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1205 Berkman Cir - BR08-001616 - SCREEN WALLS (A)E VSANFORDPERMITAPPLICATIONCITYOF Submittal Date: Application # :1jt7- I z' MAf) l Ir'('/Q Ct 72 J rC. Value of Work: iobAddress: /0?05 +-"`— d S) 9 66003036 Zonin Historic District: Parcel ID: ,i . I g " P [/Qe4 f/ 5 Square Footage: — o....... f Work: C.......................................... Sign 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 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: # of Stories: gofDwelling Units: Flood Zone: (FEMA form required ) Property Owner ....... C 0py Contractor: C%d . 67ez. A/u prr U q eCi l6%s, V I 'h Q Address: /a 61&)4raul Address: r 1-L r Y b - i`J /% bd Phone: '>a 3'0702 "1 State License Number: C Phone: C E-mail• BMortgage Lender: Bonding Company: . Address: Address: Phone: -- Architect/ Engineer: Fax: Address: M Tdl%Q Phone: a. -d /1fFax- b. 3' D. E-mail: (5e eZ6t ICind' Plan Review Contact Person- lo 6u. fJt Il e7 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. ion is accurate and that all work will be done in compliance with all applicable laws regulating OWNER'S AFFIDAVIT: I certify that all of the foregoing informat construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. 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 thispermit, there may be additional restrictions applicable to this property that may be found in the public. records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of theproperty of the requirements of Florida Lien Law, FS 713. S XDate Signature of ofContractor/Agent Date Signature of Owner/Agent re Print X Print Owner/Agent's Name Pri t C ntractor gent's a w Signature of Notary -State of Florida Date Owner/ Agent is — Personally Known to Me or Produced ID APPROVALS: ZONING: 1 S'I ` " UTIL: FD: Special Conditions: Rev 07.07 of Marlette R Mosley My Commission DD672921 anR Expires 07/06/2011 Contr for/Agent is \ Persop I t e or roduced ID ENG: BLDG l 4 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON. CFA, ASA PROPERTY O APPRAISER SEMINOLE COUNTY FL. N o- 1101 E. FIRST ST SANFORD,FL32771-1466 I__I I I I I_J j Z) 407 - 665 - 7506 i9 2008 WORKING VALUE SUMMARY YArnenament 1 impact not retlecteu. GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-3030 Number of Buildings: 0 Owner: PULTE HOME CORP Depreciated Bldg Value: $0 Mailing Address: 4901 VINELAND RD SUITE 500 Depreciated EXFT Value: $0 City,State, ZipCode: ORLANDO FL 32811 Land Value (Market): $25,880 Property Address: 1205 BERKMAN CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: REGENCY OAKS UNIT THREE Just/Market Value: $25,880 Tax District: S1-SANFORD Assessed Value (SOH): $25,880 Exemptions: Exempt Value: $0 Dor: 0003- VACANT TOWNHOME Taxable Value: $25,880 Tax Estimator P_ortah ` ity_Ca_lculator 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount: $581 Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Value: $31,140 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 25,880.00 $25,880 LOT 303 REGENCY OAKS UNIT THREE PB 72 Permits PGS 9 - 11 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=28193 051900003030&cp... 5/7/2008 dull Ila.aIII IIall 1111111111A1111111111111111111111111111 I This Instrument Prepared By Tiffany Tefft 4901 Vineland Road, Suite 500 MARYANNE MORSE, CLERK t]F CIRCUIT. COURT Orlando, FL 32811 SEMINOt.E COUNTY BK 06745 pg 1219; (1pg) CLERK' S # 21007096487 RECORDED 07/02/2007 09:34:53 AM RECORDING FEES 10.00 RECORDED BY H DeVore Permit No. NOTICE OF COMMENCEMENT STATE OF FLORIDA, 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. 1. Description of property: (legal description of property, and street address if available) REGENCY OAKS UNIT THREE LOT 303 1205 BERKMAN CIRCLE PB 72, PGS. 9-11 75 d q o S'o`t X 3C?3o i 2. General description of improvement: NEW CONS R CTION TOWNHOME i 3. Owner information a. Name and address: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 0 4. Contractor: Pulte Home Corporation 4901- Vineland Road, Suite 500 Orlando, FL 32811 5. Surety f a. Name and address: b. Amount of bond $ j I I 6. Lender: (name and address) s 3 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: name and address) i 8. In addition to himself, Owner designates the following person(s)•to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes:(name and address) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is.sp-cified) Swom ubscribed b me this day of 200 Scott Paige (Attorney-i Fact) Owner' s Name : Pulte Home Corporation Signat otary P ic) Owner' s Address: 4901 Vineland Road Suite 500 Notary' s Name Orlando; FL 32811 TIFFANY TEFF7 Notary' s Commission Ex i MY COMMISSION # DO 520291 l.,. o EXPIRES: March 15, 2010 F y NNW 7hru NoWy Public Undenvrllers ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS s. N F y Permit #. Project Same: 08-461-6- Scre g loom Address: 120513erk4i , d cle Plans Reviewed By: Richard Denman 407.330.5656 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. t 1. 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 current 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 # Q l 4 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 303, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: - PLATTED AS: BERKMAN CIRCLE BERKELEY CIRCLE RIGHT OF WAY VARIES 1 00.00' N 90 00'00" E I ' 1 I t tl 17 7 vi 0 o L rtt' .. r v o t C " cp 4I -I t 1"-30' i o 60.0 tn GRAPHIC SCALE OAo-Z W r I I 10 15 30 O 17.3• o y bo OO'm 190 A 0, La---Io 1j a) O o m m I 42.7' u, I ' yrATl I O 11 1/31„ I q c7 O c Ln - I r y 01, o - I Zi n I rJ T Zi O O 1 I .U) 'o Amrqr .: CCl Or iI n 0J tC' eITS cI M m Iy c GC 12.7' mc O i /1 I f. 17 i D 0 r, C:J C) m I I i OQO' 00 m_ ___ I I J' o bn _I ---- c o T g Cp) ui I I O I ` — 42.7 0- t-- --- ' rl I I l._ B. Q (.n17s' co-1 L J J LJ ------ J q v c d : Cn O CP I:.. j ptDRNNAtE EASEMENT S 90°00;-'00" W--— I 1 ; 100.00' n ' TRAC1 A COMMON AREA) - - 1 ROADWAY, ACCESS, RECRI-A'IIUf I, - - I LAHOSC.APE, DRAINAGE Ss UTILIIIES i I C; o" I BUILDING POSITIONED PER LAYOUT BUILDING, SETBACKS DRAWING PROVIDED BY CLIENT REAR: 13' LEGEND SIDE: J' — ' — . — ' BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT of WAY LINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: XXX. X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD ' PULTE HOMES PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT 0 DENOTES DELTA ANGLE . CONCRETE L DENOTES ARC LENGTH 1. ELEVATIONS SHOWN ARE PER ENGINEERING PSM PROFESSIONAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE PLANS PROVIDED BY THE CLIENT. LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P) PER PLAT TYP TYPICAL NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (M) MEASURED A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (CALL) CALCULATED CBW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FND FOUND RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/,W CONCRETE WALK R RADIUS ADI BETE SLAB FURNISHEDBYCLIENT AND IS FOR INFORMATIONAL PURPOSES SSW SIDEWALK CS C CHORD LENGTH ONLY. CP CONCRETE PADR/W RIGHT-OF-WAY THIS IS NOT ASURVEYPBPLATeooKPGSPAGESORBOFFICIAL RECORDS BOOK THIS IS A PLOT PLAN ONLY NG NATURAL GRADE UP UTILITY PAD SQ. FT. SQUARE FEETHAVEEXAMINEDTHEF. I.R.M. COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE NO 120294 0040 EDATED4/17/95 AND FOUND LAND SHOWN HEREON FOR EASEMENTS, RIGHT THE SUBJECT PROPERTY APPEARSTOLIEINZONEXOFWAY, RESTRICTIONS OF RECORD WHICH AREA OUTSIDE 100 YEAR FLOOD PLAIN MAY AFFECT THE TITLIE OR USE OF THE LAND THE SURVEYOR MAKES NOGUARANTEESASTOTHE2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN ABOVE INFORMATION. PLEASE CONTACT THE LOCAL LOCATED EXCEPT AS SHOWN. F.E.M.A. AGENT FOR VERIFICATION. 3. NOT VAUD WITHOUT AN "AUTHENTiCATED ELECTRONIC BEARINGS SHOWN HEREON ARE BASED SIGyL. ATURE AND. AU ELECTRONIC SEAONTHEWESTLINEOF LOT 303 - AMII=ac.N FIELD DATE:) REVISED: . SCALE: 1" = 30 FEET U RV F=Y 1 " G c (MAPPING INC. FOR APPROVED BY: SJ CERTIFICATION OFAUTHORIZATIONNUMBERL3# 6393 THE JOB NO. VB000283 LOT 303 - 1030 N. ORLANDO AVE, SUITE B 0% FIRM INDIVIDUAL PLOT PLAN 6- 28- 07 RAB WINTER PARK, FLORIDA 32789 DRAWN BY: (407) 426-1979 PLOT PLAN 06725-07 VH/ RA9j WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES JAY JILES PSM #'4997DATE 8' x 13' Screen Room 1/4" = 2' T 00 i t Y Elite Roof 14' Top View 9. 8'5" 60 bA 2 8'5" 60 bA 2 9 SECTION 3A SCREEN; ACRYLIC & VINYL ROOMS Upright Heights, Chair Rail Spans or Header SpansTable3A.2.1 Allowable Acrylic I RoomsorvinylforScreen, cry Y Aluminum Alloy 6063 T-6 design 13 SF For 3 second wind gust at 110 MPH velocity; using T but Loald Width Purlln S acin1111 4.615'_0- 5_6- 6,-0- Sections Allowable Hal ht 'H' I bendln b' or deflection'd' 2" x 2" x 0.044 Hollow B'-5" . b 6'-11" b e--4" b b 4W-8- b 6'-5" b b' 2" b. 4 1"• b 4, 0" b 2" X 2" x 0.055" Hollow T 4" b 6'-9" b b 5'-1 8'-4" b 6'-11' b 5'-9" b b' 6" b 6'.3" 1. b Z b 4'-11° b 3" x 2" x-0.045" Hollow T-9" b 11'-9" b T-2" b, 17,.8, B'-8" b b'- 0" b 51-8" b 51-6" b 3" x 2" x 0.070" Hollow . Hollow 8 -4 b b 7 -2" b 6'-9" b 6'-5" bb 6' 2" T-8" b T-d" b T_i" b 6'-10" b 6'-7- b 2" x 3" x 0.045" 2" x 4" x 0.050" Hollow 10'-5" b 9'-7" b 8'-11- b 12' 8"; b 8' e" b 11'-i1' b e'-1" 8'-11'- b 8' 6" b 2" x 5" x 0.062" Hollow 14'-T b 13'-8° b 13'-6" b12'-8" b 11'-10" b 11'-2" b 10' 7" b ` 10'-1" b 9'-8" b 9'-3" p 2" x 4" x 0.046" S.M.B. S.M.B. 17 b 118'-8"y 15'-10" b 15'-0" b 14'-4" b 13'-8" b 13' 2" b 12' 8" b 12' 3" b2" x 5" x 0.050" 2" x 6" x 0.050 , S.M.B. 19 1T-1 " b b b 6,' 11" b b-10" b 2" x 2" x 0.044" Snap7'7 b 8, 7" b T-11" b 7T b 7.2" b 6'-10" b B'-6" b 6'-0" 2" x 3" x 0.045" Sna Sna 9 -3 b 1 1 0 5' b" b 5' 2" b 4'-11"" b 4'-10° b 4' E' b0.045" Fluted b 6010" b 6'-4" b b 5'-8" b b 8 8 b 8'-1" b3" x 3" x 0.045" 3- x 3" x 0.060" Square 9'-0" b 13'-2" b 2 b rir-5- b 10 9"" b 0 -3" b 9' 9" b 9'-4" b 8 -11" 3" x 3" x 0.093" S uare S uare 1S =10" b 7 18'-$"" b 15'' 10" tr 15'11" b 14' 5" b 13 =10" b 13' 4" b 12 =11" b3" 0.125" i 3" x x 4" x 4" x 0.125" S uare 20 b' b 17 $" b design 18'-8" b SF, For 3;second wind gust at 120 MPH velocity; using Tbutfa15.0 th 'W m Purlin S acln 3'_6- 4'-6- 4'.6- Sections 3,-0„ Allowable Hai bendln 'b' or detlection'd' 3` 2" x 0.044" Hollow 6'-11" b b' 8° b 6- 1" 6'-71 b 6 73" b b'-0" b 4'' 1-00" b 4'-0" b 4''-6" b 41-4" b2" x 2" x 2" x 0.055" Hollow 6'-10" b 6'-4" b b b W-3' .b 5'-11" 5'-4" b 5'_1- b 4'-11" b 4'-9" b b 4'-T b fi'-11' b i 2" 0.070" Hollow 7.-2" b 10'-11- b 6'-8" b 10'-1" b 9'-0" b 8'-11" b 8'-0•. b 8'-1" b 5'-S" b T-9" b 6'-8" b 7'-5" b 5'•3° b T_2" 5t1" b 4'-11" b 3 3" x x T-9" b T_2° b 6"gw b 6' 4" 8'- 7 b 2" x 4" x 0.0So" Hollowlow 9'-8" b 12'-8" b 8'-11. b 11-9 b 1s -0"° b 10 4" b 9'-. 0" b 9 =5" . b 8'-101" b 9 8' 8" b 8'-4" b 2" x 4" x 0.046" S.M.B. Hollow 13-7- b 2T- 12' 8" b 110'- 1- b b 10-11 b 5017" b 0?2" b 2" x 5" x 0.062" 2" x 5" k0.050" S.M.B. 16-1 b 1 " b 13'-11" b 13-2" b 15'-01. 14'-80' b 4' 8" b I 2" x 6" x0.050" S.M.B. 18'-0" b 16 8" b 8.2' b 5'-9' b b 5'3" b b 4? 0" b 2" x 2" x 0.044" Snap T-1" b 711" b 6 -7 b T-2" b 6.10" b 6'-i" b 8'-5" b 2" x 3" x 0.045" Sna 8 10-1 b 8' "" b 89" b 8 -3" b 7_ p" b 7 6" b fI 2" x 4" x 0.045" 3" 3- x 0.045" Sna Fluted e'-10" b7 6: b 9.1 Y b 6'- 0" b 6'-6" b 8'-3" b 5'10" b. 6-0" b 5--0" b b x x 3" x 0.060" S uare 8'-5" b, 17-3- b 7 -9 b 11',4 b 7 -3 10' 2" b 12'"11" b 82'-85• b i8 -1 - b TI- 8" b 1-4 bI t S" x S" x 0.093" 3"x3".x0.125" S uare 3 uare 17-7 b 16 3 b 15 14' 4" b 15'-G" b 3 6 14'-9" b 14'-0" b 13'-5" b 12' 11 b 12'-!i° b 12-0",b i 4" x 4" x 0.125" S uare 19'-0" b 1T-7" b 18' 6" b brace to beam connection theNotes: not include length of knee brace. • Add horizontal distance from upri ht to center ofg 1.• Above spans do above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214366. south Daytona. FI 32121 Telephone #: (388) 787.4774 Fax $: (3W) 767-65W Email: Iebpe®baile0u0 t 3A-25 COPYRIGHT 2006 THE WRITTEN PERMISSION OF Lpyy{ZENCE E. BFIJNETT. P NCT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT SECT ION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Bea -H000mllow Extrusions for Screen, 48.3 #ISF for Max. Cantilever) For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #ISF. um n 6063 T-6 2• x 2" x 0.055" 2" x 2" x 0.04 " Load Max. S an ! bendin 'b' or deflectiMn'd oad Max. S an'L' 1 bendin 'b' Or deflect aax'. Width ( ) 1 & 2 Span &Span 4 Span Cantilever Wldt ft.) an538pan 43pan Cantilever _. 8'- 0" d 6'-4" . 0 -11" d 61_ 7" _ d 6'-9- d 1'_0• d A 5 8 5t0" d W-3" d 6'-4" d 0'-11' d 5'_ 10^ d 5'-11" b 0'-11" d 7' 4,- d b'-11" d 5'-11" b` 0'-11' d 7 4' &" d 5'-7^' d 5' 6" b 0'-10" d 5'- 4" b 5'-1' b 0'-10" d 8 4'-7" d 5'-8" . d 5'-7" b 0'-10" d 9 4'-5' d 5'S- _ d 5-5^ b 0 -10' d g 4'-2" d 5'-0" b 4'-10' b 0'-10" d 10 4' 3" d 5'=2" . b 5'-0" b 0'-10 . d 10 4'-0" d 4'-8" b 4'_7". b 0'1 d 4A- " d W-11" b 4'-8" b 0.-0. d 11 3'-11" d 4' g" b- 4'-4" b 0' 8 d 11 4 - b 4,-2" b 0, 0„ d 12._ 3'-11" d 4'-9" , b 4'.7" b . 0'-g" d 12 3'" d 2" 0.0 0" Load Max. 8 an'L' I bendin 'b' or deflecNMaxd Load Max. Span'L'. / bendindeflectlMax. Width (ft.) 1 & 2 Span , 3 Span 4 Span Cantilever Width ( it) 1 & 2 Span '3 Span 4-Span Cant lever 5- g,•b- d 7,_11. d g._1^ d 1'-3^ d 5 5'-8" d 7'-1" d 71-2" d 1'-l" d 6 6,-0„ d 7+5" d 7'-7" d 1'-2" d e 5-4- d 61-81, d 5-0• d 1'-0" d 5,. 8- d 77-1" . d T-3" d 1'-1" d 7 5,_1" d 6'-4" d 6'-4" b 0'•11" .d 7 5'- 8" d 6'-9" d 8'-11" .d 1'-1" d 8 4'-11' d 6'-0" d 5'-11" :b 0'-11" d 8 5. 3- d 85" d g•g^ b 1'-0" d 8 4 g" d 5 -9" b 5'.7- b 0.11 d 8 10 5'_1" d 61-3 d 6'-2" b 0'-11" d 10 4'S" d 5'-6" b 5'-3" b 0'-10 d 11 4'-11 d B'-1" d 5'.11° b 0'-11- d 11 4'-5" d 5'-2". b 5'4 b 0'-10". d 72 4'.9" d b'-10" b 5'-8" b 0'-1l' d 12 4'S" d 4'•11$ b 4'-10" 'b 0'-10" d 2" x action 2" x 3" x 0.045" deflectlond' Load Max• S an ! bendindeflx. Load Max. S an'L' I bendin 'b' or . Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever Width ( ft.) 1 & 2 Span 3 Span 4 Span Cantilever 5 7'.1- d g'-0" d 8'-8" 11'- 4" d 11'-2" b 1'-8" d ti 8'-8" d 10'-7" . b 10'•3" b 1'-8" d 6 6-$- d 8_5" d 7.-11• b 1'3 d 7 8'-2 d 9'-9" b" e''S• 7 6'-4" d 7'-8" b T-5^ b 1-3" d 8 T-10" d b 1`8 d 6 6'_1- d. 7t2" b 6'-11" b 1'-2" d 9 - 1 - d 8,_8- b 8'-4 b 1'-5" d g 5'-10" d 6'-9" b 6'-6 b 1'-1" d 10 7'S" d 8'-2" b 7"-11" b 1'-5" d 1 p5'-7" d 6'.ti".. b B'.2" b .1'-1" d i 1 6 -11" b 7 -i 0b 7,.7- b 1'-4 d: 11 5'5" d 6'-1° b 5'-11" .b 1'-0" d 12 6'-8"` b T-B" b T-3" .b 1'4" d 12 5'-3" b 6'-10" b Notes: upright to center I brace to beam 1. AboVe spans do not include length of knee brace. Add horizorltel distance from connection to the above spans for totalbeam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL ,,?644 1CIVIL, p, OBoR T RAouth ENGIEE21Telephone M (388) 767-4774 Fax #: (388) 767-8556 Email: lebpe®be0811thJWt PAGE © COPYRIGHT 2006 N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 9ENNErr, P.E. 3p"• Z NOT 70 BE REPRODUCED I SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A UNIFORM LOAD UNIFORM LOAD A B 4 SPAN NOTES: 1) 1,= Span Length a, = Overhang Length for equally spaced distances between supports or anchor points. 2) All spans listed in the tables are 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence. E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box V4368, South Daytona, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpaCbellsouth.net PAGE Q COPYRIGHT 2De6 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r -• SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PAS: 4)1/4" x 4". LAG BOLTS VVT 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 1. .. ... ... * .... ... h' 4 e TYPICAL UPRIGHT DET L SCALE: 3" = V-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO.POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" 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 Q 6" FROM EACH POST AND 24" O.C. (MAX.) 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-B558 Email: lebpe@belisouth.net PAGE COPYRIGHT 2008 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7 SECTION 3A 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. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER kTTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED TO x 211 OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S: IN SCREW OSSES' FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O,C. MAX. AND JALLS MIN: 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. Fl 32121 Telephone #: (386) 767.4774 Fax #: (386) 767 8556 Email: .lebpeQbellsouth net PAGE © COPYRIGHT.2006 LE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A"6 NOT TO BE REPRODUCED IN WHO RWF FAWN PRODUCTS s V iD sCa1.E S" 9.0" WMEANk qD SChlL 8`' ice' s s x4mmom OPAL COW ClrL & o Hio• rW TiRIL OOP:P$iYYE tB iaW1Rl' I • • 1.Y-1 `a-LI - t Imo•• Fr. r-1 • _ Py- J6644 1ITM . OWN pmu*ar4 7.4 B" SPAM 0 0 i F- __ wow we"- . h VLSI.[' 14I. 1j3 CA PAN PMS EACH 90 tiMAW &WAMOM 8xi111 .e•C 1 PAN ANa PT PAN WM AUMMAIS WOW" PI1N Wig XaMEpjoCF F7 W-AM RoWp tOB EAL M LUMANLINI oetAT# To to Imo' WOMMI A 0m I FM 91OXW 1jAwO FW air, PMALF pjw MA PAM 1l). xmnmu Alumo REAM0644 m OUQIWON °Fag 'fir Mm 741 at ................ ir 4&W Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual byLawrenceE. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B'7/1 or'C' or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or IW MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Ed Senez Phone: 386-775-4915 Contractor / Authorized Rep* Name (please print) Date: Contractor / Authorized Rep* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No E A. Project name &address on plans ...... :.................................. EDB. Site plan or survey with enclosure location .................................... mC. Contractor's / Designer's name, address, phone number, & signature on plans mD. Site exposure form completed ................................................. E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ EZI projection from host structure 2. Front and side elevation views with all dimensions & heights ................. 3. Beam span, spacing, & size ................................................ Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size .............................................. Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing .................................... Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ................. ...................... Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes No. mA. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span 120 MPH @ MPH@ 0.00 (b or d) x 1p.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** --I I Exposure Multiplier ** Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 Design Check List for.Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... ID Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height d- Required Span @ MPH@120MPH0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier " —J L— Exposure Multiplier" Yes No C. Table 3A.3 with beam & upright combination if applicable ........................ D.Connectiondetails to be used such as: i91.ti upright ........................ .................... Pr 2. Beam to wall ................. . 3. Beam to beam ............... ............... ..... ..................... ..... 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection .....' 6. U-clip, angles and/or sole plate to deck ...................................... Ltj E. Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 yes g i. oud8 ............................'............ e 46 .- . tberAB 9L • g Cll • ............... .•.."' 0 mm&. mmmlow"Offl*4............ CiM •..:.. ........... aipt• ' L ate .......... wd Pend e.......- .._ L ...... ....... _.... -- a. ya No 4, *slwW is ohs °" ` MM ..... tso ova oftr ofb bd 1r. Nui...........:...................... ism .........— d. itc W` ordoatr IMM jr{ Aam. •,......... .•....................... r ." L'+ """ ..... .. ...... ...... .. w is Wi1P 1 .......................... a.... i. r.r+ th ta arbGW ... .. d. Rod NOW 02 s j SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO I SCREW BOSS 2) #10 x 1 1/2" S. M, S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 114" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN, 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALT ATE HOLLOW UP HOLLOW UPRIGHT T SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER GHT TO BASE BEAM DETAIL ANGLE CLIPS MAYBE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE HEADER BEAM ANCHOR 1" x 2' CHANNEL TO 4) #10 x 1/2" S.M.S. EACH SIDECONCRETEWITHIS ® OF POST1/4" x 2-1/4" CONCRETE ANCHORS WITHIN 6" OF EACH H-BAR OR GUSSET PLATE SIDE OF EACH POST AT 24" 2" x 2" OR 2" x 3" OR 2" S.M.B. O.C..MAX. OR THROUGH POSTANGLEAT24" O.C. MAX. MIN. (4) #10 x 1/2"S.M.S. @ MIN: 3-1/2" SLAB 2500 PSI EACH POST CONC. 6x6-1 0x1 0 W.W.M. OR FIBER MESH 1" x 2" EXTRUSION VAPOR BARRIER UNDER d-° .' ° ° 4°'.' 11-1/8" MIN. IN CONCRETE CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone M (386) 767-4774 Fax #: (386) 767.6556 Emall: lebpe@ bellaouth.net PAGE ©COPYRIGHT 2008 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-4 NOT RI j SECTION 3A SCREEN; ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3, 3A1.1 & 3A.1.2) 77HEIGHTH* 1" is 2" MIN. 3-1/2" SLAB. ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM OF 1" x 2" PLATE TO'BOTTOM OF WALL BEAM) TOP LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2 P/2 @ FASCIA ALLOWED SEE`SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS WSEETABLES) O.H. z SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES VARIES P' VARIES ;. NOTES: 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. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.34. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 150123130140 8 1 #10 1 412 1 #12 TYPICAL SCREEN: ROOM., SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL'& STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386)767.6556 Email: lebpa Cbelleouth.net PAGE © COPYRIGHT 2008 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS CI 11 I I II ; !"` ALUMINUM ROOF SYSTEM I.. PER SECTION 7 CARRIER BEAM POSTrl ( r' ICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE 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) 767-6556 Email; lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 7 SOLID, ROOF PANEL PRODUCTS Lawrence E. Bennett, P.E. FL # 1664440 Elite Aluminum Corporation CIVIL 8. STRUCTURAL ENGINEERING 1801 N.W. 64 Street P.D. Box 214368.'SoUth Daytona; FI 32121 Y peooi Roduct _ _ Ft Lauderdale; FL 33309Tel: (954) 491-3700 Fax: (954) 491-1433Telephone #: Emall:71bpeCloollso0th.net 80) 707 (i558 PAGE ©COPYRIGHT 2008 7-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE NRf1TEN PER1w11gSI0N OF LAWRENCE E. aENNETT, P E.