Loading...
HomeMy WebLinkAbout117 Sterling Pine 04-147 Additiona CITY.OF SANF( Permit # Job Address: r Description of Work: I ' PERMIT'APPLICATION Date: cr< } 1 Historic District: Zoning: Value of Work: $C-_ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm - Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential - Non -Residential Replacement New (Duct Layout & Energy Cale. 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 'Y' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: I V - - 0"' - - — (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: —1 (nB Contractor Name & Address: AMState License Number: jL tyyN xt PhoneFew - (=rS ` Contact Person: _p'Lj Phone: Bonding Company: Address: Mortgage Lender: _ W Address: Architect/ Engineer: Phone: Address: Fax: ^ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all ofthe 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 POUR I'AY ING 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 permit ired from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is v nation th will not the w er of the property of the re errs of Florida Lien Law, FS 713. Signature r/Agent ate Signature of Contractor/Agent Date Print Owner/Agent's Name Pri t Contractor Agent's me Signature of Notary -State of Flori a Date iena ure of C ptnwyg tate €Y%E A DE GRAVE ate a° 4 MY COMMISSION # DO 164280 sr ° p EXPIRES: November 12, 2006 Owner/ Agent is _Personally Known to Me or Co ractor/A 9t e.6.610 pBtAb rA6ervlftr Produced ID 4- Produced ID APPLICATION APPROVED BY: Bldg-lb-oi Zoning: Initial & Date) (Initial & Date) Special Conditions SPRY F(i9 . Debbie 0. McNeal Commission # DD 195542 Expires: Mar 23, 2007 c" Bonded Thru Oiri°° Atlantic.Bonding Co., Inc. Utilities: FD: Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL 1 111 S(rnusailri.utlrzl• A.. _ r 1 r,ti^irts IIA1 19. First St. ea6erd K 32771 J 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-511-0000-0500 Tax District: S1-SANFORD Number of Buildings: 1 Owner: CONFIDENTIAL PER STATUTES Exemptions: 00-HOMESTEAD Depreciated Bldg Value: $109.953 Own/Addr: 119.07(03)(I) CID# 209 Depreciated EXFT Value: $0 Address: 1101 E 1ST ST Land Value (Market): $23,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: Just/Market Value: $132,953 Subdivision Name: STERLING WOODS Assessed Value (SOH): $122,148 Dor: 01-SINGLE FAMILY Exempt Value: $25.000 Taxable Value: $97,148 SALES Deed Date Book Page Amount Vaclimp 2003 VALUE SUMMARY SPECIAL WARRANTY DEED 04/2001 04060 0159 $128.000 Improved 2003 Tax Bill Amount: $1,967 WARRANTY DEED 11/2000 03956 1690 $327,000 Vacant 2003 Taxable Value: $94,285 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 50 STERLING WOODS PB 54 PGS 93 THRU 95 LOT 0 0 1.000 23,000.00 $23,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2001 9 2,583 2,142 CB/STUCCO FINISH $109,953 $111,627 Appendage I Sqft GARAGE FINISHED / 420 Appendage I Sqft OPEN PORCH FINISHED / 21 Appendage I Sgft UPPER STORY FINISHED / 1022 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=1020305110000O500&coparcel=l( 10/7/2003 POWER OF ATTORNEY DATE I hereby name and appoint - ofto be my lawful Attorney In fact to act for me anti to apply to the - Building Department for permits for work to be performed by WHITE ALUMINUM PRODUCTS, INC. and sign my name and do all things necessary to this appointment. Clell Coleman III Certified Contractor # CBC001467 Certified Roofer #CCC035617 2101 E. Main Street Leesburg, FL 32748 Notary Public Personally known or Identification Produced State of Florida, County of On this _ day of . 2003. a ' 4 Wendy M. Jo* My Commission W1M78 OF- V Expires AWN 19, 2007 i . SEA NOLE 1.ou 11 FIMPAs NARVAL CMoraE SEMINOLE COLINTY RES11DENTIAL PERAHT APPLIICAnON Job Address Street: a,) C4iui,v Date: City: S-Fu 4.0.. - -S 7 7 3 Zip Code, Directions To Jobske: Owner Name: ' A4,-4.j C 'Jg Contractor. Au i 7 ,77 77 ' Address: 117 Sep , :, P Address: z3v L /r'l CRc. 7j`E aeial a Citywzip: )7/ -3 :-7 7 3 City: ,Z QO.7 Phone#: 4•67 -3Z3 4178 Fax#: Phone*: 4v7 Z,8/ 982=2 Fax#:-,)7 (o79 4404 Contact Person: License Holder's Name: G/cTe Lo/cs Daytime Phone: Ste Reg./Cert#: U3 C ' o 116, 7 Attach proof of ownership: Tax Record from Seminole Co. Property Appraiser's Office, Tax Receipt, or Deed, etc. Parcel#: SD Plat Book: S page(s): 93 - SubdivisionName: S?Z2Uti h/ad.DS Valuation of Work (Estimate) $ 3 310. Total Square Footage: l q 2 Total HVAC/Living Space Square Footage: WORK DES ON Single Family Detached .... Addition/Alteration... a Electric ....................... Low Voltage ..... ... Duplex........................... Roof...... Plumbing .................... Other ................... _..... Mobil Home .................... well :......... _............... Mechanical ................ , Ciarage/CarPort..... ............ Demolish..._.. ........... Gas ....... ........... Describe exact nature of wnork: "` hay- .r (/1- cf`e- c- 4" Identify type of structum or location within structure where work will be performed Le. Kitchen, Shed, Gazebo, etc. VM trees be removed: Yes RTe E[ V Yes, please complete Arbor Permit uTELxnt iSeptic Tack .... well................ . Public water .......... Public Sewer ..... ......:.. Existing Well ............ Utility better (Include utility letter from appropriate agency) ................. SIMCON71UCT' ORS Seminole County State of Florida Card Holder's Name Oocr tional Lic # Uce= # Reg/Cat Elect. E Mach. Phaab. Roof Pas Low Voltag OtheIr NOTICE SEPARATE PIZRWTS ARE REQUMD FOR =CMCAL9 PLUMING, HEATING, VENrMAITKG ORAIRMNXIM10N.MiG. TM PERI A" EECOARS NULL AND V013D EF WORK OR CONSTRUCTION AUTflOR12ZD IS NOT CO LACED 6 MO OR 17 CONS MUCTTON OR WORK IS SUSPENDED OR ADANDONED FOR A PEA®D OF 6 MONTHSAT ANY TIME AFM WORK IS COMMNCZD. I hereby certify, that I have read and examined this application and know the same to be true and conact 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 to violate or cancel the provisions of any other state or local law regulating construction or the permanence or construction. M1 7 a. Signauue of Contractor Date Signature of Owner Date COMPLETE ITEMS ON WORKSHEET BELOW IF PERMIT TO BE ISSUED FOR OTHER THANSINGLEFAWLYRESIDENTIALNEWCONSTRUCTION. ELECTRIC Electric Company Florida Power Corp. Florida Power & Light Service Size Old Amps. Volts Phase I ph Phase 3 ph New Amps. Vohs Phase 1 ph Phase 3 ph ITEMS Outlets dt Switches (each) Lighting Fixtures Outlets (Window A/C) Continuous Receptacle Step Per Outlet SERVICE Number of Amperes Each Sub Food Panel Temporary Pole SAC EQUIPMENT Number ofKilowaas. OTEIER ELECTRIC Electric Elevaor Pool Whing Change of Service Pump service List other and dem,'he- UNITS OIMR APPLIANCES Water Heater Dryer Dishwasher Electric Range Cook Top Built-in Oven Exhaust Fags Under V. I P e CTMC WELDER Transformer Type Up To and Inch ding 50 Amps Over 50 Amps POWER 7R"SFORAfERS List No. of Kilowatts (KVA) MOTORS & GENERATORS Hoisepower(Lim HP) GENF ATOR TWPE Time Switch NZCHAMCAH,.: Valuation of WodL- $ PLUMING: Number of Traps: COh1MUCTION: Shallow well Well AbP aadormiem of Well DPP 13*4110ent Installation NOTE: Water system supplying more than 25 people, a Consizuedon Permit through St John's River Water Managemetnt District must have approval through the Department of Environmental Services at State level AU wells over 4" in diameter shall have a emsftcdon permit and consumptive use pwhit prior to a permit bdpg issued by theBuildingDivision. ROOK' FlnMBuild UP ........_.......... Wood Shia— estsbekea . . Aspbalt/FibGtglaas ............ ....... Tile....._ .. .. Slam «»...... ... • Gd.n•AnS l r.' I hereby certify that at the time of the application and issuance of the above permit, all necessary Worim an'sCompensationInsurancerequiredbythestateofFloridahasbeenobtainedtoeffecttheproperprotectionofthoseworimundermyemploy. SIGNAT = OF CONTRACTOR DATE 1199119In9 WII'mt0111 119001WlR0111'R,1NM117117loll Permit Number _ Parcel Identification Number ' Prepared by: Return to: NOTICE OF COMMENCEMENT State of F/ lj A? 10}r MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05050 PG 1103 CLERK'S # 2003180893 RECORDED 10/07/ 2003 10144130 AN RECORDING FEES 6. 00 RE11JR00) BY 1, McKinley CERTIFIED Copy, MARYANNE- MOIi6E IDLE K OF CIRCUIT C UR1 I F IDA OEM F.LFR County of OCT Q T 2(03, The undersigned hereby gives notice that improvements) will be made to certain real property, and in accordanc, with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description bf the property,.and street address If available) GoT O.ST kclti t..u a /t7 S7-C2c.I%A,c, P,:a -J S4..4-Itz 327-73 2. General description of Improvement(s) 3. 4 Owner information Name % 3p i9 .., GAn /,,,, Telephone Number Address 117 STfR4L4 % Fax Number S91fC0160 327? 3 Interest In Property: Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address 54 M ` Fax Number Contractor w a t-r s ALiA , 4 ,jo,M Name 23J I M-Ekc. d-Jar— Qrt. Address t .I a -7 6. Surety (if any) Name Address 7. Lender ( if any) Name Address y07- 32- 3- 41-78 Telephone Number 4o7 Ge/ 652-3 Fax Number 4- o ,7 67g 4 -04 . Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number ' 8. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice provided in §713. 13(1)(b), Florida Statutes. Name f Telephone Number Address Fax Number 10. Expiration date of notice of commencement (thnaexpiration date is one year from the date of recordirn uhI6ss'a'diff0ent date is speclfitd): - 2 "7 Date Signed -- Signature of Owner Vie: per §713.13(1)(g "owner must sign ...and no one else may be permitted to sign it his or her stead," Sworn to and subscribed before me this day of ,c , 20 0 3 by jj11 cCA-V t Clk- who Is personally known to me OR producedO-(Q4S CSl0-5G- as identification, , . , o Vh Wendy Mi Jolley V` my commission DD199978 X I , .EVresAp11119.2007 Signature of Notary ( notafial seal to appear Form Revised: 12/ 00 for 19 to 20 . PLAT OF BOUNDARY SURVEY for: MARONDA HOME5, INC. DESCRIP77ON: ' LOB' 50, STERLING WOODS RECORDED nv PLAT BOOM( 54 PAGE(S) 93 thry 95 PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 51 TES: NOT PLATTED per STERLING WOOD5 PLAT BOOK 54, PAGES 93-95) 5=53'49"E 50.00' 5' D. U.G'.! I S r IQ a.?t•/ I 7 i 10 3 : o' ono f f'o. ov Ty ,tv -5;7v,,4 7rGovG$LGY.C W P Z 0 2/oa V la D. 4 U.E. UJ o Z A 1 0' S' to 20' GRAPHIC 5CALE LOT 49 PERMIT 41%. /4 OFFICE Ful- P ", PLANS REVIE ED CITY OF SANF RD ADDRE55: 117 \\ STERLING PINE 5TREET _ \ NOO' 53'49'W • pT BEARINGS ARE BASED ON THE CENTERUN£ OF STERLING PINE S TREE T BEING NOO 33.19'W. UNDERGROUND 1MPROVEMENTS ROOM OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. ELEVA77ONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. BUILDING TIES ARE TO FOUNDATION. BUILDING TIES ARE NOT TO BE USED TO CONSTRUCT DEED OR PLATTED LINES. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS OTHERWISE NOTED. FLOOD CER77FICA T7ON BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, THE STRUCTURE SHOIMV HEREON DOES NOT LIE W ININ THE 100 YEAR FLOOD HAZARD AREA. THIS STRUCTURE LIES IN ZONE ' X ". COMMUNITY PANEL NO.120294 0045 E EFFECTIVE DATE. APRIL 17, 1995 MAP REV1S10N DATE. SUBJECT TO CHANGE) pJ CERTIFIED TO: Brian J. & Marie E. Carling First Guaranty Mortgage Corp. Kampf Title & Guaranty Corp. Adnoram Title Company,Inc. Chicago Title Insurance Co. UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON 4TAININC TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND 07HER MATTERS, AND FURTHER THIS INSTRUMENT 15 NOT INTENDED TO LECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND '=NA MRMEC BY OTHERS PhFOUGY APPROPRIA•E 7771E V£R7. (CATION. ABBRE VIA TONS/LEGEND: g) FOUND 1 1/4' IRON PIPE (LS 2005) 0 FOUND IRON ROD O FOUND IRON PIPE m FOUND CONCRETE MONUMENT 10.-NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE RADIUS P.I.-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE O.E.-DRAINAGE EASEMENT H.-CHORD P.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE u1 E.-uTILITY EASEMENT RC -ARC LENGTH L.B.- LICENSED BUSINESS CH.BRG.- ORD BEARING S.dU.E.-SIDEWALK & UTILITY EASEMENT D.U.drSE.-DRAINAGE, UTILITY It Z CENTERLINE A/C —AIR CONDITIONER PAD dNDELTA CENTRAL ANGLE) O.&U.E.—DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT i A VONE, INC. LAND SURVEYORS AND (MAPPERS JOO COUNTY ROAD 427 SOUTH LONGWOOD. FLORIDA 32750-5499 TELEPHONE ( 407) 830-9080 FAX No. (407) 339-3636 TMS SURVEY NOT VALID UNLESS EMBOSSED WITH THE SIGNATURE AND RAISED SEAL OF A FL7 LICENSED 7VEI'OR/ D MAPPER DOMINICK F. CAVONE - PRESIDENT FLORIDA , SURVEYOR•& MAPPER NUMBER 2005 LICENSED BUSINESS 140. L.B, 5073 RECER TIFIED FINAL L OCA 17ON FOUNDATION LOCATION FORM80ARD LOCATM STAKE HOUSE Lul 0. STAKE 1 0. FOUNDA W.O. STAKE HOUSE 7JAV -/ ZA9/ W.O. FORM CHECK W.O. FINAL jgg/: DT W.a RECERT CARD FILE: STNOLSO.DIAC v7- SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS I SECTION 3 INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS 3.1.3 GLASS ROOMS, PARTIALLY ENCLOSED) 3.2.3 ENCLOSED) 3.3.4 r i HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST VPICAL SLOPED SOLID ROOF ENCLOSURE ,t SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.4 ENCLOSED) 3.3.5 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214358, SOUTH DAYTON& FL 32121 i TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT 2003 J PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION.OF LAWRENCE E. BENNETT, P.E. Ij 3-1 SECTION 3 j SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR ROOMS LW FOR MAX. H` / UPRIGHT / HEIGHT (h) EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.1, 3.2.2 ENCLOSED) 3.3.1, 3.3.2, 3.3.3 1"x2" MIN. 3-1/2" SLAB ON GRADE VARIES Z' OR RAISED FOOTING FOR FOOTINGS SEE DETAILSTYPICALGLASSROOMWITHSOLIDROOFPAGE3-23, 24, 25) TYPICAL FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) + w O.H. ~ V SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW =LOAD WIDTH NOTES: 'P' VARIES 1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION; PAGE 3-2 100 -123 130 1401 150 8 1 #10 1 #12 1 #12 TYPICAL SCREEN /'GLASS ROOM----' SCALE: 3116" = T-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 757.4774 FAX (386) 767-6556 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 1 , SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 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. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. FHROUGH SPLINE GROOVES ME WALL HEADER ATACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED i x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW TOSSES 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 VALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE"CORNER DETAIL- - SCALE: 3" = V-0" y Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (3861 TOTA774 FAX (386) 757.6556 PAGE3-1 c I NOTO BeIREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 COMPOSITE ROOF PANELS: 4)114" 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 MIN. (3) #10,x 1-1/2" S.M.S. IN SCREW BOSSES RISER PANELS ATTACHED CHAPTER 7 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.) TYPICAL. UPRIGHT DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3.17 SECTION 3 , SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 114" x 6" RAWL TAPPER ALUMINUM FRAME SCREENTHROUGH1" x 2" AND ROW WALLLOCKINTOFIRSTCOURSEOF BRICKS ROW LOCK BRICK KNEEWALL TYPE S ALTERNATE CONNECTION'OF _ MORTAR REQUIRED, FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK.WALL BRICK OR OTHER NON- 4- (NOMINAL) PATIOSTRUCTURALKNEEWALL CONCRETE SLAB W/ 6 x 6 - 1 WIDE x 0.063 THICK STRAP r 10 x 10 WELDED WIRE MESH@EACHPOSTFROMPOSTTO OR F.IBER MESH CONCRETEFOOTINGW/ (2) #10 x 3/4" , S.M.S. STRAP TO POST AND - — 1)1 /4" x 1-3/4" TAPCON. TO ° a (1) #5 0 BARS W/ 3" COVER SLAB OR FOOTING • (TYPICAL) a• BRICK KNEE WALL.AND FOUNDATION FOR. SCREEN WALLS SCALE: 3/4"'-- V-0" 4" MIN. (2) #5 BAR CONT. 2=0" MIN. 3-1/2" (TYP. (1)#5 BAR CONT. " BEFORE SLOPE ALL SLABS) e _ •_ — TT 011 — III —I I . ; ;- I I it I DTI I, ,I 1 hIiI-111=1TI=111=1I I=1 11=1i1= 11 IiI Ii1=tFIi-11 Fir, an TYPE I _ TYPE II TYPE III FLAT SLOPE / NO FOOTING J. MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2".L12 - • 2" / 12"-1'-10" > 1'-10" 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 REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 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 FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS 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 11 FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: _ 3/4" _ 1 _0" - - - Lawrence-E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4T74 FAX (386) 767-6556 PAGE 3`2A I © NCOPYRIGHTERPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ram/' j - SCREEN, ACRYLIC / VINYL, GLASS &. MODULAR ROOMS I SECTION 3 Table 3.1.5 - Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum -Alloy 6063-T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF 7Sections Tributary Load Width 'W' = Purlin Spacing 3'- 0"' 1 T-6" '4'-0" 1 4'-6" 1 T-0" 1 5'-6" 1 6'-0" 1 60-6" 7'-0" T-6" Allowable Height 'H' / bending ,'b' or deflection 'd' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9' b 8'-2" b T-0' b T-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" C 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11' b 8'-5" b 7'-11' b T-7" b T-3' b 6'-11" b 6'-9" b 6'-6" h 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 T-11" b T-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 121r2" d 11'4" d 10'-11" b 10'-5" b 9'-11" b 91-6" b 9'-2" b 81-10" b 8'-0" 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 81-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" bi 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 1 V-6' b 11'-0" b 101-8" b 10'-3" b 2" x 5" x 0.050" S.M.B- 23'-7" b 21'-10" b 20'-5" b 19'S' b 18'-3' b 17'-5" b 16'-8" b 16'-0" b 15'-5" bi 14'41" b 2" x 6" x 0.050" S.M.B. 26-1" b 24'-2" b 22'4' b 211-3" b 201-2" b 19'-3" b 18'-5" b 17'-9" b I'-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 7'-7" b 7'-4' b 7'-l' b 2" x 3" x 0.045" Snap 14'-4' b 13'-4" b 12'5" b 11'-9" b 11'-2" b 10'-7' b 10'-2" b 9'-9" b 9-5' h I 9'-1" b 2" x 4"x-0.045" _ __ Snap- 17'4" b 16'-3" b 15'-0"- b. 14'-4" b 1 13'4"_7 12'-1.1"_ bi 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind oust at 120 MPH velocity: usind desian load of 13 SF Sections Tributary Load Width W = Purlin Spacing 3'-0"' 3'-0" 1 4'-0" 1 4'-0" 1 5'-0" 5'-6" ! 6'-0" 6'-6" 7%0; r-a Allowable Height ' H' / bending W or deflection'd' 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b T-6" b 7'-l" b 6'-0" b 6'-5" b 6'-l" 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 7'-l" b 6'-10" b 6'-7" b 3" x 2"-x-0.07.0" . Hollow _ 12'-1" d 1l'-5" b 10'-8' b 10'-l" 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 r 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2"-x- 4"'z 0.050" Hollow 14'-11' b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 1 10'-2" b 9'-9" b 9'-5" b 2" x 5" x 0.050" S.M.B. 21'-8" bi 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16-0" b 15'-4" bi 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 T-11" b 7'-7" b 7'4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'A" b 2" x 4" x 0.045" Snap 16'-2' b 14'-11' b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5' b 10'-11" b 10'4" b 10'-3" b rur a secono wino ausr ar i su mv-n veiocirve usinn aesian inan nr j ti artir Sections Tributary Load Width'W' = Purlin Spacing T-0"' 1 T-6" 4'-0" 4'-6" 1 5'-0" 5'"6"1 6'-0" 1 6'-6" I 7'-0" 17'4" Allowable Height ' H' /bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1" b T-6" b 6'-11" b 6'-7" b 6'-3" b A 1" b 5'-e" b 5'-6" b 5'-3" b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b T-2" b 6'-10" b 6'-6" b 6'-3" . b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b T-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4' b 6'-1" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2' b 7'-10" b 7'-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11" b 11'-1' b 10'-4" b 9'-9' b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'-10" b T-7" b 2" x 4" x 0.050" Hollow 1T-11' b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10-3". b 9'-10" b 9'5" b 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9- b 13'-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22'-4" b 201-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4' b T-10" b T-5" b 7'-l" b 6'-9" b 6'-6" b 6'-3" b 6'-1" b 2" x 3" x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-l" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-l" b 1 7'-9" b 2" x 4" x 0.045" Snap 15'-1" b 1 T-11" bi 13'-0" b 12'-4" b 1 V-8" b 11'-1" b 10'-8" b 1 10'-3" b 9'-10" b 9'S' b noies: 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. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214568, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674 T74 FAX (386) 767- 6556 COPYRIGHT 2003 PAGEA NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3"39 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORIN0 TAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD OD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" Z Qujw.. . S. M.S. OR WOOD SCREWS @ a D, 12" O.C. — ROOF PANEL R® OFlPANEL T`®!fi(ALL ®ETAIL SCALE: 3" = T-0" NOTES: 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. El_ LCim 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. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX214368, SOUTH DAYTONA. FL32121 TELEPHONE ( 386) 767-4774 FAX ( 366) 767-6556 I © COPYRIGHT 2003 7- 4 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 Table 7.3.6 Allowable"Spans for 0.024" PRO-FAB Composite Panels. w/ EZ`LOCKJor,Various Metals USA, Building Products Southeast-=lnc.• __-`-- ManufacturersProprietary.-:Products Alu nmuri Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" r 48" x 0.024" Roof Panel wl F2-1 ACK Wind Region Open- Structures Mono - Sloped Roof Screen Rooms, Attached- Covers-.. Partially Enclosed Enclosed Overhang I Cantilever All Roofs 1& 2 span 3 span 4 span 1& 2 span, z 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 100 MPH 21'-4" 23'-10' 23'-0" 20:;4-"' 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1- 1T-9" 16'-3" 4'-0" 110, MPH 21'-4" 23'-10" 23'-0" 18'-8"_, 20'-11" 20'-2" 11'-7" 13'-6" 13'-l" 13'-9" 15'-4" 14'-10" 4--0" 120 MPH 120'-4" 22'-9" 21'-115 1T-5" 119'-5' 18'-10" 10'-8" 12'-5" 1V-6" 17-6" 13'-11" 13'-6" 4'-O" 123' MPH 19'-6" 21'-10" 21'-1" 15'-1-1" 18'-11' 18'3" 10'-5" 11'-7" 11'-3' 11'-8" 13'-8" 13'-2" 4'-0- 130 MPH 184" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 9'-10" 10'-11" 10'-7" 11'-1" 12'-11" 12'-6" 4'-0- 140 MPH 12'-4" 13'-911 1313" 174" 13'-9" 13'-3" 9'-2" 10'-3" T-1 Vj 101-3" 111-6" 11'-1" 4'-3" 150 MPH 12'-4" 13--9" 13'-3" 12'-4" 13'-9" 1 1T-3" 8'-7" T-7" 9'-3-1 1 9--6" 10--8- 10'-4" 3'-11" 4" x 49" r n WWI Rnnf Panel WI F7-1 nr-K In.-..., Wind Region Open Structures Mono - Sloped Roof , Screen Rooms Attached Coven; Partially Enclosed Enclosed Overhang I Cantilever All Roofs 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3- span 4 span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2- 13'-3" 14'-10' 14'-4" IVA- 18--0" 17'-5'- 4'-0" 120 MPH 22'-3" 24A1" 24'-1" 19--1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'-4" 14'-10" 4'-0- 123 MPH 21'-5" 2T-11" 23'-2" 18'-6" 20'-9" 20'-0" 1T 5" 20-11 14'-6 4'-0" 130 MPH 19'-9" 22'-1" 21'-1" 17'-5" 19'6"18'-10, 10'-9" 12'-7" 11-8" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-T 13'-6" 15'-1" 14'-7" 10'-l" 11-3" 010 11-3" 13'-3" 12-9" 4'-0' MPH 13'-6" 15'-V' 14'-7 13'-6" 15-1 7" 15010'-5" 12-4- 11'4" 1 4'-0" 5" x 48" x 0.024" Reef Panel w/ F7.1 nrIC 1 1"21— o.-.""-." Wind Region Open Structures Mono - Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang Cantilever All Roofs 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 17'-5" 19'-5- 16'-9" 19'-0" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10' 24'-11" 14'-11" 17'-7" 16'-2" 18'-2" 20'-4" . 19'-8" 4'-0' 120 MPH 25'-2" 28'-l" 27'-2" 21'-6" 27-1" 23'-3" 13'-9" 15'4" 14'-10" 16-6" 18'-8" 18'-0" 4'-0' 123 MPH 24'-2" 274" 26--1" 20'-11" 23'-5" 22'-7" 13'-5" 14'41" 14'-6" 15--l' 18'-1" 17'-6" 4'-0' 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11' 21'-3" 12'-9" 14%3" 13'-9" 14'-4" 16-11" 151-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'4' 17'-0' 16'-5" 11'-4" 13'-2" 12'-9" 13'4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0' 16'-5" 15%3" 17'-0' 16'-5' 10'-7" 12'-4- 11'-5" 12'-5" 13'-11" 13'-5" 4'-0" 5" x 48" x 0.024" Roof Panel wl 1177-LOCK 1 - d".1— o,,.".""_ Wind Region Open Structures Mono - Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang J Cantilever All Roofs 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 100 MPH 29'-1' 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 1T-2" 21'-5" 20'-8" 21'-8" 24'-3" 2T-5" 4'-0' 110 MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 17'-4" 19'-5" 18'-9" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 1 26'-6" 25'-8" 15'-1" 17'-7" 1 164" 18'-5' 20'-7" 19'-10" 4'-0' 123 MPH 26'-8' 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 14%9" 16'-6" 15'-11" 17'-10' 19'-11' 19'-3" 4'-0' 130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 14'-0" 15'-0" 15'-2" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 16'-9" 18'-2" 12'-11" 14' 6" 14'-0" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 1 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18' 2' 11'-8" 13'-7" 13'-2" 13'-8" 15'-4" 14'-10" vai iuu, Panel Mum - room %viam r wan wlom * ovemang. Lawrence E. Bennett, P:E. METALS USATM CIVIL ENGINEER -DEVELOPMENT CONSULTANT BUl dlfi Products southeast, Inc. P.O. BOX214368,SOUTH DAYTONA,FL32121 1ld NORTH rod t , LEouth, FL 34748 TELEPHONE 6)767T67. 4774 TEL: ( 352) 787- 7766 FAX: (352) 787-4517 FAX(386)T67-655fi FLORIDA 1-800- 342-9077 NATIONAL 1-800-874-0002 PAGE COPYRIGHT 2003 7- 38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 0