-6556 PAGE -- © COPYRIGHT 2804 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfTTEN PERK41SSION OF LAWRENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS RIDGE CAP #8 x 1/2"(3) PER PANEL \ #8 x 1/2" @ 24' O.C. I \' - --, -� ROOF 3" - x - N C6 I I f l X x x x `li BEAM SUPPORT STUDS (TYPICAL) SECTION 313 RECEIVING CHANNEL (6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S.M.S. TO BEAM --- ` \ PO 3" ROOF - Im x - 2" X .- N (A 60" MAX I 2" x 6" S.M_B. HEADER x N ® ® ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE-- 3'= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTHI)AYfONk FL 32121 TELEPHONE. (386) 767-4774 FAx_ (386) 767-6556 © COPYRIGHT 2004 PAGE p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E_ 3p-1$ SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1'x 2" WITH i BEAM / HEADER (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANGLE CLIPS MAY BE ANCHOR 1'x 2' PLATE TO SUBSTITUTED FOR INTERNAL CONCRETE W/ 1/4',x 2-1/2" SCREW SYSTEMS CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN_ (3) #10 x 1 1!2" S.M.S. INTO SCREW BOSS MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. 1" x 2" EXTRUSION OR FIBER MESH a 1-1/8" MIN_ IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW IUPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE:; 3" 1'-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 60 \ ' (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 i 1" x 2" EXTRUSION — ¢ 1-1/8" MIN. IN CONCRETE - a e ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTIONTO BEAM DETAIL SCALE: 113- =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O- BOX 214368. SOUTH DAYTONk FL 321211 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE © COPYRIGHT2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P-E- SECTION 3A. - I SCREEN, ACRYLIC & VINYL ROOMS 114"x 6" RAWL TAPPER THROUGH 1'x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1' WIDE x 0.063' THICK STRAP t7a EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M_S_ STRAP TO POST AND (1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTE, CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= 1,-0- 2'-0" MIN_ 3-1/2" (TYP. (1) #5 BAR CONT_ BEFORE SLOPE ALL SLABS) a 0o a . TYPE 1 8" FLAT SLOPE / NO FOOTING TYPE 11 0-2" / 12' MODERATE SLOPE FOOTING Notes: 2"112"- 1'-10" 1_ 4" MIN_ (2) #5 BAR CONT. TYPE 111 STEEP SLOPE FOOTING The foundations shown are based on a minimum soil bearing pressure of 1,500 psf 1'-10" shall be verified, prior to placing the slab by field 1 sol test or a soil testing lab. Bearing capacity of soil 2.. The slab / foundation. shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2' (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the requiredcarport or patio cover exceeds 20'-0". Then a minimum of a Type 11 footing is . All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3 (Formerly Fibermesh MD) per maufacturel's specification may be used in lieu. of wire mesh. 5. If local building codes require a minimum footing use Type If footing or footing section required by local code. Local code govems_ (See additional detail for structures located in Orange County, FL) 6_ if a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE. 3/4" Lawrence E_ Bennett, P_E_ FL # 16644 CIVILENGINEER_DEVELOPMENTCONSL/LTA 7- P -O. BOx 214368, SOUTH DAYTONA. FL 3212, TELEPHONE (366) 767-4774 FAX: (366)767-65W . 3E 3A-38 © COPYRIGHT 2W4 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 Table 3A.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 XSF (36 #/SF for Max. Cantilever) Aluminum AII~ rn6z1a r- 2" x 2" x 0.044 2" x 2" x 0.055` Load Max. Span 1:/(bending 'b' or deflection 'd) Load Max. Span V / (bending 'b' or deflection 'd) Width (ft) 1 & 2 S Span 3 Span Pa 4 S fan Max. Width ft. ) 1& 2 Span Cantilever 3 Span 4 Span' Cantilever 5 5'-4' d 6'-7' d 6'-9" d 1'-1' d 5 5'-8" d 6'-11' d —T --l" d 1'-2" d 6 5--0- d 6-2" d 6' 4" d 1'-0" d6 5`-4' d 6'-7" d 6'-8' d 1'-1" d 7 4'-9" d 5'-11` d 5'-11" b 0'-11" d 7 5'-1" d 6'-3". d 6'-4" d 1'-0" d 8 4'-T d 5'-8" d 5'-7' b 0=11" d 8 4'-10" d 5'-11" d 6'-1" b 0'-i 1" d 9 4'-5' d 5'-5' d 5'-3' b d-10" d 9 4'-8" d 5'-9" d 5'-9" b 0'-11" d 10 4'-3' d 5'-2" b 4'-11" b 0'-10" d 10 4'-6` d 5'-6" d 5'-5" b 0'-11' d d 4'-11` b 4'-9" b 0'-10" d fi 4'-4' d 5'4' d 5'-2" b 0'-10' d 12 T-11' d 3" x 2` x 0.045 4'$' b 1 4'4" b 0'-10" d12 4'-3" d 5'-2" b 4'-11" 6 0'-10' d 3" x 2" x 0.070" Load Max. Span 'L' / (bending W or deflection 'dn Load Max. Span 'L' / (bending 'b' or deflection 'dj Width (fL) Max. 1 & 2 S Span 3 Span 4 Span Cantilever Width (ft) 1& 2 Span 3 Span 4 Span Max. 5 6'-0" d 7'-5" d T-7" d 1'-2" d 5 6'-9" d W-5" d 8'-7' d Cantilever 1'-4" d 6 5'-8` d 7'-0" d T-2- d 1'-2" d 6 6'-5" d T-1 i` d 8'-0" d 1'-3" d 7 5-5* d 6' 8" d 6'40" d 1'I" d 7 6'-1" d 7'-6" d 7'-8` d 1'-3" d- 8 5'-2" d 6'-4" d 6'-6" d 1'-0" d 8 5'-10' d T-2" d 7'4' d 1'-2" d 9 4'-11" d 6'2" d 6' 3' d 0'--11" d 9 5'-7' d 6'-11" d T-0" d 1'-1' d 10 4'-9' d 5'-11" d 5'-11` b 0'-11" d 10 5'-5" d 6'-8` d 6'-9" d 1'-1` d 11 4'-W d 5'-9` d S -S" b 0'-11" d 11 5'-3" d 6'-5' d 6'-7' d 1'-0" d 12 4'-0" d 5'-7" d 5'-5" b 0'-11" d 12 5'-1" d 6'-3" d 6'-5` d 1'-0" d 2" x 3" x 0.0451 2" x 4" x 0.050" Load Max. Span V / (bending 'b' or deflection 'd) Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 S Span 3 Span 4 Span Max Cantilever Width (ft.) 1 & 2 Sean 3 Span 4 Span Max. 5 Cantilever T-0' d 9'-3` d 9'-5` d 1'-6' d 5 91-8" d 11'-11" d 12'-2" b 1'-11" d 6 7'-0' d 8'-8" d 8'-8" b 1'-5" d 6 9'-1" d 11'-3" d 11'-1" b 1'-10" d 7 6' 8" d ------- 8'-3" d 8'-1" b 1'-4` d 7 8'-8` d 10'-8" b 10'-3" b 1'-9" d 8 6'-5" d r-9" b T-6" b 1'-3" d 8 8'-3" d 9'-11" b 9'-7" b 1' S" d 9 6'-2' d� T-4" b 7=1" b 1' 3" d 9 7'-11' d T-5" b T-1" b 1'-7' d 10 L12 5'-11` d 6'-11" b 6'-9' b 1'-2" d 10 T-8" d 8'-11" b 8'-7' b 1'-6" d 11 5'-9" d 6'-8' b 6' 5" b 1' 2" d 11 T-5" ' b 8'-2" b 1' 6" d 5'-7" d 6'-4"b 6' 2" b 1'-1" d 12 ;d:F T-3" " b T-10" b 1'-5" d Nnfo - 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-DEVELOPWAIT CONSULTANT P -O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX. (386) 767.6556 AGE EtcNOT77BE GHT 2D04 3A"1 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENUM. P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A-2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity: using design load of 11 #/SF Sections 3'-0" 1 3'-6' Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-0" 1 5'-0" 1 5'-6' 6'-0" 1 6'-6" 1 Allowable Height 'H' / bending'W or defiection'd' 7'-0" 7'-6' 2" x 2- x 0.04t" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8' b 7'-4" b 6'-11' b 6'-8" b 6'-5" b 6'-2' b 5'-11" b 2' x 2' x 0.055" Hollow 10'-3' b 9-6" b 8-11' 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 7'-11" b 7'-8" b 7'-5" b T-2" b 3" x 2" x 0.070" Hollow 17-9' d 17-2" d 11' 7" d 10'-11" b 10'-5' b T-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 17-9" b 11'-9" b 11`-0" b 10'-5" b 9'-10" b 9'-5' b 8'-11" b 81-8" b 814" 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 IV -6- b 11'-0" b 10'-8" b 10'-3' b 2' x 4" x 0.046' S.M.B. 19'-1' b 1T-8" b 16'-6" b 15'-7' b 14'9' b 14'1" b 13'-6" b 1Z -11"b 17-6' b 17-1" b 2" x 5" x 0.050" S.M.8. 23'-7" b 2V -10"b 29-5' 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'-0' b 2" x 2" x 0.044" Snap 11'-3" b 10'-5' b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4' b 7'-l" b 2" x 3" x 0.045" Snap 14'-4" b 1 13'-4" b 17-5" b 11'-9" b 11'-2" b 1(Y-7" b 10'-2" b 1 9'-9" b 9'-5" bi 9'-1" b 2" x 4' x 0.045' Snap 17'-7" bi 16'-3" b 1 15'-3' b 14'4' b 13'-7" b 12'-11" b1 17-5" bj 1V -11'b 11'-6" bj 11'-1' b ror a secono wino oust at 1Zu mvm velocttv_ usmn design lead of 13 VISF Sections 3'-0" 1 3'-6" Tributary Load Width W = Purlin Spacing 1. 4'-0" 1 4'-6" 1 5%0 5'-6" 6'-0" 1 6' 6" Allowable Height 'H' / bending V or deflection 'd' 7%0- 1 T-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0' b T-6' b 1 7'-1' b 6'-8". b 6-5' b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2' x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'4' b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5'-11' b 3" x 2" x 0.045' Hollow 10'-5' b 9'-7' b 8'11' b 8'-6" b 8'-0" b 7'-8" b T-4" b T-1' b 6'-10' b 6'-7' b 3" x 2" x 0.070" Hollow 12'4' d 1 V-5" b 19-8- b 10'-1" b T-7" b 9'-2' b 8'-9" b 8'-5" b 8'-1' b T-10" b 2" x 3' x 0.045" Hollow 17-10" b 11'-11" b 11'-2" b 10'-6' b 9'-11" b 9'-6" b TA' b 8'-9" b _ 8'-5" b 8'-2" b 2' x 4" x 0.050" Hollow 14'-11" b 13'-10" b 17-11' b 17-2" 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 1Z -11"b 17-5" b 11'-11" b 11'-6" b 11'-1' b 2" x 5" x 0.050" S.M.B. 21'-8' b 20'-1" b 18'-9' bi 17'-9" b 16'-10" b 16'-0" b 164" b 14'-9" b 14'-2' b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 27-2` b 20'-9" b 19'-7' b 18'-7" b 17'-9' b 16'-11" b 16'-3" b 15'-8" b 15-2' b 2" x 2" x 0.044" Snap 10'-4" b 9-7* b 8'-11" b 8'-5" b T-11" b T-7" b 7'-4" b T-0" b 6'-9" b 6'-6' b 2" x 3" x 0.045" Snap 13'-3' b 17-3" b 11'-5" b 10'-9" b 10'-3" b 1 9'-9" b 9-e b 1 8'-11' b8'-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' bi 11'-11" b 11'-5' bj 10'-11" b 10'-7" b 1 10'-3" b motes= 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 EUGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386)767-4774 FAX_ (386) 767-6556 vGE © COPYRIGHT2004 3A"24 NOT TO BE REPRODUCED IN WHOM OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT, P -E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads " Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam 3- x 48" x 0.024" Panels ' Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang ! Cantilever Region 1 &2 span 3 span 4 span 1 &2 span 3 span 4 span 1 &2 span 3 span 4 span All Roofs 100 MPH 17'4" 19'-4" 18`-9" 15'-10" 187-6` 17-10" 11'-8" 13'-8" 13'-3' 4'-0' 110 MPH 16'-6" 19'-4" 18'-9' 14'-2` 15'-10" 15'-3" 1Q'-6" 12'-6" 11'-5` 1 4'-(Y 120 MPH 15'-2" 18'-6' 1TAT 13'-3" 14-10' 14;4' 9'-8" 10'-10" 1Q'-6" 4'4" 123 MPH 14'-10" 17-9' 16'-1' 12'-11' 14'-6" 13'-11" 9-6" iff-7` 10'-3' T-11" 130 MPH 14'-2' 15'-10*- '-3" 11'-8' 13'-8" 13 -3" 9'-0" 10'-1" 9'-9" 3'-3- 140MPH 10'-0" 1i'-2" 10'-10" i0'-0" 11'-2" 10'-10` 8`-4" 9'-4` 9'-0" 2'-11" 150 MPH 10'-0" 11'-2" 10'-10" 10'-0' 11'-2" 1 Q'-10' T-5" 8'-8" 8'-4" 2'-10" a x 40 x u_usu- Flanels Wind Region 4 Open Structures Mo loped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 20<-0' 22'-11" 2r-2, is s" 2r-10" 2r -l" 14'-6" 16'-2' 15-8- 4' 0- 110 MPH 20'-6' 27-11" 2Z-2' 1T-11" 1 20'-1" 19'-5" 13'-3" 14'=9" 14'-3" 4'-0' 120 MPH 19' 6" 21'-10' 2i'-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" l17'-7" 16'-2" 11'-2' 13'-1" 1 12'-8" 4'-0" 130 MPH 16'-9" 1W-4' 18'-9- 14'-2" 16'-2" 15'-8- 10'-8" 12-5' 11'-6- 4'-0' 140 MPH 11'-10' 13'-3" 1T-9" 1913'-3- '" 12'-9" 9'-11" 11'-1' 10'-8"0 4'-0" MPH 11'-10" 13'-3` 12'-9" 11'-7' 12'-11` i2'-9" 9'-2" 10-3" 9'-11' ' 4" T-4- 4 - X 421-- X n. IDA- Panalc Wind Region Open Structures Mo -Sloped Roof 18.2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang ! Cantilever All Roofs 100 MPH 20-0' 22 4' Open Structures Screen Rooms 4' 20'-7" 14'-2" 15'-10` 15'-3` 4'-0" 110 MPH 2ff-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" 15'-4` 18'-3` 17'-8` 11'-2" 13'-2" 12'-8' 4'-0" 123 MPH 18�' 20'-6" 19'-10" 14'-11- 17-9" 16'-2" 10'-11` 12'-10" 12'-4` 4'-0" 130 MPH 16-4" 18'-11 18'-31 14'-2" 15'-10" 15'-3" 10'-5" 11'-7" 11'-3' 4'-4- 40 1MPH 1 i '-7' 12 -i 1' 12` 6` IV -7- 12-t i ` 91-W 10 _9 10'-5- 4'-0" 150MPH w� 11`-7` 12-11" i2'-6' 11'-7' 12'-11` 12 6" 8'-11` t0't)" 9'-8" 1L3 MPH 21'-2" 23'-8' 22 10` 18' 4` 130 MPH 19'-6' 21'-10' 2i'-1" 16`-4" 140 MPH 13'-4- 14'-11" 14'-5" 13'-4" ;150 MPH 13'-4' 14-11" 14'-5` 13'•-4" Note= Total roof panel width =room width + ranru 14'-9" 14'-0" 11'-7" 14'-3" 13'-6' 11=2' Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mo loped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span All Roofs 100 MPH 23'-1" 25'-10" 24'-11' 22'-0- 24'-i' 23'-9" 16'-4' 19'-3- 18'-7" 4'-0" 11OMPH 23'-1` 25'-10' 24`-11- 20-3' 22-8" 21`11" ` 16'-1" 1>n up" 757 A- 4'-0" 1L3 MPH 21'-2" 23'-8' 22 10` 18' 4` 130 MPH 19'-6' 21'-10' 2i'-1" 16`-4" 140 MPH 13'-4- 14'-11" 14'-5" 13'-4" ;150 MPH 13'-4' 14-11" 14'-5` 13'•-4" Note= Total roof panel width =room width + 20'-6' 19'-9" 13'-3` 19'3" 18'-7" 12'-6' 14'-11' 14-11" 14'-5" 1 ff-4' wall width + overhang 14'-9" 14'-0" 11'-7" 14'-3" 13'-6' 11=2' Lawrence E. Bennett, P -E. FL # 16644 CIVIL ENGINEER - DEVELOPS CONS(7LTAlYI- P.O. BOX 214368, SOUTH DAYTONA. FE 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6&% 4'-0' 4'-0" 4'-0" 77-32 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE- T. P.E Permit Number Parcel Identification Numb er3 z - / i -2t s71s-000,D- j o yo Prepared by: f�r-rnv-, marc) eneuS Aluminum and More 332 Maguire Road Ocoee, FL 34761 Return to: Aluminum and More 332 Maguire Road Ocoee, FL 34761 NOTICE OF COMMENCEMENT State of F1 nri cla County of 5 o Ce ttt®tttitttt����i�t�l���l���llM11111111011 WIN YMW NURSE, CLERK OF CIRCUIT UWT INDLE CtltRM 05715 FIG 0508 E RK' S # 20C-55076841 URDU 05/10 M25 Uun- -.46 IN t RDIN6 FEES 10.00 ORM BY t holden CERTIFIED COPY MARYANNE MOR CL �Rk 0f CT`�''CWT COURT SEMIFV LARI( 'NN', FLOrli. The undersigned hereby gives notice that improvemenl(s) will be' made.to certain real property, and in accordance with Chapter 713, Florida Slalutet, the following information is provided in this Notice of Commencement. 2105 1. Description of property (legal description of the properly, and street address if available) 2. General description of improvement(s) CSI►/ er, -S 3. Owner Information Name 12 Address l o- w� t er Telephone Numer =CFax Numberb(�o�lcw��� wAY . 3277! 4. Fee Simple Title Holder (if other than owner shown above) Name SAME Address Telephone Number Fax Number 5. Contractor Name Frank Cardenas Address 332 Maguire Road Telephone Number (407)290-2111 Ocoee, FL 34761 Fax Number (407) 654-7533 6. Surety (if any) Name not applicable Address Telephone Number Fax Number Amount of bond 7. Lender (if any)_ Name not applicable Address Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name not applicable Address Telephone Number Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name not applicable p Tele hone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the dale of recording unless a different dale is speciried): Dale Signed Sig -lure of Owner Sworn to and subscribed before me this __ 12 day of ""'U 1s personally known to me OR as identification.' produced RICHARD RUSH i nature of Notary Notary State of Public, StaFlorida 9 notarial seal to appear below) Form Revised: 9/96 My comm ,expires FebNo.. 16, 2008 1294 Bonded thru Ashton Agency. Inc.(800)4D5194854