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1323 Berkman Cir - BR08-002629 (Screen Walls) DocumentsCITY OF SANFORD PERMIT APPLICATION Submittal Date: ! y Application # : ` Job Address: /'3J3 Am/I f r le 6nJ r /i Value of Work: $ I/l/ Parcel [D: L-1 f `6 006- 3 372 _ Zoning: Historic District: Description of Work. J`] Cieer) 2J%5SquareFootage: El .. Permit Type: Building ectrical • Mechanical Plumbin Fire S rinkler/Alarm Pool Sin Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) 1..................... n Property Owner: Gt l'JC' C01 Contractor. • Ae?_ 010fp'ookl 6ja' / ` C Address: `7 0 ! V Ill G jCt'1 G/Gf J C' d Address: /c Di. 6,P_ 10_Pc10, Phone. y " 7 JU D 1 E-mail: Pho((ppne .3J,3%3 1 State License Number 0 6 D '7 Bonding Company: Mortgage Lender: Address: Address: Phone: Architect/ Engineer: Fax: Address: U { i 3 d rFaxt/01 `U'O E-mail:e1d_-&ZIYjLii LIO Plan Review Contact Person: y / /y I Ur ! L _ P one: _____ &, jISG U er Application is hereby made to obtain a permit to do the work and installations as. indicated. l 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 TICE OF IMPROVEMENTS INSPECTION. OUR YOU PROPERTY. INTEND TO OBTAIN UL AIN FINANCING, CONSULT WITH NT ST BE RECORDED POSTED E YOUR LENDERORANATTORNEYNTHE JOB SITE BEFORE THE FIRST FY 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 will notify the owner of the property of rements of Florida Lien Law, FS 7 3. eq [ OF Signature of Owner/ Agent Date Signature o ontractor/ e t Date Print Contractor/Agent' s Nam Print Owner/Agent' s Name ` ' In J d I i JmLA(lioT Signature of Notary - State of Florida Date tf N ta,yStateot hsLQGtda Moodtta RbMosleye of Florid My Commission D0672921 er xplres 071 6I2011 Owner/Agent is _ Personally Known to Me or Contractor/Agent is ! Personally Known to Me or Produced ID _ Produced ID P i rl WFD: ENG: BLDG1rl9w_00 APPROVALS: ZONING: UT[ L: Special Conditions: n Rev 07.07 q Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON. CFA, ASA 297 PROPERTY APPRAISER- I llllF q Qt Q SEMINOLE COUNTY F-L. 1101 E. FIRsT sT 47 Ag SANFORD, FL 32771-1468 407- 66S-7SO6 SIGINAW DR 22? VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method Cost/Market Cost/Market GENERAL Number of Buildings 0 0 Parcel Id: 28-19-30-519-0000-3370 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 Cfty,State,2ipCode: ORLANDO FL 32811 Land Value Ag 0 0 PropertyAddress: 1323 BERKMAN CIR SANFORD 32771 Jus1WA, k,_4 Value 25,880 31,140 SubdivisionName: REGENCY OAKS UNIT THREE Portablity Adj 0 0 TaxDistrict: S1-SANFORD Save Our Homes Adj 0 0 Exemptions: Dor: 0003-VACANT TOWNHOME Assessed Value (SOH) 25,8801 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 IIS Debt 25,880 0 25,880 14511 3.76 Total 1 1 18.9"21 490.28 The taxable values and taxes are calculated using the current years working values and the proposed millage rates. SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vaclknp Qualified 2007 Tax Bill Amount: $581 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 LOT 0 0 1,000 25,880.00 $25,880 PLATS: Pick... Permits LOT 337 REGENCY OAKS UNIT THREE PB 72 PGS 9 - 11 2TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 11' you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http: // www. scpafl. orglweblre_web. seminole_county_title?parcel=28193 051900003 3 70&c... 9/ 10/2008 8' xx 13' Screen Room 1/4" = 2' Fc,r Gtrs. 00 3' Elite Roof 14' Top View 8'5" 13' Front View a, z'a) 00 0 OD n00 4 s fi xe= 3 S II 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 TYPICAL 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: labpe@bellsouth.net gC COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS H* f S • MAX. / UPRIGHT / EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) HEIGHT (h) 1" x 2e 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 P/2'------- 'P/2' ~"" E SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) e O.H. — SOLID ROOF — NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES SE w D/ ZcoF' U Wco P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH P' VARIES - NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-114" 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 M AND INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS S @ EACH POINT OFUMN CONNECTION. 2. SELECT FRONT VALL 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-1231 130 1 140 1 150 8 1 #10 1 tlg_i 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 Fax #: (386) 767-MS Email: lebpe@ballsouth net PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 0 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 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 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, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Emall: lebpa@bellsouth net PAGE © COPYRIOHT2008 NOT TO BE REPRODUCED IN WHO OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: BENNETr; P.E. 3A-4 SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" 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 ATACHED 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 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-B M6 Email: lebpeabellsouthnet PAGE © COP;IGHT21 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. 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"x2"OR2"x3"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 PER 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 # 1`6644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI32121 Telephone #: (386) 767-4774 Fax M (386) 767-85M Emall: lebpe obellsouth.net PAGE g) COPYRIGHT 2008 3A- NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 3A UNIFORM LOAD A B C D UNIFORM LOAD 3 SPAN 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. Fl 32121 Telephone*: (386) 767-4774 Fax #: (386) 767-6&% Email: lebpeCbellsouM.net PAGE COPYRIGHT 2008 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. mj SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms 48,3 #ISF for Max. Cantilever) For 3 second wind gust at 120 MPH velocity: using design load of 13.0 #ISF. rt ht to center of braNotesce to beam 1. Above spans do not Include length of knee brace. Add hotizo02al distance from up g 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 214308, South Daytona. FI 32121 Telephone #: ( 386) 787-4774 Fax 0: (388) 767'8 % Email: lebpeabellsouthAw PAGE I © COPYRIGHT 2005 3A- 12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PFJ tIssION OF LAyvRENCE E. 6ENNETT, P E SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 f Screen Acrylic Rooms Allowableeights, Chair all spans or Header Spans au....AnAlT.9 SECTION 3A For a second Wind gust ac ,w •-•- -- - Trib w.lbendlng th w a runm a ate"' 3Sections .,,. ,.,a'b' or deflecUon'd'y . Ma" h x2"x x x 2" X 3" X UA40- •7'IY x 0. 045" Sna 10'-1" b L 9 - 4" 8'-9° b 8'-3- D 5'-7" b V Y I v 5'•4" b 5'-1" b 4'- 0" b. 4'-8" b 4'-B" b Fluted 8'- 10" b 8 -4 bb b -11 tr b B'- 0' b 7 -- b 3° x 3" x 0.060" S uare 8'-5" b 12-3 b 7 " b 11 018"" b 0.0" b 8'-8" b 9'-01" b 8'-8" b 7-1 3" x 3" x 0.093" S uare 3" x 3"• x 0.125" S uare 17. b 1 '-7° 15 -8' b 14' 9" b 14'-0" b 13'-5" b 12'-11" b 12'-5° b 17-0" b4"x4" x0A25" S us 19-0 b 1 b 18' 8" b brace to beam connection to the Notes: of knee brace. Include lengthAddhorizontal 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, PiElNEER1N6W STRUCTURAL CIVIL P.O. Bar 2143e8. South Dayux'a, FI 32121 usphone 0: ( 388) 767-4774 Fax t (388) 7874658 Emal: Iebpe® b8IWuW* PAGE 3A- 25 COPYRIGHT 2008 WRn'TEH PERMISSION OF LAVVREHCE E. 8F1JNElT. P NOT TO BE REPRODUCED IN WHOLE OR IN PART WrrHOIJT'THE i • PA ELPDOMMM . imml 3ro too TABLOB r LOV a' p.zFL#I 1h1ik& R 7-di 0ccragaffam Yi1yFi0Lg RWAl1RT 7 i a w RW ram & ! ExWMFASM ro4IWSAa' ummm E. P.L FL# 1 6644 COMMON" 0 7. 4 nvrso amsawww- • I '4A ''- rm PAMWHOFTOr79l%4r cr+vnffl py! o la mm ApM i COXALLOO t,,:r. tee .). H 'LMA PAULO„ AN FM WAM PAML ma,aal) . xmwmu AN SWnON T MANWU F P ST a......t IL 4&W 9CAI W ra9" If SECTION 7 SOLID. ROOF PANEL PRODUCTS 16644IL ®ionLawrenceE. Bennett, P.E. FLElite Aluminum Corporat CIVIL & STRUCTURAL ENGINEERING ; % if— 1801 N.W. 84th Street P.O. Box 214388.'South DaylOna, FI 32121 P_••! FL Lauderdale, FL 33309 r:--:. _.------ -.. 491-1433 Telephone #: ( mil 787-4T14 Fax # ( t 787 85 Tel: (954) 491.3700 Fax: (954 Email: lebpe0be0south.net E. PAGE © COPYRIGHT 2006 7-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WZITTEN PERMISSION OF LAWRENCE E. BENNETT, P 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'j C' or'or'D'n; 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. 0.18 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 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: 1. Plan view with host structure area of attachment, enclosure length, and ........ EZI projection from host structure 2. Front and side elevation views with all dimensions & heights .................. EZI 3. Beam span, spacing, & size ................................................ Select beam size from appropriate 3A.1 series tables) IZI 4. Upright height, spacing, & size .............................................. Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) m5. 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 m 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 1p00 (b or dN 1.00 (b or d) = 4 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 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... ID 0 Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone,'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height d- Required Span @ 120 MPH 0.00 (b or d) x 1p.00 (b or d) x 1-00 (b or d) _ @ MPH 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........................................................... m2. Beam to wall.............................................................. m 3. Beam to beam............................................................. ED 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 0 ED 5. Extruded gutter connection ................................................. 6. U-clip, angles and/or sole plate to deck ...................................... LLJ E. Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 Yes t.W. .... ............ it andftm ..........N. ............ mddWd= ........... cbgWlMpA*VVW ........ ........ ,.'....,....: Q r p p .....•••... QrMi d. QT Wv.W • . • ............. .... a .... V ot Y. f. g,,.1L • R^91./Q M:M/M.. ter... u ..... n IL.................................. Yin d. 1 W,....,..yr 4._',, j^i',1i.'{..'.1.fy _.. y.... p .y...•(q....p•.. W 7M Y9 `_ • p •, Lrw}s ..1 oMl'il4} r L... WOU&M......,.s.•—................... s Von L L".®.'•'...' d buM 't* obom POW .......................... L ND s o NO i OO A It 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: 1" = 30' BERKMAN CIRCLE PLATTED AS: GRAPHIC SCALE BERKELEY CIRCLE01530 42' RIGHT OF WAY I W L I J U 0: 0. a I 7.0' V<V oZ0>-o I Oxa5J -' 0 YaY I OI m m I I 10' DRAINA EASEMENT I BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES 122.67' Ngn•nn'nn"F DRIVE i DRIVE i DRIVE. i DRIVE DRIVE I pRIVE: 12.0' 12.0' " j 12.0' 12.0' I 12.0' i7 12.0' 6.3' ENTRY ENTRY .. .:'.:. ENTRY ENTRY ;' :.-.; ' '. 8.3' w COVERED COVERED<' COVERED COVERED 6.0' 6.0, 108167' 00 w o J o 0 0 0 0 o o ^ 0 00 w 0 COVERED ENTRY - ci i d' a COVERED .• 0 Z PROPOSED BUILDING TYPE 6A ENTRY O I FINISH FLOOR ELEVATION=54.00 I 0 I GALUANO SAN CARLO FLORENTINO FLORENTINO SAN CARLO GALLIANO I 7.0' 18.3' 18 8.0' I OVERED COVERED-o I :bCOVERED'. j:b()VE7EDAT10.: PATIO'•1 ads PRT10... Oop 1 m3.3 I N 7_________H_______________ 1.___—____y______ GE I LOT 337 t2 I LOT 338 i LOT 339 1-LOT 340 I LOT 341 I n LOT 342 a 1 25.33' i 18.00, i 18.00' 1 18.00' I 18.00' I 25.33' 1 S90100'00"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 CUENT 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 ON THE SOUTH LINE OF LOTS 337-342 BEING S90'00'00"W, PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. VB000283 LOTS 337-342 DRAWN BY: PLOT PLAN 05-16-08 AN/ LEGEND BUILDING SETBACK LINE S MLW MINIMUM LOT WIDTH CENTERUNE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT - PT DENOTES POINTOF TANGENCY P) PER PLAT TYP TYPICAL M) MEASURED A/C AIR CONDITIONER CALC) CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/ W CONCRETE WALK R RADIUS S/ W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE UP UTILITY PAD SQ. FT. SQUARE FEET 1. THE SURVEYOR'NkS'XIDT ABSTRACTED THE LAND SHOIINW HEREON, FOR 'EASEMENTS, RIGHT OF WAY;.•' RESTl IC f1UNS ',OF RECORD WHICH MAY A trT_-THE it"fLE OR USE GF.,THE LAND 2. NO UNDERGRCUND:IMPF.ROVEMENTSHAVE BEEN LOCATED, EXCEF?'AS SHOVs?'a. 3. NOT VALID W17HWT AN-AUTHENTICAra)-aEC,,RONIC SIGNnWRE A.ND'ALTFi[141CA1ED,EL[CTRONIC SEAL A M I= FR 1 CA I 1 SlJRV1= YING 4& MAPPING INC. FOR CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1 THE 1030 N. ORLANDO AVE,SUITE FIRM ZI S WINTERPARK, FLORI A 32 89 407) 426-7979 DAVID M. DeFILIPPO PSM #5038 DATE W WW. A M E R I C AN S U R VE YI N GA N D M A P P I N G. C OM