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HomeMy WebLinkAbout177 Bristol Forest Trl (2)\� Permit # : C1�✓ r�� Job Address: RECEIVED: CITY OF SANFORD PERMIT APPLICATION JUN 1 6'' s 200 ' ' Date: Description of Work: 5LA(?Q ScagEW P—f1/l 'Historic District: Zoning: Value of Work: S Permit Type: Building 1 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 Commercial Industria] Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fat'5�7�(d= Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Y(: ,, -2.tt-I :U. Proof of Ownership & Legal Description) _ Phone: etc_ e nt.,... umber --- — -- _...: Contact Person: _ M«<f=- Phon -3 z-1 -n-, Z-1 'z Z_ 7-i'z I VQ —ho -7 -,L4 --7-7 `7 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 ded at a separate permit must be. secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and unrstan th AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done incompliancewith all applicable laws regulating TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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. Acceptanc"ofOwner/A fy the owner of the property of the requirements o Lien Law, FS 713. Date Sigi �tur fContractor/Agent Date GC�- � .ts�S %���%DS HQ:u�IAtzD � `1-i•1.!�� Pnnt - r/App[ lame Print Con for/A s Name Signature of Notary Signature ooary-Stat �� 'Commission # fNt DD 04 i . Cammissio93PDD 047347 ?m Eapim Sep. 16, 20M c� Ezpites Sep. 16, 2005 .'i ..'mac Bortded Thrn 1dL'!i Tllfll 0, SOF F��aa Owner/Agent is r�Eta$ jatcr� rnm� A13 Com, Contractor/Agent is Personally Known to Me or —Produced [D e _ Produced ID APPLICATION APPROVED BY: Bldgs to C) Zoning: (Initial & Date) Special Conditions: (initial & Date) Utilities: (Initial & Date) I FD: (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 htti)://www.scpafl.org/pls/web/re web.semmole county title?parcel=22193050200000540... 7/7/2005 DAYID JOHnsom. CFA.. ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST STtl SANFORD, FL 3 2771 -1 46$ `!F 407-665-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD- Number of Buildings: 1 Parcel Id: 0000-0540 Tax District: WATERFRONT Depreciated Bldg Value: $107,852 REDVDST Depreciated EXFT Value: $0 HUGHES Owner: REBECCA R Exemptions: 00 -HOMESTEAD Land Value (Market): $29,500 Address: 177 BRISTOL FOREST TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 ,arket Value: $137,352 Property Address: 177 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $137,352 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $112,352 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $533 2004 Tax Bill Amount: $533 Deed Date Book Page Amount Vaclimp Save Our Homes (SOH) Savings: $0 WARRANTY DEED 01/2004 05181 0898 $150,200 Improved 2004 Taxable Value: $26,000 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 54 PRESERVE AT LAKE MONROE PB 62 PGS 12-15 LOT 0 0 1.000 29,500.00 $29,500 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 6 1,684 2,120 1,684 CB/STUCCO $107,852 $108,394 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 36 Appendage I Sqft GARAGE FINISHED 1400 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. htti)://www.scpafl.org/pls/web/re web.semmole county title?parcel=22193050200000540... 7/7/2005 I 111897 LMTED POWER OF ATTORNEY I hereby name and appoint of Date: �p--A-0S to be my lawful attorney in fact to act for me and apply to C..1`Y't1 O 57 "FOy.a for a JG'�L��1.1 1Zpp/V� permit for work to be performed at a location described as: Section Township . Range Lot 5 Block Subdivision?M5Q2gE @ LAl-e i-AvoNajoe (Address of Job) (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. (Type or Print name of Certified Contractor and License #) of Certified Contractor) Acknowledged: Sworn to and subscribed before me this Day of �ul Nom. A.D. 7�©� ���,►►►�. Frank Mez Notary Public, State of Florida �.�`;� pun o G ; Commission # DD 047347 Expires Sep. 16, 2005 (Seal) Bonded n= Aflwhc Boding Co., SIC My Commission Expires: M �v B January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL -32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Howard Dehner Pools & Screens 558 US Hwy 17-92 DeBary, FL 32713 Should you have any questions please contact me at your convenience. Sincerely, Lawrence E,! /8ennett, IP . E . #16644 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 54, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA *. 5 SZ�47 � �RMIT # • CERTIFIED TO AND FOR THE EXCLUSIVE USEANS REVIEWED COMMERCE TITLE CO PA COMMERCE TITLE Ty b F SAN FO R D CTX MORTGAGE COM OM '[itiT/ I" = 30' I GRAPHIC SCALE 0 15 30 OFFICE I z O O 0 c W Eii CD w N LOT 53 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). G'6 RP O 'I 1 I V'� V SET WITNESS CORNER LB #6393 (9/11/03) 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 12-12-03, 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 LOCATED EXCEPT AS SHOWN. 5. 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 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 54 BEING S 78'51'13' W PER PLAT. (FIELD DATE:) 9-11-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB N0. ASM39668 DRAWN BY: _ 12-12-03 CKB (BOARD 9-18-03 CHB PLAN 08/08/03 SDO FIT 01-09-03 CKB L=14 21 41 L=43.86' R=175.00' CB=S18'19'38"E C=43.75' LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION 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 POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L3g6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 R\ �O L �J PC QFND NAIL AND DISC LB #68 (12/12/03) FND 1/2- IRON ROD AND CAP LB 076393 (12/12/03) CNA SET WITNESS CORNER 6 l3 135-�5 EASEMENT --N _-.,, - LB 076393 (9/11/03)T RADIAL 1'� •M, „ 5 DR AINAG--__ E AND UT1lWY :::•O� CTP PD� I I 15.8 94 _ 120.00 _-�-- --- i.,� - PI56O •U, o. `. PT 'I 55.1' TYP ` EN COVEBRED 123 } AIR CONDITIONER o I iN CONCRETE BLOCK WALL RP ONE STORY 'o. CHU to IN ID IDENTIFICATION CONCRETE BLOCK .,.. RESIDENCE 6} '> o I : I� POINT OF COMPOUND CURVE no FINISH FLOOR ELEVATION=15.03 1 0 r O. o. ' r I O z O I I .,a. G D 1 m O 1 Z m D � m I I m 1 I m ' m Z Io I IN V� LOT 55 I 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). G'6 RP O 'I 1 I V'� V SET WITNESS CORNER LB #6393 (9/11/03) 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 12-12-03, 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 LOCATED EXCEPT AS SHOWN. 5. 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 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 54 BEING S 78'51'13' W PER PLAT. (FIELD DATE:) 9-11-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB N0. ASM39668 DRAWN BY: _ 12-12-03 CKB (BOARD 9-18-03 CHB PLAN 08/08/03 SDO FIT 01-09-03 CKB L=14 21 41 L=43.86' R=175.00' CB=S18'19'38"E C=43.75' LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION 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 POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L3g6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 R\ �O L �J PC QFND NAIL AND DISC LB #68 (12/12/03) I HEREBY CERTIFY, THAT THIS BOUNDARY 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. 'Z-17-03 AM R. NUSCATELLO JR. PSM/ FOR THE FND 1/2- IRON ROD AND CAP LB 076393 (12/12/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.O. 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 CHU OVERHEAD UTILITY LINE ID IDENTIFICATION ROL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY 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. 'Z-17-03 AM R. NUSCATELLO JR. PSM/ FOR THE FZ .... ..... . .... -7 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 & 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" = V-0" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) Q �_ // /, 8" TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - 1'-10" 4" MIN. (2) #5 BAR CONT. TYPE ill 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 @ 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 @ COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. L- - --- --. — -- _.— .---i 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 C ,.. 1 -A .. .,.4 ., * �* 14n upw valnr•ity• iminn rlasinn load of 11 XSF Sections 3'-0" 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'/ bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'A" 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 T-11" b T-7" b T-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'A" b T-11" b T-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'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b T-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 T-11" b T-7" b 7'-4" b T-1" b 2" x 3" x 0.045" Snap 14'14" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b10'-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 111'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 'Izu mi -m velocity; using aesrgn Ivan {7I IJ +H-ZPF- Sections 3'-0" 1 3'-6" 1 Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6"1 Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 1 7'-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" 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 T-8" b 7'-4" b T-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 9'-7" b 9'-2" b 8'-9' b 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 1 11'-7" b 11'-0" b 10'-7" b 1 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" bi 13'-7' b 12'-11" b 12'-5" bi 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 15'14" b 1 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" 2" x 3" x 0.045" 2" x 4" x 0.045" Snap Snap Snap 10'-4" b 13'-3" b 16'-2" b 1 9'-7" b 12'-3" b 14'-11" b 1 8'-11" b 11'-5" b 14'-0" b 8'-5" b 10'-9" b 13'-2" b T-11" b 10'-3" b 12'-0" b T-7' b 9'-9' b 11'-11" b 7'-4" b 9'-4" b 11'-5" b T-0" b 8'-11" b 10'-11" b 6'-9" b 8'-8" b 10'-7" b 6'-6" b 8'-4" 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) 7676556 PAGE © COPYRIGHT 2004 3A-24 I 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 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" = 1'-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" 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 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 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. #1 Densitv 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 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'-9" 15'4" 14'-10" 4'-0" 120 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" 17'4" 16-3" 11'-1" 12'-11" 12'-6" 4'4" 140 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 1 12'4" 13'4- 13'-3" 12'4" 13'-9" 13'-3" 9'-6" 10' 8" 10'-4" 3'-11" 3" x 4R" x 0-030" Panels Fnnm Cnra F S #1 nansity Wind Region Open Structures Mono -Sloped Roof 7&2 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 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'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4'4" 123 MPH 22'-11" 264" 24'-9" 19'-10" 1 22'-2" 21'-5" 14'4" 16'-0" 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" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4-4- '-0" 150 MPH I 14'-5" 16'-2" 15'-7" 14'-5" 16-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" 4" x 48" x 0.024" Panels Foam Core E.P.S. #1 Densitv Wind Region Open Structures Mono -Sloped Roof 182 3 4 span I 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" 4'4" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 13'4" 164" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 1 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'4" 4'-0" 140 MPH 13'-6" 1 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" 1 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. 91 Densitv Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms & 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 26-11" 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" 25-6" 18'-7" 20'-9" 20'4" 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'-0" 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'-0" 140 MPH 15'-7" 17'-5" 16'-10" 15'-7" 17'-5" 16-10" 13'-8" 15-3" 14'4" 4'-0" 150 MPH 1 15'-7" 17'-5" 16'-10" 167" 17'-5" 16-10" 12'-8" 14'-2" 13'4" 4'-0" Note: Total roof panel width = room width + wall width + overhang ■® re Lawrence E. Bennett, P.E. FL # 16644 a ""�"�" 1 CIVIL ENGINEER- DEVELOPMENT CONSULTANT Elite Aluminum Corporation P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 Panel PmAucts 1801 N.W. 64th Street FAX: (386) 767-6556 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. SECTION 7 I SOUD 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. ROOF PANEL TO FASCIA DETAIL #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA SCALE: 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ....Z,::.... a- 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: 1100-1231 130 1 140 150 #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 © COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. THIS INSTRUI E : ADDRE " ACTORSE 11NOLE CUUNT)' 5U CRAY RUFF AVE. TiORITIN.5 NATU AL C1 t C. r. RY, FL 32T'ICE OF COMMENCEMENT State of Florida Permit No. Tax Folio No. (PID) Building & Fire Inspection! 1101 East 1 st Stree! Sanford, FL 32771 County of Seminole 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. i DESCRIPTION OF PROPERTY (Legal description of the property and street address) CERTIFIED COP - - GENERAL IDES OWNER INFORMAAON Name and address OF IMPROVEMENT 'I-d7-i5rti�t Interest in property (Fee Simple, Partnership, etc.) MAPYANPIL ►v►utxx CLE K,Cf IRCV�T COURT .2001 NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR t , C, 1 r rz Name and address 558 U.S. Hwy 17-92 k. DeBary, Florida 32713 SURETY (Bonding Company) Name and address Amount of Bond I LENDER Name and address Persons within the State of Florida 713.13(1)(a)7., Florida Statutes: Name and address p►€Rf IWt MEW EF CIRUJIT IMURT IEIi KLE MOP -! CLyy��E[��RW�I /S�^p # _*0051 14648 REWRD! D tt71111 to -.19:46 PA REG[lRbYtdR MS 10.00 RMWD BY t holdetr by Owner upon whom notice or other documents may be served as provided by Section *TTTT******.f.***********************p.***********I'**�'*iF�•F•��..f]F�.�••fF•F TTTTTT TTTTT•.••r-rr-•-'--•-r-rT-•--•--•-�--'--• Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name and address: In addition to himself, Owner Designates of Provided in Section 713.13(1)(b), Florida Statutes. To receive a copy of the Lienor's Notice as Expiration Date of Notice of Commencement (Zine expiration date is 1 year from date of recording unless a different date specified.) Signature of Owner�;� Sworn to and subscribed before me this�r Day of (t� tiQ �iPvo,, � Fnex My Commission Expires: a > �m o ".�yG % Commission # DD 047341 3 : Expires Sep. 16,2W5 —�a � Bon" Tlim Notary Public °'T �,,,,°��;;�•� Ani, r�r 9 cam, Im lh 16 1`� foregoing instrument was acknowledged before me this L day of 7Kiy t-- 5—ML—C--A 61 1-jEE � (Name of person acknowledged), who is personally known to me or who has produced _ t G (Type of identification), as identification and who, did/did not take and oath.