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452 Marathon Ln - BR08-000736 (SCREENROOM WITH CONCRETE SLAB) DOCUMENTSCITY OF SANFORD PERMIT APOLICATION. RECO JAL_ q nnQQ Application # : +r Submittal Date QC :+ 2 UU Job Addre,;i c - _m!A i0.}'!` L[in !Q Value.of Work: $. 0 6C% • VV i Parcel ID: 019 —t9 a) 5'61yt-Ino _ 40 V Zoning: Historic District: 1 Description of Work:1X1 { ( itLGr.. w CGv Cre, c _,S a Square Footage: Permit Type:• Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign 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 Commercial Occupancy Type: Residential Commercial _Industrial Occupancy Use Group(s): Construction Type:. J ti of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) . Property Owner: G O/' / •l Contractor: Address: U $' -4 ryiekeo-Agp. LAb e Address:"d 143 toX `11 J Phone: {' fn 0% Z4-E-mail: Phonet., O S i State License Number: CGCR Bonding Company:, Mortgage Lender: i i Address: Address: Arch t t/ Engineer'' %r V1A ... Phone: Address: Fax: Plan Review Contact Person: Phone: Fax: E-mail' i 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR i NOTICE OF COMMENCEMENT. - j 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 ermit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, FS 713 a 08 re of w gent D Sig ture of Contractor/Agent Date Prin caner/Agent' s Name Print Contractor/Agent's Name S'uref Notary - State of Flo da - Sig ature of Notar. State JACK A. WZJF . JACK A fAAZUR o, Y ^v •, ill ^4 MY COMMISSION # DD 575238 rl _ _ >A MY COMMISSION # DD 57523£i PIRES Se tember 17 2010 Owner/Agent is Produced ID EXPIRES: September 17, 2010 Eonded Thru Notary Puhllc Unden dte` to Me or FD: EX P enncx! 7nru Natary PUWIC UndoM'Hiers Oslii6 rLl Contractor/ Agent i — Personally Known to Me or Produced ID ENG: BLDG: r-__.. - . Permit Number Parcel Identiaication Number,'' 19 31 SO 1 Op U o i o7 0 Prepared by: Dd/ ekq P Mid State Construction Return to: R.O. Box 1214 Winter Park Fla. 32790 NOTICE OF COMMENCEMENT State of Florida County of Orange The undersigned hereby gives notice that improvement(s) 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. tM E MORSE, CLERK OF CIRCUIT CUUNT SEMI OLE COUNTY 917 Pg OQ001 Upgi Gla RK% S # ;008010126 RDED 01/28!^208 p3s35:44 PM RDINB FEES 10.'OO R RDED BY T 5aith' m Gavin CUNT MARYANNE MORSE: CLERKRCUIOFC.T COURT SEIDJM: ! COUteT . FLO? 1. Descripttion Lof property (legal ' description of the property, and street address if available) ee 07 eG(e,q ,<< IPa Its 21. General description of improvements) Scie e•• P t'v 3. Owner information 1Name & Address LLLz, (>-ti1.. , `(S 'Nlaya' r— Telephone & Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name & Address Telephone & Fax Number 5. Contractor. Mid zr,Zate Construction Name & Address P.O. BOX 1214 V Telephone & Fax Number Winter Park, Fla. 3279 6. Surety (if any) Name & Address Telephone& Fax Number Amount of bond $ 7. Lender (if any) Name & Address Telephone & 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. l Name & Address Telephone & Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in I 713.13(1)(b), Florida Statutes. Name & Address Telephone & Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified)' I WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, I PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE' FOR l IMPROVEMENTS TO YOUR PROPERTY. A.NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO NOTICE OF COMMENCEMENT: Owner oy ner's Authodzed Officer/Director/Partner/Manager Print Name Sworn to (or affirmed) and subscribed before me this day of _ j 20 6 by .. be 1'Z.. as Gy.,v v (type of authority, e.g. officer, trustee, attorney in fact) fo (name of party on behalf of whom instrument was executed, personally known to me OR produced as identification. NreofotaSEALrPrDAt*t,GNE [,CIARK My COMP4MION # DD486837 Name(print) pti+ ELX VIERFS: Nov. IB,ZCKr9 i pp77 :: 4/1 3J Cic5i 3 FkWvi. Verification pursuant to Section 62.525, Florida. Statutes. Under penalties of perjuryeede re that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and beli I r Natu al n Signing (in line # 11) Above i I 23- 20 (7/07) e" , Seminole County Property Appraiser Get Infprmation by Parcel Number Page 1 of 1 c'Xff3.lUfia4L'vliA]'y :3^tsc. ASA.f ti ggyy ry/p1 Y, 3 T Ao & 3 APPRAISER. t ZS,} iG t N] iv3 tom :1N, 2008 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 29-19-31-501-0000-1070 Depreciated Bldg Value: $185,959 Owner: ORTIZ VICTOR A JR Depreciated EXFT Value: $0 Mailing Address: 452 MARATHON LN Land Value (Market): $43,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 452 MARATHON LN SANFORD 32771 228,959 Subdivision Name: CELERY KEY Assessed Value (SOH): $227,600 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00-HOMESTEAD (2006) Taxable Value: $202,600 Dor: 01-SINGLE FAMILY 2007 VALUE SUMMARY Tax Amount(without SOH): $3,995 SALES 3, 676 Deed Date Book Page Amount Vacllmp Qualified WARRANTY DEED 09/2005 $252,200 Improved Yes 319 2007 Taxable Value: $197,049 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth Pick...::: PLATS: , Method Units Price Value LOT 0 0 1.000 43,000.00 $43,000 LOT 107 CELERY KEY PB 64 PGS 85 - 96 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2005 10 1,361 2,906 2,321 CB/STUCCO $185,959 $188,791 FAMILY FINISH Appendage I Sqft GARAGE FINISHED / 424 Appendage 1 Sgft OPEN PORCH FINISHED / 33 Appendage I Sgft OPEN PORCH FINISHED / 128 Appendage I Sgft UPPER STORY FINISHED / 960 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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/web/re_web.seminole_county title?parcel=29193150100001070&cr... 1/23/2008 Permit #: Project Name: 08-736 1 Screen Room with composite roof panel Address: 452 Marathon Lane Plans Reviewed By: Richard Denman 02/20/2008 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. '- I . Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PERMIT # DATE: CITY OF SAN F 0 R PLAT OF' SURVEY DESCRIPTION: (AS FURNISHED) LOT 107, KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85 96, OFETHEYPUBLIC RECORDS OF SEMINOLE COLIN FOR THE BENEFIT AND EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORKVICTORA. ORTIZ LUZ E. ORTIZ DHI MORTGAGE COMPANY, LTD. 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). FLORIDA. KEY HAVEN DRIVEPLAN'S REVlE\&""G 1 " = 30 50' RIGHT OF WAYGRAPH' 6 SCALE a= 31 '43' 5CITY y ;, R 100.00 OF ,;;' L=55.38' CB541 847'PER # Ee`7J- DATE: I LOT 113 LOT 108I A I 9 I 115.00' S89'56'00"E 5' DRAINAGE & UTILITY EASEMENT u i -- 8.01' 45.0, 27.4' — W COVERED I TWO STORY 2.1 ENTRY w 25.5, — LOT 114 r O PATIO CONCRETE BLOCK 1? .:•' g AND WOODFRAME n O I o RESIDENCE 2.5' FINISHED FLOOR ELEVATION = 15.85 µ(.11Q ° ' LOT 107 o' • c.i.' l• . I •.IZvi 42,7' 45.0' UP 1I PLASTIC FENCE IS o ----------- ' o --------I DRAINAGE EASEMENTFENCEl2.0' ON X 5 DRAINAGE &UTILITY EAkEMENT X X N90'00'00"w I FENCE IS h6 NON -RADIAL y 2 7' ON 129.95' NOT PLATTED PER THIS PLAT OTE: ALL DIRECTIONS AND DISTANCES HAVE BEEN IELD VERIFIED AND ANY INCONSISTENCIES HAVE SEEN NOTED ON THE SURVEY, IF ANY. t. PROPERTY CORNERS SHOWN HEREON WERE ET/FOUND ON 09/09/05 UNLESS OTHERWISE HOWN. S. THE SURVEYOR HAS NOT ABSTRACTED THE AND SHOWN HEREON FOR EASEMENTS, RIGHT OF VAY, RESTRICTIONS OF RECORD WHICH MAY kFFECT THE TITLE OR USE OF THE LAND. L NO UNDERGROUND IMPROVEMENTS HAVE BEEN 00ATED 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 0065 E, DATED 4/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY LAKINli9 SHUWN HEREON ARE BASED N THE SOUTH LINE OF LOT 107 EING N90'00'00"W PER PLAT. FIELD DATE:) 05/27/05 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM47687 DRAWN BY: FINAL 09/09/05 CAC FORMBOARD 06/20/05 JI PLOT PLAN 3/18/05 KLE i I pIt I4m30 o t In CN a N r (n S89_'5_6' L2: 0 aro LOT 106 I CENTERLINE OF RIGHT- OF-WAY I I I0 IN 13 00 c0Iy D" E Or PT P A 600r 1 m n jpJ` O Wo°° o, oo. m' o. tp o. WALK IS 0. 9' OFF C LEGEND CENTERLINE RIGHT OF WAY LINE J_ 3114 EXISTING ELEVATION r 2 CONCRETE LB UCENSED BUSINESS LS LICENSED SURVEYOR PSM PROFESSIONAL SURVEYOR AND MAPPER PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT SP) PER PLAT lM) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS PPNE PRIVATE PERPETUAL NON-EXCLUSIVE FPL FLORIDA POWER AND LIGHT AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER U3#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 ( 407) 426-7979 QFND NAIL AND DISC LB #5736 (09/09/05) OFND 1/2" IRON ROD AND CAP LB #5393 (09/09/05) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE UP UTILITY PAD I HLKLLJY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECH141CAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. i FOR THE FIRM AMES JAY JILES PSM d#4997 DATE re SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME II PANS OR PANELS H ALUMINUM ROOF SYSTEM PER SECTION 7 il I; III ii CARRIER BEW POST 00 Ili j I lu l I I TYPICAL 'SLOPED SOLID ROOF ENCLOSURE E: nN T.S. ALUMINUM SYST - SCAL-.. M PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM SEE TABLES 3A.1.4) ji h H I I E I' I' L' III ' I f p TYPIGALGAB:LE SOLID;R000F E.N L SU:RIE SCALE: N.T.S.. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6555 Email: lebpe@bellsouth.net COPYRIGHT 2006 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1` L.,: A,v l9- 1997, 4:11AM 4077406690 No,6424 P- 9 I A'e;'r' 19. 1997, 4:110 4011406690 No-8424 P- 8 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11.0 #/SF Self Mating Sections Tributary Load Wldth W`= Purlin Spacing 6'•0" 7'-0" e'-0" 9'-0" 10'-0"A"- 9bAllowable Span V1 bending'b' or deflection `d' 0" b 10'-11" b 10'-3" b 9'"B" b 9'-2" b 8'-9" b2" x 5" x 0.050" x 0.100' 14'-6" b 13'3" b 12'-7" b 11'-10" b 1 T-3" b 10'-9" bRep" A 16'-3" b 15'-0" b 14'-1" b 13'-3" b 12'-7" b 11'-11" b b 2" x 7" x .055" x 0.120" 2" x B" x 0.072" x 0.2241". 19'-3" b 28'-8" b 17'-7" b 26'-2" b 16'-3" b 24'-3" b 15'-3" b 22'-8" b 14'-4" b 21'-5" b 13'-8" b 20'3" b 12'-11" b 19'-4" 12'-5" b 2" x 9" x 0.072" x 0.224." 2" x 9" x 0.082" x 0.310" 30'-1" b 33'-9" d 27'-F' : b 31'-9" d 25'-5" b 29' 9" b 23'-g" b 27' 10" b 22'-5" b 26' 2" b 21'-3" to 2a'-10" b 20'3" b z3'-8" b 19'-5" 22'-B" b to 2" x 10" x 0.692" x 0.369" 40'-7" d 3B'-3" d 38'-l" b 1 33'-9" b 1 31'-10' b 30'-2" b 28'-10" b 27'-7" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load 2. Spans may be interpolated. Table 3A.1.4-120 Allowable Spans for Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #ISF Self.Mating Sections Tributary Load Width 'W' = Purlin Spacing 5'-0" 6'-0" 7'-0" 8%0" 9'.0" 1 10'-0" 1 11'.0" 1 12--0" Allowabla Span 'L' / bendin 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 1 V-11" b 10--11" b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 2"x 5" x 0.050" x 0.160" 14'4" b 13'-4" b 12'-4" _ b 11'-7" b 10'-11" b 10'-d" b 9'-10" b 9'-5" b 2" x 6" x O.D50" x 0.120" 16'-4" b 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 2" x 7" x 0.655" x 0.120" 17-9" b 16'-2" b 14'-11" b 14'-0" b 13'-3" b 12'3" b 11'-11" b 1 1'-S" b 2" x B" x 0.072" x 0.224" 26'-5" b 24'-1" b 27-4' b 20'-10" b 19'-8" b I6'-8" b 17'-9" b 17'-0" b 2" x 9" x 0.072" x 0.224" 27'-e" b 25'-3" b 23'-5" b 121'-11" b 20'-8^ b 19 -7" b 18'3" b 17'-10" b 2" x 9" x 0.082" X 0.310" 31'-11" d 29'-6" b 2T-V b 25'-7" b 24'-1" b 22'-10" b z1'-10" b 20'-10' b 2" x 10" x 0.092" x 0.369" 38'-5- d 35'-10" b 33-,2" b I 31--1" b 29'-3" b Z7'-9" b 26'-6" b 25'-4" b Notes: 1'..i: Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. Lawrence E. Bennett, P.F. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P O. Box 214360. South Daylong. PI32121 Telephone 0: (386) 757-4774 Fax N: (336) 757.6556 Email, Iebpe@08U8oulh.nel E@_INO T RIGNTZ006TOBEREPRDUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P:& 3A'23 Ap,-19- 1991' 4 1ORM i - - 4071406690 No-6424 P. 3 SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans luminum Alloy 6063 T-6 or 3 second wind oust at 110 MPH velocity: usino desion load of 13.0 O'JSF SECTION 3A e Idth 'W' = Purlin S scin 0.. C-6.. 5 0.. Y-6- I 6'-C" 6'"li" T-0' 7%6" able Height 'H' / banding V or deflection 'd' 2" x 2" x 0.044" Hollow 6'-5" b 5-11" b 5'-7" b 5'-3" b 4'-11" b 4'-9" b 4'-b" b 4'-4" b 4' 2" b d'-1" b 2" x 2"x 0.055" Hollow T"4" b 6'4' b 64" b 5'-11" b V-8" b V-5" b 5'-2- b 4'-t t" b 4'-10" b 4'-B" b 3" x 2" x 0.045" Hollow 7'-9" b T"2" b 6-8" b 6'-4" b 5'-11' b 5'-9" b 5'-6" b 5'3" p' 5`-1" b 4'-11" b 3" x 2-"'x 0.070" Hollow 11'-9" b 10'-10" b 10'-2" b 9'-7" b 9'.1" b B'.-8" b 8'-3" b 7'-11" .b T-B" b 7'-5" b 2" x 3" ><0.045" Hollow 8' 4"' b 7'-8" b T-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-B" b 5'.5' b 5'-3" b 2" x 4" x 0.050" Hollow. 10'-5" b 9'-7" b 8'"11" b 8'-6" b 8'-1" b 7'-8" b 7'4" b 7'=1" b 6'-10" b 6'-7" b 2" x 5" x O.D62" Hollow 14'4" b 13'-6" b 12'-8" b IV-11" b 11'" b 10'-9" b 10'-4" b 9'-11" b 9'-7" b 9'-3" b 2" x 4" x C.D46" S.M-13. 13'-8" b 1 Z.S'" b 1 VAT b 11'-2" b 10'-7" b 10'-l" b 9'-8" b 9'-3" b 8'-11" b 8'-8" b 2" x 5" x 0.050" S.M.B. 17'-t" b 16'-0" b 14'-11" b 14'-2" b 13'-5" b 12' 9" b 12'3'' b 11'41" b 1 V-4". b 10',11" b 2" x 6" x 0.050'' S.M.B. 19'" b 17' 11" b 16' 9" b 15' 10" b 15'-0" b 14' 4" b 13' 8" b 13'-2" b 12'-8" b 12'-3" b 2" x 2" x O.D44" T,7" b T 1" b 6'"7" b 6'-3" b 5'-11" b S'-7" b 5'-5" b' 5'-2"' b 4'_11" b 4'-10" bSnap 2" x 3" x 0.045" Snap 9'-3" b 8'-7" b 7'-11" b 7'-7" b 7'-2" b 6'-10" b46,6"b6'-3" b 6'-1" b 5'-10" b 2" x 4" x 0A45" Snap 10',10" b 10'-1" b 9'-5" b 8'-10" b 8'-5'' b 8'40 bT•5" b T-1" b 6'-10" b x 3" x 6.045" Fluted 7' 4"b 6'-10" b 6'-4" b 6'-0" b 5'"8" b 5'-5`' b4'-11" b 4'-10" b 4'-B" b 3" x 3"x 0,060" Square 9'4' b 8'-4" b T-10" b T-5" b 6'-11" b 6'-8" b6'r2" b 5'.11" b 5'.9" b 13',2" b 12'.3" 10' 9" b 10' 3" b 9' 9" b8'-11" b 8'4' b 8'-A" b 3" x 3" x 0.125" Square 16'-10" b 17'-6" 16'"4" b 5" b 14'-7" b 13'-11" b 12'"10" b 12',4" b 11'-11" b 20'-5" b 18'-11" b 16'-8" b 15',10" b 15' 1" b 13'-11)" b 13 4" b 12'-11" b IT- Q-;;;;na nuct at 77n mpm velncity. uxino desion load of 16.0 elSH Sections Tributary Load Width'W'= Purlin Spacing 3'-0" 3'-fi" 4'-0" 4'-6" 5'.0" 5'1 7'.0" 1 7'-6" Allowable Height 'H' / bending 'b' or deflectiom'd' 2" x 2" x 0.044" Hollow 5'-11" b 5'-6" b 5'-2" b 4'-10" b 4'-7" b 4'-5" b 4'-3" b 4'-1" b 3'-11" b 3'-9" b 2" x 2" x 0.055" Hollow 6'-10" b 6'4" b 5'-11" b 5'-7" b 5'-3" b 5'-0" b 4'-10" b 4'-8'' b 4'=6" b 4'-4" b 3" x 2" x 0.045" Hollow 77" b 6-8" b 6'-3" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 4'-7" b 3" x 2" x 0.070" Hollow 10'-11" b 10'-l" b 9'-5" b_ 8'-11" b B'-5" b V-1" b 7'-9" b 7'-5" b T-2" b 6'-11" b 2" x 3" x O.o45" Hollow 7'-9" b 7'-2" b 6'-6" b 6'-4" b 5'-11" b 51-8" b 5'-6" b S'-3" b 5'-1" b 4'-11" b' 2" x 4" x O.D50" Hollow 9'-8" b 8'-1 V b 8'.4'' b T-11" b 7" 6" b 7'-2" b 6'-10" b 6'4" b 5-4" b 6'-l" b 2" x 4" x 0.046" S.M.S. 12'-8" b 11'-9" b 11'-0" b 10'-4 b 9'-10" b 9'-5'" b 8'-11" b 8'-B" b 8'-4" b 8'-0" b 2" x 5" x 0.062" Hollow 13'-7" b 12'-7" b 11'-9" b 11'-1" b 10'-6" b' 10'-0" b 9'-7" b 9'3"' b 8'-11" b 8'-7" b 2" x 5" x 0.050" S.M.B. 16'-1" b 14--11" b 13'-11" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10' 2" b 2" x 6" x 0.050" S.141.j3. 18'-0" b 16-8" b 15'-7" b 14'-9" b 13'-11`' b 13'-4" b 12'4"" b 1Z' :I" b 11'-10" b 1l'-5" b 2" x 2" x 0.044" Snap 7'1"-b 6' 7" b 6'-2" b 5'-9" b 5'-6" b 5'-3" b 5'-0" b 4'-1O" b 4' 8" b 4' 6" b 2" x 3" x 0.045" Snap 8'-7" b 7'-11" b 7'-5" b 7'-0" b 6'-B" b 6'-4" b 6'-1" b 5'-10" b 5'-B" b 5'-5" b 2" x 4" x 0.045" Snap 10'-1" b 9'-4" b 8'-9" b 1 8'.3" b 7'-10" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-5" b 3" x 3" x 0.045" Fluted 6-10" b 6'-4" b 5'-11" 01 5'•7' b 5'-4" b 5'-l" b 4'-10" b 4'-B" b. 4'-6" b 4-4 b 3" x 3" x 0.060" Square 8'-5" b 7'-9" b 7'-3" b 5'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9"' b 5'-6!' b 5'-4" b 3" x 3" x 0.093" Square 12'-3" b 1 1' 4" b t 0' 8" b 1.p'-0" b 9' 6'' b 9'-1" b 8'3" b B'-4' b 8'-0" b 7'-9'- b 3" x 3" x 0.125" Square 17'-7" 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 4" x 4" x 0.125" Square 19'-0" b 17'-7" b 16'-6" b 15' 6" b 14'-9" b 14'-0" b 1 13'-5" b 12'-11" b 1 12'-5" b 12'-0" 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 interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIC, & STRUCTURAL ENGINEERING P.O. Box 214368. South Nylons. A 32121 Telephone C. (3W) 767-4774 F«x it: (a66) 7e7-655a Email: lebpe@bellsoulh,nel PAGE tL COPYRIGHT 2006 NOT TO 012 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNEYT. P.E. 3A-25 19 997, 4:11AM 4077406690 No-8424 P. 7 SECTION 3A PRIMARY FRAMING BEAM SEE TABLES 3A•1.1, 2) 1-112" x 1-112" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN MINI. #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES SCREEN, ACRYLIC & VINYL ROOMS J zm d w I1 EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY I INTERIOR .BEAM TABLES: 3A.1.3 BEAM TO BEAM CONNECTION DETAIL SCALE BEAM TO WALL CONNECTION, 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLE OR RECEIVIN" NGLES ATTACHED TO WOOD CHANNEL EXTRUSIONS F ME WALL W/ MIN. (2) 3/8" x INTERNAL SCREW B ES -- L G SCREWS PER SIDE OR MAY BE CONNEC WITH NCRETE W/ (2) 1/4" x 2) #10 x 1-112" NALLY I 2- 4' NCHORS OR MASONRY WA L D (1)ANCHOR PER w SID F EACH INCH OF BEAM MINIM # S.M.S. x 3/4" X CDDEP H RGER THAN 3" LONG MB R REQUIRED a a EQ AL T BEAM DEPTH 0 w I ALT R A E CONNECTION: IN INCHES a 1) 1- /4' x 1-3/4" x 1-3/4" x 1/8" I INTE N L U-CHANNEL . ATT C E TO WOOD FRAME WA L I IN. (3) 3/8" x 2" LAG I ERIO BEAM TABLE'S: SC E OR TO CONCRETE 3A.1.3 O M NRY WALL W/ (3) 1/4" 2-1/ ANCHORS OR ADD (1) ANC R PER SIDE FOR EACH IN OF BEAM DEPTH GER THAN 3" BEAM TO WALL CONNE SCALE: 3" = T. Lawrence E. Bennett, P.E. FL # CIVIL & STRUCTURAL ENGINEERING P.O. Box 2.14368, South Daytona, VI 32121 Telephone A: (366) 767.4774 Fax 0: (366) >67-6556 Email: Iabpo@WIsoulh,nel PAGE © COPYRIGHT 20,06 3A'-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E. s A I.19. 1991. 4:10AM 4077406690 No•8424 P- 6 SECTION 7 SOLID ROOF PANEL PRODUCTS 0.024" x 12" ALU t•10 I. S. W/ 1/4 x 1-1/2" CAP S.S. NE O E WASHER @ 8" O.C. VAR B HEIGHT RIDGE SEALANT EAM EXTRUSION 8x9/16"TEK S W@8" 31 CAULK ALL EXR1 SCREW ROOF PANEL ' i HEADS AND W S E S I f: i 3) 1/4" H -BOLTS (TYP.) 1/8" x 3" x 3" OR SIMILAR I I I TEK SCREW @ 6" O. OTH SIDES PANEL ROO @ POST DETAIL SCALE: 3" = l'-0" 0.024" X 12" ALUMINUM BRK. MTL RIDGE CAP FASTENING OF (:OMPOSITE PANEL' VARIABLE HEIGHT RIDGE SEALANT BEAM EXTRUSION 8 x 9/16" TEK SCREW @ 8" O.C. ROOF PANEL CAULK ALL EXPOSED SCREW HEADS AND WASHERS 2" x SELF MATING BEAM 1/8" WELDED PLATE SADDLE W/ (2) 1/4" THRU••BOLTS 45 REBAR IMBEDDED IN TOP OF.CONCRETE COLUMN (BY o OTHERS) WHEN FASTENING TO ALUMINUM USE TRUFAST HD x ("t" + 3/4") AT 8". O.C. FOR UP TO 130 MPH.WIND SPEED EXPOSURE "D"; 6" O.C. FOR ABOVE 130 MPH AND UP TO 150 MPH WIND SPEED EXPOSURE "D" PANEL ROOF TO RIDGE BEAM @CONCRETE POST DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daylo a. PI 32121 TeWphonv 11: (386) 767.4774 Fax M: (385) 7675556 Emell: leope(g Delleoum.net PAGE Q GOPYRIGMT 2008 7-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWR6NCE E. BENNETT, P.E. 1100-1231 130 , 140 1 150 8 1 #10, 1 #12 1 #12 -d i p O 0 0 a 0 m _ 7Dm ' nAO0 00 0 z x0 m Table 7.1.6 industry Standard Composite Roof Panels Allowable Spans and Design] Applied Loads` (#1SF) 3" x 48"x 0 024" Panels Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core DensitV Foam Wind Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang Cantilever Zone MPH 1&2 s anlload' 3 s anlload" 4 s anlloa 1&2 s anlloa ` 3 s anlload` 4 s anlload' 1&2 s anlload' 3 s an/toad' d s anJload' All Roofs 15'-0" 113 1T-2" 113 16'•7- 13 13'-4' 21 12'-11` 21 10'-6' 27 11'-9" 30 11'-5" 27 4%0' 45 1101 10S" 17 16' 8" 14 1 £' 1` 1 11'-8' f3'-i' 22 12'-7° 22 9'-2" 36 10'-tC' 35 10-6' 32 3' 8' 1 ` 5, 12'-2' 20 15'-1" 17 13'-2" 2 11' TF 27 11'-5' 27 8'4" 143 9'A' 39 1 9'-0" - 43 3'-5' 65 123 11'-11" 21 13'-4" 21 12'-10" 21 10'-4' 28 11'-6' 28 11'-2' 28 8'-2" 45 9'-1" 41 8'79" 45 3'-4- 69 130 11'-4" 23 12'-8" 23 12'-3" 23 9'-2" 36 10'-11" 31 10'-8' 31ET-51 8'-T' 45 8'-3" 51 T-1 ` 77 140-1 1U-T 27 11' 9" 27 1 V-6- 27 8'-7" 41 9'-7" 419'-3" 4151 8'-7" 45 8'-3" 51 2'-11" 89 140-2 10'-6" 27 1 1'•9" 27 1 V-5" 27 8'-T' 41 9'-7" 41 9' 3" 4159 T-11" 53 T-8" 59 2'-11" S9 150 9'-2- 36 10'-11" 32 10'-7" 32 7'-11" 48 8'-10" 48 8'-6" 4868 7'-F' 60 7-2" 68 2'-9" 102 r o z S 7 o r= c7 DzooQ" rn mrn M. m 3e. m itiZzyailmMo Wind Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Roams Enclosed Overhang Cantilever Zone MPH 1&2 s anlload' 3 s anlload' 4 s an/load` 1&2 span/load' 3 span/load' 4 s an/load' 1&2 s anlload` 3 span/load' 4 s anlload' All Roofs 100 1&-2" 13 20'-4' 13 19'-7" 13 15' 9" 117 17'-7" 17 16-11" 17 12'-6- 27 15'-1" 123 13'-6" 127 4'-0" 45 110 IT-B" 14 19'-9" 14 19'-1" 14 15'-3" 18 1 T-1" . 18 t6'-6i" 18 11'S' 32 12'-10" 32 12'-5" 32 4'-0" 55 120 1 15'-11" 17 1T-10" 17 1T-3" 17 12'-6" 27 15'-5" 22 13'-6" 27 10'-5- 39 11W" 39 1T-3" 39 4'-0" 65 123 15'-6" 17 17'-4" 17 16'-9" 17 12'-2" 28 15' 1" 23 13'-2" 28 9'4" 45 11'4" 41 10'-11" 41 4'-0" 69 130 13'S" 23 16'-5" 20 15'-10" 20 11'-8" 31 13' 0" 31 12'-7" 31 9'-1" 51 10'-10" 45 10'-5" 45 3' 8" 77 140-1 12'S" 27 15'-3" 23 13'-6" 27 10'-10" 36 12'-1" 36 1,V-8" 36 9'-l' 51 10'-10' 45 10'5" 45 3'-5" 89 140.2 12'-6" 27 15'-3" 23 13'-6" 27 10'-10" 36 12'-1" 36 1 t' 8" 36 8'-5" 59 9'-5' . 59 9'-1' S9 3'-5" 89 150 11'-7" 32 12'-11" 32 12' S" 32 9'A" 4804242 10'-10" 42 T, t0" 68 8'-9" 68 8'-6' 68 3'-3" 102 Wind Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang Cantilever Zone MPH 1&2 s anlload' 3 s anlload' 4 s an/load' 1&2 s an/load' 3 s anlload' 4- s panlload.' 1&2 s anlload' 3 s anlload' 4 span/load' All Roofs 100 17'-9" 13 19'-10" 13 - 19'-2" 13 15'A" 17 1 T-2' 17 16'-7" 17 13'-2' 27 14'-9' 127 14'-T 27 4'=0" 45 110 1T-Y 14 19'-3" 14 18'-7" 14 14'-11" 22 16'-F 18 16-1" 18 11'-2' 32 13'-7' 32 1T-2' 32 4'-0" 55 120 15'-7" 17 1T-5" 17 16-10 t7 13'-S" 27 16-1' 22 14'-7' 27 10'-2" 43 12'-5' 39 A0'-11' 39 4'-0" 65 123 lf2" 17 16'=11" 17 16'-Z" t7 13-2" 28 1 T-8' 28 14'-2" 28 9'-11' 45 11'-1" 41 10'-8' 41 4'-0" 69 130 14'-4" 23 16'-0" 20 15'-6" 20 12'-5" 31 13'-10' 31 13'-5' 31 T-5" 51 10'-6" 45 10'-T 51 3'-11" 77 140- 1 13'-d" 27. 14'-11" 27 14'-5" 27 10'4" 36 2-1-1- 36 12'-6' 36 369'-5" 51 10'-6" 45 10'-T 51 3. A 89 140. 2 13'-4" 27 14'-11" 27 14'-5" 27 10'-6" 36 12'-11". 36 12'-6' 35 8'-8" 59 9'-9" 59 9'-6" 59 3'-4" 89 150 12'-6" 32 14'-0" 32 13'S" 32 9'-9" 48 10'-11 42 10'-7° 42 8'-2" 68 9'-2" 68 8'-10" 68 3'-2" 102 B , e C tD 4" x 48" x 0_030" Panels Alumtnum Alloy 3105 H-14 or H-25 1.0 EPS Core Densl( f I o t` U rnc) M t! m n mNm r- v rn N 4t rn W W p, Wind Open Structures Mono - sloped A_oof Screen Rooms I A( tached Cave" I Glass & Modutar Rooms Enclosed Overhang CantlteveA Zone MPH) span/1 1& 2 ad' 3 span/ load' 4 s anlload' 1& 2 s anlload' 3 s anlload' 4 s anlload• 1& 2 s anlload• 3 s anlload` 4 s anlload' All Roofs t00 20'-5" 13 22'-10' 13 22'-1" 13 17'-9" 17 19'-10" 17 19' 2" 17 i5'3" 23 17'-0" 23 16'5" 23 4'V 45 110 19'-W 14 22'-3' 14 2V-6" 14 17'-3" 18 19'3" 18 t8'-7' 18 12'-11" 32 15'4" 27 15'-2" 27 4'-0' 55 120 17'-11" 17 20'-1` 17 19'S" 17 15-7" 22 1T-5" 221 16'-10" 22 11'A" 39 13-1" 39 12'-8" 39 4-'-D" 65 123 1T-6" 17 19'-7" 17 18'-lV 17 1TT 23- 16-11" 23 1&5" 23 1T5" 41 12'-9' 41 12'4" 41 4'-0" 69 1 16'-6' 20 18'-6' 20 iT-10" 20 t3' 1" 31 16'-0" 26 15'-6" 26 10`-11' 45 12'-2` 4- 11'-9' 45 4'-D" 77 140. 11 15'-5' 23 1 T-3' 23 16'-8" 23 12'-2" 36 13'-7" 3& 13'-2" 36 10'-11' 45 12'-2` 45 11'-T 45 4'-D" 89 140- 2 15'-5" 23 1 T-3' 23 16'-8" 23 i2'-2" 36. 13'-7" 36 13'-2" 36 9'-6' 59 11'-3' 53 10'-10' 53 4'-0" 89 150 13'-0" 32 1 .16'-Z' 126 15'-7" 126 1 %1' 3" 142 12' 7" 42 12'-2" 42 8'-10" 68 10'-6" 60 9'-7" 68 T-7- 102 Note: Total roof panel width = mom width + wall width a overhang; 'Design or applied Iload based on the affective area of the I O r_ C 0 i D z r r 0 O- v C 0 I Cn pvr.19 s 1991° 4:10AM 4011406690 No-8424 P. 5 ALUMINUM FRAMING COMPONENTS SECTION 8 z.00° 2.00" A = 0.772 in.' A = 1.095 in.' WT = 0.885p.l.f. WT = 1,255 p.l.f. 0.046" +C6 o N = 1.940 in.' 0.050" + o Ix = 5.919 in.' Sx = 0.959 in." . Sx = 1.965 in.' 0 0 i 6063 - T6 N 6063 - T6 Q STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP .AND BOTTOM 2" x 4" x 0.046" x 0.100" SELF MATING BEAM SCALE: 3" = 1'-0" STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM 2" x 6" x 0.050" x 0.120" SELF MATING BEAM SCALE' 3" = V-0" 2.00" f A = 0.964 in.z A = 1.259 in.2 WT = 1.105 p.l.f. WT,= 1,443 Of, O50" -} D Ix = 3.691 in.' 0.055" + o Ix = 8.746 in.° 6 Sx = 1,468 in.3 Sx = 2.490 in.' 0 6063 - T6 0 6063 - T6 N O i STITCH W/ (1) #8 S.M.S.. @ 24" Q.C. TOP AND BOTTOM x 5" x 0.050" x 0.120" ELF MATING BEAM CALE- 3" STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOT70M 21'x7"x0.055 x0.12.0" SELF MATING BEAM SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL. ENGINEERING P.O. Box 214355, Soulh Daylong, FI 32121 Telephone It: (388) 787-4774 FeY A( (386) 767-6556 Email: IebpeaDelleouO.nel . ooPYRIGH74008 PAGE NOT TO BE REPROOVCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF (AWRENCE E. BENNETT, P.E, 8-3 Av r ,19 , 1997 4 19RM 4071406690 No . 8424 P®ml i..d.. .. tee,. 4., . +r ..`,. , ,.: _ 7;ry,.. G' g. , t . •, r" IMIDSTA-,.,,E. C0NSTRLiCTIONB0X' 1 . WINTERnRK` FL :327o0 S 4.07=740_ 5 0 , .4 f. FAX-740-6690 9 Send I I Frorn: . 1 Atte T date: Office.IOcatiam.I Ict Ccs. I, Office location; I Fax number:Lfb 3g I Phone namoQr; I, review Foil yr..ur in;virni iioh Tocai pages,, .including cover: comments: I dULe Gf`.c s 'a\ S(cS 0 LA_ V e ft. b G ' I c 7 tt A— A, I y O, 4077406690; JET FRX N o - 8 4 2 4 P- 2 P. 1 CrrY OF BUILDING AND RRE PRMNUOPO DMSION PO ftx 1171' Swom, Fl,®RiDA 32772 PEE: 407.330.5656 Fmx: 407.328.3859 Date: February 18, 2005 Contact Person: James McKnight Contact Phone Number:407-740-0454 Conawa t Fax Number 407-740-6690 Contact E-mail Address: midstateconstcom Permit Application Number: 08-736 Project Description: Screen Roam Job Adda ess: 452 Marathon Lam The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sauford and enforeed by the Building Division The violations note I must be addressed before the plans can be approved. Changes to plans shall be submitted on sarne size format as the original submittal. Changes to construction documents that require an Ambitect or Engineer's seal must be submitted with the appropriate seal. STRUCrURAL 9-1 Allowable heights from T3A.2.1 appear to be incorrect. Heights are 105"' to 165" no 5'811 Please clarify 5-2 T7.1.6 indicates 4 span / load, side wall drawing indicates 1 & 2 spans. Please clarify. S-3 Provide Ridge beam size & type of beam. S-4 Provide ridge beam attachment to center post / uptright of front wall ard to host lure wall. Any error or omission in this plan review shall not be construed to grant approval of any of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at 407.330.5656 or fax to 407.328.3859. You may also contact me by E-mail at denmanr@sanfordtl.gov. Respectfully, t. From: Denman, Richard Sent: Monday, February 18, 2008 4:39 PM To: midstateconst.@belisouth.net Cc: Denman, Richard Subject: Primary Correction letter -Richard Attachments: image001 Jpg PLAN REVIEW COMMENTS Date: February 18, 2008 Contact Person: James McKnight Contact Phone Number:407-740-0454 Contact E-mail Address: midstateconst.com Permit Application Number: 08-736 Project Description: Screen Room Job Address: 452 Marathon Lane Contact Fax Number: 407-740-6690 The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL. S-1 Allowable heights from T3A.2.1 appear to be incorrect. Heights are 105" to 165" not 5'8". Please clarify S-2 T7.1.6 indicates 4 span / load, side wall drawing indicates 1 & 2 spans. Please clarify. S-3 Provide Ridge beam size & type of beam. S-4 Provide ridge beam attachment to center post / upright of front wall and to host structure wall. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at 407.330.5656 or fax to 407.328.3859. You may also contact me by E-mail at denmanr@sanfordfl.gov. Respectfully, 2/18/2008 Correction letter Page 2 of 2 D&" gwm4m / va"wf 9"#an 2/18/2008 CITY OF SANFORD BUILDING AND FIRE PREVENTION ®MSION P® Box 1788 SANFORD,, FLORIDA 32772 PHONE: 407.330.5656 FAx. 407.328.3859 PLAN REVIEW COMMENTS Date: February 18, 2008 Contact Person: James McKnight Contact Phone Number:407-740-0454 Contact Fax Number: 407-740-6690 Contact E-mail Address: midstateconst.com Permit Application Number: 08-736 Project (Description: Screen Room Job Address: 452 Marathon Lane The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 Allowable heights from T3A.2.1 appear, to be incorrect. Heights are 105" to 165" not 5' 8". Please clarify S-2 T7.1.6 indicates 4 span / load, side wall drawing indicates 1 & 2 spans. Please clarify. S-3 Provide Ridge beam size & type of beam. S-4 Provide ridge beam attachment to center post / upright of front wall and to host structure wall. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Pleasedirect any questions you may have to Richard Denman at 407.330.5656 or fax to 407. 328.3859. You may also contact me by E-mail at denmanr@sanfordfl.gov. Respectfully, 1- t hp LaserJet 3015 HP LASERJET FAX Feb-18-2008 4:48PM Fax Call Report i n v e n t Job Date Time Type Identification Duration Pages Result 530 2/18/2008 4:47:35PM Send 94077406690 0:40 1 OK d i i e i. u 1. CASH PRICE $ ,; DESCRIPTION OF GOODS & SERVICES 2. DEPOSIT' ......... ..,- pp BALANCE $ .Q l ' nn f( _ . F`-ht `-5_clf>YC xo 3. DRAW 1 . c `„-.,.-:`-1" 5Ca1 6, c I.'"ti..:-$ t/^) •- ( i4 _..4C.....ir^^' C..--3 ."Z..-. \Raft f tom_... pp. BALANCE ......:.. $??.:_5j. j £ 4. DRAW 2 ..:..... $ 6>r=' 5. BALANCE DUE ON COMPLETION ... .......:. ........... $ a 1'L+ -%> i1.:"`1 L..l`a. 1,s-5 .°,..;e._ `..;•`$"!r 4:: .. f s ...>' vw .,_. Color Roof Type tr+•— ^`.. . B- f•-j .•_( (., aS\,-s'1c'=+cE'` ti`".''.=r'iSa,.,,`'.,a `L.:i,a;':M.^.•- a -. il.A A_:\1Y'yo 1!ir CONSTRUCTION INDUSTRIES RECOVERY FUND PAY-MENT'MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUT THEERECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS: I CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARLINGTON EXPRESSWAY, SUITE 306 JACKSONVILLE, FL 322`11-7467 I acknowledge that I have read and Understand this contract to include items listed on the back of this contract and agree to its terms. I DATE: This contract is subject to approval and acceptance by the Seller. PURCHASR''' ja BY: AUTHORIZED OFFICER OF THE SELLER) - PURCHASER: NAME OF SALESMAN: YOU MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, WITHIN THREE BUSINESS DAYS. FROM THE ABOVE DATE IF YOU CANCEL ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACTOR SALE, AND ANY NEGOTIABLE INSTRUMENT EX- ECUTED BY YOU, WILL BE: RETURNED WITHIN 10 BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY I SECURITY. INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF. YOU CANCEL, YOU MUST MAKE -AVAILABLE TO THE SELLER AT YOUR. RESIDENCE; IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO.YOU UNDER THIS CONTRACT OR SALE OR YOU MAY IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK: IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF CANCELLATION, YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION, IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER; OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT: I TO CANCEL THIS TRANSACTION.MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, OR SEND A TELEGRAM TO MID STATE CONSTRUCTION PRODUCTS, INC., P. 0. BOX 1214, WINTER PARK, FL 32790, NO LATER THAN MIDNIGHT OF; DATE) HEREBY CANCEL THIS TRANSACTION: DATE: SIGNATURE: SENTRY"H'AI'LR'OOF{.... 13 ASSN: Celery Key_ SERTRY ACCT. NO.: 116000` COMMUNITY ASSOCIATION MANAGEMENT MAIN OFFICE 2180 Wesl SR 434 suite 5000 , Ip} R®B 1® 1 lYMILET ® 9 D _ i tonQwoodfL i 32179-5044 PH 407-7BB-6700 FAX 407-708.7468 DATE: 1-28-08 i BREVARD COUNTY 597 HaverlyY Ct #11D Rockledue FL TO: Darlene- Mid -City 32955.36t3 ; o PH 321-638.8680 FAX 321-838-9901 ' CLERMONT FAX N0: 407-740-6690 179 N Hwy 27 Ste E Clermont FL ' 34711.2432 , PH 352.243-d595 EXT: FROM: Sabrina Hayes 333 FAX 352-243-4597. FT MYERS 12573 New Rriltamy Blvd #23 RMyye 625 REPLY.TO OFFICE: 33907.3625 PH239.217-0112 FAX 239-2719114 BREVARD COUNTY CLERMONT FT MYERS GEORGIA a ORCIA , 270 GarGent f Or 0320 ; Atlanta GA ; 3032e-4912 JACKSONVILLE KISS IMMEE LEESBURG i.ONG11V00D PH 4 4-459,051 I FAX404-459-8962 PON7E VEDRA SARASOTA TAMPA BAY VOi_USIA I JACKSONViLLE 2980:HieY Rd W VA J9tksonvii o FL 32257-e202 PH 90.4-680.4055 PAGES. IF ALL PAGES HAVE NOT BEEN RECEIVEDFAX904-880-13550 THIS IS PAGE 1 OF 3CALLSENDER AT OFFICE CHECKED ABOVE. K1ssIMMEE : PLEASE 3377 w Vine St #306 Kissimmee FL 34741466s PH 401-846:6323 FAX407.946.0301 MESSAGE: form back to me at 407-788-7488. You can mail the LEESBURG 10332 US Hwy 441 d102 FL Please make sure to put it to my attention.. Leaanur0 ; 34788-7222 PH 352.343-5706 FAX 352-343.5123 Thank you. PONTE VEDRA 10036 Sawgrass Dr#3 Ponta Vedra Beacn Fl. Sabrina 32082-3565 PH904-285.1526 FAX 904.2B5.1260 SARASOTA 5500 Bee Ridg9e PO 0202 Sarasota FL , 34233.15DZ i PH 941.343-0506 FAX 941.343-9674 TAMPA BAY AREA ' 25400 US 19 Will s164 Clearwater FL . i 33763.2149 .• PH 727.799-6982 FAX 727.799.8984 VOLUSIA COUNTY 1 441 N Causeway New Smyrna Beacn FL ; 32169.5266, PH 386.473.7796 ., FAX 386-423.1278 i m 1 ,1 ti, Y': e u, :: F" L 6 . i .j'."•V t iB IQEl i I I i t I I t i I r t i I r j t i t i I I g hope I r vim... .._....,........ r:e.. 4r