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1311 Berkman Cir - BC08-002626 - SCREEN INSERTS (A)CITY OF SANFORD PERMIT APPLICATION Application # : `G Submittal Date: j . Job Address: /3 1) Mid rL vn i Value of Work: Parcel ID: .2a jq j6 `,57q , o o0 0 r 37 b 6 Zoning: Historic District: Description of Work:_,5C-eel) /% tT_5Square Footage: z PermitType: Build- ingElectrical •.... Mechanical • • • • Plumbing El..... 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: equir. d) ........... 1 / nCC7 Contractor( G J(./Jr° 'J1Ufl intJkl i L_f C Property Owner: U 7 L 1 # D Y Address: Y9 O % V 117 Ll a4 cyJ 7 2 C Address: /o)-/ 6 C_ e/% Phone. 7Jr 1UOI E-mail: Phone 3J3 4 1 State License Numberl I4 d 6J'' 4' I Bonding Company: Address: Mortgage Lender: Address: Phone: Architect/ Engineer: Fax: Address: l / Ur / ti_ P ne: Faxl7) '()tf E-mail f't k'ZfY Cci l 0 Plan Review Contact Person: e.lt5o(,,A oar 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 of apermitand [hat all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must besecuredforELECTRICALWORK, 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 TO YOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU'{NTEND 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, andtheremaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I wili`notify the owner of the oft e rements of Florida Lien Law, FS 713. Signature ofOwner/Agent Date Signature of Contmetor/Agen ate X Ed n Print Owner/Agent' s Name 4gn ontactor/Agent'sNameSignature of Notary - StateofFloridaDateiirofotary-State of Flori a Date fir Notary Public State of Florida Marlette R Mosley a Q My Commission DD672921 Owner/Agent is _ Personally Known to Me or Cor/A iws 07/ II Kno to Me or Produced ID _ Produced [D 0 ENG: BLDG: APPROVALS: ZONING: UTIL: FD: a Special Conditions: Rev 07. 07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Ai EL i L ! DAVID JOHNSON. CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRSTsT SANFORD, FL 32771-1468 407-66S- 7506 O Cl)-- 8M 1 SIGINAW DR a TWtCT P. VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method Cost/Market Cost/Market GENERAL Numberof Buildings 0 0 Parcel Id: 28-19-30-519-0000-3400 Depreciated Bldg Value 0 0 Owner: PULTEHOMECORPDepreciatedEXFT Value 0 0 Mailing Address: 4901 VINELAND RD SUITE 500 Land Value ( Market) 25,880 31,140 City,State,2lpCode: ORLANDO FL 32811 Land Value Ag 0 0 Property Address: 1311 BERKMAN CIR SANFORD 32771 Just/Market Value 25,880 31,140 Subdivision Name: REGENCY OAKS UNIT THREE Portablity Adj 0 0 Tax District: St-SANFORD Save Our Homes Adj 1$0 0 Exemptions: Dor: 0003- VACANTTOWNHOME Assessed Value (SOH) 1 $25,8801 31,140 Tax Estimator tabil 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 IIS Debt 25,880 0 25,a801 1451 3.76 Total I 1 1 18.94421 490.28 The taxable values and taxes are calculated using the current years working values and the proposed millage rates. SALES 2007 VALUE SUMMARY 2007 Tax Bill Amount: $581 Deed Date Book Page Amount Vaclimp Qualified 2007 Taxable Value: $31,140 Find Comparable Sales within this Sui - DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 25,880 00 $25,880 Permits PLATS: Pick... LOT 340 REGENCY OAKS UNIT THREE PS 72 PGS 9 - 11 I OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recentlypurchased a homesteaded property your next ears property tax will be based on JustlMarket value. http://www. scpafl.orglweb/re web.seminole_county_title?parcel=28193051900003400&c... 9/10/2008 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 337-342, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: BERKMAN CIRCLE1" = 30' PLATTED AS: GRAPHIC SCALE BERKELEY CIRCLE01530 42' RIGHT OF WAY 122.67' N90"00'00"E II II 1I DRIVE. 1 DRIVE I DRIVE_ I DRIVE 12.0' I `. 12.0' 12.0' 12.0' 7.0' ENTRY ;'.,: ENTRY ENTRY . W COVERED 6.0, COVERED 6.0' COVERED E op 108167' oo I I II Ia o 12.0• 112,, ENTRY 6.3' 7.0' COVERED O O c; C5 O O 10 COVERED N c^JZENTRY PROPOSED BUILDING TYPE 6A I FINISH FLOOR ELEVATION=54.00 GAWANO SAN CARLO FLORENTINO FLORENTINO SAN CARLO 7.0 8.3' 18 18.0' PATIOD CPATIO o I bCPjOVEREb QVERED"o OVERECoCPAT10aiaoIW, . R. _ , PATIO ad a6 ". 10' DRAINAGE J N LOT 337 M I LOT 338 EASEMENT lT 1 25.33' 18.00' BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES W O OOEDn COVERED O, ENTRY O r- I O GALUANO I ICOVERE LOT 339 i LOT 340 I LOT 341 1 M LOT 342 18.DO' i 18.00' 1 18.00' I — 25.33' S90"00'00"W 122.67' TRACT A BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION IST FOR CONSTRUCTION. LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA RNISHED_BY CLIENT AND IS FOR INFORMATIONAL PURPOSE NLY' 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 SOUTH LINE OF LOTS 337-342 FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. VB000283 LOTS 337-342 DRAWN BY: REVISED: PLOT PLAN 05-16-08 AN/ S LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB POL RIGHT OF WAY LINE PCC lX PROPOSED ELEVATION POC 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 W CONCRETE WALK R S/W SIDEWALK CS CP CONCRETE PAD C PB PLAT BOOK R/W PGS PAGES ORB NG NATURAL GRADE UP SQ. FT. SQUARE FEET 1. THE SURVIremLANDSHOT OF WAY,; , MAY AFFf( 2. NO UNr-tR( LOCATTD 2 3. NOT VA ]D W SIGNA!ljRE A AME:—=FR1CAN S U F2\/ 1=)r 1G 4& MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 I U U a Z3 ozp} YcLqaW Ld W 1mI 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 LENGTH 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 hS-, 16T.AHSTRACTED THE ON, FOR EASEMENTS, RIGHT TIUNS ' CF,- RECORD WHICH T1TLE OR USr"OF 7#11ELAND 1.'APRGVF_MEN1S-HA;iE BEEN aS SHOWNJ WA.. LITHENTIrCATED ELECT PNIC EFT1CA6ELECTRONICSFAL1030 N. ORLANDO FLORIDAAVE,SUITE B /, / [// tw/ .1 9 WINTERPARK, FRIDA 32789 ( ,-- 407) 426-7979 DAVID M. DeFILIPPO PSM #5038 WWW. AMERICANSU RVEYINGANDM APPING.COM FOR THE FIRM DATE ear, z A Lxfy"I tNr-- J7l 3.2! '% 8' x 13' Screen Room 1/4" = 2' Fvr IQ c1 Qi 00 C Ir2 Do t Elite Roof 14' Top View 815" 13' Front View cl. zl h i aI 60 W bD 1. 12a h 00 a u. lY O: z S 1,-.ul l a p, y • t M p f SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS s H " ALUMINUM ROOF SYSTEM K PER SECTION 7 CARRIER BEAM POST Rigs • Jp. SLOPEDOLID. ROOF ENCLOSURE ALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 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, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpa@ bel Isouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 a SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES J 3A.1 A & 3A.1.2) OV MAX. H" UPRIGHT / HEIGHT (h) 1" k 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 ALLOWEDP/2 (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS LUSEETABLES) Z DF- O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH P' VARIES NOTES: 1. ANCHOR 1 x 2 OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. n n AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-112" S.M.S. W/ WASHER 1W/ ANCHORASHER AND HEADED # 8 SCREWS W/OWASHERS @ EACH POINT OF M AND UMN INTERNALLY ORCLIPS CONNECTION. 2. SELECT FRONT 1jVALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF Pl2 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- 123 130 140 14] 8 #10 #12 TYPICAL SCREEN ROOM SCALE: 3116" = 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) 787-=6 Email: lebpaCbelleouth.netPAGE © COPYRIGHT 2008 3A' f ZNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4".x 2-1/2" CONCRETE ANCHORS WITHIN - 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ALT ATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"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 CONIC. 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, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Emall: lebpa@bellsouth net PAGE © COPYRIGHT2008 WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf, P.E. 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART 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 HROUGH SPLINE GROOVES IDE WALL HEADER JTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED 1 It 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 rONCRETE WI 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,F132121 Telephone M (386) 767-4774 Fax M (386) 767.8656 Email: lebpeabellsouth.net PAGE © COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN,PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS. COMPOSITE ROOF P S: 4)1/4" x 4". LAG BOLTS 1-114" 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 BOTTI 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 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. FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe(Qbellsouth.net PAGE qA 7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. f L. SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 3A UNIFORM LOAD l Z l A B C D UNIFORM LOAD 3 SPAN l l l l A B C D E 4 SPAN NOTES: 1) l = Span Length LL' = 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, FI 32121 Telephone #: (388) 767-4774 Fax #: (386) 767.65M Email: lebpeQbellsouth.net PAGE Q COPYRIGHT 2006-9TTPNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE, P.E.E SECTION 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: ht to canter of brace to beam1. Above spans do not include length of knee brace. Add horizontal distance from uprigconnectiontotheabovespansfortotalbeamspans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING p,0, Box 214368, South Daytona, FI32121 TeIsPhons #: (388) 78T 4774 Fax #: (386) 767-66M EmaU: We0ba8sosthnet PAGE ® COPYRIGHT 2006 IN WHOLEOR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAVVRENCE E. eENNEri. P.E. 3A-12 NOTTO BE REPRODUCED SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header SpansforScreen, Acrylic or Vinyl Rooms Ali— ana4 T.6 SECTION 3A For 3 second wind gust 811AW 1.1r" th'tll a pur a at:mTribute 71-0.. 7'.e" 3'-6" 4'-0" 4'-6" 6'-0„ 5.$1. Sections 3.-0.. All we{I" uaI bending 'b' or deflection'd' L n" ti x 2- x 4" x o.Dau- 2" x 4" x 0.046" 2- x.3- x v.vna Sna 10'-1" b 8'" b 6.-9° b g• o 1 2" x4" x 0.045" 3" x 3" x 0.045" Fluted 8 _5 " b b 6'. p" b 6'-8" b 8' 3" b 5-110" b 5' 8" b 8'-0' b 5'' T-9' 3" x 3" x 0.060" S uare 17-3" b 7' 9" b 11'-4° b 7' 131" 10'-B" b 10'-0" b 9 -8 " b g'-1" b 8'-8" b 8'-4" b x 0.093" s uare 17 7s b b 14'_0 b 13'-5" b 12 =11" b 12' S° b 12'-0x0.125" S uare 19-0 b 17,-7" b 18' 6" b 15.6.b 14'-9" 4"x4"x0.125" Square brace to beam connection to the Notes: of knee brace. include length Add horizontal distance from upright to center of 1. Above. Spans do not above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 T6lephone 0: (388) 787-4774 Fax B: (3W) 7674 56WEmail: lebpeabethiWthJUIt PAGE 3A-25 COPYRIGHT 2006 R IN PART WITHOUT'THE yyRrr7'EN PERMISSION OF LAyyRENCE E.BFNNETT, PNOTTOBEREPRODUCEDINWHOLE0 FIL-61 Af • •' s'mPfij uawmfwTABLFB j-- Mgg +ffi ' im.' Mi r MTIT- 7117 E. p, E: gt.# 1 PA pro oiww4w QFUOR 7di rzo i a+sm"p9 a 4 l J fi HUMS HinNirLMLIULAL ML"SW WMPMWAM E.` p.EFL#166.44 van p was twomboobw INM 111qwWww r lil r SECTION 7 SOLID ROOF PANEL PRODUCTS I 16644 E6®' ® ionLawrenceE. Bennett, P.E. FL '— Elite Aluminum Corporation CIVIL &STRUCTURAL ENGINEERING i _ 1801 N.W. 64th Street P.O. Box 214388,'Eoulh Daytona, FI32121 r+ P_nel u - Ft Lauderdale, FL 33309 Telephone #: (388) 707-4774 F" #: (386) 767M `- _- _ Tel: (954) 491-3700 Fax: (954) 491-1433 Email: IebpaGb6II50Uth.n1 PAGE © COPYRIGHT 2008 7OUT THE WtN PERMISSION OF tAWREMCE E. EENNETT, P 36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH 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 l-A & II -A; Exposure B'F-7 or'C' or'D'M ; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or I MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and'attachments made to the structure will be solid. Ed Senez Phone: 386-775-4915 Contractor / Authorized Rep` Name (please print) Date: Contractor / Authorized Rep` Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ....... .............. ................. ...... B. Site plan or survey with enclosure location ................................... 0C. 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: 1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure 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) 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 14.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier" 4 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 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 MPH0120MPH 00 (b or d) x 1p.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** _—J Exposure Multiplier Yes No C. Table 3A.3 with beam & upright combination if applicable ........................ D. Connection details to be used such as: 1. Beam to upright........................................................... 2. Beam to wall.............................................................. EZI3. Beam to beam............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ................................................. 6. U-clip, angles and/or sole plate to deck ...................................... E. 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