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HomeMy WebLinkAbout100 Grovewood AveAte Permit # Job Address: Description of Work: Historic District: RECEIVED CITY OF SANFORD PERMIT APPLICATION MAY 19 2009 Date:s- D c•—�--P�••1_.P/1 � O �, on L�tI 1' .ter � lam-. v Zoning: Value of Work: Permit Type: Building ✓Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Ll"—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 Commercial Industrial Total Square Footage:_ Construction Type: Z # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: 10, Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: /h n�•O (Attach Proof of Ownership & Legal Description) <41-611 Phone: T e l 9 7 lCUYJ {� State License Number: Person: i't:e�l- �/i4�,{n/ Phone: Y gOZ f"_96 %5 Address: Architect/Engineer: Cx— AZ 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 it is verification, that-1.wilI notify the owner of the property of the requirements of Flp�ida Lien Law, FS 713. -10 JSignaturt of O er/Agent~ Date S natu o ontractor/ gent to R av C 1'm✓ n A, Print Ow ei gent' m Prin ontr or/ gent's Name Signa r of S d NO PUBLIC • S 00 571 OF FLORIDA tgnature of Notary -State of Florida Date _ COMMISSION # DD097396 EXPIRES 03/05/2006 BONDED THRU 1-888•NOTARVo Owner/Agent ' ersonally Known to Me or / h Contractor/Agent is Personally Known to Me or Produ, d /_ 6M"— L? V' Produced ID O� APPLICATION APPROVED BY: Bldg't�Q j--0 O ' Zo Utilities: FD: (Initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 htto-Hwww.scpafl.orv-/pls/web/re web.semmole county tit] e?parcel=10203050500000520... 6/22/2005 OAv1D JOHNSON. GFA. ASA PROPERTYA, APPRAISER r d.: r SEMINOLE eau NTY FL. _ r• 7101 E. FIRST ST SANFORD, FL 3277t-1dEB 407-665-750E t 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 1 10-20-30-505-0000- Parcel Id: 0520 Tax District: S1-SANFORD Depreciated Bldg Value: $93,430 Owner: CINTRON OCTAVIO Exemptions: 00 HOMESTEAD Depreciated EXFT Value: $0 & MARY Land Value (Market): $21,000 Address: 100 GROVEWOOD AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 JustlMarket Value: $114,430 Property Address: 100 GROVEWOOD AVE SANFORD 32773 Assessed Value (SOH): $73,677 Subdivision Name: GROVEVIEW VILLAGE 1 ST ADD REPLAT Exempt Value: $73,677 Dor: 01 -SINGLE FAMILY Taxable Value: $0 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $0 2004 Tax Bill Amount: $0 Deed Date Book Page Amount Vacllmp Save Our Homes (SOH) Savings: $0 WARRANTY DEED 08/1983 01482 0878 $57,400 Improved 2004 Taxable Value: $0 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 LEG LOT 52 GROVEVIEW VILLAGE IST ADD REPLAT PB 26 PGS 4 TO 6 LOT 0 0 1.000 21,000.00 $21,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1,392 1,941 1,392 CONC BLOCK $93,430 $102,109 Appendage I Sqft OPEN PORCH FINISHED / 49 Appendage i Sqft GARAGE FINISHED/ 500 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 nextyear's property tax will be based on JusVMarket value. htto-Hwww.scpafl.orv-/pls/web/re web.semmole county tit] e?parcel=10203050500000520... 6/22/2005 PLAT OF SURVEY LOT 52, REPLAT OF GROVEVIEW VILLAGE FIRST ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGES 4, 5 & 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PINERMIT FFIC LOT 53 TRANSFORMER IS 0.1' OFF WALK IS 0.6' ON — 5.4' 06 Co aLOT 52 ; 0- o LOT 51 �' / o (n "' / 0 FENCE I5O�% A, 0 ,> (n 0.8' Off � / t i °' \. e ZOO• X PT WALK IS PT ZgO, SIN E STORY kTo. / CONCRETE BLOCK 02 / o = ze•oz'lo' \ � RESIDENCE #100 ro it R = 60.00' l = 29.36' � 6 / Js J. A/C J2j. \ / COVERED O PC �5 �p\ !6 ENTRY WALK IS p' 30.4' ON WALK IS PC ON' ON ,1 r '1 67 �� '9s• DRIVE Q) QPIA,)'� Oji �" Crj 0� a SET 1/2 -IRON RODL \ \ry &CAP LB X6393 WALK 15 ON' ON °p'PC w WALK IS = /QO ON ' oNCrU[ 90'00'00" Ql R = 25.00° , so' � \ / L = 39.27' qT 06 \ / CB = N 73'33'00" E py�<rRpoyr�OF��iVV \ / D = 28'02'10" wqr �qy E \ O R = 35.00 L = 17.13' \ P, CB = N 14'31'55" E LEGEND: li O DENOTES REG NAIL & DISK LB /1542 - PCP Q DENOTES REC 1/2 IRON ROD LB LAND SURVEYING BUSINESS NO NUMBER LS LAND SURVEYOR R DENOTES RADIUS PRM PERMANENT REFERENCE MONUMENT D DENOTES DELTA ANGLE PCP PERMANENT CONTROL POINT L DENOTES ARC LENGTH PI POINT OF II:iERSECTION PT POINT OF IA14CENCY CB CHORD BEARING o. enn.ir nr rim"A—RF Q C) 0 a I � 3 w LiJ O 0 r fl a nl fn l'I a- < ¢ aLOT 52 ; 0- o LOT 51 �' / o (n "' / 0 FENCE I5O�% A, 0 ,> (n 0.8' Off � / t i °' \. e ZOO• X PT WALK IS PT ZgO, SIN E STORY kTo. / CONCRETE BLOCK 02 / o = ze•oz'lo' \ � RESIDENCE #100 ro it R = 60.00' l = 29.36' � 6 / Js J. A/C J2j. \ / COVERED O PC �5 �p\ !6 ENTRY WALK IS p' 30.4' ON WALK IS PC ON' ON ,1 r '1 67 �� '9s• DRIVE Q) QPIA,)'� Oji �" Crj 0� a SET 1/2 -IRON RODL \ \ry &CAP LB X6393 WALK 15 ON' ON °p'PC w WALK IS = /QO ON ' oNCrU[ 90'00'00" Ql R = 25.00° , so' � \ / L = 39.27' qT 06 \ / CB = N 73'33'00" E py�<rRpoyr�OF��iVV \ / D = 28'02'10" wqr �qy E \ O R = 35.00 L = 17.13' \ P, CB = N 14'31'55" E LEGEND: li O DENOTES REG NAIL & DISK LB /1542 - PCP Q DENOTES REC 1/2 IRON ROD LB LAND SURVEYING BUSINESS NO NUMBER LS LAND SURVEYOR R DENOTES RADIUS PRM PERMANENT REFERENCE MONUMENT D DENOTES DELTA ANGLE PCP PERMANENT CONTROL POINT L DENOTES ARC LENGTH PI POINT OF II:iERSECTION PT POINT OF IA14CENCY CB CHORD BEARING o. enn.ir nr rim"A—RF '?y'. t ?y'1- t -? V -� �x t ?y'1- t -? V -� IF I SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL S'L`OPED SOLID ROOF--ENCLO:SURE- SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 L__. _... _......._.-- 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 VCHOR OR.EQUAL @ 24" O.C. FOR WOOD USE #10 x 171/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA CR0OF—PA N.EL TO-FASCIA_D. _TAIL SCALE: 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS �- ROOF PANEL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE 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 © NOT 2004 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1r u GLASS & MODULAR ROOMS UNIFORM LOAD ri!l a A B (SJN.G.LE SPAN_CANTILEVER UNIFORM LOAD Z l A B C 2 SPAN SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD Z Z l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length a = 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-27 a SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2) #10 x 1-1/2" S.M.S. / J THROUGH SPLINE GROOVES 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. 'IDE WALL HEADER JTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" >.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 "ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL 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) 767-4774 FAX: (386) 767-6556 PAGE c © COPYRIGHT 2004 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 SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS WI RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 - 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES I HEADER ATTACHED TO POST 2" x 2" OR 2" x 3" HOLLOW W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2" x 2" 2" x 2", 2" x 3" OR 3" x 2" HOLLOW RAIL HOLLOW (SEE SPAN TABLES) -T 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 POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4" x 2-1/4" MASONRY ANCHOR @6 FROM EACH i 4 POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL 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) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-7 ' NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable ge.BeamjSpans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 2" x 2" x 0.055" Load Width( Max. Span 'L' I (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' 1 (bending 'b' or deflection 'd') Width (ft.) 1 12 Span 3 Span 4 Span Max. Cantilever 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 4'4" d 5'-2" b 5'-0" b 0'-10" d 11 3'-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 4'-2" b 0'-9" d 12 1 3'-11" 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. p p p Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1& 2 S an 3 Span 4 Span Max. p p p Cantilever 5 5'-8" d T-1" d 7'-2" d 1'-2" d 5 6'-5" 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 7 5'-9" 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" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" 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 5'-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 5'-11" b 0'-11" d '2" x X! x -0.045U 2" x 4" x 0.050" Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft. 1=&.2'Span 3 Span 4 Span Max. -- Cantilever Load Max. Span 'L' I (bending 'b' or deflection 'd') Max. Width (ft.) 1 & 2 Span 3 Span 4 Span p pCantilever 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 7'-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 T-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 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b T-6" b T-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) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable-t#Fri-0ht-Heights;-Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 _A _ _a _a 444 KAOU ..,1...-W..• .. dncinn Innrl of 41 H/CF Tributary Load Width W! = Purlin Spacing Sections 3'-0" 3'-6" 1 4'-0" 1 4'-6" 1 55" 1 5'-6" 1 6'-0"1 6'-6" ea Allowable Height 'H' /bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 1 T-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 T-8" b 7'-5" b 7'-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'-6" b 2" x 3" x 0.045" Hollow 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 T-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 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 1 11'-6" b 11'-1" b For 3 second wind gust at,'lzq Mvm,veloclry; using design Toad v1 IJ fH,7r- Sections 3'-0" 1 3'-6" 1 Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-V 1 51-6" r'6'�0,'.� 6'-6" 1 Allowable Height 'H'/ bending 'b' or deflection 'd' 7'-0" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b T-1" b 1 6'$" b 6'-5" b 1 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 1 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2"x'0:045"_ 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b !7_'4j. b.' 7'-1" b 6-10" b 6'-7" b _ 3" x 2" x 0.070" _Hollow Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" 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. 1T-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5' b 11'-11" b 11'-6" b 11'-1" b nvalffaff f ` 2l'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'4" b 14'-9" b 14'-2" 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" 2" x 3" x 0.045" Snap Snap 10'-4" b 13'-3" b 9'-7" b 12'-3" b 8'-11" b 11'-5" b 8'-5" b 10'-9" b T-11" b 10'-3' b 7'-7' b 9'-9" b. 7'-4" b 9'-4" b 7'-0" b 8'-11" b 6'-9" b 8'-8" b 6'-6" 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. BENNETT, P.E. r a [7 SOLID ROOF PANEL PRODUCTS Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span SECTION 7 Table 7.3.6 Allowable Spans for -Z0 024" PRO=FAB-Composite Panels 26'-2" 25'-3" 22'-3" w/ EZ -LOCK for Various Loads 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH Metals USA Building Products L.P. 25'-3" 20'-6" 22'-11" 22'-2" Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density G3—"-k--48—"')C0.024—"Roof Panol- l EZ-L'OCK� 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" Open Structures tScreen�Bo`oms� Glass &Modular Rooms Overhang I Wind Mono -Sloped Roof 8 Attached Covers 23'-2" Enclosed 20'-9" Cantilever Region 182 3 4 .182 3 4 182 3 4 All 19'-6" span span span span span .span span span span Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'1l" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" L 120 MP_I:1; 20'-4" 22'-9" 21'-11" -'17'-5"-- 19'-5" 18'-10" 12'-6" .13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 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 4" x 48" x 0.024" Roof Panel w/ EZ -LOCK 5" x 48" x 0.024" Roof Panel w/ EZ -LOCK 6" x 48" x 0.024" Roof Panel w/ EZ -LOCK Note: Total roof panel width = room width + wall width + overhang 13mETALS USATM Lawrence E. Bennett, P.E. FL # 16644 . 13 u i 1 d i n g P rod u Ct s L. P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American Way, Grovel and, FL 34736 P.O. BOX 214368, SOUTH DAYTONA,FL32121 rELFAX:(3:)767-667-477a TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386) 767-6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 7-45 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / 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'-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" " 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" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / 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'-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" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4" 11'-4" 4'-0" Wind Region Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 18,2 3 4 182 3 4 182 3 4 span span span .span span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 17'-6" 4'-0" 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'-4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1" 32'-6" 31'-5" 25'-0" 28'-6" 271-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10" 4--0- 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-0" 26'-6" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4--0- 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'4" 15'-11" 4--0- 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18-2" 13'-8" 16'-4" 4'-0" SECTION 3A 1/4"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 @ 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 SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES 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" (T, (1) #5 BAR CONT. YP BEFORE SLOPE ALL SLABS'), a �_ CO 47,7777�,Z/'0//<� r. e 8" TYPEI TYPEII \FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0 011 11011 2" / 1'7.'- 1'-10" 4" MIN (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 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 carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. 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 0 Mesh, InForceTm e3Tm (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (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"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 , PAGE @ COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. , YR CERTIFIEDCOPY i MARYANNE MORSE Tax Folio No, CLERK Of CIRCUIT COURT i SEiO(f FLORIDA . ? NOTICE OF COMMENCEMENT � -I ]DEPUTY CLERK STATE OF: COUNTY OF:,r�2 - I�, y, ua NOT( � � 9 2005 1� THE UNDERSIGNED hereby gives notice that improvement will be etude to certain real property, and in a. accordance with Chapter 793, Florida Statutes, the folio\-Ang information is provided in this Notice of " Commencement. l� C 3 1. Description of property: (legal descriptio} of property, and street if ava� bye) 7 �� t: 3 4J 2. General description of improvement: r 4 �,=; � c�-c_.e..-► Q...� o.-,-, a •tel -� X / � �� C 6-7,,1, �" t::3 ti CI u 3. Owner information. iY a. Name and Address:.J�-�-J [�!`� ��.� �¢` ✓L_ b. Interest in property: C, Name and address of feesimple titleholder /(if �other than owner): �/ r� NO 4. Contractor: (name and address) "''� f' 5. Surety: '4r a. Name and address: �- - t , � _? -2 7 �- DD CD b. Amount of bond $_ _- l.J Yy Z 6. Lender: (Name and Address) F. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may b4 served as provided by section 713.3 (1) (a) 7,, Florida Statutes: (name and address) uj 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienors [Li Notice as provided in Section 713.13 (1) (b), Florida Statutes: (name and address) -, 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of C.J _a recording unless a different date is soecifiedj `~���_.� • 40� l worn and subscribed before me 2005 (Signature of O yer) U gyp, /�l c N("z G 11! t ° y' ` gnat r rC1rATFnF-ELQN-01 liGj (Owner's Name) ' goMM! SI N#OD097396 --- o R i (Notary's Narmafi zoo6 (Owner' ddre s) _ •T• !!I I I r i noNnEO THRU 1$8 NOTARY! l . rL enree�ar��e®u���er�ruuuau�nnrsarraumr�nr