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HomeMy WebLinkAbout169 Pinefield Dr (2)Permit # Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: S �-1— 0 RECEIVED 3� 7 7X Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AA 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 6"� Commercial Industrial Total Square Footage: 32,0 Construction Type: A/ # of Stories: _L_ # of Dwelling Units: _,_ Flood Zone: (FEMA form required for other than X) Parcel #: 674- / Owners Name & Address: Contractor Name & Address: 3l s/,- 000p /X/0 (Attach Proof of Ownership & Legal Description) Phone & Fax: ! O% / Contact Pe o ;4;" Phone: Bonding Company: /Y11 Address: Mortgage Lender: Address: Architect/Engineer: 'G't`G� 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 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 permit is verification that I will notify the owner offt�the property of the requirements of Florida Lien Law, FS " 3. Signature of Owner/Agent Date Signature of ContractrAgov- P Dat 1 4'. We `f �ript Owner/Agent's Name ` Pri Con gr Nam Signature of Notry-'s tate o Owner/Agent is _ Perso 1Z Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: LORI D. TUCKER MY COMMISSION # DD 406941 EXPIRES: April 2, 2009 A&4* firu Notary Public Underwriters Zonima: of Florida Date l) DFpz:i3 —�_ '_ a E D O flu tv�c�ll,t,lr�r��� ANT Agent is r., r,Pees de t3ry Krig,61 to Me e'e"d>[iPN•• 8491 ,4y� ''thora�eUryDrs 07 Utilities: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Workmans Comp 1101 East 1 S` Street Checked: Sanford, FI 32771 SEMINOLE COUNTY Phone: 407.665.7050 FLORIDA'S NATURAL C1101CF. Fax: 407.665.7486 SEMINOLE COUNTY RESIDENTIAL PERMIT APPLICATION Job Street Address: / G 9 i Z 7 Y, /q/ ---2-X-o5- Date: R--2-X-05- City: City: Zi 7 Parcel ID: 3 c / 9 Y/ Directions to Job Site: -r Owner Name: Address: City/St/zip: 3 7,71Phone: Fax: Contact Person: Day Phone: Contractor: l -� Address: d R2-,, oe�// City/St/zip ui' �/ 9� 1 7,7 Phone: (,167 y s S" Fax: 7 ?.;t a 3 0 R,? [State Lic. Holder Name: !e-, ot- �� Re ./Cert#: *Attach Proof of Ownership: Tax Record from Werninole Co. Property Appraiser's Office Tax Receipt or Deed etc. Parcel ID: Plat Book: Page(s): Subdivision Name: DESCRIPTION OF WORK '' -S (.✓ D Valuation of Work (Estimate): $ J--2- --zTotal TotalSquare Footage: -?ZD Total HVAC/Living S ace S uare Foot Will trees be removed? Yes No (If yes, complete an Arbor Permit) Utilities Se tic Tank Well Public Water Public Sewer Existing Well Utility Letter Include Utility Letter From Appropriate A enc -SUBCONTRACTORS Business Name License # Reg/Cert Card Holder's Name Electrical Mechanical Plumbing Roofing Low Voltage Low Voltage Gas Irrigation Other NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS COMMENCED. I hereby certify that I have read and examined this application and know the same to be true and correct. All Provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not, the granting of a permit does not presume to give authority or violate or cancel the provisions of any other state or local law regulating construction or the permanence or construction. The valuation for this permit will be calculated using the SBCCI Building Valuation Data using the Good category. By my signature, I acknowledge this fact and waive any rights to appeal said valuation and or permit fees I hereby certify that at the time of the application and issuance of the above permit, all necessary Workmen's Compensation Insurance required by the State of Florida has been obtained to effect the proper protection of those workers under my employ. Signature of Contracto • Date: ja Signature of caner: Date: ELECTRIC Electric _Company Florida Power Corp. Florida Power & Light Service Size: Old Amps: Volts: Phase 1 h: Phase 3 h: New Am s: Volts: Phase 1 h: Phase 3 h: ITEMS UNITS ITEMS UNITS Outlets & Switches each Water Heater Lighting Fixtures Dryer Outlets Window A/C Dishwasher Continuous Receptacle Strip per Outlet I Electric Range Cook Top I Other SERVICE Number of Amperes Each Sub Feed Panel Tem ora Pole MOTORS & GENERATOR Horse Power List HP GENERATOR TYPE Time Switch Display Case # of Lights SIGNS Sign Outlet Per Circuit Number of Sockets Neon Transformer of Tubing OTHER ELECTRIC Electric Elevator Pool Wiring Change of Service Pump Service TOTAL--> HVAC EQUIPMENT Number of Kilowatts Other Appliances Water Heater I I Dryer Cook Top Dish Washer Electric Range TOTAL-> X-Ray I I Dental Units Oil Burner Units TOTAL—> Exhaust Fans Under % HP Exhaust Fans % to 1 HP Attic and Paddle Fans ELECTRIC WELDER Transformer Type Up To and Including 50 Amps Over 50 Am s POWER TRANSFORMERS List Number Kilowatts KVA LIST OTHERS & DESCRIBE MECHANICAL: Valuation of Work: $ PLUMBING: Number of Traps: WELLS CONSTRUCTION: Shallow Well I I Deep Well Pump/PlumbingPump/Plumbing Equipment Installation Abandonment of Well Note: Water Systems supplying more than 25 people, a Construction Permit through St. John's River Water Management District must have approval through the Dept. of Environmental Services at the state level. All wells over 4" in diameter shall have a construction permit and consumptive use permit prior to a permit being issued !!y the Building Division. Type of Gas Installation: J Natural Li uidfied Petroleum Gas Class of Building- Existing New Type of Building: Residential Commercial Mobile Home Type of Work: New I I Alteration I I Addition I Repair ALL VENTING AND COMBUSTION AIR SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER AND WILL BE INSTALLED AT THE ROUGH PIPING INSPECTION STAGE. INDICATE ALL DIRECT VENT/POWER VENT APPLIANCES IN SPECIAL COMMENTS. # GAS OUTLETS: DELIVERY PRESSURE: APPLIANCES TOTAL # BTU'S SPECIAL COMMENTS Dryer BTU ea Fireplace BTU ea Furnace BTU ea Range BTU ea Water Heater BTU ea Grills BTU ea Pool Heater BTU ea Spa BTU ea Valuation of Work: $ ROOF Flat/Build Up Shin les/Shakes Asphalt/Fiberglass Tile Slate Other 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=32193151500001310... 11/4/2005 118 53 . 119 138 54 DAym JOHmsoM,CFA, ASA 120 137_ PROPERTY 121 135_ 55 H67_ 122 135 APPRAISER 123 _ I 134 125 127 129 131132133 58124 59 SEMINOLE COUNTY F1. b s` ' w 1101 E. FIRST ST SANFORD, FL 32771-1468 y. >, � � t'ti��72 407-6615-750626 27 28' 30 3132 33 34 35 37 38 39 41 �i`v, 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-515-0000-1310 Number of Buildings: 1 Owner: WITT EDWARD E & CHERYL A Depreciated Bldg Value: $98,703 Mailing Address: PO BOX 1993 Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32772 Land Value (Market): $24,000 Property Address: 169 PINEFIELD DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 1 Just/Market Value: $122,703 Tax District: S1-SANFORD Assessed Value (SOH): $122,703 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $97,703 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,960 Deed Date Book Page Amount Vaclimp Qualified 2005 Tax Bill Amount: $1,960 SPECIAL 10/2004 05489 1219 $151,900 Improved Yes Save Our Homes (SOH) Savings: $0 WARRANTY DEED 2005 Taxable Value: $98,202 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LOT 131 CELERY LAKES PHASE 1 PB 62 LOT 0 0 1.000 24,000.00 $24,000 PGS 75 & 76 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 7 2,021 2,470 2,021 CB/STUCCO $98,703 $99,700 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 389 Appendage / Sgft OPEN PORCH FINISHED / 60 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 our next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=32193151500001310... 11/4/2005 PLAT OF BOUNDARY SURVEY for MARONDA HOMES Legal Description LOT 131, 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. OFFICE TRACT 'B' N 89'38'17" E 50.00 13 T1, O O i 4.•, Co Nr'. i i= O O U) 40.05' cj� O O O O N 1 o N -TIc --n D z - P �o cnD m� 130 1-4 v> r'1 zO II rn GD -i N W m po n O N O O O O O O 5.3' dd so 20.00' w O � O1 ' 14.65' W 10'.. UT LITY ESM'T -- -------- -------- S'.. 8 9'3.8. 17 W,'5 0.0 0: 132 N O O --- — — -- — Pit E-FFE-Lf)--D-R---------- -- SCALE: 1"=20' 70 0 W C Z W J ccU Cn ::lLx SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TBLE AS SECTION 3A iOST STRUCTURE OR =OURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TiYPICAL SLOPED -SOLID ROOF-EN£LOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 I 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) 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 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" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 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 - 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-7 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2) #10 x 1-1/2" S.M.S. / 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 \TTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" ,.M.S. IDE WALL GIRT ATTACHED TO 1.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" = l'-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 PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 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 ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. �RODF PANEL-TO-FASCIA'DETAIL SCALE: 3" = 1'-0" #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 ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" 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 130 140 150 #8 1 #10 #12 #12 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 PAGE © COPYRIGHT 2004 7-4 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS UNIFORM LOAD l a �- A B SINGLE SPAN CANTILEVER. Z l A B C 2 SPAN SECTION 313 UNIFORM LOAD Z A B 1 OR SINGLE SPAN UNIFORM LOAD f I I I I I i I 1 1 7 Z Z l A B C D UNIFORM LOAD 7 CIO AAI A B C D E 4 SPAN 1) G = 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. 36'27 f SECTION 3A I SCREEN, -ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upri,ght_Heigbts,C'haii=Raii'Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 c... ..nA _,".-A _­+ .+iin MPH vnlnrifv• iminn rincinn Inarl of 11 #/SF Sections 3'-0" 1 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0"1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'I bending'b' or deflection'd' 7'4" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 1 8'-9" b 8'-2" b 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 7'-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 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 1 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" bj 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 1 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 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 1 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 1 16'-3" b 1 15'-3" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 1 11'-1" b r,...7 olnrlr ncml.] wJ Sections 3'-0" 1 3'-6" 1 Tributary Load Width 'W'= Purlin Spacing 4'-0" 1 4'-6" 1d5 ,1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 7'-0" T-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6-5" b 6'-1" bi 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 2"-z 0 045"a Hollow 10'-5" b 9'-7" b 8'-11" b - 8'-6" b C8: -0' b y T-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'-8" b 10'-1" b 09'-7" b 9'-2" b 8'-9" bi 8'-5" b 8'-1" b T-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. 17'-6" b 16'-3" b 15-2" b 14'13" b 13'-7" b 12'-11" b 12'-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" b 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 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 10'-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 1 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" bi 13'-2" b 12'-6" b 11'-11" bi 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 I p q © COPYRIGHT 2004 3A-24 -24 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 Table 3A.1.1-120 Allowable Edge -Beam Spans::s;Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 1:20--MP-H=velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) w 11 cnc' T c 2-'* i-2 '::x 0.044' 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' I (bending 'b' or deflection 'd') 1 81 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. p p Cantilever �5 X5-'::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 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 1 4'-7" b i 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 81 2 Span 3 Span 4 Span Max. p p p Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 812 Span 3 S an 4 Span Max. p Cantilever 5 5'-8" d 7'-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 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L'/ (bending 'b' or deflection "d') 1 & 2 an an Span 3 S 4 S Max. p p p Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 812 Span 3 Span 4 Span Max. Cantilever 5 T-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 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 T-11" b 1'-5" d 11 5'-5" d 6'-1" b 5-11" b 1'-1" d 11 6'-11" b T-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 T-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) 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 q 1 Wind SOLID ROOF PANEL PRODUCTS Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever SECTION 7 Table 7.3.6 Allowable Spans forN0.024""PRO=FAB Composite Panels 182 span 3 span w/ EZ -LOCK for Various Loads 3 span 4 span All Roofs 100 MPH 23'-5" Metals USA Building Products L.P. 22'-3" 24'-11" 24'-1°' 17'-5" Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3-x_48_"x-.0:024_"-Roof Panel w/ EZ -LOCK 25'-3" 20°-6" 22'-11" 22'-2" 15'-1" 18'-0" 1T-5" Open Structures tSc`ceen-Roomer Glass 8 Modular Rooms Overhang I Wind Mono -Sloped Roof &Attached Covers 20'-7" Enclosed 15'4" Cantilever Region 182 3 4 182 3 4 182 3 4 All 14'-11" 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'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'79" 15'-4" 14'-10" 4'-0" t r1;20 -MPH. 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" 1T-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 1-13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 4" x 48" x 0.024" Roof Panel wl 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 =mETOLS YSIITM Lawrence E. Bennett; P.E. FL # 16644 1301ding Products L.P. CIVIL ENGINEER- DEVELOPMENT CONSULTANT 7815 American Way, Groveland, FL 34736 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 P.O. BOX 214368, SOUTH DAYTONA,FL32121 TELEPHONE: 755-4774 FAX: (366) 767-6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. A C 7-45 Wind Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever Region 182 span 3 span 4 span 182 span 3 span 4 span 182 span 3 span 4 span 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" 1T-5" 4'-0" 920 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123 MRN 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 21'-3" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" iT-5" 19'-6" 1$'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" Wind Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever Region 182 span 3 span 4 span 182 span 3 span 4 span 182 span 3 span 4 span 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" 1T-5" 4'-0" 920 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123 MRN 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 21'-3" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" iT-5" 19'-6" 1$'-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 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 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" 2T-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" 27'-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'-6" 26'-0" 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" 1T-1" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 7777-1 1fi'-4" 14'-10" 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 NON- 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 &r; 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" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE ALL SLABS) - -fi TYPE i �n FLAT SLOPE / NO FOOTING 0-2" / 12" (1) #5 BAR CONT TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" i TYPE III STEEP SLOPE FOOTING > V-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 ® 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" = V-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 p © COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FROM FAX NO. :4073226482 Nov. 05 2005 02:26PM P2 NOMEO ifN$RS ASSOCIATION, INC. ARCHITECTURAL REVIEW BOARD DATE: ) p5 LOT # R PHASE # _ PROPERTY OWNER: { PROPERTY ADDRESS: �i ,v ~• '�.r� p ����_J. MAILING ADDRESS (if different) : TELEPHONE 6j`Y FAX Architectural review application for: ` Swimming poo], Exterior paint calors Landscaping Fencing _ Other: _ .. C/W,iV ,N -----------------------------.------------------------_-----__--_- ATTACHMENTS FROM PROPERTY OWNER: written request describing addition, change or installation property survey showing where addition or installation is to be located t�_specifications (copies of plans indicating dimensions, mat.erial..8 made of, color, etc.) other 0-e-, paint chip color. samples, pictures..,_, brochure) NOTE: Pleasa . be advised that world canjxat be started until the ARB ra—sprovided a written approval. of .terse application. aa�a===—_=�t�==sig=ate===saw==�s==�ras�iscm=�=—xsit=—�•»••_ _ FOR USE BY THE ARCHITECTURAL REVIEW BOARD request- reeld__ __ forwarded to ARB to owner The ARH's decision on the plans submitted is as follows: APPROVED with the following comments: 1). must conform to all local zoning and building regulations. And you must obtain any permits that are required. 2) DLWXED INFORMATION REC>£MD IS INCOMPLETE—required information is: Arc ctural view- Hoar ad to 1�II��911111oil 1111111111111111111111111111111lit 11111111111111111 pmga %%dem 1= 14ARYANNE MORSE, CLERK OF CIRCUIT COURT 2938 Stonewall PL SEMINOLE COUNTY Sanford, FL 32773 BK 05977 PG 1748 407-324-9960 CLERK'S ## 2005189948; Permit No, RECORDED 11/0E/E005 01:39;35 FM RECORDING FEES 10.00 NOTICE OF COMMENCEMMFVED BY D Thomas STATE OF: COUNTYOF: o 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. 0 3. Description of property: (legal description of rop, and strreee�t~addreesss if available/69 4j General description of improvement: Owner information: a. Name and Address: 7 GLN.,Itlw IWARIANN'E 'M( -j' b. Interest in property: C CLERK OF CIRCUIT ;pURT UMINOLE COUNTY C. Name and address of fee simple titleholder (if other than owner): . IDA Bi 4. Contractor: (name and address) UTY �LER1( - 2438 5toaewall PL NOV 5. Surety- —� ganfoAM32773 a. Name and address. 407-324-M���� b. Amount of bond $ f fc t��-r�•£�- f 6. Lender: (Name and Address) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents -J�- e/%— may be served as provided by section 713-3 (1) (a) 7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the. Lienor's 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 recording unless a different date is specified) Sworn and subscribed before me this day o, 20 (Signature of Owner) �v � .W, ;,f (Signature 6f Notary Public) (Owner's Name) _ 2k wLORIDJUCKER wrier's Address) 3Z'77/ (Notary's Name & Seal) - ' t- :.: .: MY COMMISSION # DD 406941 o EXPIRES: April 2, 2009 Bonded Thm Notary Public Unda.r.te.