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1213 Berkman Cir - BR08-001618 - SCREEN WALLS (A)CITY OF SANFORDtPERMIT APPLICATION Submittal Date: 5-[% q le,3 Application # : U I O / // Job Address: I I3 h I C / l L Value of Work: Parcel [I)' a v ` 3 b ` zJc1. 606 3.p fa Zol ing: Historic District: Square Footage: Description of Work: ........... ectrca•• • • Mechanical • • • • • Plumbing • • • • •Fire Sprinkler/Alarm Pool Sign . Permit Type- Building Electrical 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 Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): of Dwelling Units: Flood Zone: (FEMA form required ) Construction Type: # of Stories: g I ........... ....................... ............................................. e Contractor C%d•J6e&"9 , • A1IJItllI)Ulf' . •tC'%Q.LS%-5,. Property Owner: 6 / Voe AA t° Address: Address: An 0 s!`. ebb Phone _'J.3 a4 q State License Number: Phone E-mail: d Bonding Company: Mortgage Len er. Address: Address: Phone: Architect/ Engineer: Fax: AddreAddress: _ U u?- sview Contact Person: 1M T6 y Phone: 3 as l l Fax: ,3,3 0fft E-mail: eClSel?eZ 6rlandb @ 1456u.* it /) 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. 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 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 this permit, 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. X x Acceptance of permit is verification that I will notify the owner of the property of therequirements of Florida Lien Law, FSr 713. Signature ofOwner/Agent Date Signature of Con actor/Agent U Date I 5 Oe PrintOwner/Agent's Name Signature of NotaryState of Florida Date Owner/ Agent is — Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL Print VgWure oflmtary-State of Florida _ Notary Public St Flond y4 Marlette R Mostey P` My Commission DD672921 of w°' Ex ues 0 '106/2011 ac or gent is ers ly o Produced ID 1 FD: ENG: to Me or BLDG Special Conditions: Rev 07.07 CITY OF SANFORD PERMIT APPLICATION Application # : Submittal Date: 5-1/ g 1p3 j / 1 Uy Job Address: C I I3 C 1 K0/e l Value of Work: $ 1ParcelID: , a o I - 3 b 5-1 q- 6 o o d- 3 D 16 Zoning: Historic District: Square Footage: Description of Work:.................................................I.................... 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 Cale. 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): of Dwellin Units: Flood Zone: (FEMA form required ) Construction Type: # of Stories: g ..... .. ... , ...... . L A /U lrl cJ46_1 e.. Contractor: - eCi. Property Owner: + qe CUf DI. 6 V iihG) Address: o Ce/J 1%G f Address: 1?610 L b - _ 60 Phone: 3 3'0 State License Number: Phone: E-mail: L d r• Bonding Company: Address: Mortgage en e . Address: Phone: Architect/Engineer: Fax: Address: M T6i/ Phone: o 'ar}1FFax: u- 3'S 0 3f E-mai1:eGl 00Z6t'ICtndD Plan Review Contact Person- i/ ;/56u_*A /)e-T Application is hereby made to obtain a permit to do the work and installations as. indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. tion is accurate and that all work will be done in compliance with all applicable laws regulatingOWNER'S AFFIDAVIT: I certify that all of the foregoing informa construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THEFIRSTINSPECTION. 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 found in the public" records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Date Signature of Co actor/Agent Date Signature of Owner/Agent r-o l o Ire - Print Owner/Agent's Name Print C ntractor/ ent's me Signature ofNotary -State of Florida . _ Date g ure o Notary -State of Flori a Q Notary Public State ofForid8 Marlette R Mosley My Commission OD672921 or Expires 0 106/2011 Owner/Agent is _ Personally Known to Me or Produced ID Q APPROVALS: ZONING: ' _1 /6 UTIL: FD: to Me or. Produced ID ENG: BLDG: Special Conditions: Rev 07.01 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 a..,.:_:., .: 1•S 313' 312.31 1 js:a .9.., s DAVIO JOHNSON. CrA. ASA PROPERTY` BERKELEY CIRCLE n w oF-;- h` APPRAISER 4, i'I g. SEMINOLE COUNT( FL.—w—)—U 1101 E. FIRST d a sT SANFORD, FL 32771-1468 407-665- 75 6 Di7 r: i1b 4 TVCTA. Lidi; sY 2008 WORKING VALUE SUMMARY Amendment 1 impact not retiecte4. GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-3010 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: 1213 BERKMAN CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: REGENCY OAKS UNIT THREE Just/Marke_t_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 Portability -Calculator 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 301 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=28193051900003010&cp... 5/7/2008 Permit #: I Project Name: 08-1618 Screen Room Address: 1213Berkman Circle Plans Reviewed By: Richard Denman 407.330.5656 The Permit Os Subject 4® The FoHowi ng Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements ofthe 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. 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. DAZE,` PLOT hDESCRIPTION: (AS FURNISHED) ' AS RECORDED IN PLAT BOOK 72 PLOT 301,' REGENCY'OAKSKS UNI T THREEAGES9-11 OF ' THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS• BER PLAreDCIRCLE A5: - BERKELEY CIRCLE I RIGHT OF WAY VARIES 100.00' N 0'00" E n 1FL. Z O O I O 0 TT. Zz I 1.1 I I I 0IOo .. C" -. L I 1 I ' I V 100.00, TRACT r (COMMON AREA) I I. I I I I I m I I zI m i xy I IofZI 0 0 ny O z 3 1' I a RT I I I I i I f I I I OD I I I I I V 1 I I I I I yk, i I If i J 1 I I I I I i I OAOWAY, ACCESS, RECREATION, - IAND 5CAPE,. OIIAINAGE k U11LITIES 1" 30, PHIC, S 0 15 30 QUILDING SETBACKS 7 -- FRONT: 10, BUILDING POSITIONED PER LAYOUT REAR: 13' DRAWING PROVIDED BY CLIENT SIDE: 5' LEGEND, PREPARED FOR: BUILDING SETBACK, LINE CENTERLINE RIGHT MLW MINIMUM LOT MOTHPOSPOINTONBOUNDARYPOL V HOMES, OF WAY LINEXPROPOSEDELEVATION POINT ON LINE. PCC POINT OF COMPPULTECURVATUREPOCPOINT 1. ELEVATIONS ON CURVEUND PROPOSED DRAINAGE FLOW OR OFFICIAL RECORDr-.--- %PD . PLANNED' DEVELOPMENTL--s- CONCRETE A, SHOWN ARE PER ENGINEERINGFLANSPROVIDEDBYTHEPSM PROFESSIONAL SURVEYOR d MAPPER LB DENOTESDELTA ANGLE : w L DENOTES ARC LENGTH CLIENT. LICENSEDBUSINESSLSLICENSEDSURVEYORPRMC.B. DENOTES CHORD BEARING PC DENOTESPOINTOFCURVATUREIS"PLOT PLAN IS INTENDED FOR PERMITTING. PURPOSES NLY. THISISNOT INTENDEDPERMANENTREFERENCEMONUMENTPCPPERMANENT CONTROL POINT P) PER PRc DENOTES POINTOFINTERSECTION DENOTES POINT OF REVERSE CURVATUREPTFORTHECONSTRUCTIONOFEPROPOSEDHOUSE. REFER TOHOUSEPLANANDOPTIONSTFOR. CONSTRUCTION. PLAT GALE) DENOTES POINT OF TANGENCY . TYPICAL LL BUILDING SET BACKLINES SHOWN HEREON IS PER DATA RNISHED BY CLIENT AND ISFORCALCULATEDDFNNA/ C D FOUND WALKAIR CONDITIONER COW CONCRETE BLOCK WALL RPPOINTNLY.. INFORMATIONAL PURPOSESTHISISNOTASURVEYSSIDEWALKP1, ONC a oK ADPBRADIUSCSCONCRETESLABTHIS . IS A 'PLOT PLAN ONLY NCS G R/WCHORD LENGTH RIGHT- OF-WAY WAY IHAVEEXAMINEDTHEF. I.R.M. COMMUNITY PANEL NO 120294 0040 E DATEDNATURALGRADESQ. FT. SQUARE FEET ORBRUPOFFICIALRECORDS BOOK UP UTILITY PAD 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TOLIEINZONEXAREAOUTSIDE100F, 111. THE SURVEYOR HAS NOT ABSTRACTED THE YEAR FLOOD PLAIN THE SURVEYORMAKESNOGUARANTEESASTOTHEABOVE.INFORMATION. d LAND SHOWNHEREONFOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF 'RECORDWHICHPE.M.A. AGENTFORLEASECONTACTTHELOCALVERIFICATION. y MAY AFFECT' . TITLEOR USE OF THE LAND 2.'NO UNDERGROUND IMPROVEMENTS BEARINGSSHOWNHEREONAREBASEDON . THE WEST IN',' FqOFLGT - fi HAVEBEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT AN: AUTHENTICATED 3OI FIEU) DATE:) ELECTRONIC SIGNATUREAND AUTHENTICATED ELECTRONIC SEAL. a REVISED: A 11 v 8 E R l CA N SCALE 1" 30 FEET YOGAPPROVEDBY: S_ ________ qp PINGINC. JOB NO. VB000283 LOT 301 CERTIFICATION OF AUTHORIZATION NUMBER LBi8393 1030 N. ORLANDO AVE, SUITEDRAWNBY: R VIDUAL PLOTPLAN8-28-07 RAB PLOT PLAN Do- 2y_AB R 8 WINTER PARK, FLORIDA32789 407) 428-7879 FOR THE 0 Z FIRM WWWAMERICANSURVEYINCANDMAPPING. EOMDAMESJAYFILESPSM #4997DATE r t z> C i.z 02 8' x 13' Screen Room 1/4" = 2' Y Elite Roof 14' Top View 13' Front View 8'5" P SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS 7S H ) ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST 1i ICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM SEE TABLES 3A.1.4) I H 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: Iebpe@belisouth.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 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES f 3A.1.1 MAX. / H* UPRIGHT / HEIGHT (h) 1" k 2" MIN. 3-1/2" SLAB ON GRADE. VARIES OR RAISED FOOTING ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, PAGE 3A-37) W/ SOLID ROOF TYP. 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 Q FASCIA ALLOWED TIO N 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. - — SOLID ROOF — NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES SEE SEC w C9 Q Z X U W P = PROJECTION FROM BLDG. LW = LOAD WIDTH P' VARIES - -- NOTES: 1. ANCHOR 1" x2" 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 T-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1 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.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-U31 130 1 140 1 150 8 1 #10 1 #12 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, F132121 Telephone#: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpaQ bellsouth.net PAGE f © COPYRIGHT 2008 3A-2 NOT TO BE REPRODUCED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" 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 BEAM/HEADER ALT ATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ANGLE CLIPS MAY BE 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 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 21,x2"OR2"x3"OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1 " x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 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) 767.65M Email: lebpe@bellsouth net PAGE @ COPYRIGHT 2006NOTTOBEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-4 0 I SECTION 3A I SCREEN, ACRYLIC & VINYL 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/ 410 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. HROUGH SPLINE GROOVES IDE WALL HEADER TTACHED TO 1" x 2" OPEN PACK W/ MIN. (2) #10 x 1-1/2" W.S. IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO r'ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS Q 6" FROM EACH OST AND 24" O:C. MAX. AND JALLS MIN. I 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, FI 32121 Telephone M (386) 767-4774 Fax #: (386) 767.6556 Email: lebpaCbellsouth.het PAGE © COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PA"iQS. 4)1 /4" x 4". LAG BOLTS VV? 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 BOTTI W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS 1.......... SECTION 3A RISER PANELS ATTACHED PER 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 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 4: (386) 767.4774 Fax P. (386) 767-6658 Emall: lebpe(Qbellsouth.nel PAGE - fCOPYRIGHT20063A-I NOT TO BE. REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD A B C 2 SPAN UNIFORM LOAD l l l A B C D UNIFORM LOAD 3 SPAN A B C p E 4 SPAN NOTES: 1) l = Span Length tx = Overhang Length2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 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 214368, South Daytona, FI32121 Telephone C (386) 767-4774 Fax#: (386) 767-&Wi Email: IebpoUbellsouth.nel PAGE COPYRIGHT 2006 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3AT SCREEN, ACRYLIC & VINYL ROOMS Allowable Edge Beam Spans -Hollow ExtrusionsTable3A.1.1-120 for Screen, Acrylic or Vinyl Roomsusingdesign load of 13.0 #ISF. 48.3 #ISF for Max. Cantilever) For 3 second wind gust at 120 MPH velocity; um n 6063 T-6 20x 2" x 0.055" I bendin b' or deflec 2" x 2" x 0.04 Max. S an'L' 1 bendin 'b' or d6tlecthona Load Max. S an'L' Mnd o a dWidth (ft.) 1 & 2 Span 3 Span 4 Span Cantilever Widt ft.) an 3 Span 4 Span Cantilever 5'-4" d B'-7" d 5 5'_1" 6'-4" d 0'-11" d 5 6- 5'- 10" d 5'Ab 0'-11" d 7 41-0" d 51.71 d 5'-6" b g 4',-4" d. 5'-4" b 5'-1" 9 d 10 4'3" d 5'-2" 10 4'-0" d 4'-9" b 4'-7" b 0'-0" 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 11 3'-11" d 4'-0- b 4,-4" b o,-0" d d 12 3'-11" d 4'-9" b 4'-7." b 0'-9" d 12 3 -0" d 4'j1" b 4'-2" b 0'-9" 2" 0 0 Max. S an'L' 1 bendin b' or deflectionn'd3 x 2 x 0 5 bendin 'b' or deflec Load Load. Max. S an'L'. 11 , Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever Width ( fL) 1 & 2 Span 3 Span 4 Span Ce t lever e•- 0- d 7'-11' d 8'-1" d 1'3" d 5 5'•8" d T-1" d 7'-2" d 1'-1" d b 6,- 0„ d 7,-0- d 7'-7" d 1'-2- d 6 57-4" d 61,8" d 6'-9" d 1'-0 d 6 5,- 0- d 7'-1" d 7' 3- d 1'-1" d 7 5'-1" d 614" d 6'-4" b 0.11" d 8 5,$- 6'-11" d 1'-1- d g 4'-11' d 6'-0" d 5'-11" b 0'-11" d 8 6--0- d 6'-6" b 1'-0" d g 4'-8" d 5'-9" b 5'-T b 0'-11" d V- 1- d 61-3" d 6'-2" b 0'-11" d 10 4'S" d 5'-6" b 5'-3" b 0'-10" d 10 11 4'-11" d 6'-1" d 5'-11" b 0'-11' d 11 4'S' d 5'-2" b 5'-0" b 0'-10" d 111 4'11 d 5'-- b 5'-8" b 0'•11' d 12 4'-3" d 4'-1 V b 4'-10" b 0'-10" d 2" x 4" x 0.050" 1 bendin b' or deflection'd' Load Max• S an'L' 1 bendin b' or deflectlon'd' Max. Load Max S an'L' ax Width (ft.) 1 & 2 Span 3 Span 4 Span Cantlleve Width ( ft.) 11&2spanj 3 Span 1 4 Span I Cantilever a h ,- b 1 " e 8 8'$" d 8'3" d T-11' b 1'•3- G 7 0-2- d 9'-9" b 9'-5- b--1' 7- d 7 b 7'5" b 1'3" d e 7'-10" d b 8'-10" b1' 8"d T- 2" b 6'-11' b 1'-2" d g,$,b 8 q- b 15'd g 6'-9" b 6' 8" b 1'-1' d107,3- d 8'-2" b T-11" b U61-4- d7'-8" s' S" . b V-2" b 1'•1" d11 8'-11"b 7'-10' b 7'-7' b 1''d 6'. 1" b 5'-11' b 1'-0" d 12 6, 8- b 7'-6" b 7'3" b 1' 4" d Notes: Add horizontal distance from updg ht to center of brace to beam 1. Above spans do not Include length of knee brace. Connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, FI 32121 Telephone M (385) 78T-4T74 Fax #: (3e8) )7 Telephone Ernall: Iebpeabe0eouth.net PAGE © COPYRIGHT 2008 3A- 12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrrTEN PERMISSION OF LAWRENCE E. 6ENNETr, P.E. SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Screen, Acrylicrylic orHeights, Vlnyl Rooms ail Spans or Header Spans Aluminum Alloy 6063 T•6 For 3 second wind gust at 110 MPH velocity; using design Trload of3 IS Wldth'W' Purlin 1Loa For3second wind gust at'120 MPH:yetocity; using aesiyu Tab ptfa15.0 #ISF th Sections 3, 0eu.. ur"hta Hel bend 2" x SECTION 3A 2-X4" X0.050- 2" x 4" x 0.046" nQUVw S.M.B. 12'- 8" b 11'-8" b 11'-0" b 10'-4 b 8017" 0?2` 2" x 5" x 0.062" HollowE7b 4'-11" b 13'! 11" b 13 =2" b 12' 6" b 110'- b 191 5" b 10'1" b 2" x 5" x 0.050" S.M.B. 16'-8" b 152' 5 b 15'--011" b 5;" b 0° b 4?10" b 14'-80° b 4'-0" 2" x 6" x 0.050" S.M.B.b 6 -7 b 6 b 6'-4" b 6'-1" b 5'-10" b 5'-a" b 5'-52" 2" x 2" x0.044" 2" 9" x 0. 045" Snapb Snap b 7'- 11" b 7'-5" b 7'-0" b 8'-8" b b 4'-4" x x 4" x0. 045° Snabb b 8 9"" tr b' 7" b"b 5 b 4 10" b. 4'-18"" 4'-8" ti 3"x3" x 0. 045" Flutedx 6'4" 7. 0. 10'-0' b8 8"b 8'3" b 8' d" b 7'-0 3" x 0.060" 3" x 0.093" S uare,b S uare3"0.125" 11' d" b 10 8"" b b 8'-8" b 17-0" 3" x Suarab18' 6" b 15'-6' b 14'-9b 14'-0" b 13'-5" b12" b 12'-5b x0.125" S uare 1T-7" b brace to beam connection to e Notes: Include length of knee brace. Add horizontal distance from upright to center of 1. Above. spans do not abovespansfortotalbeamspans. 2. Spans may be Interpolated. LawrenceE. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P.O. Box214388. South Daytona, FI 32121 Talephone #: (386) 767.4774 Fax M. ( 386) 767-6650 Email: labpe®bell8ou0U* PAGE 1. 3A- 25 COPYRIGHT 2008 NOT RI BE REPRODU JNOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P I T r. r w j%w son iwlswao400 WAGS 7.4 1 tN• i.i i! i Uwjrww E. B P J6644 GIVL wag, gPR 7-4 fax Amommo GCRW HMM&WASHM M 1!r u, (B) PERPIANAmv) AT PAN 01W Al.T 'M-COS PMUMBEMTHOMrANAW wjum iRWF P TO BMW ' WHOP 10 1 f To "O L' mcoml 11 A{, LLOU um 000 OM mox(V 179wO PEN air PST opjw8A eNiHIBRI mpmomm qAmLwsw PANEL NMOWTM7). m mmul MUwWwSBq rAp FL#j. Cllllt.& VMS T&WWXE Mos pF R, MANWUr:• A . r. IL 1 .... I::..1. 1 .::..1 ... r... ..:::. ...•.. r....•.. •. .. .. . .... 1 T_ SECTION 7 SOLID, ROOF PANEL PRODUCTS I Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING 1801 N.W. 64th Street p,0. Box 214368, South Daylong; FI 32121388) 767 4774 Fax M (386) 767.6558 aonoi c3od ct_ s FL Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433TelephoneEmail: lebpa0bellsouthnec PAGE COPYRIGHT 2006 WHOLE OR IN PART WITHOUT THE WZITTEN PERMISSION OF Lp,WRENCE E. BENNETT, PF. 7 `Jij NOT TO 8E REPRODUCED IN 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'F71 or'!C'L or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120MPHorINMPHfor3secondwindgustvelocityload; 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 ID El A. Project name & address on plans ...... :....... ... ......... .................... mB. Site plan or survey with enclosure location ..................................... M E3C. 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: host structure area of attachment, enclosure length, and ........ E 01. Plan view with 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) m ED5. 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 E 0 A. 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 r Required Span @ 120 MPH 0 MPH o.00 (b or d) x 1pp.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** _J L- 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 ........................... El C3 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 Required Span @ MPH@120MPH0.00 (b or d) x 1-00 (b or d) x 1.040 (b or d) = Wind Zone Multiplier ** J L Exposure Multiplier ** Yes No C. Table 3A.3 with beam & upright combination if applicable ........................ D. Connection details to be used such as: 1. Beam to upright........................................................... 2. Beam to wall.............................................................. El4. 3. Beam to beam............................................................. IZIChairrail, purlins, & knee braces to beams & uprights ........................ S. Extruded gutter connection ................................................. 6. U-clip, angles and/or sole plate to deck ................................... I. . LLJE. Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 d vbsL fordw•............. ...... a dAe .....'.................•........... dt w. rn,r ................... •. oA9ILlmt ....................... Yon No 1' A preq„s4 ....................... _...,. -- mmialagam fir .y. w.•......• ^. d- W ........... rr..1• 46 ttbr .......:..............'....... Yoe Ld ..... r . 16 of bom to No" b. NsmObOrs °f................................... Rio bas# ............ HmdwdRodpWtoMOMi if mod.lore°"' .............. ................ ---- dfadom.........I--...........• ......: ............... L FQtfDba€ue "d.............. Yom No ar Aw8 ........ :........... bOdAW bet,. altouet• , .......:... • ............... yy,. . .... NOW o2 a