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1319 Berkman Cir - BC08-002628 - SCREEN INSERTS (A)RECEIVED CITY OF SANFORD PERMIT P;PPLICATION 4 S Submittal Date: J' Application # : - j ! / Job Address: /3 % / rf, / t Kd.le n %r J' Valueof Work: $ `- Parcel lD' 30•'S L16y -3.35 Zoning: Historic District: SCI't°en (%J`E'S Square Footage: Description o. • • 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 Cate. 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 Stories: # of Dwelling Units: Flood Zone: (FEMA,form required) Construction Type. I.......... Property Owner. & t,je i-e Cols Contractor:(. y. jej/iie j) A)#)ihtJA t Z / <- C Address: qq p l Vln kiod l Gt J e d Address: /c / 6 C e/ 7%a 4i,1 PhoneG Phone ,3 J'' ( State License Number 0 65% `7 d d 7sl rl E-mail: BMortgage Lender: Bonding Company: I Address: Address: i h i-". 13 o•Zl2' 1 Phone: Architect/ Engineer: Fax: Address: E- m Plan Review Contact Person: /// l l/r / ti y P one:.3` Fax l ail:'%k'Zd W dD I he- 11.50 (,4- o er Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of alllaws regulating construction in this jurisdiction. I understand that a separate l permit must be secured for ELECTRICAL WORK, PLUMBING,, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. f and that all work will be done in compliance with all applicable laws regulating OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate g construction and. zoning. S 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 CING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINAN 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 theo,t equirements of Florida Lien L w], FS 713. Signature of Owner/Agent Date Signature o ontractor/ ent Date Print Owner/Agent's Name Print C ntractor/Agent's Nam io Signature of Notary -State of Florida Date ignature of Notary -State of F orida Da 5010 N Public State of Florida Madette R Mosley My Commission DD672921 Ex Tres 07/06/2011 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is k Person Ily nown Ae or Produced ID Produced [ D i 1• ENG: BLDG: APPROVALS: ZONING: UTIL: FD: C1 i Special Conditions: Rev 07.07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvtDJOHNSON. CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. n? 1f 171'1PITR?.CTA " s s Ir" 2 ss: m Lss? sii cr a 7 At 110t E. FIRST ST SANFORD, FL 32771-1468 407-665- 7506 SIGINAW DR rY TRrICT?. VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method CosUMarket Cost/Market GENERAL Numberof Buildings 0 0 Parcel id: 28-19-30-519-0000-3380 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,ZipCode: ORLANDO FL 32811 Land Value Ag 0 0 Property Address: 1319 BERKMAN CIR SANFORD 32771 Just/Market Value 25,880 31,140 Subdivision Name: REGENCY OAKS UNIT THREE Portablity Adj 0 0 Tax District: S1-SANFORD Save Our Homes Adj 1 0 0 Exemptions: AssessedValue ( SOH) 1 25,8801 31,140 Dor: 0003-VACANTTOWNHOME Tax Estimator Portability Calculato 2008 Notice of Proposed PrWerty 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 A158 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 miliage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2007 VALUE SUMMARY 2007 Tax BIII 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 338 REGENCY OAKS UNIT THREE PB 72 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 nextyear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?parcel=28193051900003380&c... 9/10/2008 SP-ro A L v 1ev4.A- Slate ict Ics4 s ._ice 8' x 13' Screen Room 1/4" = 2' F6r lzO,. c c C- y 0A-e _ 00 3" Elite Roof 14' Top View 13' Front View S 8'5" V t I SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS s H J: ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST Vq 0!ICAL SLOPED SOLID. ROOF ENCLOSURE SCALE: 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) Y 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 WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 13 3A.1.1 & 3A.1.2) 7'HEIGHT MAX./ UPRIGHT/ H* (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) SIZE BEAM AND UPRIGHTS SEE TABLES) E O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES LW' LOAD WIDTH FOR ROOF BEAM VARIES P' VARIES - •..__.....;. ALTERNATE CONNECTION Q FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) w z U 5 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 2'4" O.C. ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ AND W/ IN 6" EACH SIDE OF UPRIGHT WASHERS RNCOLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1 WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR Pl2 + 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 8 1gid 12TYPICAL SCREEN ROOM SCALE: 3/ 16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fez #: (388) 767.6666 Email: lebpe( DballeouthAet PAGE © COPYRIGHT 2006 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSIONOF LAWRENCE E. BENNETT, P.E. 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. Box214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (336) 767.6556 Email: lebpe®bellsouthnet PAGE © COPYRIOHT2006 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-4 NOT RI 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 1-112" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER ATTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED T 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 f'ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O,C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" Lawrence E. Bennett, p Fl E. FL #'6644 CIVIL & STRUCTURAL INEERINGP.O. Box 214368, South D32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpaCbellsouth net PAGE © COPYRIGHT2006 3A'6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRn7EN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P S: 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 BOTT 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 # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 7674774 Fax #: (386) 767.8556 Email: lobpa(Mbel Isouth.net PAGE COPYRIGHT2006 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 a a -- A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN a SECTION 3A UNIFORM LOAD eeeeeee l l l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length CL' = 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: Ifthe 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, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpeCbellsouth.net PAGE Q COPYRIGHT 2n0a 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. a 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 #/SF. (48.3 #ISF for Max. Cantilever) Notes: g ht to canter of brace to beam1. Above spans do not include length of knee brace. Add hor1zo17tei distance from uprlgconnectiontotheabovespansfortotalbeamspans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL 8, STRUCTURAL ENGINEERINGp.o. Box 214368, South Daytona. FI32121 Telephone M. (388) 78T.4774 Fax #: (386) 7674W EMU: tebp90be0eou01.nst PAGE © COPYRIGHT 2008 3A-12 NOT To BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTEN PERMISSION OF LAWRENCE E. BENNETr, P SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 f Screen AllowableUpright Vinyl Rooms Heights, all Spans or Header Spans wu_..ana9T-9 i SECTION 3A I For 3 second wind gust at 1" a r., .- • -- 7rlbuta th w a runm a n 7,$" 6.40 6" 4,-0" 4.,6" @CtIOnS 3'-0" 3AIInWRhIe HaI ' bendin 'b' or deft@ction'd'Y 1 ^, AAM 1, 4-0" h x X 2" X 4" X U.040- Oil . v - 0. 045" Fluted 8'-10" b 1 " 8 +l h b 6'-10" b 6'-8" b v 8'" b 5'-11` b 5'-9` b 5' 8" b 5'-4' b 7'•® 3" x 3" x 0.060" S uare b 7'-9" 11'- d" b 10'.8" b 10'-0" b 9'-8 " b b 8'-8" b 8'-4" b 3° x 3"x 0.093" t3 uare 17-3" b 17 7" b 18 14'-0" b 13'-5" b 12'-11" b 12' S° b 17-03" x 3". x 0.125" $uare 18-0 b 17 -7" b 18' 8" b 15' 8' b 14'-9" b 4"x4"x0.175" S uare distance from upright to center of brace to beam connection to the Notes: of knee brace. Above. spans do not Include length Add horizontal 1. above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL P. O. a4 TRUes ORAL NGFl NEERINGuth Daytau421 Telephone #: (388) 767. 4774 Fax #: (386) 767.6666 Email: lebpeabeftouthJW PAGE 3A-25 COPYRIGHT2008 DUCEO IN WHOLE OR IN PART WITF{OUT THE WRITTEN PERMISSION OF LpyyRENCE E. BENNETT, P NOT TO BEr2EPRO Uwm=E. np FL# I Omanp Toomallow oim won 1=1 74 Ve t. 3RAIPTER aR1Q wmsmwmpER pAFOORyRUBSTAL gmWSPACM ® ON OA 6644 UNMM.L f a awwwal 7.4 8GR1 IRAVB'. WPM& ' OWMFASM 0 f `59. ammospowevr' • By jW gA& p) PER PAN IMx'4P P)pa PAxwommumm Ani M M- TO ® WHOP A6 TO' ; S'" 1w ulmapugg. To"Cwaymum A COXA14-q OW slox t, 1414'WFB 0 1a° PSI opjXWRBA j 0owmwtmo HFAMM maffiiir mpmmm i N 7 MANUFAC SLM AW- OL 8CALE 8+a 1L0" SECTION 7 I SOLID. ROOF PANEL PRODUCTS Lawrence E. Bennett, P.E: FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona, A 32121 Telephone M (388) 767-4774 Fax#: (388) 787-MG Erna. lebpe0belle0uth.net TI37 Elite Aluminum Corporation 1 B01 N.W. 64th Street FL Lauderdale, FL 33309 Tel: (954) 491 -3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2006 7-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WnODT rHe "R PERMISSION OF LpyyRENCE E. BENNE7T, 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 byLawrenceE. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20' ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B'2 or''CO or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or (_yy 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: 386-775-49.15 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'. Ill. Building Permit Application Package contains the following: Yes M No A. Project name & address on plans ...... :............ .......................... B. Site plan or survey with enclosure location ..................................... 0 0C. Contractor's / Designer's name, address, phone number, & signature on plans .... C3D. Site exposure form completed ............. E. Proposed project layout drawing,@ 1/8" or 1/10" scale with the following: host structure area of attachment, enclosure length, and ........ 1. Plan view with projection from host structure . 2. Front and side elevation views with all dimensions & heights .................. m3. 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 m No El A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier ** 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 ........................... IDED 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 @ 120 MPH 0.00 (b or d) x 14•00 (b or d) x 1.0 }0 (b or d) = @ MPH Wind Zone Multiplier ** J 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.......................................................... ID I. N 2. Beam to wall........................................................... El3. Beam to beam............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 05. Extruded gutter connection ................................................. ElE. 6. U-clip, angles and/or sole plate to deck ...................................... 0Foundationdetailtype & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 I mew cmd8 ................... ................ a .... ................ .. IO®AV a c ves a............................ a * ................. I........ ya M, ,mcrrlQttt 6. MWAWA i .............................. a. Hmoadmriaam# ................... d.6j,morts t sksa Omm ILUw'* kolob on P.d. , r............ .......... r............ 0... -. ai •-_, to elm :..... ............................. _.... L Faat12b9M Yes dm& •.......:........... L d ,od '* .............................., t4lwd orbesm .... , .... , .. r ....................._... arHsi' emn ............................. ......._ K a No I PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS- 337-342, kEGENCY' 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 GRAPHIC SCALE PLATTED AS: 0 15 30 BERKELEY CIRCLE 42' RIGHT OF WAY W LqU' U M X a I 7.0' 3aV<V oZFWo I OQ5JY ait O I O Lj m m I I 10' DRAINAI EASEMENI BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5 122.67' mgn•nn'nn"r, DRIVE, 1 DRIVE I DRIVE, I DRIVE I DRIVE I DRIVE: 12.0 12.0' i12.0' 12.0' i 12.0 12.0' ENTRY ENTRY COVERED ENTRY COVERED ENTRY COVEREDLL.I COVERED 6.0, 5.0, o 10816 7' O W O 6 o O P a o O T. m 00EDCENTRRY Q Z PROPOSED BUILDING TYPE 6A COVERED ENTRY pFINISHFLOORELEVATI0N=54.00 I O nGALUANOSANCARLOFLORENTINOFLORENTINOSANCARLOGALLIANOI 7.0' 8.3' 18.0' 18.0'- 7.0' 1 oCOVERED COVERED- o I COVEREDo. QVERED^' o I o COVER COVERED IPATIO,. l PATIO:. oenn . I PA70: oern LOT 337 n I LOT 338 I LOT 339 iLOT 340 1 LOT 341 j n LOT 342.-N 25.33' i 18,00, 1 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 PREPARED FOR: PULTE HOMES 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. frHIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF ITHE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION PST FOR CONSTRUCTION- LL'BUILDING SETBACK LINES SHOWN HEREON IS PER DATA URNISHED 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 FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. VB000283 LOTS 337-342 DRAWN BY: REVISED: LEGEND. S BUILDING SETBACK LINE MLW CENTERLINE POB POL RIGHT OF WAY UNE PCCXPROPOSEDELEVATIONPoe OR PROPOSED DRAINAGE FLOW PD CONCRETE L PSM PROFESSIONAL SURVEYOR & MAPPER C.B. LB LICENSED BUSINESS PC LS UCENSED SURVEYOR PI PRM PERMANENT REFERENCE MONUMENT PRC PCP PERMANENT CONTROL POINT PT P) PER PLAT TYP M) MEASURED A/C CALC) CALCULATED w GNU 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 UPSQ. FT. SQUARE FEET 1. THE SUFLAND , h z OF WhY, MAY, ;AFF 2. NO L'NDE LOC'.TED 3. NOTIVAUD SIGKATURE AMI—=RICAN SU1-2VEVING MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 7.0' U U Of I QUQU izp} y<gW Yay' W W m in 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 CCN ETE-BLOCK WALL' - RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK YCRI-H'A$ NCT-ASSiT?ACTED THE del' HER€ON'FOR EA'vME TS, RIGHT 2F3TRJC7OfP OF RECOSO WHICH T' T.1E TITLE Oh JSf_ OF -41Z LAND RCUNP IMPROVEMENTS HAVE BEEN IHOUT AN AUTHENTICATED ELECTRONIC ID AUTHENTICATED, FLECTRON!C 5 AL 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 G (IZt 407) 426-7979 DAVID M. DeFILIPPO SM #5038 PLOT PLAN 05-16-08 AN/ WWW.AMERICANSURVEYINGANDMAPPING.COM FOR THE FIRM DATE