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1303 Berkman Cir - BR08-002624 (SCREEN ROOM) DOCUMENTSCITY OF 5ANlFUR.D,PERMIT RFCENE APPLICATION oo$ A • %'>ttlti Submittal Date: / Application #: Job.Address: Ao 3 (CM.x/i 0t Ktle Value of Work: i Parcel ID' 0 n+/ I d d b `j Q Zoning: Historic District: Description of Work: l / e...` n%S .. ..................... Square Footage:............ ........... Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service El Temporary Pole i Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets nPrunnnev Tvne Residential Commercial Industrial of Gas Lines Plumbing Repair — Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Floodd Zone: (FEMA form required ) y ........................................................ ContractorG•Xi/lCZ UiJ tnt)Nl...ILZ • ... _31 C Property Owner: # W L J Address: D I V ir) t mwl Lf 1—d e d Address: /C 16 ew% 7 Q•Q i4i- D/ Phone. _" d 75 P)Q) E-mail: Phone 3J321( State License Number -' 6 65 `7 10 7 Bonding Company: Address: Architect/Engineer: Mortgage Lender: Address: Phone: Fax: Address: 0 P one: [ S E-mail:eCbeW,1Y Ctr l Plan Review Contact Person: I10 1 yr ! _ )3-J Fax"f'01"-3—, i 115b u-A- o e-r 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, 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 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 be found in the public records ofthiscounty, 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 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 UTiL: FD: Signature of Notary -State of rionaa FS 713. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVIDJOHHSON.CFA.l1S11 PROPERTY APPRAISER 14HZ,:TT12 :t[a 297 1W TRP:::T P. 2% 5 n. 1 SEMINOLE COUNTY FL. 2 T 1101 E. F1RsT sT SANFORD, FL32771-1468 407- 665-7506 SIGINAW DR VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method Cost/Market Cost/Market GENERALNumber of Buildings 0 0 Parcel Id: 28-19-30-519-0000-3420 Depreciated Bldg Value 0 0 Owner: PULTE HOME CORP Depreciated EXFT Value 0 0 MailingAddress: 4901 VINELAND RD SUITE 500 Land Value (Market) 25,880 31,140 City,State,ZipCode: ORLANDO FL 32811 Land Value Ag 0 0 PropertyAddress: 1303 BERKMAN CIR SANFORD 32771 Just/ Market Value 25.880 31,140 SubdivisionName: REGENCY OAKS UNIT THREE Portablity, Adj 0 0 TaxDistrict: St-SANFORD Exemptions: Save Our Homes Adj 0 0 Dor: 0003-VACANT TOWNHOME Assessed Value (SOH)l 25,880 31,140 Fax Estimator ulator 2008 Notice of Proposed_ _uPropgry Tax2008 Taxes and Taxable Value Estimate Taxing Authority Assessment Value Exempt Values Taxable Value Millage Taxes Cnty County 25,880 0 25,880 4.5153 116.86 Schools 25, 880 0 25,880 7.5430 195.21 City Sanford 25,880 0 25,880 6.3250 163.69 SJWM(Saint Johns Water Management) 25,880 0 25,880 4158 10.76 Natural Landsrrraiis I/S Debtl 25,880 0 25,8801 1451 1 $3.76 Totall I 1 1 18.94421 490.28 The taxable values and taxes are calculated using the current years working values and the proposed millage rates. SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified 2007 Tax Bill Amount: $581 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 LOT 0 0 1.000 25,880.00 $25,880 PLATS: Pick... Permits LOT 342 REGENCY OAKS UNIT THREE PB 72 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=28193051900003420&c... 9/10/2008 Altamonte Springs, Casselberry,. Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: / 6Jl a I hereby name and appoint: -7f A-101 y T. ykfze- L an agent ofr0,`5e1)C2_ 14-Al 1,17,0 / Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this -appointment for (check only one option): X All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: JI License Holder Name: State License Number: k.)C- b 6 5-97 iy, r Signature of License Holder: STATE OF FLORIDA COUNTY OF Pmt nth The foregoing instrument was acknowledged before me this I day -of Q m 200, by Ed <Q_ ne 7/ _ who is o personally known to me or o who has. produced as identification and who did ( id no take an oath. Notary Seal) r Notary Public State of Florida Marlette R Mosley My Commission DD672921 1 a aExpires 07/0612011 Rev. 3/27/07) Signature Mo Ie leR iV os l Print or type name Notary Public - State of r Commission No: Da(0-7;QZ) My Commission Expires: -7 o(o Zb( ( PLOT PLAN DESCRIPTION; (AS FURNISHED) LOTS 337-342, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: BERKMAN CIRCLE 1" = 30' PLATTED AS: GRAPHIC SCALE 10 5 30 BERKELEY CIRCLE 42' RIGHT OF WAY I I 122.67' N 90'00' 00"E , DRIVE i DRIVE i DRIVE i DRIVE ,DRIVE DRIVE: 12.0' 12.0' I 12.0' 12.0' I :' 12.0' 12.0' ui IUU G V 6i V ; 7.0' 6.3' ENTRY ENTRY ENTRYENTRY , ' .,.,; . COVERED COVERED <' '+'- COVERED o I W COVERED 6.0' 6.0' 6.0' 6.0' 0Z>' , p p 108167' y aWo O W I O O c ci Y. O O a W W 0 m m O COVERED ENTRYi FI F e Z PROPOSED BUILDING TYPE 6A I FINISH FLOOR ELEVATI0N=54.00 GALUANO SAN CARLO FLORENTINO FLORENTINO SAN CARLO I 18.3' 7.0' 18 8.0' COVEREDo I oCOVERED. Io pyERED:o I oCOVER OVEREDm PAT10! PA110; o6 I ., P.AnO.. P.ATIOA 'A..gj I 6.,PAT10': N 10' DRAINAGE LOT 337 n I LOT 338 i' LOT 339 i LOT 340 I LOT 341 I EASEMENT I 25. 33' I I 1 B 18.00I .00' I I 1B.00' I 18.00' S90'00' 00"W 122.67' I BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES TRACT A BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN 1S 'N IrNDED FOR PERMITTING FURPOSE3;,, NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION ST FOR CONSTRUCTION. LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA RNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES LY' THIS IS NOT A SURVEY THIS IS A 'PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. VB000283 LOTS 337-342 DRAWN BY: PLOT PLAN 05-16-08 AN/ 7.0' a a U V oY F I zXaW V LLI O Q OM W 06 OmmCOVEREDQ O i ENTRY IO GALUANO I 18.3 I I COVERED PATIO,, 0 LOT 342 N 25.33' f, 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 XXX• X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE 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 P) PER PLAT TIP TY"! ^ AL M) MEASURED A/C AIR CONDITIONER CALL) CALCULATED RPW CONCRETE BLOCK WALL FND FOUND RADIUS' POINT C/W CONCRETE WALK R RADIUS S/W SIDEWALK CS SLAB CCP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE UP UTILITY PAD SQ. FT. SQUARE FEET 1. THE SURN YOR HAS NOT'P2,STRACTED THE LAND 'HOWN,,` H t 6N )R FASGMENTS, RIGHT OF N1tY:-; f2EST'c 0710NS. CF , 5rCORD WHICH MA'S,' AFFECT'THF TITtF.. OR USE Gi THE LAND p 2 NO`URCERGRGUND IMPFtOJEMEN'i'S 'i'AVE BEEN LOCATED EXCEPT P.SSHOWN. " 3. NOT VAUD, W.iH'O-LI AN 'AU',HENP,CATED ELECTRONIC SIL'NATJRr AND AUTHENTICATED ELECTRONI',, SEAL S U R\/ I=Y II N C; 8c MAPPING INC. FOR CERTIFICATION OF AUTHORIZATION NUMBER LB63932 THE 1030 N. ORLANDO AVE, SUITE B FIRM g WINTERPARK, FLORIDA 32789 n G D 407) 426- 7979 DAVID M. DeFILIPPO PSM #5038 DATE WWW. AMERICANSU RVEYINGANDMAPPING.COM a 3- '7 lO I 8' x ITScreen Room 1/4" = 2' i n Q A FOrP, l z l-lam C I` w C- / ©I iC 5 TO'^' C i< z 00 3" Elite Roof 14' Top View l 3' Front View S 8' 5" rr9 ems' N. vv 1 IJ L( 2,-21 - 00 > b0 a - 00 Ms. i SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) 1 HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS H ALUMINUM ROOF SYSTEM PER SECTION 7 II f t I CARRIER BEAM POST I T t'ICAL SLOPED SOLID. ROOF ENCLOSURE IL SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 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 s SECTION 3A E SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) MAX. H" HEIGHT (h.- 1" 1, 2" UPRIGHT MIN. 3-1/2" SLAB. ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-07) 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 SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS UJ SEE TABLES) z O.H. SOLID ROOF U) NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH P' VARIES - NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-114" 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 cQ' EACH POINT OF CONNECTION. 2. SELECT FRONT IjVALL 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: 100-123 130 140 150 8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona. F132121 Telephone #: (388) 787-4774 Fax #: (386) 787-M8 Emell: lebpe@bellsouthnet PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 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/ 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 SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ALT ATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-114"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"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) 767-6556 Email: lebpe@bellsouthnet PAGE © COPYRIGHT2008 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF uwRENCE E.BENNETT, P E. 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 ATTACHED 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 CONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS a 6" FROM EACH OST AND 24"O.C. MAX. AND VALLS 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, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-W6 Email: lebpaCbellsouthnet PAGE © COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WIT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. 3A-6 7 v SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P S: 4)1/4" x 4". LAG BOLTS Wr 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............. C TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'4' SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3' OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR 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, F132121 Telephone #: (386) 767477.4 Fax #: (386) 767-M Email: IabpeQbeilsouth.not PAGE COPYRIGHT2006 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 3A UNIFORM LOAD l f l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length CL' = Overhang Length 2) 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, FI 32121 Telephone #: (386) 767-4774 Fox #: (386) 767-6556 Email: lebpeCbellsouth.net PAGE Q COPYRIGHT 2008 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAYJRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl RoomsFor3secondwindgustat120MPHvelocity; using design load of 13.0 #ISF.(d8.3 #ISF for Max. Cantilever) Notes: 1. Above spans do not Include length of knee brace. Add horizonal distance from Upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVILP STRUCTURAL ac RUCTURALENGINEERING Telephone #: ( 388) 787- 4774 Fax #: (388) 767-66% EMU: lebpe®beUeouth- nst PACE ® COPYRIGHT 2006 IN WHOLE OR IN PART WITI{Dur THE WRITTEN PERMISSION OF U,yyREHCE E. BENNETT, P 3A-12 NOT TO BE REPRODUCED ti SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 forAllowableScreen, Acrylic Vinyl Rooms Heights, all Spans or, Header Spans All... anaa T.R _ SECTION For 3 second wind gust at -Icu Ill •- +• - - tribute th war uns arii 3' l T-s" W-04'-6" Sections bendln ' b' or deflecUon'd' x4•'x u•. ....- 045" Sna b 9 4 b.045" 8,_ 9" b tr a• s- D 6'-7" b 5' 4" b 5'-14'- 0" b. 9:Z b 40. 060" Fluted0" b 6' 4" b 7, 5'- 11" 8" b 8'l` b 8'-0'b 7'-A-11 50.045Suare x b 3 b0. 125" Eb10' 8"" b 10'-0' b 9'-8•b 9'-01" b 8 0.093" S uare S uare 7e b 15 8" b 14' 9" b 14'-0"" b 13'-5" b 12'-11" b 12'-6° b 17-0 4" x 4" x 0.125" S uare 19 -0 b 17 =7" b 18' Fi" b brace to beam connection to the Notes: Include length of knee brace. Add horizontal distance from upright to center of 1. Above, spans do not above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone 0: ( 386) 787-4T74 Fax B (M) 767-660 Emall: lebpeabelWou8' net PAGE COPYRIGHT 2008 3A-25 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT UT THEWREN PERMISSION OF LAWr3ENCE E. BFIJNETT, P.E. j i OWNFAM . SWWPAN &CEM P.F.B. i AMWTMWM fro io- e,V,i IN - .lr L'* i mlwx14w OR pm puec 19301 CRq$.C. 6644 LAMMSM vdqbmlk C, g, Aa a 7-4 71 . Ai 1 1a114°' amMaww' - g a a•Aa.ld'IId1i 1 _ GEMANT• PJDGS AAA PWAYI7r Fmw cot an T r _1 ` u ) OM g.•• l ATPANFIM A YI`' p) r/ ormsEWTHOW gWCr O—! TO v ToulwHwm r............ ...... ..pm./ CIWUtALLE WIox(t PMl6L , AWSp= wet F00WrIDIUSOODDLUM G :. •'. r. P/Ee FL#jW4 FAINNST'himme P30104M Fos powlaw FAMN 7491 F S rpq R g' p• 7 s w IVY® I i:-i . ... ii........... i .iii i.. a•n u••. u. qm.. u•H' .•. r. r•uu uio'i ::: r.•. HHUH•H ii •••i.;:. iiio.iiiiiiii.:iiiii• i.: •:::.. T.S.. 4W FarSA DORY EpB.l OAmA ,84 H 4 SLM IL SCALls: rim 1ti0' SECTION 7 I SOLID. ROOF PANEL PRODUCTS E ON Lawrence E. Bennett, P.E: FL # 16644 — Elite Aluminum Corporation CIVIL !s; STRUCTURAL ENGINEERING i = 1801 N.W. 60 street P.O. Box 214358, South Daytona, A 32121 '° P_M! IiodoeU Ft Lauderdale, Fl_ 33309 Telephone #: (388) 767-477 brFox #' ( 386) 76T-M `- ' " ' Tel: (954) 491.3700 Fax: (954)491-1433 EmeII: Iebpe@88 PAGE ® COPYRIGHT 2006 LE OR IN PART WITHOUT THE IKiCfTEN PERMISSION OF LA,yyRENCE E. gEPINETf, P.E. 7•36 NOT TO BE REPRODUCED IN WHO 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 by Lawrence E. 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'- or':C''7 or'D'n; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or I W 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. 0.18 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 r-1/71 ElLIJA. Project name & address on plans ............................................. B. Site plan or survey with enclosure location ................................... ElC. Contractors / 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: with host structure area of attachment, enclosure length, and ........ E 1. Plan view projection from host structure . 2. Front and side elevation views with all dimensions & heights .................. IZI 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 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** Ip1p-- 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 Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1•00 (b or d) x 1.00 (b or d) = IWindZoneMultiplier ** _J Exposure Multiplier ** C. Table 3A.3 with beam & upright combination if applicable ........................ Yes No D. Connection details to be used such as: 1. Beam to upright........................................................... 2. Beam to wall.............................................................. 3. Beam to beam............................................................. 04. Chair rail, purlins, & knee braces to beams & uprights ........................ 05. Extruded gutter connection ................................................. m6. U-clip, angles and/or sole plate to deck .:.................................... E. Foundation detail type & size .................................................. ED Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 1fYai i. 88 ,....•.......:.........•........... .... Yas g geeptto wnat'.............. 46 ................•. w - - m•ammrru•rmmmr•r.. + IL L Chok MW .. ................... 01 Ad0. cond M et bW, al 1a dank 90 d. LW .............. Yes fora r aheenel tee ..: _._. e. „tlabom'fto 6. NOOi................................. _. O.......•..........•........................ d............•....:...... ............. et • .............. • • yes LMO* ........:........... m d. orb' ............................... .. NOS as NO NO r,