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1229 Berkman Cir - BC08-001622 - SCREEN WALLS (A)CITY OF SANFORD PERMIT APPLICATION Application # : 1 l Submittal Date: Job Address: O ! n C I (C li / v" lJ' Value of Work: $ G t Parcel ID' 0 l q- 33 D - yj) - Q 000 -d q f'JO Zoning: Historic District: Description of Work...l.... ..... ............................ SquareFootage: 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): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) rp Contractor:.%J Z C(Q l.SrS, Property Owner: T/ L % rt DK. Address: 6/ V I W / p d Address: Io2I D Ce/T//l( / bi%" b0 E-mail: Phone:3a3-o qi State License Number: Phone: Bonding Company: Address: Architect/ Engineer: Mortgage Lender: Address: Phone: Fax: Address: _ Plan Review Contact Person: IM Td K(t `/ Phone: U a ' aa 1 Fax: 0 3;1 3-OW E-mail: e,_1t52,?e Z 6 t'ICc 1GyD 6e. 7TApplication 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. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 711 T' - r- -r .5-t L loy Signature of Owner/Agent Date Signature of C tractor/Agent U Date Print Owner/Agent's Name 1. Signature of Notary -State of Florida Date Owner/ Agent is _ Produced ID APPROVALS: ZONING: Personally Known to Me or UTIL: FD: Print Co tractor/A ent's Na e ian ur, of Notary -State of Florida D e Cor iactor/Agent is Produced ID _ ENG: Notary Public State of Florid; Marlette R Mosley My Commission DD672921 y,' BLDG: Special Conditions: Rev 07.07 CITY OF SANFORD PERMIT APPLICATION Application # : o I/ Submittal Date: C I Job Address: O 1 n Oe -j'& , J, - Value of Work: $ Parcel ID' i;j. 0 l q- 3 P^ Sr) q- Qy o D- d q/ 0_ Zoning: Historic District: 50 DescriptionofWork: , w'e % Cyo- 05 Square 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): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: (.t. - "e I 1t° eoep Contractor: ' d Suez U%V eCrQ 1 s7s, Address: 7 6 I V >° And e 5 Address: J I rt 32 i I MArPhone: r- L T 7b 'grj 166 E-mail:/ Phon3a3'do2 j q State License Number: Bonding Company: Mortgage Lender: . Address: Address: Architect/ Engineer: Phone: Fax: Address: _ Plan Review Contact Person7 T6 KA y Phone: U a 3-d P Fax: 3.-3-0ff E-mail: eo( eqe Z 6rtanc6@- i156It'lt er 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 issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit mustbesecuredforELECTRICALWORK, 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 IMPROVEMENTS TOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 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. Signature of Owner/Agent Date Signature of C tractor/Agent Date X 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: s of Notary - State of Florida Co actor/ Agent is Produced ID _ ENG: 51lalb i# ar ps Notary Public State of Florida Marlette R Mosley My Commission DD672921 Special Conditions: Rev 07. 07 I Iasi Ia ud tl sal a are a a iI aa Ia i a a as it ala a lai ai u Isai Ns tnstrunient Prepared By: iffany Tefft 901 Vineland Road, Suite 500 MARYANNE MORSE, CLERK OF CIRCUIT COURT rrlando, FL 32811 SEMINOLE COUNTY BK 06743 Pg 1213; Qpg) CLERK''a 0 2007096481 RECORDED 07/02/2007 09i34:53 AM RECORDING FEES i&M RECORDED BY H DeVore ermit No NOTICE OF COMMENCEMENT ITATE OF FLORIDA, OUNTY OF SEMINOLE HE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance iith Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: (legal description of property, and street address if available) REGENCY OAKS UNIT THREE LOT 297 1229 BERKMAN CIRCLE PB 72, PGS. 9-11 S ( 30 S--LT 00 -,q v General description of improvement: NEW CON&TRUCTION TOWNHOME I. Owner information a. Name and address: Pulte Home Corporation 4901Vineland Road, Suite 500 Orlando, FL 32811 b. Interest in property: a. Name and address of fee simple titleholder (if other than owner): t. Contractor: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 i. Surety a. Name and address: b. Amount of bond $ 3. 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 as provided in Section 713.13(1)(b), Florida Statutes:(name and address) a. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 3wor t avidavidl subscribedb e m his day of, 200 Scott Paige (Attorn -Fact) Owner's Name : Pulte Home Corporation Signs e Notary V lic) Owner's Address: 4901 Vineland Road Jotary's Name Orlando, FL 32811 ANY TEFFT MY COMMISSION # DD 520291 rotary's Commission E r ` EXPIRES: March 15 2010 F.icrdO ThruNotary Puollo UnJ i Ni tale ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS. Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 O"m JOHHSoN. CFA, ASA 3t7 34: PROPERTY APPRAISER L_LJ_W1J cc 4 - SEMINOLE COUNTY FL. 31`' I i.GTA 297_ C Vf a. x s g1101E. FIRST sT D t 4 SANFORO , FL 32771-1468 2q5 407-665-7506 7,3. 3 t 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-2970 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: 1229 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 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 297 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=28193051900002970&cp... 5/7/2008 Permit #: Project Name: 08-1622 Screen Room Address: 1229 Berkman Circle Plans Reviewed By: Richard Denman 407.330.5656 The Permit 9s Subject 4® The EF®g0®wi ng 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. I . Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building. Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PERMIT # DATE: 9 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 297, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BERKMANS CIRCLE BERKELEY ACIRCLE I RIGHT OF WAY VARIES 100.00' N 90'00'00" E W pD K A r*t rrl z D 0 DDn I rqwn n r rmrTl 1 n. s I• Cn 00 TRACT A COMMON AREA) ROADWAY, ACCESS, RECREATION, LANDSCAPE, DRAINAGE & UTIDTIES BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES O DO J 04 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTIONLISTFORCONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE ONLY., 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 LOCALF.E.M.A. AGENT FOR VERIFICATION. OF LOT 297 FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY- SJ JOB NO. VB000263 LOT 297 DRAWN BY: _ REVISED: DIVIDUAL PI OT PI AN N-9R_n7 Pea PLAN 06-25-07 VH/RAB 0 1"=30' GRAPHIC SCALE 0 15 30 BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT LEGEND S S/W BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINEPCCPOINTOFCOMPOUND CURVATURE CXPROPOSEDELEVATION POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLECONCRETELDENOTESARCLENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURELSLICENSEDSURVEYORPIDENOTESPOINTOFINTERSECTIONPRMPERMANENTREFERENCEMONUMENTPRCDENOTESPOINTOFREVERSECURVATUREPCPPERMANENTCONTROLPOINTPTDENOTESPOINTOFTANGENCY P) PER PLAT TYP TYPICAL M) MEASURED A/C AIR COND111ONER CALC) CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C9CONCRETE WALK R RADIUS SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PBPLATBOOKR/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NGNATURALGRADEUPUTILITYPADSQ. FT. SQUARE FEET A5M A M1= F 1 C N N SUF: ZVFEE YING 8c MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 407) 426- 7979 WWW.AMERICANSUR VEYINGANDMAPPING.COM 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT:AN AUTHENTICATED ELECTRONIC SIGNATURE AND AITHENTICATED ELECTRONIC SEAL_ FOR THE 7 FIRM JAMES JAY JIL//ES PSM #4997 DATE A5M A M1= F 1 C N N SUF:ZVFEE YING 8c MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 407) 426-7979 WWW.AMERICANSUR VEYINGANDMAPPING. COM 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT:AN AUTHENTICATED ELECTRONIC SIGNATURE AND AITHENTICATED ELECTRONIC SEAL_ FOR THE 7 FIRM JAMES JAY JIL// ES PSM #4997 DATE LWW r 00 tz C 00 8' x B' Screen Room 1/4" = 2' 3" Elite Roof 14' Top View 13' Front View y 8'5" as v 00 i SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright , Acrylic Heights, Chair Rooms ail Spans or Header Spans Screen, .. T For 3 second wind gust at 120 MPH Sections 3'-0° SECTION 3A X O.Abu- 2" x 4" x 0.046" nuov.. S.M.B. 12'-8" b 11'-9" b 11'-0" b 2" x 5" x 0.062" Hollow 6 _ b Z, 1" b 13 = " b 13 -2" b 12'-&" b 11= " b 11'-5- bM-- 0'-2' 2" x 5" x 0.050" S.M.B. 18'-0" b 1 g'-$" 15' 5'-0Y 4tg• 2" x 6" x 0.050" S.M.B. 7 b 8-7 b 6 _2"" b 5'-9" b 61" br7l b5'-6" 2"x2"x 0.044" Sna Sna 1 8'-7" b T-11" b T 5" b T-0' b 6' 8" b b" 7:2" b4" fb g{• 3" x 0.045" 10'-1" b 8'-4" b 8'-g"b8'-3" b T_10• b bb53" x 0.045" 3" x 0.045" Sna Fluted6'-10" b 6'" b b'-11"tr6-7"b5'-4" 6'-10"b'-8"b5'-11"b3"x x 3" x 0.060" S uare 8 -5 b 7 " b 11'-4" b 7'-0" b 10'-8" b 10bi b 8-83" 1'-1 x 3" x 0.093" S uare 12'-3" b 17 7tl b 16'-3tl b 8" 9. b 2. 13=5" b 12'-11"b3"x3".x0.125" S uare 19 -0 b 17 -7b b 15'-8" b 4" x 4" x 0.125" S uare from upright to center of brace to beam connection to the Notes: Include length of knee brace. Add horizontal distance 1. Above. spans do not above spans for totalbeam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214388, South Daytona. FI 32121 Telephone #: ( 366) 767-4T74 Fax#: (366) 767.6556 Ema: lebpe®b8iIWU h* PAGE 3A- 25 COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE =PART=UT.THETTENPERMISSION OF LAWRENCE E. BF1JNtTr, P 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 #JSF for Max. Cantilever) tes: g ht to center of brace to beamNoofkneebrace. Add horizontal distance from uprig 1. Above spans do not Include len th connectiontotheabovespansfortotalbeam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRU B8 south c RALNC51NEERING P.O. Telephone ti: Emu ;4 ®beU7Fax #net i 767- 66M PAGE © COPYRIGHT 2006 IN WHOLE OR IN PART WITHOUT THE WRRTEN PERMI8310N OF LAWRENCE E. 6ENNETT, P 3A-12 HOT TO 9E REPRODUCED s SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD l is A B C 2 SPAN SECTION 3A UNIFORM LOAD l l A B C D UNIFORM LOAD A B C D E 4 SPAN NOTES: 1) l = Span Length a = 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. F132121 Telephone #: (386) 767-4774 Fax #: (386) 767 `-&W Emall: lebpe(Mbellsouth.net PAGE COPYRIGHT2008 3A-9 NOT TO 6E REPRODUCED IN WHOLE OR INPART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P s: 4)1 /4" x 4". LAG BOLTSWIN1-1/4" 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, SCALE: 3" = 1'-0" 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, Fl 32121 Telephone #: (386) 767-477.4 Fax #: (386) 767.OSM Ernall: lebpeQbellsouth.net PAGE COPYRIGHT2008 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE 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 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 r,ONCRETE W/ 1/4" x 2-1/4" ANCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O,C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona. FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6656 Emall: lebpaCbellaouthnet PAGE © COPYRIGHT2008 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEff. P.E. SOUR IWF PAWL PROUCT8 1200' PJAL xVSE 12W P 1' WIDE x r BCIil rim 1w- y f &TED PACE rP -+ roltr T Fir r1B 1w p..pz c= E. P-Z FL# 16544 Tdwbm.& Ion fti ONowimwwwwoh" nil" 7! trrmow ,w+ 0 ortio° N°raw r 9Q X WMGMWMPPER oily TAL X3M°8L(LORW 0aMVEPAC001210JM Es Benn4 P-Es VMS ROOFPANIL ExMM FAM SSW awww • V y IUM Pam ' TO WHOP UMMU rtWIATI Tolomm Ami3am CWALL OO FORCM IOx(t, 14AWO F1 e it PAN&I pjW BOA nor o+ r SEMA MUM ORS:. WMONCF ikwmcw Lit alipM {NRM PAM AN N'n . xtmwmm ABLIN p g 17 so ROOP phi. PRODUM i P PU ram$ 1 1lr.. dFor D ;:g pg. ri0A+1 &84w FN44 N°, EL SCAM W.1Lo' 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'1 or''C''r-1 or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or ( MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Ed Senez Phone: 386-775-4915 Contractor / Authorized Rep* Name (please print) Date: Contractor / Authorized Rep* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans......:...............I....................... B. Site plan or survey with enclosure location ....................... C. Contractor's / Designer's name, address, phone number, & signature on plans .... - - D. Site exposure form completed . . . ® m E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: host structure area of attachment, enclosure length, and ........ E 1. Plan view with projection from host structure. El2. Front and side elevation views with all dimensions & heights .................. 3. Beam span, spacing, & size ................................................ Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size ............................................. Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) 5. Chair rail or girls 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 m El 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 120 MPH @ Span MPH@ 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = p Wind Zone Multiplier ** 4 t- 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 ........................... E 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 F Required Span @ MPH120MPH@0 .00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** _J Exposure Multiplier" Yes 0 No 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.............................................................. ED3. Beam to beam............................................................. M 4. Chair rail, purlins, & knee braces to beams & uprights ........................ E5. Extruded gutter connection ................................................. ElE. 6. U-clip, angles and/or sole plate to deck ...................................... Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 YIW a.FBaa........... A,,,,myed ........ • Y pt r d NOW drAWW jpp . , .... Yas 2. d. op.,"' to —.I." o alif i •............ a . 16' W smahm • - T u....r...rr.....a............•.•......* r........ Pdal ........ Cd.UP", a' Id. { P",g .............................. wbr L Chgak.......... ..•.• Sim C6 (Wa+r.. .,.eW "g*l ArWM d. UptgM t° d bd* ............................... Y 4 Ghee & ...... ... a. eta att6 rbae . "........... •................. to oet t I d61 powUmlosW em q d.ior 9LIrdo .................................r. d..)W Yoe k6SbA orfs n........................................ FAa PSAW o tan ..................................... SM44OUn"ta roe" do Nc 04 No r 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 2-1/4"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 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, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-65M Email: lebpe(Qbellsouthnet PAGE © COPYRIGHT 2008 NOTTOBEREPRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-4 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES j 3 3A.1.1 & 3A.1.2) MAX. UPRIGFiT" H* HEIGHT (h) MIN. 3-1/2" SLAB. ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES LW' LOAD WIDTH FOR ROOF BEAM r, VARIES P' VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) LU 0 W Z P00 W P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WOW' x 2-1/4" CONCRETE FASTENER MAX. OF 2'4' 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/ C.. ANCHOR BEAM AND WAERNALLY OR O W/ ANCHOR CLIPS AND (2) #8 SCREWS W/WAHERS @ EACH COLUMN H POINT OF INTERNALLY CONNECTION. 2. SELECT FRONT 11VALL 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: linn-vnl 130 1 140 1 150 8 #10 I #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. F1 32121 Telephone #: (386) 767-4774 Fsz #: (386) 767-6556 Emall: lebpaC belleouth.net PAGE © COPYRIGHT 2008 3A•2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf, P.E. SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) 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 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)767-4774 Fax #: (386)767-6556 Email: lebpe@bellsouth.net PAGE Q COPYRIGHT2006 3A-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS I 16644 - : Ma -3 ELORC 00m Lawrence E. Bennett, P.E. FL _ Elite Aluminum Corporation CIVIL & STRUCTURAL EN13INEERINO ; _ 1801 N.W. 64th Street w"fiod_ P.O. Box214368, South Daytona, FI32121 =_ _Pndiuct` _. _,_ Ft. Lauderdale, FL 33309 Talaphono #: Email: 1bD belleouthnet 786) 767-8558 _.. _.. - - Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRtOHT2008 7' 36 NOT TOBE REPRODUCED IN WHOLE OR IN PART W OUT THE "RAN PERMISSION OF LAWRENCE E. BENNET P