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1217 Berkman Cir - BR08-001619 (SCREEN ROOM) DOCUMENTS1 CITY OF SANFORD PERMIT APPLICATION Submittal Date: b Application # : lYy I Job Address: / e n L i(c 1 ±' f' ' ' Value of Work: Parcel ID: dZ0 / 9 3 6 - 5-1 %' Q QD it -36 00 Zoning: Historic District: i Square Footage: Description of Work: ........... 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 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: # of Dwelling Units: Flood Zone: (FEMA form required ) Contractor' "Cd J/I Z J U1(-ll U -CIQ.LSr, Property Owner:-1 >°. • f t A -le 00 Ce,r err DY. Address: 6 V ?e i n Q ,S Address: LAodo ti -L 3 28i`l ,u jy - / 66/ Phone: _'J -o - State License Number: Phone: E-mail: I Bonding Company: Mortgage Lender: Address: Address: Phone: Architect/ Engineer: Fax: Address: M . Phone:y7a..3 a'I lFax: .3 3"83b E-mail:Cl/7eZ6t ICcrtdb, Plan Review Contact Person: / jjJb( '• rl 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 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 requited 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. X - T' S Jz jog Signature of Owner/Agent Date Signature of Con ctor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is — Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: aPrintCactor A nCs me Notary - State o Flo i a at Notary Public State of Florida Madette R Mosley My Commission DD672921 Con actXdq Pro ENG: BLDG- Special Conditions: Rev 07.07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 BERKELEY CIRCLE DAVID JOHNSON. CFA, ASA PROPERTY APPRAISERS SEMINOLE COUNTY FL. 2<i aa. 1101 E. FIRST sT SANFORD. FL 32771-1466 36 U6 407-665-7506 lit 2008 WORKING VALUE SUMMARY Amendment 1 Impact not renecteu GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-3000 Number of Buildings: 0 Owner: PULTE HOME CORP Depreciated Bldg Value: $0 Mailing Address: 4901VINELAND RD SUITE 500 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32811 Land Value (Market): $25,880 Property Address: 1217 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 ortability C< 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 300 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 05190000300O&cp... 5/7/2008 This Instrument, Prepared_ By Tiffany Tefft 4901 Vineland Road, Suite 500 Orlando, FL 32811 i i Permit No. I loll It 111111111 it Ili It III it oil III 111 II 111111 III 111 Ifl 111111 RU MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOCE COUNTY BK 06745 Pg 12161 (1RR) CLERK' S 0 2067096484 RECORDED 07/Q/2007 09134:53 AM RECORDING FEES 10.00 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 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 300 1217 BERKMAN CIRCLE PB 72, PGS. 9-11 4 t Q r(,y 00 306 2. General description of improvement: NEW CONSTRUCTION TOWNHOME j 3. Owner information a. Name and address: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 - 9 b: Interest in property: I c. Name and address of fee simple titleholder (if other than owner): 4..Contractor: Pulte Home Corporation 4901 Vineland Road, Suite 500 I Orlando; FL 32811 5. Surety. a.. Name and address: i i 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) 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 specified) i - Sworn ubscribed befor me iIIhisdayof20MScottPaige (Attorne - -Fact) i Owner's Name : Pulte Home Corporation Signat of(Votary Pu i Owner's Address: 4901 Vineland Road Suite 500 Votary's Name Orlando, FL 32811 TIFFANYTEFFT Votary's Commission Expi , *_ ff 5202.9IMYCOMMISSION # O EXPIRES: March 15, 2010 Bonded Thm Notary Puollc Undervti- 1 rF ALL INFORMATIO BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS.: j R Permit #: Project Name: 08-1619 Screen Room Address: 1217Berkman Circle Plans Reviewed By: Richard Denman 407.330.5656 4he Permit Ds Subject 4o 4he Following Comments 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. 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. 0 100.00' I }N 90'00'00" E 1 / iis 40.7 zo o A , U O 30, I Z .. zS sO.O , L_----- i I I GRAPHIC SCALE rl' r I z w r I 0 15 30pJ' r I/ W o N " 0 . 13.0'.. 42 J' f - - ---- 0 21 U m rl BU ' I NI17..3 o c_ $ 08:. wr I I I I v N 6 o:A oo '. i¢ c Zo 5 _ yz o :• H: IV -1 I 9 s c 0 , Irn ll" i u ^IJ „ , O I ? I cDn nC n. I t 17,3 h al O 0 I I Z j 6 I I I 4 d 42.7 L^ 8.0': 3 I I 1 i I co CLI 8A c I a 1"y-- " -. 1 i I N al , Iv r pi - 8 I/ T Nn J 40 cc00d4 92. 7 ------ 1 I I I u.- 170 1 0 sit A°• Ivr 90 q .. 0 O o CO I I N „ N I— D0 o0 679rJ41L7c.- Y_ _ DRNNAGF EASEMENT I i I100. 00'00 I TRACT' A COMMON AREA) ROADWAY, ACCESS. RECREATION, LANUSCAPE, DRAINAGE & Ul'ILITIES I IBUILDING POSITIONED PER LAYOUT BUILDING SETBACKS N DRAWING , PROVIDED BY CLIENT FRONT: go FRONT. REAR: 13' LEGEND SIDE:: 5 — ' — ' —. BUILDING. SETBACK UNE MLW MINIMM LOT WIDTH CENTERLINE POB POINTON BOUNDARY POL POINT. ON LINE RIGHT OF WAY, LINE PCC POINT OF COMPOUND CURVATURE I` PREPARED FOR: X, PROPOSED-ELEVA,TION R POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT PULTEHOMESADENOTESDELTAANGLECONCRETE L' DENOTES ARC LENGTH 1 ELEVATIONS SHOWN ARE PER ENGINEERING PSM PROFESSIONAL SURVEYOR do MAPPER C.B. DENOTEs CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE PLANS PROVIDED BY THE CLIENT.. LS LICENSED SURVEYOR PI. DE140TES POINT OF INTERSECTION PRM < PERMANENT REFERENCE MONUMENT PRO DENOTES POINT OF. REVERSE CURVATUR P PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (P PER PLAT TYP TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (M) MEASURED A/C AIRCONDITIONER• E PROPOSED HOUSE. REFER :TO HOUSE PLAN AND OPTION CALC). CALCULATED CBW CONCRETE BLOCK WALL ST FOR CONSTRUCTION. D FOUND . RP RADIUS POINT L BUILDING, SET BACK LINES SHOWN HEREON IS PER DATA S//WW CONCRETE WALKCS CONCRETE SLAB RNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CP CONCRETE PAD C CHORD LENGTH NLY: PBPLATBOOKR/W RIGHT-OF-WAY THIS IS NOT A SURVEY PGS PAGES ORB OFFICIAL RECORDS BOOK THIS IS A PLOT PLAN ONLY NO, NATURAL GRADE UP UTILITY PAD SQ:' FT. SQUARE FEET I HAVE. EXAMINED THE F.I.R.M. COMMUNITY. PANEL ' NO 120294 0040 E DATED 4 17 95 AND FOUND R - 1. THE SURVEYOR 'HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGH1 THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X • OF WAY, RESTRICTIONS' 'OF RECORD WHICF AREA OUTSIDE 100 YEAR FLOOD PLAIN „# MAY AFFECT THE TITLE OR USE OF THE LAN[ THE, SURVEYOR MAKES NO GUARANTEES AS TO THE 2:-NO UNDERGROUND IMPROVEMENTS HAVE BEEI` ABOVE INFORMATION. PLEASE CONTACT THE LOCAL LOCATED EXCEPT AS SHOWN. 3. NOT VAUD,WITHOUT AN AUTHENTICATED ELECTRONIC F.E.M.A. AGENT FOR VERIFICATION. SIGNATURE AND: ` AUTHENTCATEO ELECTRONIC SEAL BEARINGS SHOWN HEREON ARE BASED ON THE WEST (INFO OF LOT 300 FIELD DATE:.) A. m I R 1 C N REVISED: S U RV V O N G 5 SCAIF-_ i' 30 FEET MAPPING INC. APPROVED BY: SJ /G. FOE CERTIFICATION OF AUTHORIZATION NUMBER LBf8393 (/ THE V13000283 LOT 300 - - 1030 N. ORLANDO AVE. SUITE B - FlRI JOB NO. HINTER PARK, FLORIDA 32789 INDIVIDUAL PLOT PLAN 6-25-07 RAO (407)) 420-7979 DRAWN BY: - PLOT PLAN 00-25_07 VN/RAB VAVW.AMERICANSURVEYINGANDMAPPING.COM LAMES ,JAY JILES PSM #4997 DAT r IQ 02 8' x 13' Screen Room 1/4" = 2' 3 Elite Roof 14' Top View 13' Front View I 8'5" T bD a 00 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) o- SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST ICAL SLOPED SOLID. ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR 7:FOURTH WALL FRAME USE SEAM 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, FI32121 Telephone #: (386)767-4774 Fax #: (386)767.6556 Email: IehpeQ6el Isouth.net PAGE COPYRIGHT2006 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 3A.1.1 & 3A.1.2) MAX. UPRIGHT HEIGHT (h) 1" Sc 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-7) 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 + LTFORROOFBEAMAERNATE CONNECTION P!2' ...__. @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS uiSEETABLES) D/ z O.H. — aj SOLID ROOFco NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW =LOAD WIDTH P' VARIES - --- - NOTES: 1. AN 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 VVALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF F/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: 100 -123 150 8 130 140 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) 767.8556 Emall: lebp&Qbellaouth.net 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 ALT 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 SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER 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, F1 32121 Telephone #: (388) 767-4774 Fax #: (386) 767-65M Email: lebpaC bellsouth net PAGE © COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. 3A-4 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 1-112" 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 kTACHED TO 1" x 2" OPEN LACK 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 Q 6" FROM EACH OST AND 24" O:C- MAX. AND ALLS 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. FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-M6 Emall: lebpaCbellsouthnet PAGE © COPMGHT2008 3A'6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. L. — --_--.... _._ . — -_—.... .— __.,. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P S: 4)1/4" x 4". LAG BOLTS 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 TYPICAL UPRIGHT DET L SCALE: 3" = V-0" SECTION 3A RISER PANELS ATTACHED F 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-GSW Email: lobpo@Dellsouth.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. SCREEN, ACRYLIC & I VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD l Z A B C 2 SPAN SECTION 3A UNIFORM LOAD l 1 OR SINGLE AN LOAD A B C D UNIFORM LOAD 3 SPAN l l l l A B C D E 4 SPAN NOTES: 1) l = Span Length a = 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, F1 32121 Telephone*: (386) 767-4774 Fax 8: (386) 767-6556 Emall: lebpeCbellsouth.net PAGE Q COPYRIGHT 2006 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN•, ACRYLIC & VINYL ROOMS Edge Beam Spans - Hollow ExtrusionsTable3A.1.1-120 Allowable for Screen, Acrylic or Vinyl Roomsdesign load of 13.0 #ISF. (48.3 #ISF for Max. Cantilever) For 3 second wind gust at 120 MPH velocity; using TOO 6063 T-6 y x 2" x 0.055" 1 bendin b' or deflecaction 0.04 Max S an'L' I bendin b' or deflectd Load Max. S an'L' oad Width (n) 1 2 Span 3 Span 4 Span Cantilever Wldt ft.) an 3 Span 4 Span Cantilever 5,„ d B'-7" d 8'-9" d 1' 0' d 61.3" d 6'-4" d 0'-11" d 5 g 51-0" 5'-0" d W-Y83" d 8' 4" d 0'-11" d 5'-10" d 5'-11" b 0'-11" d 7 d d b'-11" b 0'-11' d 7 4'-8" d 5'-7" d 5' 6" b 0'-10" .d 8 4,_7„ d 5-8' d 5,_7" b 0,.10" d B 4," d. 5,-4" b 5'-1" b 0'-10" d g 4 " d 5'-b" d 5'3. b 0'-10' d g 4'-2" d 5'-W b 4'-10" b 0'-10" d d 10 4'3" d 5'-2" b 10 4'-0" d 4'-9" b 4'-7" b 0-0 11 4'A' d 4'-11" b 4'-9" b 0'-0" d 11 3'-11" d 4'-6" b 4''`}" b 0'-0" d 12 3'-11" d 4'-9" b 4' 7" b 0''g" d 12 3'-9„ d 4'" b 4'-2" b 0 -0" d 2" 0.0 0'ord" Max.2 n'L31Spandin 1W or ef1Cantilever3x2x0.0 5ax. bendin or deflectMo d' ft.) SpaLoadMax. S an'L'. Width 18, 4 Span Width (ft) 1 & 2 Span 3 Span 4 Span Cant lever 6'-5" d 7'AV d 8'-1" d 1'3" d 5 51-8" d 7'-1" d 7'-2" d 1'-1" d 5 g 8'-0" d 7' 5" d 7'-7" d 1'-2" d 6 5,-4" d 6'-8" d 6-9" d 1'-0" d 7 5,-g• d 7'-1" d 7'3" d 1'-1" d 7 5'-1" d 6' 4" d 61-4" b 0'-11" d 8 5,$„ d 8'-9" d 8'-11" •d 1'-1" d g 4'.11' d 8'-0" d 5'-11" b 0'-11" d g 5,3" d 6'-6" d 8'-6" b 1'-0" . d g 4' 8" d b 5'-7" b 0'-11" d 10 5'-1" d 6'3" d 6'-2" b 0,-11" d 10 4'•6" d 5'-6" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d b'-11" b 0'-11" d 11 4' 5' d 5'-2" b b'-0" b 0'-10" d 12 4'-9" d 5'-10' b 51-8" b 0'-11' d 12 413" d TI V b 4'.10" b 0'-10" d 2" x 4" x 0.050 S an IL' I bendin b' or deflection d' 2" x 3" x 0.045" 1 bendin 'b' or deflectlond' Load Max. Load Max S an'L' Wide (ft) Span 3 Span 4 Span Cantilever Width (ft.) 1 g 2 Span 3 Span 4 Span Cantilever d 111-4" d 111-2" b 1'-0" d 5 7'-1' d 8'-I9" d 8'-9" b 8,$" d 10'-7" b 10'3" b 1' 8" d g 61-8" d 8'3" d T-11" b 7 b 1'-7" d 7 6'-4" d 71-8" b 7'5" b 11-3- d 8 7'-10" d 9'-2" b 8'-10" b g 6'-1" d T-2" b 6'-11" b 1'-2' d g TT—d 8,3„ b 8'-4"' b g 5'-10' d 6'-9" b 6'-8" b 1'-1' d d 10 7 3" d 8'-2" b 7'-1:1" b 1' Fi" d 1 o b'-7" d. 6'S" . b 6'-2" b 1'-1" d 11 8'-11" b 7'-10' b 7'-7' b 11 5'S" d 6'-1" b 5'-11" b 1'-0" 12 6' 8" b 1'-4" d Notes: Add horizontal distance from uprig ht to center of brace to beam1. 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 214358, South Daytona, FI 32121 Telephone #: (388) 787-4774 Fax #: (388) 7874eSW Emaa: jabpaCbebouth.net PAGE © COPYRIGHT 2006 WrrHOUT THE WRITTEN PERMISSION OF t/,WRENCE E. 9ENNETT, P.E. 3A-12 NOT TO BE REPRODUCES IN WHOLE OR IN PART SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 f Screen, Acrylic Vinyl Rooms AllowableHeights, ail Spans or Header Spans Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 13.0 1S Wldth'W' Purlin I 3 second wind Sections x2"x x4"x x4"x x5"x x5"x x6"x x2"x x3"x at 120 MPH load of 15.0 #ISF or SECTION 3A S" x 3" x 0.060" S uare 7'-9" b 7'-0" b 10'-0" b b 9'-1" b 6'-8" b 8'4" b 8'-0" 8' 8" x3" S" x S"x 0.093" 8 uare 17-3" b 7pb 11'-4° b 10'" 2. b N11L;-2i b 12 =11" b 12'-5° x 0.125" 3 uare 17 19-0 b 17,-7" b8'" b 15'-8" b 14'-9"b14'-0"b13'-5" 4"x4"x0.125" Square brace to beam connection to the Notes: Include length of knee brace. Add horizontal distance from upright to center of1. Above. spans do notabove spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P. O. Box 214388, South Dayton", F132121 Telephone 0: (388) 767-4774 Fax t. (388) 767-MM Emall: Iebpe®belleoutKJW PAGE© COPYRIGHT 2008 '25 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrITEN PERMISSION OF LAWRENCE E BENNE T, P.E. ttm d ,i A®gam' Ctc'i$ 99 3i" Qr sawrANIELF 7 Fr MOSMIRMORRAFM lOx wmsmvmpot ppR DTAL 41pXS% AM® SMMGPTOA USIgirM " ALL RoW-' EXWM FMM at r uwmnce -S Bwm4 P-/ FL # I qW. r'Rt 4 L 7.4 I BXVmrluomo A ECACHWE WjM&WASHM 8x 1W UM p) pERPAN AND' (J)AT PAN ROM AI.TP'MOM*MMM-- PAN Win ww 7iurn"MSWCFFANAND WADER 13RFP rlj%w TO DM V INAWW"r LUNDWUSgi To"OUR WWJNI A 0M I CMUAL .-q 01OXW 1 WO FEN air, PANELT a I UNW A ww" . H MUM mostrumuA Wamw MPMWAM PAM MMsWfM7). MTROMM AMM ROOF FOMPRODUGM Sgv 3 F pM"SPRIMUM TARYMANWU n.:.. •: ii:: is r r.. r.0 YYllllr r . r, Hsi • l o 0 TU M — orationLawrenceE. Bennett, P.E: FL # 16644 — Elite Aluminum Corp CIVIL & STRUCTURAL ENGINEERING _ 1801 NM- 64th Street P.O. Box 214368,'South Daytona, F132121 Panoi F oaac Ft Lauderdale, FL 33309 Telephone #: (386) 787 4774 Fax (386) 707.6556 — Tel: (954) 491-370-0 Fax: (954) 491-1433 Email: Iabp8QbGII&0uth.net PAGE © cOPYRIGHT2008 7 36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE MITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. l 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'M or''011 or'D'n; importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or l,_l1/ 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. "W 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. 11. 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: Y es No LZJ A. Project name,& address on plans .. ...... .. ..... ............. .......... mB. 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: EZI El 1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure M2. Front and side elevation views with all dimensions & heights .............. 3. beam span, spacing, & size ............................................... Select beam size from appropriate 3A.1 series tables) ED 04. 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 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 Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1p.00 (b or d) x 1.00 (b or d) = IWindZoneMultiplier ** -J 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 f 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 @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** J ' 1 Exposure Multiplier ** Yes No l C. 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.............................................................. El4. 3. Beam to beam............................................................. IZI Chair rail, purlins, & knee braces to beams & uprights ........................ El5. Extruded gutter connection ................................................. LLJ6. U-clip, angles and/or sole plate to deck ...................................... EE. Foundation detail type & size .................................................. Notes: Appropriate_ multiplier from page 3A-ii and 3A-iii. b-8 r a ou ytgi. ....................... d i '• .... ............ nam Q. d. dwwlo a yw 9, Wow 01........................ 1• w. .••.reesareaorrwwaworr/ L4MM& . . NOn . I/.. rrr.Irr.r•Pid 16 IL o L C,pi t4 ownid- Ilnti(, w'r j , p " dl. IYbM'N'' W&4.tMlYd to Mi••''_ ........ 11 . / I ........... • YIA' w i l. 96 1 ... •...... -... ... I.". f ........................ twboolsk WP. OdOW__" 1•.. I •... t y., qy[[('J`yn.•..I.... I.•..I............................................... w. ii OW... lb" • • ... .. I ...... ...........1......../...../.. w..../• •^. m iiillC4 w.• II tl, SbA s1f1W ..Yhm olly^__"t* ..............• . / . / . • . I Yi1ri L WWW................ 1.................... s ti. W, i.