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1312 Berkman Cir - BR08-002486 (SCREEN ROOM) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION ' ; submittal Date: c U RECEIVED Application # : J V %% / Job Address: 3 '' " I fTC e ,56A' "' r !' - Value of Work- $ / " 8 Parcel ID' a d b Zoning: Historic District: en %Jet i ISDescriptiomofWork: • . • . Square• Footage:• . • • ... • • . • . • • . • . • . . • • • . P_ermif Type: Building L l 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: ne: (FEMA form required ) FloodZ,/ xZo1, 1u5 Contractor'!f' s Property Owner:^ b I (J ne1 Address: /c7 CA % Address: y l An G]1o f rt- 3,)-kl l 3 ya7• d 7 Phone: - 11061E-mail: hone:3—23 9 State License Number: n - Bonding Company: Mortgage Lender: . Address: Address: Architect/ Engineer: Phone: Address: Fax: Plan Review Contact Person: iMo- y j Pho e? 3o2 -<: d'f9 Fax: 323-D,r E-mail: 1'LOt-Ia ndo IP"i 1x %CSU u t • /1 ?T Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the a issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 1 will notify the owner of th p/rojp/erty ofth requirements of Florida Lien Law, FS 77137. Signature of Owner/Agent Date Signature of Con, actor/Agent Date I x TMo- t y T-D'/. Print Owner/ Agent's Name onracPrint tto Agent's Nam Signature of Notary - State of Florida Date Signature of Notary -State of on a ate Notary Public State of Florida how Marlette RMosley1MyCommission DD672921 f OF w Ex ires 07106/2011 Owner/Agent is _ Personally Known to Me or ID Contrac or gen is n y nown to. Produced ID e or Produced U1lL: FD: Q ENG: BLDG: 6 APPROVALS: ZONING: S Special Conditions: Rev 07.07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON, CFA. ASA BEIU=Y a2iFFITM PROPERTY5 j 312 361 H A . APPRAISER 4 t2 Ts T,. SEMINOLECOUNTY FL. A I d 1 101 E. FIRST sT SANFORD, FL 32771-1468 407- 665-7506 331 l T33 341 U 0 A VALUE SUMMARY 2008 2007 VALUES Working Certified Value Method Market Market GENERAL Number of Buildings 0 0 ParcelId: 28-19-30-519-0000-3430 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: 1312 BERKMAN CIR SANFORD 32771 Jest/ Market Value. 25,880 31,140 SubdivisionName: REGENCY OAKS UNIT THREE Portability Adj 0 0 TaxDistrict: S1-SANFORD Exemptions: Save Our Homes Adj 0 0 Dor: 0003-VACANT TOWNHOME Assessed Value (SOH)l 25,880 31,140 Tax Estimator Portability Calculator 2008 Notice of Proposed Property Tax 2008 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 Lands/Trails I/S Debtl 25,880 0 25,880 1451 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. 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 343 REGENCY OAKS UNIT THREE PB 72 PGS 9 - 11 Permits rOTE: 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=28193051900003430... 8/ 19/2008 PLC 'LAN DESCRIPTIt FURNISHED). LOT 343, RE OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. p LOTS 347-352 LLJ JJU Ldw I zw Y gw= w m CENTERLINE OF f RIGHT OF WAY KNOWN AS: BERKMAN CIRCLE LATTEDAS: BERKELEY CIRCLE RICH VWAY VARIES BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. I HIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES 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 LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 343 FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ REVISED: JOB NO. VB000283 LOT 343 DRAWN BY: - PLOT PLAN 10-05-07 DLC i 1 " = 30, GRAPHIC SCALE 0 15 30 BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB POL RIGHT OF WAY LINE PCCXPROPOSEDELEVATIONPOC OR PROPOSED DRAINAGE FLOW PD CONCRETE L PSM PROFESSIONAL SURVEYOR & MAPPER C.B. LB LICENSED BUSINESS PC LS LICENSED SURVEYOR PI PRM PERMANENT REFERENCE MONUMENT PRC PCP PERMANENT CONTROL POINT PT P) PER PLAT TYP M) MEASURED A/C CALC) CALCULATED CBW FND FOUND RP C/W CONCRETE WALK R S/W SIDEWALK CS CP CONCRETE PAD C PB PLAT BOOK R/W PGS PAGES ORB NG NATURAL GRADE UP SO. FT. SQUARE FEET 1. THE S LAND OF WA MAY A 2. NO UN LOCAT 3. NOT VA SIGNATU AME6 ICAN SUF2\I VING 8c MAPPING INC.- CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 WWW.AMERICANSURVEYNGANDMAPPING.COM JAMES MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTFI DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK UTILITY PAD URVEYOR HAS NOT ABSTRACTED THE SHOWN HEREON FOR EASEMENTS, RIGHT Y. RESTRICTIONS OF RECORD WHICH FFECT THE TITLE OR USE OF THE LAND DERGROUND IMPROVEMENTS HAVE BEEN ED EXCEPT AS SHOWN. UD WITHOUT AN AUTHENTICATED ELECTRONIC RE AND AUTHENTICATED ELECTRONIC SEAL. G FOR THE FIRM JAY JILES PSM 114997 DATE r, 00 A -5'10ec- icy / t --%4 A'.j -P; r 3 -7 -7 8' x 13' Screen Room 1/4" = 2' For vv,© r CS To: k IQ 02 3" Elite 9. Roof I 14' Top View 13' Front View 8-5" I 60 > bD 00 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS C-/ H ALUMINUM ROOF SYSTEMSIPERSECTION7 CARRIER BEAM POST S, ICAL SLOPED SOLID. ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLES 3A.1.4) SCALE: N.T.S. H r HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL FS 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: lebpe@ballsouth.net PAGE COPYRIGHT 2008 3A-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. i m SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS UTF%-H EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) H` HE(h) 1" 2„ 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) LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION @ FASCIA ALLOWED EE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) S W W zD O.H. - U SOLID ROOF N NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES VARIES P' VARIES --.....;. 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 1WASHER O.C.. ANCHOR BEAM AND INTERNALLY ORW/ ANCHOR CLIPS AND (2) #8 SCREWS W/WASHERS @ EACH POINT OFUMN CONNECTION. 2. SELECTFRONTWALLBEAM 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. ANCHORSBASEDON123MPHWINDVELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 - 1231 130 1 a1401!#12 8 10TYPICALSCREEN ROOM SCALE: 3116" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388, South Daytona, FI 32121 Telephone #: (386) 787-4774 Fax #: (386) 787-6556 Email: lebpa@beltsouth. net PAGE © COPYRIGHT2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE 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 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 ANCHOR 1" x 2" CHANNEL TO 4) #10 x 1/2" S.M.S. EACH SIDE CONCRETE WITH OF POST1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH H-BAR OR GUSSET PLATE SIDE OF EACH POST AT 24" 2" x 2" OR 2" x 3" OR 2" S.M.B. O.C. MAX. OR THROUGH POST ANGLE AT 24" O.C. MAX. MIN. (4) #10 x 1/2" S.M.S. @ MIN. 3-1/2" SLAB 2500 PSI EACH POST CONC. 6x6-10x10 W.W.M. OR FIBER MESH 1" x 2" EXTRUSION VAPOR BARRIER UNDER n ,` di.. a, A:.' 1-1/8" MIN. IN CONCRETE 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, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@ bellsouth net PAGE © COPYRIGHT2006 3A-4 . NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFIAWRENCE E. BENNETT, P.E. 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 IDE WALL HEADER kTACHED 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 WI MIN. (3) 10 x 1-112" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS @ 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, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-M6 Emall: lebpeloballsouthnet PAGE © COPYRIGHT2008 3A•6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PAS: 4)114" 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 a , 4 e ' TYPICAL UPRIGHT DI SCALE: 3" = 1'-0" SECTION 3A RISER PANELS ATTACHED CHAPTER 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, FI 32121 Telephone #: (386) 767-477.4 Fax #: (386) 767.65N Email: lebpeQbellsouth.net PAGE COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 L SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD l A C 2 PAN SECTION 3A LOAD LOAD AN UNIFORM LOAD l l l l 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 # 16W CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-65% Emall: lebpeCbellsouth.net PAGE COPYRIGHT 2008 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF I AWRENCE E. BENNETT, P.E. L SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS i 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 horizontal 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.0. Box 214368, South Daytona. F1 32121 Telephone M (388) 767-4774 Fax #: (386) 7674M Email: Iebpa(Mbellsouth.net PAGE © COPYRIGHT 2006 WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF t1,WRENCE E. BENNITr, P.E. 3A-1 Z NOT TO BE REPRODUCED IN m .._ ..__ - _..e__ -- iiiM•rw+ r w itq®r amMr PANIL TABLES To V, Ea pl:FL#I mcm FAIL: 74 orlotswommo C:iVlRiiIPI1FFIti 1F z emw ".p MAM&WAOM AND 0)AT PAN IMM— ATMAIP! I o®x ABC p3 p=w va) or FM Am W-4m Ul ' rtvnffI To 0 Lim Wasmi Ow COXALLSO F1DR d IOX{t JAM40 FEN O it P,T oBSA I UM T M= OF PAN& PROD 8GC'11C* s e PR+MST P V a ao vi Y OR m E L Li P. SCAM i%w J SECTION 7 SOLID ROOF PANEL PRODUCTS L # 16644 y . = 9 UE n nLawrenceE. Bennett, P.E. F Elite Aluminum Corporatio CIVIL & STRUCTURAL ENGINEERING i _ 1801 N.W. 64th Street p•O. Box 214388, South Daytona, FI32121 Pen.!Poducu _ - FL LBUdeld818, FL 33309 Telephone M (388) 797-4774 Fax#: (386) 787-558 -_= — - Tel: (954) 491-3700 Fax: (954) 491.1433 Email: labpe0bellaouth.net PAGE © COPYRIGHT2008 7-3G NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WZ N PERMISSION OF tp,WRENCE E. BFI4NETr, P C Design Check List for Screen / Vinyl Room (Page 1 of 21 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'J or':C'O 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 3A7ii: 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. If. 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 A. Project name & address on plans ....... ...... ............ ......... ............ 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 • . • E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: host area of attachment, enclosure length, and ........ 1. Plan view with structure 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) Ez4. Upright height, spacing, & size ......... ..................................... Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) El5. 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 IZIA. 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 ** E I 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 —1 d— Required Span 1120MPH 0.00 (b, or d) x 1.00 (b or d) x 1.00 (b or d) = @ MPH 4 Wind Zone Multiplier ** 1 1 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 .................. l14. Chair rail, purlins, & knee braces to beams & uprights ........................ ED5. Extruded gutter connection ................................................. 6. 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 C Vkw j Yfi.wLs+r,O.coq°°.' lw IrWur. ' _••..... ................ ....... ....................• I.../..../... pw S- ../ 1...•/.• fld..1 WIN pvag Cb* Ate............ - f ................. USw d 10for I ...... ................ a a .. .............._ ww IL w lw ya 4 s,..,9 w gw .... ... b, Q. 7.y.. W ..... ....... R . " Qi- n.................... i". d. r w diftollum ............................... ........ YON r w. NOW 04 NO x