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1221 Berkman Cir - BC08-001620 - SCREEN WALLS (A)g CITY OF SANFOR6YPERMIT APPLICATION p Submittal Date: 9 d Application # : / j •+ j / • v Job Address: / aL ble"14 f) C, I t, /e l Value of Work: $ Parcel ID: 010 " i ' -3 0 - S J' - 6 D 0 —Cf Zoning: Historic District: 0-0DescriptionofWork: Square Footage: Permit Type:. Building • • • • • • • • Electrical • • • • •• • • , •• • • • • Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy 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 L A/uM u 1& 16r5. --l l Q Contractor. • Property Owner: (- - to -f4 A'%e Address: Address: V j jl e A 9 Gl Ancio, -L 3?-8j v _ l 1?hone: 3"o I q State License Number: Phone: G i E-mail: L d r• Bonding Company: Address: Mortgage en e . Address: Phone: Architect/Engineer: Fax: Address: u Plan Review Contact Person: /%M T6 i Y Phone: U a 3'ac I1fFax: l • Offf E-mail: !., 5S'Aez 6riandbOE be. iA 67' 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 Toning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR NTHEJOBSITEBEFORETHEF RSTOINSPECTION: FOYOUPINTEND TO OBTOAIN FINANCING, CONSULT WI HSYOUR LENDER OR AN ATICE OFCOMMENCENTMUTBERECREDANDOTTORNSTEDEYBEFORERECORDINGYOURNOTICE 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 lentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. thiscounty, and there may be additional permits required from other governmenta Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 0 Date Date Signature of Co$tractor/Agent SignatureofOwner/Agent a e Print Owner/Agent's Name Print C ntractor/Agent's Na'e r I . A _ Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: 1 1 06A-JL lure of Notary Produced ID l tate of on a ate Notary Public State of Florida Marlette R Mosley My CommissionDD672921 Expires 07106/2011 ENG: BLDG: Special Conditions: Rev 07.07 Z, CITY OF SANFORD PERMIT APPLICATION v Application # :. 0 / .1pa' Submittal Date: Job Address: / a G M,4 h I le -,JC(, J7' f- Value of Work: $ ' Parcel ID: _q e- / "1 G, -3 D - 51 q - 6 6 zoning: Historic District: 0Ilee l 6JO-05 Square Footage: DescriptionWork:............................................................. 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 T—.- Rrciriential Commercial Industrial Occupancy Use Group(s): Construction Type: of Stories: # of Dwelling Units: Flood Zone: (FEMA form require CorpContractor . d• /7 V/ -eei&.1 s liir Property Owner: l. 111 151 Address: o D eer)4ml Address: 6 61 - 5% 166 Phone: 3a3- q State License Number: / bd5 7d Phone: E-mail: Bonding Company: Address: Mortgage Lender. Address: Phone: Architect/ Engineer: Fax: Address: U Plan Review Contact Person: i/M K'/ y Phone: D a ' aa yFax:--3 3 D E-mail: l/1eZ 6r C dD ii5au f'!i n e-T 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. foregoing information 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 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR FIRST IMPROVEMENTS IONOFOUR YOUPROPERTY. A INTEND TOO OBTICEOF TAIN FINANCING, CONSULT WITHNT T BE RECORDED AND YOUR LENDER OR AN ATTORNSTED EY BEFOREN THEBSITEBEFORETHERECORDINGYOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public. records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. x Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature ofOwner/ Agent Date Signature of CoOtractor/Agent Date Print Owner/ Agent's Name Signature ofNotary- State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: — 0 FD: T...kk T I - e q1 4tractor/ Agent's Na e ry-State of on a 00 Notary Public State of Floridt Marlette R Mosley My Commission Dub 72921 p aQ Exoires 07106/2011 Produced ID ENG: BLDG: Special Conditions: Rev 07. 07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PAIRCE.1— 3E T;'Al D"IDJOH SOWCFA,ASA PROPERTY SEMINOLEs000NTY _ 11011 1.° E. FI ST 9AHF016FL- 32771-1468 407-665/ 7508 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-2990 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: 1221 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 Portability Calculator 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount. $581 Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Valuer $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... MI LOT 0 0 1.000 25,880.00 $25,880 LOT 299 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.orglweb/re web.seminole_county_title?parcel=28193051900002990&cp... 5n12008 This Instrument Prepared By: . Tiffany Tefft 4901 Vineland Road; Suite 500 Orlando, FL 32811 illll 11 lllilllitlll{111141111111{111111111811111111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY DK @6745 Pg 18151 (49) CLERIC' S # 200709F,483 RECORDED @7/&o/20jt7 0904:53 AM Permit No: RECORDING FEES 10.0a RECORDED BY H DeVore 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 accordancewithChapter713, 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 299 1221 BERKMAN CIRCLE PB 72, PGS. 9-11 y 30 s a 00- -M' 2. General description of improvement: NEW CONSTRUCTION TOWNHOME 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.): 4. Contractor: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 5. Surety a. Name and address: s b. Amount of bond $ 6. Lender: (name and address) 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) 3.. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice asiprovidedinSection713.13(1)(b), Florida Statutes:(name and address) Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn d subscribed befQm me his day of c 2004 Scott Paige (Attorney-in-F i Owner's Name : Pulte Home Corporation Signatu o tary P I' ) Owner's Address: 4901 Vineland Road Suite 500 Jotary's Name Orlando, FL 32811 irPY CP FANY TEFFT ir? F. *= MY COMMISSION # DD 570c91 Jotary's Commission Expires • EXf'IfiF9: March 15, 2oto BondedThtu Notary PuN;0Unde vt ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS A a Permit #: Project Name: 08-1620 Screen Room Address: 122f Berkman Circle Plans Reviewed'By: Richard Denman 407.330.5656 The Permit 0s Subject g® The Following 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. f i n PLOT 1:1LAN DESCRIPTION;. (AS FURNISHED) LOT 299, 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 100.00' I I II 05 UU rn p o oulo 1'*1 D odZi..Io goi0 n I f,'1 F I I cn v 1 I I I 1 I ' I I I I 1 I I 1 I ' I I II i GRAPHIC SCALE 15. 30 I I I z I x I I' ll, 1 N I w I r p O c I m I p I z 1 1 mI I I I i I. I I I C11 ; I 00 I It ' 8T 99 I0'?:U9'- 17 11' DRAINAGE EASEMENT S 90*00,00" W ^( I 100.00' TRACT A 1 I 4COMIdOrl AREA) ROM AY, ACCESS, RECREATION, LANOSCAPE, DRAINAGE d: UTILITIES 1 0) BUILDING SETBACKS BUILDING POSITIONED. -PER LAYOUTN ` DRAWING PROVIDED BY CLIENTFRONT: 19' REAR: 13' LEGEND _ SIDE: 5' BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERUNE POB POINT ON BOUNDARY POL POINT ON -LINE RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATUREPREPAREDFOR: X PROPOSED ELEVATION POC POINT ON CURVE OR _ OFFICIAL RECORD PULTE HOMES. ^-- PROPOSED, DRAINAGE' FLOW PD _;_ PLANNED DEVELOPMENT 0 DENOTES DELTA ANGLECONCRETELDENOTESARCLENGTH 1. ELEVATIONS SHOWN ARE PER ENGINEERING PSM PROFESSIONALSURVEYOR do MAPPER C.B. DENOTES CHORD BEARING. LBLICENSEDBUSINESSPODENOTESPOINTOFCURVATUREPLANSPROVIDEDBYTHECLIENT.' LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRMPERMANENTREFERENCEMONUMENTPRC - DENOTES POINT OF REVERSE CURVATURE PCP - PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY THISPLOTPLAN .IS INTENDED FOR PERMITTING PURPOSES (P). PER PLAT TYP TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF M) MEASURED A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION CALC) CALCULATED CBW CONCRETE BLOCK WALL ST FOR CONSTRUCTION. FND FOUND RP RADIUS POINT LL BUILDING SET BACK LINES SHOWN HEREON 1$ PER DATA C/W CONCRETE WALK R RADIUS RNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/W SIDEWALK CS CONCRETE SLAB ONLY. P CONCRETE PAD C CHORD LENGTH THIS IS NOT A SURVEY PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK THISISAPLOTPLANONLYNONATURALGRADEUPUTILITYPADSQ. FT. SQUARE FEET I HAVE EXAMINED THE F.I.R:M. COMMUNITY PANEL NO 120294 0040E DATED 4/17/95 AND FOUND 1. THE SURVEYOR HAS NOT ABSTRACTED THE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X LAND SHOWN HEREON FOR EASEMENTS, RIGHT AREA OUTSIDE 100 YEAR. FLOOD PLAIN OF WAY, RESTRICTIONS .R USE OF THE LAND OF RECORD WHICH THE SURVEYOR MAKES NO GUARANTEES AS TO THE # ,' 2. NO UNDERGROUND. IMPROVEMENTS HAVE BEEN O MAYAFFECTTHETITLEABOVE' INFORMATION. PLEASE CONTACT THE LOCAL LOCATED EXCEPT AS SHOWN.. F.E.M.A. AGENT FOR VERIFICATION." 3 NOT VALID Wl'iNOIT'AN AUTHENTICATED ELECTRONIC BEARINGS SHOWN HEREON ARE BASED s1GNA7VRE mo AUniE+ncnTm ELECTRomo sFAL. ON THE WEST SIN OF LOT 299 FIELD DATE:) REVISED: c~ 0 SCALE 1" a 30 FEET U w M APPROVED BY: sJ . 8 MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER L8 16393 FOR JOB No. V8000283 LOT 299 1030 N. ORLANDO AVE, SUITE B THE INDIVIDUAL PLOT PLAN 6-28-07 RA9 WINTER PARK, FLORIDA 32789 / FIRM DRAWN BY: (407) 426-7979 PLOT PLAN 00-25-07 VH/RAB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES ; JAY FILES PSM. #4997 DATE r 00 02 8' x B' Screen Room 1/4" = 2' Y Elite Roof 14' Top View 13' Front View 8'5" Q 3 2C2) 00 bD z a 00 I l SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 F II CARRIER BEAM POST ICAL SLOPED SOLID ROOF ENCLOSURE SCALE:' N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE ORPERSECTION7FOURTHWALLFRAMEp USE BEAM"TO WALL DETAIL RIDGE BEAM E (SEE TABLES 3A.1.4) H r 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,F132121 Telephone#: (386).767-4774 Fax #: (386)767-6556 Email: iebpe@bellsouth.nel PAGE. COPYRIGHT2006 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 i t. s ff f SCREEN, ACRYLIC & VINYL ROOMSSECTION3A EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) MAX. / H* UPRIGHT•" HEIGHT (h) 1 ° is 2 MIN. 3-1/2" SLAB.ON GRADE VARIES OR RAISED FOOTING PAGE'3A 7, FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM ) W/ SOLID ROOF TYP. FRONT VIEW FRAMING i * ( 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 ALLOWEDSEESECTION7FOR DETAILS), SIZE BEAM AND UPRIGHTS wSEETABLES) Z a O.H. — j SOLID ROOF u I NO MAXIMUM ELEVATION SLAB OR GRADE) LZL PROJECTION FROM BLDG. W=.LOAD-WIDTH VARIES VARIES i P' VARIES — --- E NOTE& 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4"-x 2-1/4" CONCRETE FASTENER MAX. OF 2'4' O.C. AND W/ IN'6" EACH SIDE, OF UPRIGHT ANCHOR V x 2" TO WOOD WALL W/ #10 x 2-172" S.M.S. WI WASHERS OR #10 x 2-1/24, WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN IN OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT 1jVALL.B'EAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. I 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: 100 —123 130 140 150 8 #10 #12 #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 #t (386) 767-4774 Fox #: (386) 767.6556 Email: lebpaCbellaouth net PAGE © ¢OPYRIGHT 2006 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFLAWRENCE E.$ENNETT, P.E. f i SECTION 3A 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/ 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 SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER AUPRIGHT TO.BASEALTTEHOLLOW HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4 x 2-114"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 2" x 2" OR 2" x 3" OR 2" 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,11132121 Telephone M (386) 767-4774 Fax #: (386) 767.65 Emall: lebpe@bellsoulh net PAGE © COPYRIGHT 2008NOTTOBEREPRODUCED IN WHOLE OR IN PARTWITHOUT THEWRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-4 i SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-112" 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 1-112" 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 JTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" M.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 ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS Q 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. F132121 Telephone* (386)767-1774 Fax #: (386)767-6556 Email: lebpe@bellsouthnet PAGE © COPYRIGHT2008 OUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH SCREEN, ACRYLIC& VINYL ROOMS COMPOSITE ROOF P ,Sc. . , 4)1/4" x 4". LAG BOLTS. 1-1/4"FENDER WASHERS PER 4'-0" PANEL ACROSS THE Ilk 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 BOTT( W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x1-1/2" 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 baytona, Fl 32121 Telephone 4: (386) 7674774 Fax'#: (386) 767.6556 Emall: lebpeabellaouth.net PAGE Q COPYRIGHT2008 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION.OF LAWRENCEE. BENNETT, P.E. UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD Z l A B C 2 SPAN UNIFORM LOAD l l l A B C D 3 SPAN UNIFORM LOAD l l Z l A B C O E 4 SPAN NOTES: 1) l = Span Length a = Overhang Length2) All spans listed in the tables are for equally spaced distances between supports oranchor 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. Ifthe 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, F132121 Telephone #: (386) 76Z-4774 Fax #: (386) 767-6&% Email lebpaCbellsouth.net PAGE COPYRIGHT2008 3A-9 NOT TO BE REPROUCDEDIN WHOLE OR 1N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A s Edge Beam Spans - Hollow ExtrusionsTable3A.1.1-120 Allowable for Screen, Acrylic or Vinyl Rooms. d of 13.0 #ISF. design loa 48.3 #ISF for Max. Cantilever) For 3 tsecond wind gust at 120°MPH velocity: using um n 6063 T-6' 2" x 2" x 0.055" I bend[n b' or deflection d2' x2" x 0.04 Max. S an 1. (bon In 'b' or defiectlon'd Load Max. S an'L' oad Max. Width (ft) 1 2 Span 3, Span, 4 Span Cantllever Wldt ft.) an 3, Span 4 Span Cantilever 5 5'-0" d :. g'-0" d 6- 11- 11' d 5'-11" b 0'-11" d 7 q," d' b1_7" d 5tg" b O_IV .d 8 4'-7- d. 51-0. d b.7" b, 0'-10" d s q ", d. 5'-4" b 5'.1 b 0'-10" d 9 4'-5" d Err--6-;—d 5' 3" .b 0'-10" d g 4'-2° d y-0", b q'-10" b, 6710" d d 10 4'" d 5'-2" b 5'-0" . b 10. 1 " 4'-0" d 4'-9" b 4,7 b 0'-0" 11 4'-1" d 4'-11" b 4'-0" b 0'-8 d 11 3'-11" .d 4'-6" b 4'-4" b p-0" d d 12" d 4'-g" b 417" b D'-®" : d 12 3'-9" d 4' b , 4'-2" b 017" 011" bandln b' or deflectMn'd 3 >x 2 x 0.0 5 L'./ bandln 'b"ordeflecton'd' Load Max. S an'L' iLoadMax. S an' per, Width (ft) 1 &Y' Span 3 Span 4 Span Cantilever Width (ft. 4 & 2 Span 3 Span 4 Span Cant lever g' g" d. T-11" d' 8'-1" d b 5-g- d 7'.1", d T-2" d 11-1. d 5 g g10"' .d 71ar" ..d, 7_7" d 1'-2" d 6 6' d" d 61 e" . d U1' d 1' p" d 7 5'-g" d 7.1 d T 3" d; 11-1. d 5 7. 5'-1" d 6'-4" ; d 61-4" b 0' 11.. d d 8. 51$1. d: g'-0" d 8'-11" •d 1'-1" d 9 4'-11• d 6'-0" d 5'-11" ..b', 0' 11". g- 5. -" d el-6" , d g g" bd 5'-1" d 6',3" d 6'-2" b d y 10 1 " 4-6Q- d 1 " 5-0" b 5'-0° d 10 4'-11" d B'-1"` d 5'-11" b 01-11' d 11 4' V ,d 5 2 ., b 6 ..b d-Al 12 51.10', b 5'-8" _: b pl'11" d 12 41,3" d 4'.11 w b 4'-10" b 0.'-1D" , d . 2" x 41 x 0.050" S an' L ! bendin b' or deflecUMa2" x 3'' x 0.045" IL I bandlnor deflection'd' Load Max• Load . Max. S an b' a L Width (ft-) 1 & 2 S"pan3 Span4 Span Cantilever Width ( ft.) 1 & 2 Span 3 Span 4 Span Cantilever d 11'-4" d 11'-2" b 1:-8" d b T-1" d 8'9". d 6'-g" b 1'-4" d 5 6 g.-0" d 10'-7" b 10'-3" b 6 61-0" d B'-3" d 7'-11" b 1'-3" - d d 7 g1_2y d g_g• b; 8'-b" ` b 1'=7" d 61- 4" d 7'-8" , b T^5" b 1'-3" 9 7,-10" d g'-2" b 6'-10"" b 1'-8" d 9 6'-1" d T"2" b 6'-11" b 11_2" d: g T g' d 8'-g' b 8'-4" b 1-0" d g 5'-10' d B'-9"- b. 6'c8" b 1'1" d 10 T-0" d B'-2" b'- T-11" b 1'-b" d 10 61-7" d, g'-0" b 6',2" b.. 1'.1" d d 11: 6'_91" b 7'-10" "b T-7" b 1'-4 d d B'_1" . b 5'-1L1" b 11-0" d 12 6+-6" b T 6" b 7 3- b I' 4" d 12 5'-3" . b b'-1o" b b' 8" b 11-0" Notes: Add horizogfal distance from upright to canter of brace to beam 1. Above spans do notInclude length of knee brace:. connectiontotheabovespansfortotalbeamspans. 2. Spans may be Intarpolated. Lawrence E. Bennett, P.E. FL # 1.6644 CIVIL & STRUCTURAL ENGINEERING P. O:Box 214368, South Daytona, F132121 TelephoneM (386) 787-4774 Fax k: (386 767'85M a Emell: lebPe0be8aouth net PAGE © COPYRIGHT 2008 THE WRITTEN PERMISSION OF Lp WRENCEE. 9ENNETT, P E 3A - 12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTw.:. a SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header SpansforScreen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH Velocity; using design Tribut joad of 13 Load Width 'W' e Purlin Sections eunwahle Halaht 'H' 1 bending.'!' or t SECTION 3A 3" X 2" X U.UnO 3" x 2" x 0.070" na".. ".. Hollow 11'-8" b 10'-10" b 10'-2" b 8 - 6'-9' b y"' u 0. b6 6'-2" b 6'-10' b 5' 8' b 5'-b' b W-3" b Hollow 8'-4" b 14 T-8" b T-2" b 11" 0'-9+" b 0'-4" b 8'-11" b 8' 7" b 2" z 4" x 0.050" 2" x 5" x 0.062" Hollow Hollow h1 13 $" b 12' . b 11 b .11'-4" b 2 83" b 9'' 81' 10'i1" b 2" x 4" x 0.046" S.M.B. 13' 8Y b 121-8 b 14'-101" b 14'-2" b 13' S" b IX-8" b 9" b d" b 2" X 5" x 0.050" 8.M.B. 17 4 b b 1-11" iB.-0" 18 30" b 65 b 5'" b 6'12" b 4r11" b 4?10" b 2" x 6" x 0.050" S.M.B. 19'-V 7'-7" b b b b 5'-7 6'-10" b F:F b 6'-0" b 6'-1' b 2" x 2" x o.044" Sna b 8'-7" b T-11"' b T-7" b 7'-2" b2" x 3" x 0.045" Snap9'-0" Snap 10' " 8 b 61'-100' b bE5--Fb 4'-11" b 4 - 0" b 4' 8" b 2" x 4" x 0.045" 3" x 3" x 0.045" Fluted b77',10" 8010 b 4" 7 b 3" 5'-8" 6'-11" b 6'-2" b 5'-11' b 5'-0". I x 9" x 0.060" 9 uare 8'-0" b 8'-4" b3" b 6 12'-110"b 12 " b 11'11" b0.125" x 3" x 0.083" S uRrO uaraS" x4"x0.125" 18'- 0b 17'-8" b16'-4"b 15'-b' b 1B'-8" b 14 7' b 15'- 10. tr 15'-1" b- 13'-10" b 13'l" b 12'-11" S uara 20'-6" b 18'-11" b 1 T-B" b design of15.0 ISF For, 3 second wind gust at 120 MPH velocity; using TriTab 11 athm, x Purlin 8 aci1. bendin 'b' or deflecUon'd' Sections Allowable Hel2" X 2" x 0.044" Hollow b'-11 M b 5 6" b 34' 2".x 2" x 0.055" Hollow 6-10 b 6.4 5'-11" b b'-i i" 5'.4• b 5'-1" b 4'-11" T-2" b 6'-11' b Hollow 10'-11 b 10'-1" b 9 5Y b 8-"" g'{•. b 6'-1" b 6 g" b T-9" b b' 8• b T b' b b' 3" b 6-1' b 4'-11' b 3" x 2" x 0.070" b 8 8 b b 2" x 4" x 0.050" Hollow 9'-8'" b VA I" b b B'-4`" b 11-0b b 7- 0' b 8'- 0" b 8'-101" b 8' 8" b 8'-4" b 8'-0' b 2" x 4" x 0.046" S.M.B. 12-8 b I S-7" 11- 99' 1- 1" b i i,-W b 10 =11" b 11017" b 0 2" b 2" x5" x 0.062" Hollow S.M.B. 16' 1 b 14'-11" b 13'' b 13.2" b 12'-8" b b 1 12.0' b b 11'- 8' b 11' b` 2" x 5" x 0.050" 6" x 0.050" S.M.B. 18'-0" b 16'-8" b 15'-7" b 14'-9' b 5' 9' b 13'-11 5' 6' b b 5'-0° b 4'-10" b NAT 4'-8" b4' e' b 5'-0" b 2" x 2" X2" X 0.044" Sna 7'-1" b 6'-7" b 711. 6-2" b 6'- 1" b 5'-10" b 6'-10" b 5'- 8" b 6'- 7' b 6'- 0" b 2" x 3" x 0.045" Snap B' 7"" b 10-1 b 9 b 8 9" b 8'-3" b T- 0" b. 7 6" b 7'-2" b 2" x 4" x 0.045° 3" x 0.045" Sna Fluted 6'-10" b 8. 0" b 6'.6" b 8'-3`b5-11"b 5'-9" 6 5'-8" b 5' 4` b 1--®1" 3" x 3" x 3" x 0.060" S uara 12-3Y b T" bI 12 = 11' b 2'-5" b i8' 1" b 181' 8" b 1 b 3" x 3" x 0.093" 8 uare 17-7 b 16' 3" b 1fi 2" b0 4" b3 b 14'-0" b 13'-5" b 12'-11" b 12'-6° b 12' b 3"x37.x0.125" 8 uare 19'-0" b 1T- 7" b 14'-9" b 8" 4" x 4" x0.125" S uare from upright to center of brace to beam connection to th Notes: of knee brace. Add horizontal distance Include length i. Above. spans donotabovespansfortotal beam spans. 2, Spans may beInterpolated. Lawrence E. Bennett, P. E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214388. South Daytona, R 32121 Fax (t (3W) 767.66W Tbiephone #: (388) 767-4774Emall: lebpe®bellaouth. * PAGE 3A-25 cOPYRIGHT 2DO6 WRITTEN PERMISSION OF LpyyRENCE E. BENNETT, P NOT TO BE REPRODUCED IN WHOLE O R IN PART WITHOUTTHE PAM ARIMUM i L Bx11 S A p)PERAAN Am ma MI Al.T'lA. ppp =7 Y1fHO FAST"' _ _ cr-twnfffProis10' WWJNI 0M I.Cmu" fir M'1; f10x W 17WO FEN 0120, PANT pjW MA PMMNCI ARCUM HouirLMLILL INMWW REM 104 Taftem' amoa or w owas woobsomm ti t raw asaaw rnaav+ wrlo raT r Sri SECTION 7 G u z SOLID. ROOF PANEL PRODUCTS A ILLO Lawrence E. Bennett, P.E: FL # 16644 — Elite Aluminum Corporation CIVIL &STRUCTURAL ENGINEERING _ _ 1801 N.W. 641h Street penal Floduci _ P.O. Box 214388,South DayWna, Fl 32121 =__ __• _ _ Ft. Lauderdale, FL 33309 Telephone #: (388) 767 477 beUsouthnet 80) 7g7 8558 Tel: (854) 491-3700 Fax (954) 491-1433 Email: labpa PAGE © COPYRIGHT2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE W1R. ETplg$ION OF LAWRENCE E. BENNETT, P 7- 3G • 7 Design Check List for Screen / Vinyl Room (Pagel 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 Partl-A & II -A; Exposure B'1 or''01—L or VF1 Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or l.N/ 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.PC. 0.18 For "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 A. Project name & address on plans .......... ... . ........ ............. EDB. Site plan or survey with enclosure location ...... ... ................ ......... I EDC. Contractor's 1 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 ........ 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) L4. 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) El EZI6. Knee braces length, location, & size ........................................ Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes EZI No ElA. 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) = IWindZoneMultiplier ** 4 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 ........................... 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@120MPH (b or d) x 1•00 (b or d) x 1.00 (b or d) = o 0o Wind Zone Multiplier ** —J — Exposure Multiplier ** Yes No lMC. Table 3A.3 with beam & upright combination if applicable ........................ D. Connection details to be used such as: 1. Beam to upright........................................................... m2. Beam to wall.............................................................. 3. Beam to beam............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights ....................... E5. Extruded gutter connection ................................ . • 6. U-clip, angles and/or sole plate to deck ......................... . ... . 0E. Foundation detail type & size ........ ....... :.................. ...... ........ Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 yes MD e paced! ....... r ai cad i .... ............. p mar • • ......... d. Modo d Yes Na p.............. b *......... r rrr'•' m a .................. .. YesS.-Rdpmd sum %mph &IROCOM1 a... ... .. ............................ _... lb. CORWjnWWWdMaVodvd%" cwMddeadc 6r c ...... _. d. POMMWOMWAft. Yee lqoo ............. r •A I wrf.uu. M.+ 6. NIat S do's *a" .....: I\a.Yi+. 7d .. n ...........•• d. i p 1d g iD 'o[ 6aat iEM & 18.E ..,_.. .................... di.,. I ................• .. ,............................. Von •^ E FOUD tO 'D e.pd7y......... as No Lt 8 ........ :............ — dr Hader IW bow .......•.......... .............. ..... r- NOW 6