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1209 Berkman Cir - BR08-001617 (SCREEN ROOM) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION Application # : O— Ito I . Submittal Date: 16:5 Job Address: CI tr'r. le - lam( Value of Work: $ % Parcel ID: c j"6000 20a.0 Zoning: Historic District: k 0 5 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): of Dwelling Units: Flood Zone: (FEMA form required) Construction Type: # of Stories: g d 5e z /u,c/lr)uN1Cr lts -s Property Owner: bf t° • • eUPContractor: Jk Address: L1,76 I V f & ci 5— r ft DK, bb/ Phone: J'3"o I State License Number: C bOJ`fr1' Phone: E-mail: Bonding Company: Mortgage Lender: . 0 Address: Address: Phone: Architect/ Engineer: Fax: Address: u Plan Review Contact Person:Jim Tb / Phone: Fax: -3 3 0833' E-mail: eGI 0e Z 6+iaydI) 115bht ' l, /12T Application is hereby made to obtain a permit to do the work and installations as. indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS; FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,. etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public, records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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 Cont ctor/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: Special Conditions: Rev 07.01 UTIL: FD: Produced ID ENG: Notary Public State of Flomrk Marlette R Mosley My commission DD672921 rFe CITY OF SANFORD PERMIT APPLICATION S q I dSubmittalDate: Application # : 1 n1 G, , G l I f' Ole lj . , ALI Value of Work: Job Address: i 000 L30,10 Zoning: Historic District: ParcelID: : J / 6 I V ............................ Square Footage: .............. Description of Work............................................................ ing Fire Sprinkler/Alarm Permit Type: Building Electrical Mechanical Plumb Pool Sign i Addition/ Alteration Change of Service Temporary Pole Electrical: New Service - # of AMPS ' Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing/ New Commercial: # of Fixtures Plumbing Repair -Residential Commercial Plumbing/ New Residential: # of Water Closets occupancy Use Group(s): Occupancy Type: Residential Commercial Industrial p y Flood Zone: (FEMA form required of Stories: # of Dwelling Units: Construction Type: Cd . 4ez A /u AO U eC ors t°- r3'011'iC UzL-- Contractor: , • Property Owner: - Address: Address: ndo, L 3 State License Number: C bb5 1 o Phone: 3 3" Phoney E- mail: Mortgage Lender: . Bonding Company: Address: Address: Phone: Architect/ Engineer: Fax: Address: /) 8 Z 6 t'(indD Phone: a 'a 1 Fax: 3 3 D E-mail: Plan Review Contact Person: // 15b1e neT installation to the Application is hereby made to obtain a permit to the work to meets standarinstalladsof aons llslaws regulating construction inthis rjurisdiction.hI understtandthat as separateissuance of a permit and that all work will be perform 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. G TWICE FOR WARNING TO OWNER: YOUR FAILURE TO RECORD COMMENCEMENT MUST BETICE OFCEMENTMAYRESULTINYOU ,RECO RECORDEDAND POSTED ON THE JOB SITE BEFORE THE IMPROVEMENTS TO YOUR PROPERTY. A NOTICE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. found in NOTICE: In addition to the requirements ofthis required from other governmental restrictions es suph ias cableeoma1°nagement districts, stthat may ate agencies, oPfederal agencies. this county, and there may be addition permits he property of the Acceptance ofpermitisverificationthatIwillnotifytheowneroftSignatureofCont ctor/Agent Date requirements meets o ridaLien Law, FS 713. x " Signature of Owner/ Agent Date X n2a Print Owner/Agent's Name to Signature of Not of Florida Date Owner/Agent is — Personally Known to Me or Produced ID NM tq ,"UT[ L: FD: APPROVALS: ZONING: Special Conditions: Rev 07.07 Notary Public State of "Ono' Mgrlette R Wsley My Commission DD672921 Ill ENG: BLDG: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 it6 ;itd 0"M JOHNSON. CFA. ASA BERKELEY CIRCLE PROPERTY FFMAPPRAISERn SEMINOLE COUNTY FL. t 101 E. FIRST ST SAN FOR D, FL 32771-1.1468 J toIL 407-665-7506 I III 2008 WORKING VALUE SUMMARY Amendment 1 impact not refie.., GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-3020 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: 1209 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 Portal "ity 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 302 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 JusWarket value. http://www. scpafl.org/web/re_web. seminole_county_title?parcel=28193 051900003020&cp... 5/7/2008 i :his Instrument Prepared By: 1IIIIIIiI' III111111111111111IIIII1111111111111II1111IIIL iffany Tefft L 901 Vineland Road, Suite 500 MARYANNE . MORSEI CLERK OF CIRCUIT COURT, Mando, FL 32811 SEMINOLI:.COUNTY BK 06145 P9 12181 (49) CLERKS # 2007096486 RECORDED 07/12120/2001 09:84:53 AM RECORDING FEES 10.00 RECORDED BY H DeVore ermit No. NOTICE OF COMMENCEMENT STATE OF FLORIDA, OUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance vith 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 302 1209 BERKMAN CIRCLE PB 72, PGS. 9-11 2. General description of improvement: NEW CONSTRUCTION TOWNHOME I 3. Owner information 0 a. Name and address: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 b. Interestin property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor' Pulte Home Corporation 6. 4901 Vineland Road, Suite.500 Orlando; FL 32811 s 5. Surety i a. Name and address: R b. Amount of bond $ l i 6. Lender: (name and address) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served i as provided by Section 713.13(1)(a)7. Florida Statutes: name and address) P 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 o d subscribed before me Phis _ day of UJIL— 20M Scott aige (Att ney-in-Fact) Owner' s Name : Pulte Home Corporation Slgna r o Notary P lic) Owner' s Address: 4901 Vineland Road F Suite 500 Orlando, FL 32811 Notary' s Name MY cOMMIS"ION B aq 520291 Z. EXPIRES.March 15, 2010 Bwdad 7hru Notary PUbliO UMOrwtit" Notary's Commission Expires: , r,'f;,. ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS. 0 0l IME Permit #: Project Name: 08-1617 1 Screen Room Address: 1209 Berkman Circle Plans Reviewed By: Richard Denman 407.330.5656 The Permit 0s Subject 4® 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. 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 MMunicipal 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: PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 302, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: PLATTED S. BERKMAN CIRCLE BERKELEY CIRCLE 1 RIGHT OF WAY VARIES b b100. UO, N 90.0010011 E---- I I II I y_ I L 00 r,. I I O. c I 6 i. UO -- -- 1„ = 30- Z C, 60.o'- u, T I I I GRAPHIC SCALE I O O. 5 l 1-_- ru I7 S_ 1 ri o I: C..I f I r i /I 1{I 0 15 30 W. W II O1- Ii. O1 x p OTy, h. oi WJO7J-_ 71 m O~19 o 17.3Q QmO. o DOOcUoLr L4- C`Jr cSImo- n fr A I I p Zxt* t N-1 q Imr n D-<Z 60. 0, ;u y r(! l.. 71 I v i rO rq n X Il OO l>I r 7- p 1 0 0 IN 1 I C NN'_."_.-. nr U3 m IIc F- o.r' Ov; oJt 4. 2.7'`--C mo IIu _ I , 11.. I 3` v':{ eo• u u(r' O C.) rT1 I QO I r C` Ip coDo 13. 0' OO a-. I op. ODD ITS 42. 7' cnul 00 II i I coo o 0) I I Ilim,I Iv 6U.( I' CO -1 I F I I I I 4T3 7SV25 t I ORAINArE EASEMENT I S 90. 00'00" W I I I I 100.00' n TRAc r is COLIAION AREA} I ROADWAY, ACCESS, RFCRLA(ION, -. I i ILANDSCAPE, DRAINAGE & U ULITIES I s> BUILDING POSITIONED PER LAYOUT BUILDING SETBACKS ' tV DRAWING PROVIDED BY CLIENT FRONT: 19, REAR: 13' LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH SIDE: rJ POB POINT ON BOUNDARY CENTERLINE POL POINT ON LINE RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: XXX. X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PULTE HOMES PROPOSED DRAINAGE FLOW OANGLE A DENOTESDELTAOCONCRETEL DENOTES ARC LENGTH 1. ELEVATIONS SHOWN ARE PER ENGINEERING PSM PROFESSIONAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE PLANS PROVIDED BY THE CLIENT. 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 THIS PLOT PAN 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 HOUSE (CALC) CALCULATED CONCRETE CK WALL TO PANANDOPTIONRPRADIUS POINT LIST FORCONSTRUCTION. FND FOUND R ALL BUILDINGSETBACKLINESSHOWNHEREONISPERDATAC/W CONCRETE WALK CONCRETE SLAB S/WSIDEWALKCSFURNISHEDBY CLIENT AND IS FOR INFORMATIONAL PURPOSES CID CONCRETE PAD C CHORD LENGTH ONLY. PB PLAT BOOK R/W RIGHT-OF-WAY THIS, IS, NOT A SURVEY PGS PAGES ORB OFFICIAL RECORDS BOOK THIS IS A PLOT PLAN ONLY NG NATURAL GRADE UP UTILITY PAD SO. FT. SQUARE FEET I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 1 R HAS NOT ABSTRACTED THE OHEREON NO1202940040EDATED4/17/95 AND FOUND AND SHOWN FOR EASEMENTS, RIGHT THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X OF WAY, RESTRICTIONS OF RECORD WHICH AREA OUTSIDE 100 YEAR FLOOD PLAIN MAY AFFECT THE TITLE OR USE OF THE LAND THE SURVEYOR MAKES NO GUARANTEES AS TO THE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN ABOVE INFORMATION. PLEASE CONTACT THE LOCAL LOCATED.EXCEPT AS SHOWN. F.E. M.A. AGENT FOR VERIFICATION. 3. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 302 FIELD DATE:) REVISED: S lU R,\/ Y 9 iV SCALE: 1". = 30 FEET +' MAPPING 4& INC. APPROVED BY: SJ THE CERTIFICATION OF .AUTHORIZATION NUMBER LB/j6393 FIRM AVE. RIDASUITE B VB000283 LOT 302 1030 N. ORLK, JOB NO, FLORIDA ` 7 WINTER PARK, FLO 327t39 INDIVIDUAL PLOT PLAN 8-28-07 RAB 797 4SUI 426-7979 DRAWN BY: PLOT PLAN 08-26-07 VH/RAB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES JAY JILES - PSM #4997 DATE r 00 C 00 8' x 13' Screen Room 1/4" = 2' 3" Elite Roof 14' Top View 13' Front View 8' 5" oI n 00 00 0bb a SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) H I. 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 FOURTH WALL FRAME USE BEAM 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, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & 'VINYL ROOMS EDGE BEAM (SEE TABLES j 3 3A.1.1 & 3A.1.2) MAX. / H* UPRIGF " HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB.ON GRADE VARIES OR RAISED FOOTING ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH FOR ROOF BEAM SIZE BEAM AND UPRIGHTS SEE TABLES) SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES r VARIES P' VARIES -- -- ALTERNATE CONNECTION @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) w C9 Z P l' X U W P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1. ANCHOR 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 WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 1 150 8 r #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE:3/16" V--0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona. Fl32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpaCbellaouth nat PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEM P.E. 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/ 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 ALT ATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 114" 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 211x2"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) 767-6-IM Email: lebpe®bellsouth net PAGE © COPYRIGHT 2006 NOT RI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A"F SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES TIDE WALL HEADER kTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" T.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" 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, F1 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth net PAGE © COPy{tIGHT2008 NOT RI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-6 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 BOTT( W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS 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"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 @ 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, Fl32121 I Telephone #: (386) 7674774 Fax #: (386) 767.65W Emall: lobpefabellsouth.net PAGE I g) COPYRIGHT 2008 3A_7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ! i SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A UNIFORM LOAD l a -- A B SINGLE SPAN. CANTILEVER UNIFORM LOAD l l A B C 2 SPAN UNIFORM LOAD l d l A B C D UNIFORM LOAD 3 SPAN l t l Z A B C D E 4 SPAN NOTES: 1) 1 = 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) 767-6556 Email: lebpe(Qbelisouth.net Q COPYRIGHT2008 ART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. NOT TO BE REPRODUCED IN WHOLE OR IN P PAGE 3A-9 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. (48.3 #ISF for Max. Cantilever) Notes: 1. Above spans do not Include length of knee brace. Add hodzorltal 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 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona, F132121 Telephone #: (388) 767-4774 Fax #: (386) 767-BWB Email: Iabpeabeilsoulh.net PAG I © CGPYRIGHT2008 3A.12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRn-rEN PERMISSION OF Lp,WtiENCE E. BENNETT, P.E. i SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms A n_.. cnaz T-9 For 3 second wind gust 81 "Lw ."Ir.. •- __ , • -- - Tribute th W s tourm T-6" Sections 3 -0" 3.6 hla Nal bendin 'b' or deflection'd' " „ o• ti x x4"x x4"x 2" x 6" x p.UDD-- ....,. 2" x 0.044' Sna 7'-1" b 6'-7" b 6'-2" b 5' 9' G a' 2" x 2" x 3" x 0.045" snap 8 1"" bP B 9" b 8 3" bE6' 7 =2" b 8'-10" b 6'-i" b 8'S" 2" x 4" x 0.045• Sna 105. R. 5'-110" b 5'-0" b 5' e" b 5'' V 3" x 3" x 0.045" Fluted 6" b 6S" T 3"" b 6'-10" b 9. X 3" x 0.060" 3 oars S" x 0.093" 3 Ware 14 4" b 3 Y' 5"" b 18'-11" b 1'$" b 01 1x 3" x 3", x 0.125" 3 Ware 1T-7" b 16'3" b 15' 2" b18'-0" b 15'-8" b 14'-9" b 14'-0" b 13'-5" b 12'-11" b 12'-6° b 4• Y. 4" x 0.125" S Ware 19'-0° b 1T-7" b brace t0 beam connection to the Notes: include length of knee brace. Add horizontal distance from upright to center of1. 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 Tolephone 0: (388) 767-4774 Fax t (3s6) 767.660 Ema: labpeabellsouthnel PAGE 3A-25 N © OT 2008 NOTT TO TOB BEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAVVRENCE E. BFI9NETT, P saWrPANOLDMHIMMTABIXB i 1%r V . 1,741 Y 8 p.Z F( # IW4 T,UGbmdk ru 74! PJL F-' 4 11 ::r 1 IQ X'1A GMVMPFR RAPi+R++ C)RTAL M4Xsg° 11W® 7.4 6o. 4 a pawl-" PMM a F Q o PAGM 0 gap a amp a ox9mr7mamma PAN i F Tp GALL% J' a 7 0' LASE N . crtATl T 130 mm woml ARM130M ISO MR PANEL MMMIMM7). ormoom mox(t, 11910 FEN air PST IAHMM g SLMON 7 ROOF P - F7 0 612TI AARM-yl PRO-DUC7 i d P •' iiir 7yi••.{ : it •, •• r ..:;'ram Ivy ••••. •...,..rrr.. Y 11111 r1 7r2aiv 0L EL SCAM EJ SECTION 7 SOLID. ROOF PANEL PRODUCTS EUME200V Lawrence E. Bennett, P.E. FL # 16644 — Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING 1801 N.W. e4th Street ponal Roduct _ P.O. Box 214388, South Daylong, FI 32121 s- _ ( Ft. Lauderdale, FL 3330491-1433 Telephone #: (386) 787-4774 Fax # {388) 787 6558 Tel: 954 491.3700 Fax: (954) Emall: lebpe0bellsouth•net PAGE © COPYRIGHT 2006 7 `36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. 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' 7 or':C,' or'D'II; Importance Factor 0:87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or .1_yt/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 Reps Name (please print) Date: Contractor / Authorized Rep* Signature Job Name & Address Note: .Projection of room from host structure shall not exceed 16'. Ill. Building Permit Application Package contains the following: Yes . No A. Project name & address on plans .... ................ B. Site plan or survey with enclosure location .... .. .......... ....... onsignature plansC. Contractor's / Designer's name, address, phone number, & 9 D. 'Site exposure form completed ............. E. Proposed project layoUtr 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 s 2. Front and side elevation views with all dimensions & heights ................. 3. Beam span, spacing, & size .......:................ . .....:.............:... Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size .............. . Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) ED 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 EZI 0 A. Beam & purlin tables wl 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 Lookup span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH MPH 0.00 (b or d) x 1pp.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** _J L— Exposure Multiplier — Must have attended Engineer's Continuing Education Class within the past two years. . Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 C 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 @ MPH@120MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** L-- Exposure Multiplier ** Yes No C. Table 3A.3 with beam & upright combination if applicable ........ El M D. Connection details to be used such as: El 0 1. Beam to upright........................................................... IZI2. Beam to wall ................ . IZI3. Beam to beam............................................................. t 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection .............................. .................. 6. U-clip, angles and/or sole plate to deck ...................................... ED E. Foundation detail type & size ..........................................:. .... Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 L; an YOM add. 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